HomeMy WebLinkAbout221 EAST MOUNTAIN AVENUE - BDR180012 - SUBMITTAL DOCUMENTS - ROUND 5 - UTILITY PLANSSITE
MULBERRY STREET
COLLEGE AVE
LEMAY AVE
RIVERSIDE AVENUE
VINE DRIVE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
COVER SHEET
03/06/2019
N/A
N/A
RA
1324-028-00
1 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
UTILITY PLANS FOR
221 EAST MOUNTAIN
LOTS 1 THRU 6, BLOCK 131, TOWN OF FORT COLLINS,
LOCATED IN PART OF THE SOUTHWEST QUARTER OF SECTION 12,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MARCH 2019
PROJECT VERTICAL DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-13: SOUTHWEST CORNER OF COLLEGE AVE.
AND MAPLE ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION = 4979.75 (NAVD88)
FORT COLLINS BENCHMARK 5-00: LOCATED ON THE TOP OF A CURB OF A SIGNAL
POLE BASE AT THE NORTHWEST CORNER OF LINDEN ST. AND JEFFERSON ST.
ELEVATION = 4978.05 (NAVD88)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (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 (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.18
PROJECT VICINITY MAP
N.T.S.
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
GENERAL NOTES
03/06/2019
N/A
N/A
RA
1324-028-00
2 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
JTC/
LAJ
C
S
D D
H
Y
D
MW
MW
V.P.
ELEC
D
MW
MW
MW
MW
E G
G
C
S
BLOCK 131
LOTS 1-6
19,495 sq.ft.
0.447 acres
LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
20' ALLEY
MATHEWS STREET
(100' R.O.W.)
MOUNTAIN AVENUE
(140' R.O.W.)
LOTS 7-8
BLOCK 131
LOT 27
BLOCK 131
10' ALLEY
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
DEMOLITION PLAN
03/06/2019
1"= 10'
N/A
RA
1324-028-00
3 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
C
S
D D
H
Y
D
V.P.
ELEC
D
C
S
20' PUBLIC ALLEY
MATHEWS STREET
(100' R.O.W.)
MOUNTAIN AVENUE
(140' R.O.W.)
LOTS 7-8
BLOCK 131
LOT 27
BLOCK 131
221 E. MOUNTAIN AVE
FFE = 4978.00
10' ALLEY
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
HORIZONTAL CONTROL PLAN
03/06/2019
1"= 10'
N/A
RA
1324-028-00
4 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
D D
H
Y
D
V.P.
ELEC
D
G
C
S
20' PUBLIC ALLEY
MATHEWS STREET
(100' R.O.W.)
MOUNTAIN AVENUE
(140' R.O.W.)
LOTS 7-8
BLOCK 131
LOT 27
BLOCK 131
221 E. MOUNTAIN AVE
FFE = 4978.00
10' ALLEY
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
UTILITY PLAN
03/06/2019
1"= 10'
N/A
RA
1324-028-00
5 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
D D
H
Y
D
V.P.
ELEC
D
G
C
S
20' PUBLIC ALLEY
MATHEWS STREET
(100' R.O.W.)
MOUNTAIN AVENUE
(140' R.O.W.)
LOTS 7-8
BLOCK 131
LOT 27
BLOCK 131
221 E. MOUNTAIN AVE
FFE = 4978.00
10' ALLEY
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
GRADING PLAN
03/06/2019
1"= 10'
N/A
RA
1324-028-00
6 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
D D
H
Y
D
V.P.
ELEC
D
G
C
S
20' PUBLIC ALLEY
MATHEWS STREET
(100' R.O.W.)
MOUNTAIN AVENUE
(140' R.O.W.)
LOT 27
BLOCK 131
221 E. MOUNTAIN AVE
FFE = 4978.00
10' ALLEY
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
DRAINAGE & EROSION CONTROL PLAN
03/06/2019
1"= 10'
N/A
RA
1324-028-00
7 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
®
SANITARY SERVICE CONNECTION
AT SANITARY SEWER MAIN
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
DETAILS
03/06/2019
N/A
N/A
RA
1324-028-00
8 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SANITARY/STORM CLEANOUT DETAIL
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
DETAILS
03/06/2019
N/A
N/A
RA
1324-028-00
9 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
SIGN DETAIL
NTS
6" CURB AND 1' SPILL GUTTER
CONCRETE PAN DETAIL
NTS
1218 W. Ash, Suite A
Windsor , Colorado 80550
Phone: (970) 674-3300
Fax: (970) 674-3303
I N T E R W E S T C O N S U L T I N G G R O U P
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
221 EAST MOUNTAIN
DETAILS
03/06/2019
N/A
N/A
RA
1324-028-00
10 of 10
NEENAN COMPANY
3325 S. TIMBERLINE RD.
FORT COLLINS, CO 80525
PHONE: 970.493.8747
CALL BEFORE YOU DIG
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
JTC/
LAJ
CONCRETE PAVING SECTION DETAIL
NTS
curb and gutter detail (ON-SITE ONLY)
BOLLARD DETAIL
NTS
CONCRETE CHANNEL
JTC/
LAJ
NTS
PLAN VIEW
JTC/
LAJ
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
NOTES
1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL.
2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY
SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION.
3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS
NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED,
SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION.
4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS.
7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO
STABILIZE THE SOIL.
8. REFERENCE SHEET 10 FOR EROSION CONTROL DETAILS.
CoFC Standard erosion and sediment control notes:
1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2. ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION
SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF
EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE
SHORTEST PRACTICAL PERIOD OF TIME.
4. 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 IS 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 STORMWATER DEPARTMENT.
5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. 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 DRAINAGEWAY.
7. 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 30
DAYS SHALL BE SEEDED AND MULCHED.
8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN
BOUNDARY
DRAINAGE BASIN
FLOW PATH
INLET PROTECTION
CONSTRUCTION ENTRANCE
W/ VEHICLE TRACKING CONTROL
SEDIMENT CONTROL LOG
ROCK SOCKS
CONCRETE WASHOUT AREA
LEGEND
JTC/
LAJ
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
NOTES:
1. ELEVATIONS SHOWN ARE 49XX.XX
2. ALL SIDEWALKS SHALL HAVE A MAX 2.0% CROSS SLOPE
3. FINISH GRADE AROUND EXTERIOR OF THE BUILDING TO
BE AT THE FFE UNLESS OTHERWISE NOTED
JTC/
LAJ
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
NOTES:
1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE
EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE
CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING
UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A
CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR
DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE
WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE
SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE
FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES.
2. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5-FEET FROM BUILDING
UNLESS OTHERWISE NOTED. SITE CONTRACTOR SHALL COORDINATE EXACT
LOCATIONS OF BUILDING UTILITIES WITH ARCHITECTURAL DRAWINGS.
3. ALL STORM SEWER, 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 LOCAL ENGINEER.
4. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT
COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF
CONSTRUCTION.
5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF
FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF
CONSTRUCTION.
7. SANITARY SEWER SERVICE LINES SHALL BE SDR 35 PVC.
8. STORM SEWER PIPE SHALL BE SDR 35 PVC WITH WATER TIGHT JOINTS AS
SPECIFIED ON THE PLAN.
9. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE AND INCLUDES THE FLARED END SECTION.
10. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS,
ELECTRIC METERS, AND TELEPHONE TERMINALS.
11. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
12. 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.
13. ALL PROPOSED UTILITIES ON-SITE ARE TO BE CONSIDERED PRIVATE OWNERSHIP,
AND ARE THEREFORE TO BE MAINTAINED BY THE PRIVATE OWNER.
JTC/
LAJ
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
NOTES:
1. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION
2. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
3. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
4. COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND
SITE FEATURES WITH ARCH AND LANDSCAPE.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
INSTALLATION OF STRIPING OR MARKING.
6. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD
COORDINATED WITH OWNER.
7. REFERENCE ARCH AND LANDSCAPE PLANS FOR DECORATIVE
CONCRETE, PAVERS, CONTROL AND EXPANSION JOINT LAYOUT
AND DETAILS.
8. PARKING STALLS TO BE STRIPED WITH 4" THERMOPLASTIC.
WHERE STRIPING FALLS ON CONCRETE SURFACES, 125 MIL
SEALER IS TO BE USED.
STOP P
FIRE LANE
LIGHT DUTY CONCRETE
LEGEND
HEAVY DUTY CONCRETE
PAVEMENT
LIGHT DUTY ASPHALT
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
PAVERS
JTC/
LAJ
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
or 8-1-1
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
0
10'
10 5 10 20
SCALE: 1" =
LEGEND
UTILITIES TO BE REMOVED
SITE FEATURES TO BE REMOVED
STRUCTURE/UTILITY/LIGHT/ETC.
(TO BE REMOVED)
TREE REMOVAL/RELOCATION (RE: LA)
PROTECT EXISTING TREES (RE: LA)
NOTES:
1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM
A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS
AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT
SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF
CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT
VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL
COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES.
NOTIFY OWNER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER
AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
COMPLETENESS SHOWN.
2. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT
TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS
DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE
COMPLETED IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS AT
CONTRACTOR EXPENSE.
3. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL
MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL
PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM
FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL
REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL
DISTURBED GROUND IS ADEQUATELY VEGETATED.
4. LIMITS OF ASPHALT AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS
OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY
COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT
IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN
THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL
REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY/LCUASS
STANDARDS.
5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND
REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST
JOINT.
6. ALL UTILITY DISCONNECTION/CONNECTION/REMOVAL/RELOCATIONS
SHALL BE COORDINATED WITH THE UTILITY PROVIDER.
7. ALL FOUNDATIONS TO BE REMOVED TO BOTTOM OF FOOTERS.
8. COORDINATE ALL REMOVALS WITH THE PROPERTY OWNER TO CONFIRM
LIMITS OF REMOVAL AND IF ITEMS ARE TO BE SALVAGED OR DISPOSED
PRIOR TO COMMENCING WORK.
9. FOR TREE REMOVAL AND PROTECTION, REFER TO LANDSCAPE TREE
MITIGATION PLAN. INFORMATION SHOWN ON THIS PLAN IS FOR
COORDINATION PURPOSES ONLY.
10. CONTRACTOR TO MAINTAIN IRRIGATION TO EXISTING TREES AND
LANDSCAPING TO REMAIN.
11. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL
SITE REMOVAL/RELOCATIONS.
12. ALL EXISTING UTILITIES WITHIN WORK AREA ARE TO BE PROTECTED
UNLESS OTHERWISE NOTED.
13. EX SSMH TO BE REMOVED. CONTRACTOR TO CONFIRM IF ACTIVE SERVICES
REMAIN. ALL ACTIVE SERVICES TO BE ROUTED TO EX SSMH TO THE SOUTH.
CONTRACTOR TO VERIFY IF ADEQUATE SLOPE EXISTS AND NOTIFY
ENGINEER OF CONFLICTS.
14. ALL FOUNDATIONS TO BE REMOVED TO BOTTOM OF FOOTINGS.
JTC/
LAJ
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
REFER TO THE GEOTECHNICAL ENGINEERING REPORT, ELEVATIONS CREDIT UNION, 221 EAST
MOUNTAIN AVENUE, FORT COLLINS , COLORADO, DATED JULY 02, 2018, TERRACON PROJECT
N0 20185082, BY TERRACON CONSULTANTS, INC., FOR SITE EXCAVATION, GRADING AND
PAVING RECOMMENDATIONS.
CHECKED BY:
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Parks and Recreation
Traffic Engineer
Stormwater Utility
Water & Wastewater Utility
City Engineer
CHECKED BY:
APPROVED:
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
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.
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR
CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE
LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES
REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON
AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE
REQUIRED DURING THE CONSTRUCTION PHASE.
ROBERT ALMIRALL
P.E. NO. 33441
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 GENERAL NOTES
3 DEMOLITION PLAN
4 HORIZONTAL CONTROL PLAN
5 UTILITY PLAN
6 GRADING PLAN
7 DRAINAGE & EROSION CONTROL PLAN
8 - 10 DETAILS
UTILITY CONTACTS:
LIGHT & POWER
City of Fort Collins Light & Power
Contact: Janet McTague
Ph. 970.224.6154
STORMWATER,WATER & WASTEWATER
City of Fort Collins Utilities
700 Wood Street
Fort Collins, Colorado 80522
Contact: Shane Boyle
Ph. 970.221.6339
NATURAL GAS
Xcel Energy
1901 E. Horsetooth Road
Fort Collins, Colorado 80525
Contact: Stephanie Rich
Ph. 970.225.7828
TELEPHONE SERVICE
Century Link (Qwest)
3351 Eastbrook Drive
Fort Collins, Colorado 80525
Contact: Bill Johnson
Ph. 970.490.7501
CABLE SERVICE
Comcast
1201 University Dr.
Fort Collins, Colorado 80521
Contact: Don Kapperman
Ph. 970.567.0245
DEVELOPER
East Mountain 221, LLC
2300 55th Street
Boulder, CO 80301
Ph. 303.443.4672
Contact: Mike Tressler
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, CO 80550
Ph. 970.674.3300
Contact: Bob Almirall, PE
ARCHITECT
Neenan Company
3325 S. Timberline Rd.
Fort Collins, CO 80525
Ph. 970.493.8747
Contact: Bob Hosanna
SURVEYOR
Northern Engineering
201 N. Howes St, Suite 100
Fort Collins, CO 80521
Ph. 970.221.4158
Contact: Bob Tessely, PLS
PROPOSED STREET LIGHT
PROPOSED STORM SEWER
EXISTING SANITARY SEWER MAIN
PROPOSED TELEPHONE LINE
EXISTING GAS
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING MANHOLE
PROPOSED STORM INLET
LEGEND
PROPOSED CONCRETE
PROPOSED MINOR CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
PROPOSED MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING UTILITY POLE
EXISTING GUY WIRE
PROPOSED GAS
EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE
EXISTING TELEPHONE LINE
EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MAIN
PROPOSED WATER MAIN
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED WATER VALVE
PROPOSED MANHOLE
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
EXISTING FIBER OPTIC LINE
PROPOSED HANDICAP RAMP
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD TELEPHONE LINE
PROPOSED OVERHEAD ELECTRIC LINE
PROPOSED FIBER OPTIC LINE
PROPOSED OVERHEAD TELEPHONE LINE
EXISTING FENCE
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV LINE PROPOSED CABLE TV
PROPOSED WATER SERVICE W/
CURB STOP AND METER PIT
PROPOSED SANITARY SEWER SERVICE
W/ CLEANOUT
ABBREVIATION LIST
ABC AGGREGATE BASE COURSE
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARCH ARCHITECT
ARV AIR RELEASE VALVE
ASPH ASPHALT
BLDG BUILDING
BFE BASE FLOOD ELEVATION
BFV BUTTERFLY VALVE
BOV BLOW OFF VALVE
BOS BOTTOM OF STEP
BOW BACK OF WALK
BW BOTTOM OF WALL
C&G CURB & GUTTER
CATV CABLE TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
CoFC CITY OF FORT COLLINS
COMM COMMUNICATION
CON CONDENSATE
CONC CONCRETE
COORD COORDINATION
CW CHILL WATER
CWR CHILL WATER RETURN
CWS CHILL WATER SUPPLY
DE DRAINAGE EASEMENT
DEMO DEMOLITION
DIA DIAMETER
DIP DUCTILE IRON PIPE
E EAST(ING)
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GROUND
EL ELEVATION
ELCO EAST LARIMER COUNTY WATER
DISTRICT
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EX EXISTING
ESMT EASEMENT
EST ESTIMATE(D)
F FIRE LINE
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
FP FLOODPLAIN
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
GND GROUND
GV GATE VALVE
HBP HOT BITUMINOUS PAVEMENT
HORZ HORIZONTAL
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
HW HEADWALL
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LA LANDSCAPE (PLAN/ACRH)
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAX MAXIMUM
ME MATCH EXISTING
MEP MECHANICAL, ELECTRICAL,
PLUMBING ENGINEER
MH MANHOLE
MIN MINIMUM
N NORTH(ING)
NA NOT APPLICABLE
NTS NOT TO SCALE
NWCWD NORTH WELD COUNTY WATER
DISTRICT
OC ON CENTER
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
P&UE PEDESTRIAN & UTILITY EASEMENT
PE PEDESTRIAN EASEMENT
PERF PERFORATED
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCR POINT OF CURB RETURN
PH POTHOLE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R&R REMOVAL & REPLACEMENT
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RE REFERENCE
RFPE REGULATORY FLOODPLAIN
PROTECTION ELEVATION
RJ RESTRAINT JOINT
ROW RIGHT-OF-WAY
RT RIGHT
SCH SCHEDULE
S SOUTH
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SRVC SERVICE
SS SANITARY SEWER
SSCO SANITARY SEWER CLEAN-OUT
SSMH SANITARY SEWER MANHOLE
SSWR SANITARY SEWER
STA STATION
STM STEAM
SWMP STORMWATER MANAGEMENT PLAN
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TBV TO BE VACATED
TBR TO BE REMOVED
TELE TELEPHONE
TEMP TEMPORARY
TF TOP OF FOUNDATION
TOS TOP OF STEP
TRM TURF REINFORCEMENT MAT
TW TOP OF WALL
TYP TYPICAL
XS CROSS SECTION
UD UNDERDRAIN
UE UTILITY EASEMENT
UGE UNDERGROUND ELECTRIC
UTIL UTILITY
VCP VITRIFIED CLAY PIPE
VIF VERIFY IN FIELD
VERT VERTICAL
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF
INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE OR WEST
WL WATERLINE
WQCE WATER QUALITY CONTROL
ELEVATION
WSE WATER SURFACE ELEVATION
JTC/
LAJ