HomeMy WebLinkAboutTHE ODELL WINE PROJECT - MJA190002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSE. LINCOLN AVE.
LOGAN AVE.
MULBERRY STREET
LAMAY AVE.
1ST STREET
2ND STREET
3RD STREET
BUCKINGHAM STREET
RIVERSIDE AVE.
Sheet
ODELL WINE PROJECT 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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C000
COVER SHEET
1
AUGUST 2019
PROJECT
LOCATION
VICINITY MAP
NORTH
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
SITE ENGINEER
Andy Reese
Northern Engineering Services, Inc.
301 N. Howes St., Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ARCHITECT
SURVEYOR
PLANNER/LANDSCAPE
ARCHITECT
OWNER/APPLICANT
CONTACT INFORMATION
PROJECT TEAM:
Michael McBride
McBrideLA
2339 Spruce Creek Drive
Fort Collins, Colorado 80528
(970) 402-0438
Brenden McGivney
Odell Investments, LLC
Sheet
ODELL WINE PROJECT 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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C001
CONSTRUCTION NOTES
GENERAL &
2
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
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R
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 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.
8. 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).
9. 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
VAULT
ELEC
CONTROL
IRR
W
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CTV CTV
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SS SS SS
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6" SS
8" PW
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G G
G G
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G G G G G
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CTV CTV CTV
CTV
CTV
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ELEC
CONTROL
IRR
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8" PW
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G G G
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G G
G G
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CTV
CTV
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IRR
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X
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X
X
1'
0.5'
FG
PAVERS
1.5'
FG
1'
0.5' 0.5'
PAVERS
1.5'
9"
1'
FG
LANDSCAPING
AREA
1.5'
FG
0.5'
0.5'
EXISTING
UTILITY PAD
6'
PAVERS
0.5'
Sheet
ODELL WINE PROJECT 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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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
Sheet
ODELL WINE PROJECT 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 9
C401
UTILITY DETAILS
7
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
200 WATER BEDDING REQUIREMENTS 201 TYPICAL WATER SERVICE
Sheet
ODELL WINE PROJECT 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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C402
STORMWATER DETAILS
8
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
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Call before you dig.
R
300 TYPICAL NYLOPLAST DRAIN BASIN INSTALLATION
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-042 REV C
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
8 IN - 30 IN TYPICAL INSTALLATION OPTIONS
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 8-10-00
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA
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.
8-10-00
CJA
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
D
ST ST
C
S
W
W
C
S
C.O.
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV CTV CTV CTV
CTV
CTV
C.O.
C.O.
T
X
AC
X
X
X X
X
D
ST
ST
ST ST ST ST ST
ST
ST ST ST
ST
ST
ST ST ST
ST ST ST ST
ST ST ST
ST ST ST ST
ST
ST ST
D
MH
VAULT
CABLE
D
D
D
C.O.
V.P.
C.O.
C.O.
AC
AC
M
X
X
X
X
X X X
X
X X
ST ST ST ST
UD
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
0.83 ac.
A
0.03 ac.
B
0.17 ac.
OS
EXISTING INLET
EAST POND
(EXISTING)
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING
RETAINING WALL
CONCRETE WALK
CONCRETE WALK
OUTDOOR PATIO
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EX. OVERHEAD
STRUCTURE
EXISTING STORM MH
PERMEABLE
PAVERS
PERMEABLE
PAVERS
a
b
os
EXISTING SIDEWALK
EXISTING STORM MH
EXISTING
DOWNSPOUT (TYP.)
EXISTING BOLLARD (TYP.)
EXISTING VALLEY PAN
PROPOSED
RETAINING WALL
PROPOSED BRIDGE
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED
CLEANOUT (TYP.)
Sheet
ODELL WINE PROJECT 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 9
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
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
C500
DRAINAGE EXHIBIT
9
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPERTY BOUNDARY
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1 1
B2
1.45 ac
PROPOSED AREA DRAIN INLET
PROPOSED UNDERDRAIN UD
T
S
A
L
P
O
L
Y
N
D
U
C
T
I L E
I
R
O
N
T
S
A
L
O P
L
Y
N
D
U
C
T
I
L
E
I
R
O N
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
WHEN ARE DRAIN BASINS USED?
2808AG _ _ X
2810AG _ _ X
2812AG _ _ X
2815AG _ _ X
2818AG _ _ X
2824AG _ _ X
2830AG _ _ X
TYPICAL INSTALLATIONS
TYPICAL INSTALLATION OF NYLOPLAST
DRAIN BASIN AND INLINE DRAIN
1: TO ENTER AN EXISTING LINE
USING A TEE & RISER
2: AT THE BEGINNING OF A DRAIN LINE
USING AN ELBOW & RISER
TEE ELBOW
12" DRAIN BASIN
2 INLET & OUTLET
ADAPTERS CAN BE
PUT ON ANY ANGLE
1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW
APPLICATIONS
5: TO CHANGE DIRECTION
A°
RISER
DRAIN BASIN
INLINE DRAIN
10" INLINE DRAIN
10" INLINE DRAIN
3 VARIABLE ELEVATION
WATERTIGHT ADAPTERS AVAILABLE
FOR MOST COMMON PLASTIC PIPING SYSTEMS
8" 6"
CORRUGATED
HDPE PIPE SMOOTH WALL
PVC
1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30"
2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE
MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012,
7001-110-013, & 7001-110-014
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
NYLOPLAST CLEANOUT END CAP
ADJUST GRADE PER ENGINEERS
PLAN
INJECTION MOLDED
WT TEE
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION MOLDED
WT TEE
HDPE PIPE (TYP)
GASKETED
CONNECTION
INJECTION
MOLDED WT
90° BEND
DOWNSPOUT ADAPTER
INSERTED IN RISER
PIPE
BUILDING
FACE
FINISHED GRADE
302 TYPICAL UNDERDRAIN TRENCH SECTION
303 DIMENSIONS FOR SLOTTED PVC PIPE
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
MINIMUM
OPEN AREA
PER FOOT
8" 3 (MIN.) - 6 (MAX.) 2.35" 0.032" 14 3/4" 3.15 SQ. IN.
(NORTH DETENTION POND)
DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV D
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH STANDARD GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 1-23-06
DRAWN BY EBC
1-23-06
CJA
5 ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
A
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
3 VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN ON 8" - 24", 10" MIN ON 30")
4" MIN ON 8" - 24"
6" MIN ON 30"
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
3 VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
NYLOPLAST DRAIN BASIN
1 - 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS
ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE
BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014.
6 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
7 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
8 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID COVERS ARE
RATED FOR LIGHT DUTY APPLICATIONS ONLY
9 - DOME GRATES HAVE NO LOAD RATING
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.
1 2 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
301 STANDARD NYLOPLAST DRAIN BASIN
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
103 6" VERTICAL CURB
101 HANDICAP PARKING REQUIREMENTS
104 9" FLUSH CURB 105 1.0' WIDE VERTICAL CURB
C400
SITE DETAILS
6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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R
106 1.0' WIDE FLUSH CURB
NOTES:
1. CONTRACTOR MUST FOLLOW THE INTERLOCKING CONCRETE PAVEMENT INSTITUTE (ICPI)
ASSOCIATION AND BRICK INDUSTRY ASSOCIATION CONSTRUCTION SPECIFICATIONS FOR
COMPLETE INSTALLATION INFORMATION.
2. IT IS RECOMMENDED THAT A CERTIFIED PERMEABLE PAVEMENT INSTALLER PERFORM THE
INSTALLATION OF THE PAVERS.
3. SUBGRADE PREPARATION:
3.1. CONTRACTOR TO VERIFY THAT SUBGRADE PREPARATION, COMPACTION DENSITY AND
ELEVATIONS CONFORM TO THE APPROVED DRAWINGS AND CONSTRUCTION
SPECIFICATIONS.
3.2. MINIMUM ALLOWABLE SUBGRADE SLOPE IS 0.5%.
4. EDGE RESTRAINTS:
4.1. CONCRETE EDGE RESTRAINTS (CURB AND GUTTER OR APRON) SHALL BE INSTALLED
AROUND THE PERIMETER OF THE PAVER AREA TO PROVIDE FOR PROPER EDGE
RESTRAINT AND ALLOW FOR ADEQUATE SEPARATIONS BETWEEN PAVERS AND OTHER
SURFACE TYPES.
4.2. A LINEAR-EDGE CONCRETE COLLAR TO BE POURED AROUND ALL PENETRATIONS
(INCLUDING CLEANOUTS) THROUGH THE PAVER SECTION .
4.3.
5. GEOTEXTILE LINERS:
5.5. GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED
ALONG PERIMETER OF CROSS-SECTION OF THE PAVER AREA.
5.3. GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S
STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL
BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
5.4. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK,
HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE
APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM
OF 18", OR PER MANUFACTURER'S SPECIFICATION.
6. AGGREGATES:
6.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED GRANITE ROCK AND SHALL
BE WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES.
6.2. SUB-BASECOURSE AGGREGATE SHALL BE GRADATION ASTM #2, #3, OR #4. ASTM #4
WILL NOT BE ALLOWED FOR USE WITH SUBSURFACE STORMWATER DETENTION
SYSTEMS.
6.3. BASECOURSE AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
6.4. LEVELING COURSE SHALL BE GRADATION ASTM #8, #89 OR #9.
6.5. LEVELING COURSE SHALL BE INSTALLED ALL THE WAY TO THE FINISHED GRADE
SURFACE OF THE PAVERS.
6.6. THE AGGREGATE SHALL BE PLACED IN 6-INCH (MAX.) LIFTS, COMPACTING EACH LIFT
WITH A 10-TON, OR HEAVIER, VIBRATING STEEL DRUM ROLLER. MAKE AT LEAST FOUR
PASSES WITH THE ROLLER, WITH THE INITIAL PASSES MADE WHILE VIBRATING THE
ROLLER AND THE FINAL ONE TO TWO PASSES WITHOUT VIBRATION.
6.7. CONTRACTOR MAY BE REQUIRED TO PROVIDE COMPACTION TESTING.
7. UNDERDRAIN:
7.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE
NO WIDER THAN 3/8" TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE
OPENINGS.
7.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
8. CLEANOUTS:
8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE
UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND
EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE
APPROVED PLANS.
8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS
WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS,
AS REQUIRED.
8.4. PROVIDE OBSERVATION PORT AT DOWNSTREAM END OF EACH PERMEABLE PAVEMENT
SECTION, CONNECTED TO UNDERDRAIN WHEN PRESENT.
8.5. THE CLEANOUT FRAME AND COVER SHALL BE DUCTILE IRON AND STAMPED "CLEANOUT."
9. PAVERS:
9.1. CONTRACTORS MUST INSTALL A PAVER PRODUCT THAT IS APPROVED BY THE ICPI.
9.2. FINISHED GRADE OF THE PAVER SURFACE TO BE EVENLY SLOPED AND FLUSH WITH THE
ADJACENT EDGE RESTRAINTS.
9.3. ALL PENETRATIONS THROUGH THE PAVER SURFACE, INCLUDING CLEANOUT LIDS, SHALL
BE INSTALLED WITH A CONCRETE COLLAR POURED AROUND THE PERIMETER.
10. POST-INSTALLATION:
10.1. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA.
10.2. 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.
UNDISTURBED
SOIL SUBGRADE
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
3.4' MIN
4"
TOPSOIL
MAX 1
8" WIDTH HAND-TIGHT
JOINTS FILLED WITH
LEVELING COURSE
MATERIAL TO SURFACE
2-3" DEPTH OF
LEVELING COURSE
PERMEABLE
INTERLOCKING
CONCRETE PAVERS
EDGE RESTRAINT
(CONCRETE APRON
OPTION)
EDGE RESTRAINT
(CURB AND GUTTER
OPTION)
2" MIN
6"
6" MIN
CLEANOUTS WITH
CONCRETE COLLAR
(AS PER PLAN)
PERFORATED UNDERDRAIN
@ 0.50% MIN SLOPE
GEOTEXTILE LINER
(AS PER PLAN)
12" MIN
CROSS-SECTION DETAIL
20" MIN
6"
PREPARED SUBGRADE
@ 0.50% MIN SLOPE
3.4' MIN DEPTH OF
SUB-BASECOURSE
4" DEPTH OF
BASECOURSE
PAVER SURFACE @ 0.50%
MIN OR 3.00% MAX SLOPE
APPROVED:
DETAILS DRAWN BY:
CONSTRUCTION DATE REVISED:
STORMWATER DETAIL
PERMEABLE INTERLOCKING CONCRETE PAVERS
DECEMBER 2018
HEM
D-54
100 PERMEABLE INTERLOCKING CONCRETE PAVERS
102 SIDEWALK DETAIL
X X
X
X
X X
ST
ST ST
ST
ST
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 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 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
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
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD UD
E. LINCOLN AVE. EXISTING INLET
EXISTING INLET
EXISTING POND
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
MATCH INTO TOP
OF EXISTING
RETAINING WALL
MATCH INTO
EX. UTILITY
PADS
MATCH INTO EX.
HANDICAP RAMP
MATCH INTO EXISTING
CONCRETE DRIVEWAY
MATCH INTO EX.
HANDICAP RAMP
MATCH INTO EXISTING
MATCH INTO EXISTING
CONCRETE WALKS
EX. FF=4946.96
PROPOSED 1.0' WIDE
VERTICAL CURB
PROPOSED BRIDGE
(RE: ARCHITECT)
PROPOSED 1.0'
WIDE FLUSH CURB
PROPOSED 9"
WIDE FLUSH CURB
CONCRETE WALK
CONCRETE WALK
OUTDOOR PATIO
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EX. OVERHEAD
STRUCTURE
MATCH INTO EX.
SUPPORT COLUMN
MATCH INTO EX.
UTILITY PAD
CONSTRUCT 6" VERTICAL
CURB BETWEEN PAVERS
AND UTILITY PAD
3.0%
6.7%
3.0%
2.9%
1.2%
1.3%
1.0%
1.7%
1.0%
2.3%
1.2%
1.4%
2.3%
1.8%
2.1%
2.9%
6.6%
2.0%
2.0%
1.9%
3.9%
2.0%
46.36
46.48
(45.87)
(45.84)
(45.88)
45.69
45.51
45.57
45.52
45.30
46.06
45.88
2.1%
1.4%
46.16
46.32
(46.46)
46.15
(46.34)
(46.39)
(46.20)
(46.06)
46.08
45.94
2.0%
1.0%
EXISTING SIDEWALK
EXISTING STORM MH
MATCH INTO EX.
VALLEY PAN
MATCH INTO EXISTING
PROPOSED 1.0' WIDE VERTICAL
CURB. EXPOSE TOP 6" OF BACK
OF VERTICAL CURB.
5:1
4:1
PERMEABLE
PAVERS
PERMEABLE
PAVERS
Sheet
ODELL WINE PROJECT 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 9
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C300
GRADING PLAN
5
LEGEND:
ST
33.43
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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS.
4. SPOT ELEVATIONS DEPICTED ADJACENT TO RETAINING WALLS
REPRESENT THE FINISHED GRADE ELEVATIONS AT THE LOW SIDE AND
HIGH SIDE OF EACH WALL. RETAINING WALLS OVER 4 FEET IN HEIGHT,
MEASURED FROM THE LOW SIDE GRADE TO THE TOP OF THE WALL, WILL
REQUIRE A SEPARATE PERMIT THROUGH THE BUILDING DEPARTMENT. A
SEPARATE PERMIT IS NOT REQUIRED FOR RETAINING WALLS THAT ARE
NOT OVER 4 FEET IN HEIGHT, MEASURED FROM THE LOW SIDE GRADE TO
THE TOP OF THE WALL, PROVIDED THE HORIZONTAL DISTANCE TO THE
NEXT UPHILL RETAINING WALL IS AT LEAST EQUAL TO THE TOTAL HEIGHT
OF THE LOWER RETAINING WALL.
NOTES:
2.0%
UD
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
EXISTING STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED STORM SEWER
PROPOSED AREA DRAIN INLET
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SWALE
PROPOSED VERTICAL CURB & GUTTER
MATCH INTO EXISTING CONCRETE
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PEDESTRIAN ACCESS RAMPS
(33.43)
EXISTING DRY WELL
SS
SS
SS
SS SS
D
ST
ST
ST
ST
ST ST
ST
ST
ST
ST ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST ST ST ST
ST
D
D
H
Y
D
W
C
S
W
C
S
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
D
D
D
C.O.
E
VAULT
ELEC
V.P.
ELEC
BRKR
E
GGG
C.O.
C.O.
AC
AC
M
T
T
T
T
X
G
G G G
G
G
G
G
G
G
G
E
E
E E
E
E
E
E
E E
E
E
E
E
E
X
X
X
X X
X
T T
T
T
T
T T
T T
T
T
X
X X
T
T
T T
T
T
T
T
T
T
ST
ST ST ST ST
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 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
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
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
W W W W W W
W
W
UD UD
UD
UD UD UD
UD
UD
UD
UD
UD
UD
3
4" WATER METER. UPSIZE
SERVICE LINE TO 1 1
4" AT
5' AFTER THE METER PIT.
AREA INLET
CONNECT 1 1
4" WATER
SERVICE TO BUILDING
E. LINCOLN AVE. EXISTING INLET
EXISTING POND
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING OVERHEAD
STRUCTURE
EXISTING SIDEWALK
EXISTING STORM MH
EXISTING SIDEWALK
EXISTING RETAINING
WALL
EXISTING VALLEY
PAN
6' SIDEWALK
EXISTING
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
CONCRETE
DRIVEWAY
PROPOSED
RETAINING WALL
DRIVEWAY TO BE LOCATED IN
PRIVATE ACCESS EASEMENT BY
SEPARATE DOCUMENT
EDGE OF EASEMENT PER
REC. NO 19900004624
EDGE OF EASEMENT PER
REC. NO 19950074251
EXISTING 14'
ACCESS EASTMENT
EXISTING 22'
ACCESS EASTMENT
AREA INLET
AREA INLET
CLEAN OUT
(TYP.)
3
3
4
2
2
1
170 LF OF 1 1
4" COPPER
WATER SERVICE
Sheet
ODELL WINE PROJECT 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 9
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
C200
UTILITY & PAVING PLAN
4
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
EXISTING WATER MAIN
LEGEND:
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT
COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY
PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
7. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
8. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BENCHES,
SEAT WALLS, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, COLOR, STYLE,
AND PATTERN OF PERMEABLE PAVERS. DEFAULT INSTALLATION SHALL BE A
HERRINGBONE PATTERN.
9. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
10. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
11. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING SANITARY SEWER SS
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED UNDERDRAIN UD
EXISTING ELECTRIC E
EXISTING RIGHT-OF-WAY
PROPOSED 1 1/4" WATER SERVICE W
EXISTING TREES
PROPOSED PERMEABLE PAVERS
PROPOSED CURB
PROPOSED GRAVEL
PROPOSED CONCRETE FLATWORK
EXISTING CONCRETE FLATWORK
PROPOSED SAW CUT
EXISTING CABLE LINE CTV
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
ELEC
C
S
H2O
S
D
V.P.
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING POWER POLE
EXISTING VERTICAL PIPE
W
EXISTING ROOF DRAIN
EXISTING DRY WELL
6" VERTICAL CURB 1
9" FLUSH CURB 2
1' WIDE VERTICAL CURB 3
1' WIDE FLUSH CURB 4
W
W W
T
T
T
T
T
T
T
T
T
X
A
C
T T
T
T
T
T T
T
SS SS SS SS
SS SS
SS SS SS SS SS SS
SS
SS SS
SS
SS
SS
SS SS
SS
SS SS SS SS
M
D
ST
ST
ST ST
ST
ST
ST ST
ST
ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
D
D
H
Y
D
W
C
S
W
C
S
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
CONTROL IRR
IRR
MH
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
D
D
D
C.O.
E
VAULT
ELEC
V.P.
ELEC
BRKR
E
GGG
C.O.
C.O.
AC
AC
M
T
T
T
T
X
G
G G G
G
G
G
G G G
G
E
E E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X X
T T
T
T
T
T T T
T
T
T
X
X
X
T
T
T T
T
T
T
T
T
T
ST
ST ST ST ST
W
W
W
W
W
EXISTING BUILDING
±2949 SF ASPHALT
TO BE REMOVED
±88 SF CONCRETE
TO BE REMOVED
±9 SF CONCRETE
TO BE REMOVED
±99 SF CONCRETE
TO BE REMOVED
EXISTING STORM
INLET
EXISTING SANITARY
EXISTING 10' SIDEWALK MANHOLE
EXISTING FIRE
HYDRANT
EXISTING GATE TO
BE REMOVED
EXISTING GAS
LINE TO REMAIN
EDGE OF EXISTING
SHRUBS
AC UNITS
EXISTING SHRUBS
TO BE REMOVED
PRESERVE & PROTECT
EXISTING CONCRETE
PADS & TRANSFORMERS
APPROXIMATE
LOCATION OF EXISTING
TELEPHONE LINE
EXISTING GAS
LINE
EXISTING
WATER LINE
EXISTING ELECTRICAL
OUTLET
EXISTING WATERLINE
VALVE
EXISTING 3
4" WATER METER & CURB
STOP TO BE REUSED. SEE SHEET
C200 FOR FURTHER DETAIL
EXISTING
UNDERGROUND
CABLE
EXISTING
UNDERGROUND
ELECTRIC
PRESERVE &
PROTECT BOLLARDS
±365 SF CONCRETE
TO BE REMOVED
±414 SF CONCRETE
TO BE REMOVED
APPROXIAMTELY 116' OF 3
4"
WATER SERVICE TO BE
ABANDON 5' FROM THE
METER. (SEE SHEET C200.)
EXISTING 14'
ACCESS EASTMENT
±16' RETAINING
WALL TO BE
REMOVED
EXISTING 22'
ACCESS EASTMENT
E. LINCOLN AVE.
EXISTING INLET
EXISTING POND
EXISTING OUTLET
STRUCTURE
EXISTING STORM MH
RIM=4946.15
INV IN=4942.40 (N)
INV OUT=4942.33 (SW)
EXISTING STORM MH
RIM=4946.20
INV IN=4942.08 (N)
INV IN=4942.12 (NE)
INV OUT=4942.01 (S)
EXISTING CONCRETE APRON
EXISTING BUILDING
(824 E. LINCOLN AVE.)
ODELL BREWING
COMPANY
(800 E. LINCOLN AVE.)
EXISTING OUTDOOR PATIO
EXISTING PARKING LOT
EXISTING OVERHEAD
STRUCTURE
EXISTING SIDEWALK
EXISTING STORM MH
HORSETOOTH HOT SAUCE
(832 E. LINCOLN AVE.)
PRESERVE & PROTECT
EXISTING CONCRETE PAD
& TRANSFORMER
EXISTING RETAINING
WALL TO REMAIN IN
PLACE
EXISTING RETAINING
WALL
PRESERVE & PROTECT
EXISTING TREE
PRESERVE & PROTECT
EXISTING TREE
EDGE OF EASEMENT PER
REC. NO 19900004624
EDGE OF EASEMENT PER
REC. NO 19950074251
OUTDOOR PATIO
EXISTING GRAVEL
TO BE REMOVED
Sheet
ODELL WINE PROJECT 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 9
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
C100
& DEMOLITION PLAN
EXISTIG CONDITIONS
3
LEGEND:
G
EXISTING STORM SEWER ST
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
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. 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.
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. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST
JOINT.
7. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO
JOINT.
8. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE
NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA
INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, CURB AND GUTTER,
PRIVATE FENCES, AND ABOVE GROUND OR UNDERGROUND UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT
SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY
OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS
PROJECT.
9. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION ITEMS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 100-009
DATE: APRIL 17, 2008
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: JANUARY 29, 2009
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: AUGUST 01, 2019
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
ELEC
C
S
H2O
S
D
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING POWER POLE
EXISTING VERTICAL PIPE
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
W
PROPOSED SAWCUT
EXISTING TELEPHONE LINE T
EXISTING CABLE LINE CTV
EXISTING ROOF DRAIN
EXISTING DRY WELL
NOTES:
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.
10. 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.
11. All recommendations of the Prelimnary Drainage Report for Odell Wine Project Dated August, 28th 2019 by Northern
Engineering Services, Inc., shall be followed and implemented.
12. 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.
13. 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.
14. 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.
15. 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.
16. 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.
17. 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.
18. 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.
19. 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.
20. 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.
21. 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.
22. 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.
23. 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.
24. 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.
25. 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.
26. 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.
27. 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.
28. 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.
29. 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.
30. 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.
31. 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.
32. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)
for the project as well as the basis of bearings. The information shall be as follows:
BENCHMARK #1:
City of Fort Collins Benchmark 3-00
Location: On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave.
and Willow st.
Elevation= 4967.33 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark R 402
Location: At the junction of 9th street and Lincoln Ave. in the East edge of the concrete footing for highline tower number
29, 156.8ft North of the centerline of the Avenue, 73.2 ft West of the Centerline of the street, and .7 ft West of the East
edge of the footing.
Elevation= 4942.21 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29
Unadjusted Datum (prior City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation
should be used: NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
North line of the Subdivision Plat of Odell Brewing Company First Replat as bearing South 89°11'23" West
33. All stationing is based on centerline of roadways unless otherwise noted.
34. 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.
35. 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.
36. 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.
37. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
38. 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.
39. 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.
40. 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.
16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to
personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter
or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas,
and/or building sites.
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.
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 Prelimnary Drainage Report for Odell Wine Project Dated August, 28th 2019 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.
800 E. Lincoln Avenue
Fort Collins, Colorado 80525
(970) 498-9070
SITE ENGINEER
Rebecca Spears, AIA
RB+B Architects, Inc.
315 E. Mountain Avenue #100
Fort Collins, Colorado 80524
(970) 484-0117
ARCHITECT
SURVEYOR
PLANNER/LANDSCAPE
ARCHITECT
SHEET INDEX
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 3-00
Location: On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the
Northeast corner of Lincoln Ave. and Willow st.
Elevation= 4967.33 (NAVD88)
BENCHMARK #2:
City of Fort Collins Benchmark R 402
Location: At the junction of 9th street and Lincoln Ave. in the East edge of the concrete
footing for highline tower number 29, 156.8ft North of the centerline of the Avenue, 73.2 ft
West of the Centerline of the street, and .7 ft West of the East edge of the footing.
Elevation= 4942.21 (NAVD88)
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) for
their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose,
the following equation should be used: NGVD29 Unadjusted Datum (prior City of Fort
Collins Datum) = NAVD88 - 3.18'
Basis of Bearings
North line of the Subdivision Plat of Odell Brewing Company First Replat as bearing South
89°11'23" West
Original Field Survey
Northern Engineering Services, INC.
Project Number: 100-009
Date: April 17, 2008
Additional Field Surveys:
Northern Engineering Services, INC.
Date: January 29, 2009
Additional Field Survey:
Northern Engineering Services, INC.
Date: August 01, 2019
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
UTILITY PLANS FOR
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH RANGE 69 WEST
OF THE 6th P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ODELL WINE PROJECT
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
(MAJOR AMENDMENT)
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.
PHONE NUMBER
GAS----------------- Xcel Energy------------------------------------------(970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power--------------(970) 212-2900
CABLE------------- Comcast----------------------------------------------(800) 934-6489
TELECOM.--------CenturyLink------------------------------------------(970) 445-4382
WATER------------ City of Fort Collins Utilities-----------------------(970) 221-6700
WASTEWATER--City of Fort Collins Utilities-----------------------(970) 221-6700
STORMWATER- City of Fort Collins Utilities-----------------------(970) 221-6700
1 C000 COVER SHEET
2 C001 GENERAL AND CONSTRUCTION NOTES
3 C100 EXISTING CONDITIONS & DEMOLITION PLAN
4 C200 UTILITY & PAVING PLAN
5 C300 GRADING PLAN
6 C400 SITE DETAILS
7 C401 UTILITY DETAILS
8 C402 STORMWATER DETAILS
9 C500 DRAINAGE EXHIBIT
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
Bob Tessely, PLS
Northern Engineering Services, Inc.
301 N. Howes St., Suite 100
Fort Collins, Colorado 80521
(970) 221-4158