HomeMy WebLinkAbout221 EAST MOUNTAIN AVENUE - BASIC DEVELOPMENT REVIEW - BDR180012 - SUBMITTAL DOCUMENTS - ROUND 1 - 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
04/25/18
N/A
N/A
JTC
JTC
1324-028-00
1 of 5
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 NORTHWEST 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
APRIL 2018
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 FOR THEIR VERTICAL DATUMS.
IF NGVD UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD UNADJUSTED = 4979.75 (NAVD88) - 3.17 = 4976.58
NGVD UNADJUSTED = 4978.05 (NAVD88) - 3.18 = 4974.87
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
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
04/25/18
1"= 10'
N/A
JTC
JTC
1324-028-00
2 of 5
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:
20' 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
04/25/18
1"= 10'
N/A
JTC
JTC
1324-028-00
3 of 5
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:
20' 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
04/25/18
1"= 10'
N/A
JTC
JTC
1324-028-00
4 of 5
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:
20' 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, DRAINAGE & EROSION CONTROL PLAN
04/25/18
1"= 10'
N/A
JTC
JTC
1324-028-00
5 of 5
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
PRELIMINARY
NOT FOR
CONSTRUCTION
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 XX 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
LEGEND
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR
CONSTRUCTION
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.
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR
CONSTRUCTION
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 CONTROL AND
EXPANSION JOINT LAYOUT.
RESERVED
PARKING
VAN
ACCESSIBLE
STOP
P
FIRE LANE
LIGHT DUTY CONCRETE
LEGEND
HEAVY DUTY CONCRETE
PAVEMENT
LIGHT DUTY ASPHALT
PAVEMENT
HEAVY DUTY ASPHALT
PAVEMENT
Environmental Planner
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Date
Date
Date
Date
Date
Date
PRELIMINARY
NOT FOR
CONSTRUCTION
0
10'
10 5 10 20
SCALE: 1" =
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. REFERENCE LANDSCAPE AND ARCHITECTURAL PLANS FOR ADDITIONAL SITE
REMOVAL/RELOCATIONS.
11. ALL EXISTING UTILITIES WITHIN WORK AREA ARE TO BE PROTECTED UNLESS
OTHERWISE NOTED.
12. 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.
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)
BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER UTILITIES.
REFER TO THE PRELIMINARY GEOTECHNICAL REPORT, 221 EAST MOUNTAIN OFFICE BUILDING,
221 EAST MOUNTAIN AVENUE, FORT COLLINS , COLORADO, DATED APRIL 20, 2016,
TERRACON PROJECT N0 20165029, BY TERRACON, INC., FOR SITE EXCAVATION, GRADING
AND PAVING RECOMENDATIONS.
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.
JASON T. CLAEYS
P.E. NO. 42122
INDEX OF SHEETS
Sheet No. Description of Sheets
1 COVER SHEET
2 DEMOLITION PLAN
3 HORIZONTAL CONTROL PLAN
4 UTILITY PLAN
5 GRADING, DRAINAGE & EROSION CONTROL PLAN
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
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, CO 80550
Ph. 970.674.3300
ARCHITECT
Neenan Company
3325 S. Timberline Rd.
Fort Collins, CO 80525
Ph. 970.493.8747
SURVEYOR
Northern Engineering
201 N. Howes St, Suite 100
Fort Collins, CO 80521
Ph. 970.221.4158
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
PRELIMINARY
NOT FOR
CONSTRUCTION