HomeMy WebLinkAboutHARMONY COTTAGES - FDP - FDP160019 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS5176*6#(6*+..41#&
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PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
GENERAL NOTES
04/13/16
N/A
N/A
SB
RA
1255-028-00
2 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
OUTLOT C
DE & UE
OUTLOT C
DE & UE
OUTLOT A
OUTLOT B
DE & UE
OUTLOT B
OUTLOT C
OUTLOT C
HOA
TRACT B
(EX. UE)
OUTLOT B
DE & UE
OUTLOT C
DE & UE
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
HORIZONTAL CONTROL PLAN
04/13/16
1"=30'
N/A
SB
RA
1255-028-00
3 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
LEGEND
PROPOSED HEAVY DUTY CONCRETE PAVEMENT
RAIN GARDEN W/
BIORETENTION MEDIA
PROPOSED CONCRETE
PROPOSED LIGHT DUTY CONCRETE PAVEMENT
PRELIMINARY
NOT FOR CONSTRUCTION
TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES:
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON
SHEET 2 OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND
MARKING CONSTRUCTION NOTES USED HERE.
2. ALL SIGNAGE SHALL BE PER CITY STANDARDS, CDOT AND THESE PLANS
OR AS OTHERWISE SPECIFIED IN MUTCD.
3. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
4. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
5. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO
OUTLOT C
DE & UE
OUTLOT C
DE & UE
OUTLOT A
OUTLOT B
DE & UE
OUTLOT B
OUTLOT C
OUTLOT C
HOA
TRACT B
(EX. UE)
OUTLOT B
DE & UE
OUTLOT C
DE & UE
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
UTILITY PLAN
04/13/16
1"=30'
N/A
SB
RA
1255-028-00
4 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
NOTES:
1. ALL SANITARY SEWER, AND WATER 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 LOCAL
ENGINEER.
2. WATER MAINS SHALL BE PVC (C-900) AS SPECIFIED BY THE CITY OF
FORT COLLINS STANDARD PLANS AND SPECIFICATIONS.
3. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF
5-FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K
COPPER AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD
PLANS AND SPECIFICATIONS.
4. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS
OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS
SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND
SPECIFICATIONS.
5. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS
ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR.
RAIN
GARDEN A
RAIN GARDEN B
RAIN GARDEN B
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
OVERLOT GRADING PLAN
04/13/16
1"=30'
N/A
SB
RA
1255-028-00
5 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
LEGEND
RAIN GARDEN W/
BIORETENTION MEDIA
PRELIMINARY
NOT FOR CONSTRUCTION
NOTES:
1. 2" OF TOPSOIL TO BE SPREAD ACROSS THE ENTIRE SITE IN AREAS
OUTSIDE THE LIMITS OF HARDSCAPE. REMAINING TOP SOIL FROM
INITIAL TOPSOIL STRIPING STOCKPILE TO BE HAULED OFF SITE.
2. REFER TO DETAILED GRADING PLAN FOR SPOT ELEVATIONS ALONG
THE PRIVATE DRIVE, ALLEYS, SWALES, CONCRETE PANS, AND
SIDEWALK AREAS.
GRASS SWALE
TYPICAL SECTION
0
20'
20 10 20 40
SCALE: 1" =
NOTES:
1. * INDICATES ADA ACCESSIBLE UNIT.
FF= FINISH FLOOR ELEVATION, TFE = TOP OF FOUNDATION ELEVATION,
FG=FINISH GRADE ELEVATION
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 PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR
EXPENSE.
3. SIDEWALKS ADJACENT TO STREETS AND DRIVES SLOPE 2% TOWARDS
THE CURB LINE.
4. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. ALL PAVEMENT SECTIONS PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
5. SEE LANDSCAPE PLANS FOR REVEGETATION METHODS.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
GRADING PLAN
04/13/16
1"=20'
N/A
SB
RA
1255-028-00
6 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
MATCHLINE - SEE SHEET 7
GRASS SWALE
TYPICAL SECTION
0
20'
20 10 20 40
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
GRADING PLAN
04/13/16
1"=20'
N/A
SB
RA
1255-028-00
7 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
MATCHLINE - SEE SHEET 6 MATCHLINE - SEE BELOW
MATCHLINE - SEE ABOVE
NOTES:
1. * INDICATES ADA ACCESSIBLE UNIT.
FF= FINISH FLOOR ELEVATION, TFE = TOP OF FOUNDATION ELEVATION,
FG=FINISH GRADE ELEVATION
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 PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR
EXPENSE.
3. SIDEWALKS ADJACENT TO STREETS AND DRIVES SLOPE 2% TOWARDS
THE CURB LINE.
4. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL
ENGINEER RECOMMENDATIONS. ALL PAVEMENT SECTIONS PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS.
5. SEE LANDSCAPE PLANS FOR REVEGETATION METHODS.
STORM LINE A PROFILE
5130
5135
5140
5145
5150
5130
5135
5140
5145
5150
-0+50 0+00 0+50 1+00
STORM LINE B PROFILE
HORIZ. SCALE: 1"=30'
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
-0+50 0+00 0+50 1+00 1+50 2+00
PRELIMINARY
NOT FOR CONSTRUCTION
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
STORM SEWER PLAN & PROFILE
04/13/16
1"=30'
1"=3'
SB
RA
1255-028-00
8 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
3'
30 15 30 60
NOTES:
1. STORM SEWER INSTALLATION SHALL CONFORM TO THE CITY OF
FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE
DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER.
OUTLOT C
HOA
TRACT B
(EX. UE)
5130
5135
5140
5145
5150
5155
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
5130
5135
5145
5150
5155
PRELIMINARY
NOT FOR CONSTRUCTION
MATCH LINE SEE SHEET 10
MATCH LINE SEE SHEET
10
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
SANITARY SEWER PLAN & PROFILE
04/13/16
1"=30'
1"=3'
SB
RA
1255-028-00
9 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
3'
30 15 30 60
OUTLOT C
OUTLOT A
OUTLOT B
OUTLOT B
OUTLOT C
5130
5135
5140
5145
5150
5155
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
5155
5130
5140
PRELIMINARY
NOT FOR CONSTRUCTION
MATCH LINE SEE SHEET 9
MATCH LINE SEE SHEET 9
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
SANITARY SEWER PLAN & PROFILE
04/13/16
1"=30'
1"=3'
SB
RA
1255-028-00
10 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
3'
30 15 30 60
OUTLOT B
OUTLOT C
OUTLOT B
OUTLOT C
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
-0+25 0+00 0+50 1+00 1+25
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
-0+25 0+00 0+50 1+00 1+50 1+75
5140
5145
5150
5155
5140
5145
5150
5155
-0+50 0+00 0+50 1+00 1+50
5140
5145
5150
5155
5160
5140
5145
5150
5155
5160
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
SANITARY SEWER PLAN & PROFILE
04/13/16
1"=30'
1"=3'
SB
RAIN
GARDEN A
RAIN
GARDEN B
0
40'
40 20 40 80
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DRAINAGE PLAN
04/13/16
1"=40'
N/A
SB
RA
1255-028-00
12 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PROPOSED DRAINAGE BASIN DIVIDE LINE
MINOR STORM RUNOFF COEFFICIENT
DRAINAGE BASIN AREA
DRAINAGE BASIN NUMBER
LEGEND
PROPOSED DIRECTION OF OVERLAND FLOW
DESIGN POINT
NOTES:
1. SEE LANDSCAPE PLAN FOR PLANTINGS THROUGHOUT THE SITE.
2. THE TOP OF FOUNDATION ELEVATION SHOWN IS HIGHER THAN THE MINIMUM
ELEVATION REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
PRELIMINARY
NOT FOR CONSTRUCTION
RAIN
GARDEN A
RAIN GARDEN B
RAIN GARDEN B
0
30'
30 15 30 60
SCALE: 1" =
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
EROSION CONTROL PLAN
04/13/16
1"=30'
N/A
SB
RA
1255-028-00
13 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
LEGEND
PROPOSED DIRECTION OF OVERLAND FLOW
VEHICLE TRACKING CONTROL
SILT FENCE
INLET PROTECTION (TYPE I)
EROSION LOG DITCH INSTALLATION
CONCRETE WASHOUT
(CONSTRUCTION ENTRANCE)
GRAVEL BAG
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.
EROSION LOG
EROSION LOG FILTER AT DROP INLET
FIRE ACCESS WALK
N.T.S.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
14 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRIVATE DRIVE TYPICAL SECTION
N.T.S.
PRIVATE ALLEY TYPICAL SECTION
N.T.S.
PRELIMINARY
NOT FOR CONSTRUCTION
COBBLE RUNDOWN
N.T.S.
ALLEY RAMP DETAIL
(PRIVATE)
N.T.S.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
15 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
WATER METER TYPICAL LAYOUT
N.T.S.
BOLLARD DETAIL
RAIN GARDEN OUTLET STRUCTURE DETAIL
N.T.S. RAIN GARDEN CLEANOUT DETAIL
RAIN GARDEN TYPICAL SECTION
N.T.S.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
16 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
RAIN GARDEN A
N.T.S.
RAIN GARDEN B
N.T.S.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
17 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
TRAFFIC RATED CLEANOUT
NOT TO SCALE
SANITARY SEWER SERVICE
TYPICAL LAYOUT
N.T.S.
SIDEWALK CHASE DETAIL
(PRIVATE)
N.T.S.
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
18 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
DETAILS
04/13/16
N.A
N/A
SB
RA
1255-028-00
19 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
RA
1255-028-00
11 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
ALLEY A PROFILE ALLEY B PROFILE
ALLEY C PROFILE ALLEY D PROFILE
0
HORIZONTAL
SCALE: 1" =
VERTICAL
SCALE: 1" =
30'
3'
30 15 30 60
2. STORM SEWER PIPE SHALL BE RCP OR PVC WITH WATER TIGHT
JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE
INSPECTED BY THE CITY OF FORT COLLINS.
3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO
CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION.
ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
LEGEND
PROPOSED CONCRETE PAVEMENT
RAIN GARDEN W/
BIORETENTION MEDIA
PROPOSED CONCRETE
6. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL
PRIMARY LINE FROM CONNECTION POINT TO ELECTRIC VAULT,
SECONDARY LINES FROM VAULT TO METER, AND BUILDING METER.
CONTRACTOR SHALL COORDINATE WITH FORT COLLINS METER
GROUP FOR METER LOCATION. CONTACT CITY OF FORT COLLINS
LIGHT & POWER FOR THEIR CURRENT REQUIREMENTS.
7. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO
CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND
GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO
CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST
CERTIFICATE OF OCCUPANCY.
8. THE MAIN DRIVE AND ALLEYS ARE TO BE PRIVATELY OWNED AND
MAINTAINED.
9. REFER TO DETAIL SHEET 15 FOR RAIN GARDEN INFORMATION. PRELIMINARY
NOT FOR CONSTRUCTION
INSTALLATION OF STRIPING OR MARKING.
6. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR
LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
7. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN
UNOBSTRUCTED VIEW OF EACH SIGN.
A 4" SOLID YELLOW WITH 4" DASHED YELLOW, 2' LONG WITH 4' GAP
SIGN & STRIPING LEGEND
STOP
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS
FOR STREET RIGHT-OF-WAY WORK.
2. TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED
WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
3. ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE
GEOTECHNICAL REPORT FOR THE SITE.
4. ALL WORK SHALL CONFORM TO THE CITY OF FORT COLLINS
CONSTRUCTION SPECIFICATIONS AND STANDARDS.
5. COORDINATE WITH TRANSFORT ON THE TIMING OF THE PROPOSED BUS
STOP AND THE REMOVAL OF THE EXISTING BUS STOP.
(REFER TO DETAIL SHEET 14)
(REFER TO DETAIL SHEET 14)
%6
5176*6#(6*+..4&
%1706;41#&01
564''6&
564''6)
564''6%
564''6'
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9+..19)#6'
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6*'18'4.11-#6
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8#,1$+
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57$&+8+5+10
524+0)(+'.&
*+)*.#0&59'56&4
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27&0&(+.+0)
18'4.11-#6911&4+&)'
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/'#&198+'9
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UTILITY PLANS FOR
HARMONY COTTAGES
Being A Replat Of Lots 1 And 2, Innovation Island
Situate In The Southwest Quarter Of Section 34, Township 7 North, Range 69 West Of The 6th P.M.,
City Of Fort Collins, County Of Larimer, State Of Colorado
APRIL 2016
CLIENT
HABITAT FOR HUMANITY
4001 S. Taft Hill Road
Ph. 970.223.4522
ENGINEER
Interwest Consulting Group
1218 W. Ash, Suite A
Windsor, Colorado 80550
Ph. 970.674.3300
Fort Collins, Colorado 80526
PLANNER
Ripley Design, INC.
419 Canyon Ave. Suite 200
Ph. 970.224.5828
Fort Collins, CO 80521
VICINITY MAP
APPROX. 1"=1000'
SURVEYOR
King Surveyors
9299 eastman park drive
Windsor, Colorado 80550
Ph. 970.686.5011
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.
Sheet No. Description of Sheets
INDEX OF SHEETS
COVER SHEET
GENERAL NOTES
HORIZONTAL CONTROL PLAN
UTILITY PLAN
OVERLOT GRADING PLAN
GRADING PLAN
STORM SEWER PLAN & PROFILE
SANITARY SEWER PLAN & PROFILE
DRAINAGE PLAN
EROSION CONTROL PLAN
CONSTRUCTION DETAILS
1
2
3
4
5
6 - 7
8
9 - 11
12
13
14 - 19
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UTILITY CONTACTS:
City of Fort Collins
Fort Collins, Colorado 80522
WATER/WASTEWATER
Shane Boyle
Ph. 970.221.6339
700 Wood Street
TELEPHONE SERVICE
Century Link (Qwest)
Contact: Bob Rulli
NATURAL GAS
Xcel Energy
Contact: Stephanie Rich
STORMWATER
Wes Lamarque
Ph. 970.416.2418
LIGHT & POWER
Ph. 970.225.7828
Ph. 970.377.6403
PROPOSED STREET LIGHT
PROPOSED STORM SEWER MANHOLE
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
PROPOSED SPOT ELEVATION
EXISTING 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
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED WATER VALVE
EXISTING CONCRETE
EXISTING FLOWLINE, CURB & GUTTER
PROPOSED FLOWLINE, CURB & GUTTER
PROPOSED FENCE
LIMITS OF DEVELOPMENT (LOD)
EXISTING OVERHEAD UTILITY
EXISTING STORM SEWER INLET
PROPOSED UTILITY POLE
EXISTING STREET LIGHT
PROPOSED SWALE
PROPOSED DIRECTION OF OVERLAND FLOW
PROPOSED EMERGENCY OVERFLOW ROUTE
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 WATER SERVICE W/
PROPOSED SANITARY SEWER SERVICE
CURB STOP AND METER PIT
W/ CLEANOUT
PROPOSED OVERHEAD UTILITY
PROPOSED LIGHT POLES
EXISTING CABLE TV PROPOSED CABLE TV
EXISTING WOOD POST
EXISTING METAL POST
PHASE LINE
AD ALGEBRAIC DIFFERENCE
AE ACCESS EASEMENT
ARV AIR RELEASE VALVE
BOV BLOW OFF VALVE
BW BOTTOM OF WALL
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEAN OUT
DE DRAINAGE EASEMENT
E ELECTRIC
EAE EMERGENCY ACCESS EASEMENT
EG EXISTING GROUND
EL ELEVATION
EOA EDGE OF ASPHALT
EX EXISTING
ESMT EASEMENT
F FIRE LINE
FES FLARED END SECTION
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOWLINE
FO FIBER OPTIC
G GAS
GB GRADE BREAK
GD GROUND
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
IE IRRIGATION EASEMENT
INV INVERT
IRR IRRIGATION
LF LINEAR FEET
LP LOW POINT
LT LEFT
MH MANHOLE
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
OHU OVERHEAD UTILITY
PE PEDESTRIAN EASEMENT
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PI POINT OF INTERSECTION
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
ROW RIGHT-OF-WAY
RT RIGHT
S SANITARY SEWER
STA STATION
SD STORM DRAIN PIPE
SDMH STORM DRAIN MANHOLE
SMH SANITARY SEWER MANHOLE
T TELEPHONE
TB THRUST BLOCK
TBC TOP BACK OF CURB
TCE TEMPORARY CONSTRUCTION EASEMENT
TC TOP OF CONCRETE
TF TOP OF FOUNDATION
TW TOP OF WALL
TYP TYPICAL
UE UTILITY EASEMENT
VB VALVE BOX
VCP VITRIFIED CLAY PIPE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WATERLINE
ABBREVIATION LIST
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #8-98
ON A SIGNAL POLE BASE AT THE S.E. CORNER OF SOUTH TAFT HILL RD AND
NEW HARMONY RD (CR 38E).
ELEV=5154.87
CITY OF FORT COLLINS BENCHMARK #21-94
NORTHWEST CORNER OF COUNTY ROAD 38E AND WINDOM ST., ON THE
SOUTHWEST CORNER OF THE CONCRETE BASE TO A FIBER OPTICS UNIT.
ELEV=5179.26
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR
THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATIONS SHOULD BE USED:
NGVD 29 UNADJUSTED = NAVD88 - 3.19'
PREPARED FOR
PROJ. NO.
DATE:
SCALE (H):
SCALE (V):
CHECKED BY:
DESIGNED BY:
PROJECT NAME
HARMONY COTTAGES
COVER SHEET
04/13/16
N/A
N/A
SB
RA
1255-028-00
1 of 19
HABITAT FOR HUMANITY
4001 S. TAFT HILL ROAD
FORT COLLINS, CO 80525
PHONE: 970.223.4522
PRELIMINARY
NOT FOR CONSTRUCTION
Todd Vedder
Ph. 970.224.6152
TV SERVICE
Comcast
Contact: Don Kapperman
Ph. 970.484.7166