HomeMy WebLinkAboutFORT COLLINS JEEP - PDP - PDP170013 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
VICINITY MAP
NO SCALE
OWNER/DEVELOPER:
COMMERCIAL BUILDING SERVICES
7561 S. GRANT STREET, SUITE A-4
LITTLETON, COLORADO 80122
PHONE: (303) 730-3001
CONTACT: STEVE MOORE
ENGINEER / PLAN PREPARER:
PARAGON ENGINEERING CONSULTANTS, INC.
7852 S. ELATI STREET, SUITE 106
LITTLETON, COLORADO 80120
PHONE: (303) 794-8604 FAX: (303) 795-3072
CONTACT: TROY DENNING, P.E.
CONTACTS:
CIVIL ENGINEER'S STATEMENT
I, TROY W. DENNING, BEING A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO,
HEREBY ATTEST THAT ALL GRADING, UTILITY AND DRAINAGE IMPROVEMENTS IDENTIFIED ON THESE
UTILITY PLANS HAVE BEEN DESIGNATED AND ENGINEERED IN CONFORMANCE WITH ALL CITY OF FORT
COLLINS PUBLIC WORKS CONSTRUCTION STANDARDS.
. .
TROY W. DENNING P.E. 34200 DATE
PARAGON ENGINEERING CONSULTANTS, INC.
FORT COLLINS JEEP DEALERSHIP
SITE
LEGAL DESCRIPTION:
A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMAR, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BERTHOUD WATER AND SEWER NOTES:
1. ALL WATER MATERIALS, CONSTRUCTION, AND TESTING SHALL MEET THE REQUIREMENTS OF DENVER WATER STANDARDS
AND SPECIFICATIONS AND THE BERTHOUD FIRE PROTECTION DISTRICT SPECIFICATIONS.
2. FIRE HYDRANT SPECIFICATIONS:
A. ALL FIRE HYDRANTS WILL BE A24015 MUELLER IMPROVED. A423 AWWA MUELLER CENTURION, OR APPROVED EQUAL.
B. ALL HYDRANTS WILL HAVE A FIVE AND ONE-QUARTER (5-1/4) INCH OR LARGER VALVE OPENING, TWO (2) TWO AND
ONE-HALF (2-1/2) INCH HOSE NOZZLES, ONE (1) PUMPER NOZZLE AND SIX (6) INCH OR LARGER MECHANICAL JOINT INLET.
C. ALL NOZZLES SHALL HAVE NATIONAL STANDARD THREADS.
D. THE HYDRANT SHALL BE OF TRAFFIC HAZARD TYPE WITH SAFETY FEATURES WHICH WILL PREVENT BARREL
BREAKAGE.
E. SPECIFICATIONS FOR THE OPERATING NUT AND STUBS AND CUPS SHALL BE ONE (1) INCH SQUARE OR PENTAGON AND
OPEN RIGHT.
3. WATER SERVICE LINE SPECIFICATIONS:
A. CORPORATION STOPS SHALL HAVE INLET THREADED CC TYPE, OUTLET COPPER COMPRESSION OR FLARE, NO SOLDERING
WILL BE ALLOWED.
B. SERVICE SADDLES SHALL BE “O” RING GASKET, DOUBLE BAND, OR HINGE PIN CC THREAD, ¾ INCH - 2 INCH COPPER.
C. CURB STOP STYLE SHALL BE COMPRESSION OR FLARED COPPER BOTH ENDS, MINNEAPOLIS PATTERN VALVE-THREADS
AROUND TO ALLOW MINNEAPOLIS STYLE CURB BOX.
D. CURB BOX SHALL HAVE MINNEAPOLIS BASE EXTENSION TYPE CURB BOXES, CAST IRON LID AND BASE WITH BRASS
PENTAGON HEAD PLUG USING A 1 ½ INCH UPPER SECTION.
4. ALL WATER VALVES SHALL OPEN LEFT.
5. THE MINIMUM COVER OVER THE WATER LINE IS 5 FEET AND THE MAXIMUM COVER IS 6 FEET UNLESS OTHERWISE NOTED IN
THE PLANS AND APPROVED BY THE TOWN.
6. PRIOR TO INSTALLATION OF WATER MAINS, ROAD/DRIVE CONSTRUCTION MUST HAVE PROGRESSED TO AT LEAST THE
“SUB-GRADE” STATE. SUB-GRADE IS DEFINED AS AN ELEVATION OF NO MORE THAN SEVEN (7) INCHES BELOW THE FINISHED
STREET GRADE. ALL VALVE BOXES AND FIRE HYDRANTS WILL BE ADJUSTED TO THE FINAL FINISHED GRADE BY THE
CONTRACTOR.
7. BEFORE ANY TAPS ARE MADE FROM MAINS, APPLICATIONS FOR THE TAPS MUST BE RECEIVED AND APPROVED BY THE TOWN.
8. TRACER WIRE SHALL BE USED FOR ALL NON-METALLIC WATER MAINS. TRACER WIRE SHALL BE BROUGHT UP TO TEST
STATIONS AT ALL FIRE HYDRANTS.
9. PVC WATER MAINS SHALL BE C900 CLASS 150.
10. ALL WATER SERVICES SHALL BE TYPE K COPPER.
11. CONTRACTOR TO CONTACT BUILDING DEPARTMENT PRIOR TO INSTALLATION OF METER SETTER.
12. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF DENVER “SANITARY SEWER
CONSTRUCTION STANDARDS” AND WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED TOWN OF
BERTHOUD PERSONNEL.
13. NEW SEWER MAINS SHALL BE PVC SDR-35 PIPE AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS.
14. THE CONTRACTOR SHALL FURNISH THE ENGINEER “AS-CONSTRUCTED” LOCATIONS OF INSTALLED FACILITIES AND THIS IN
TURN SHALL BE SUBMITTED TO THE TOWN OF BERTHOUD ON “AS-BUILT” PLANS, PREPARED BY THE ENGINEER.
15. A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR AND THE TOWN OF BERTHOUD PRIOR TO ANY
WATER AND/OR SANITARY SEWER CONSTRUCTION.
16. THE CONTRACTOR SHALL CONSTRUCT THE SEWER SERVICES TO THE BACK OF THE SANITARY EASEMENT AND SHALL MARK
THE LOCATION OF THE END OF THE SERVICE WITH A 4”X4” WOOD POST EXTENDING FROM THE SANITARY SEWER SERVICE TO
2 FEET ABOVE THE FINISHED GRADE.
17. THE CONTRACTOR SHALL CAMERA AND VIDEO ALL NEW SANITARY MAINS PRIOR TO THE TOWN'S FINAL ACCEPTANCE.
30.2-121 SANITARY SEWER:
ALL RESIDENTIAL, COMMERCIAL AND INDUSTRIAL USES WHICH HAVE HUMAN OCCUPANCY SHALL HAVE SANITARY SEWER. THE
SANITARY SEWER SYSTEM SHALL BE CONNECTED TO AN EXISTING PUBLIC SANITARY SEWER SYSTEM AND SHALL CONSIST OF A
CLOSED SYSTEM OF SANITARY SEWER MAINS AND LATERAL BRANCH CONNECTIONS TO EACH STRUCTURE OR LOT UPON WHICH
A STRUCTURE IS TO BE BUILT. SANITARY SEWER LINES ARE TO BE OF SUFFICIENT SIZE AND DESIGN TO COLLECT ALL SEWAGE
FROM ALL PROPOSED OR PORTABLE STRUCTURES WITHIN THE SUBDIVISION OR DEVELOPMENT. ALL SANITARY SEWER SYSTEM
DESIGN AND CONSTRUCTION MUST CONFORM TO CITY OF DENVER SEWER DESIGN AND CONSTRUCTION STANDARDS AS
AMENDED.
30.2-122 POTABLE WATER:
ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL USES WHICH HAVE HUMAN OCCUPANCY, SHALL HAVE POTABLE WATER
SERVED BY THE TOWN OR APPROPRIATE WATER DISTRICT. THE WATER SYSTEM SHALL BE OF SUFFICIENT SIZE AND DESIGN TO
SUPPLY POTABLE WATER TO EACH STRUCTURE OR LOT UPON WHICH A STRUCTURE IS TO BE BUILT. ALL POTABLE WATER
SYSTEM DESIGN AND CONSTRUCTION MUST CONFORM TO DENVER WATER ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS AS AMENDED.
REVISIONS
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
TRAFFIC LIGHT
POLE
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 30,766 S.F.
FINISHED FLOOR = 5045.9
TRANSFORMER
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
(ASPHALT)
TRANSFORT BUS STOP
BACK OF CURB
BUS ROAD
CITY OF FORT COLLINS
REC. NO. 20120033213
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5042
5044
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
5046
SS
SS
S S S S
S S
W W W W W W
W W W W
S S S
S S
S
S
S S S
"BUS STOP"
TRAFFIC LIGHT POLE
TO REMAIN
INLET GRATE
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 30,766 S.F.
FINISHED FLOOR = 5045.9
EX. TRANSFORMER
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
BACK OF CURB
BUS ROAD
CITY OF FORT COLLINS
REC. NO. 20120033213
SS
SS
S S S S S S
W W W W
W W
W
W W W
S S
S
S S
S
S S
S
S
S
S
W
W
W W W
W
W W W
W
W W W
SS
SS
SS
X X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X X
X
SS
SS
SS
0+00
1+00
2+00
3+00 4+00
5+00
5+40
PC: 4+75.87
PT: 5+14.49
STA: 3+00.00 / 9.10' (R)
ELEV: 5039.86 FL
STA: 3+50.00 / 9.02' (R)
ELEV: 5039.53 FL
STA: 4+00.00 / 8.95' (R)
ELEV: 5039.22 FL
STA: 4+60.57 / 8.86' (R)
ELEV: 5038.43 FL STA: 4+74.12 / 8.84' (R)
ELEV: 5038.69 FL
STA: 5+26.91 / 1.96' (R)
ELEV: 5039.61 FL
STA: 2+50.00 / 9.17' (R)
ELEV: 5040.25 FL
STA: 2+00.00 / 9.24' (R)
ELEV: 5040.46 FL
STA: 1+50.00 / 9.31' (R)
ELEV: 5040.71 FL
STA: 1+08.80 / 9.37' (R)
ELEV: 5040.96 FL
STA: 0+83.38 / 11.41' (R)
STA: 0+55.37 / 11.45' (R) ELEV: 5041.09 FL
ELEV: 5041.30 FL
STA: 0+30.79 / 9.48' (R)
ELEV: 5041.23 FL
STA: 0+10.19 / 9.51' (R)
ELEV: 5041.50 FL
SOUTH MASON STREET
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
9'
5'
10'
S01°08'02"W 475.87'
S89°38'10"W 25.35'
R=25.00'
L=38.62'
N 1434399.13 Δ=88°30'10"
E 3117026.84
N 1433898.69
E 3116967.24
WEST HARMONY ROAD
11' DRIVE LANE
8' BIKE LANE
8' PARKING LANE
8' TURN LANE
S MASON STREET DESIGN CONTROL PROFILE PROFILE
5035
5040
5035
SS
SS
SS
0+00
1+00 2+00
3+00
4+00
5+00
5+40
PC: 4+75.87
PT: 5+14.49
STA: 3+00.00 / 9.10' (R)
ELEV: 5039.86 FL
STA: 3+50.00 / 9.02' (R)
ELEV: 5039.53 FL
STA: 4+00.00 / 8.95' (R)
ELEV: 5039.22 FL
STA: 4+60.57 / 8.86' (R)
ELEV: 5038.43 FL
STA: 4+74.12 / 8.84' (R)
ELEV: 5038.69 FL
STA: 5+26.91 / 1.96' (R)
ELEV: 5039.61 FL
STA: 2+50.00 / 9.17' (R)
ELEV: 5040.25 FL
STA: 2+00.00 / 9.24' (R)
ELEV: 5040.46 FL
STA: 1+50.00 / 9.31' (R)
ELEV: 5040.71 FL
STA: 1+08.80 / 9.37' (R)
ELEV: 5040.96 FL
STA: 0+83.38 / 11.41' (R)
ELEV: 5041.09 FL
STA: 0+55.37 / 11.45' (R)
ELEV: 5041.30 FL
STA: 0+30.79 / 9.48' (R)
ELEV: 5041.23 FL
STA: 0+10.19 / 9.51' (R)
ELEV: 5041.50 FL
SOUTH MASON STREET
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
9'
5'
10'
S01°08'02"W 475.87'
S89°38'10"W 25.35'
R=25.00'
L=38.62'
N 1434399.13 Δ=88°30'10"
E 3117026.84
N 1433898.69
E 3116967.24
WEST HARMONY ROAD
STA: 0+69.37 / 11.43' (R)
ELEV: 5041.08 FL
SL-1
SL-2
SL-3
SL-4
X X
X
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
6'
11'
21'
15'
REMOVE EXISTING TREE
RELOCATE "BUS STOP" SIGN
REMOVE EXISTING TREE
R10'
R25'
SS
SS
S
S S S S S S S S
W W W W W
W W W W
W W W W W
W
S S S
S S
S S S S
W
W
W W
W
REMOVE AND RELOCATE
STREET LIGHT
EXISTING BUS STOP
RELOCATE TO WEST
SIDE OF ENTRANCE
CONCRETE SIDEWALK
0+00
1+00
1+53
RELOCATED BUS STOP
(SEE DETAIL BELOW)
STA: 0+12.47 / 2.00' (L)
ELEV: 5046.17
STA: 0+16.34 / 2.73' (L)
ELEV: 5046.14
STA: 0+45.35 / 12.26' (L)
ELEV: 5045.95
STA: 0+50.03 / 13.01' (L)
ELEV: 5045.92
STA: 0+95.53 / 13.00' (L)
ELEV: 5044.94
STA: 0+99.64 / 12.43' (L)
ELEV: 5044.82
STA: 1+22.96 / 5.79' (L)
ELEV: 5044.15
STA: 1+32.00 / 7.65' (L)
ELEV: 5044.28
STA: 1+41.07 / 26.43' (L)
ELEV: 5044.23
N 1433890.51
N89°53'01"W 280.33'
S73°53'58"W
12.50'
N89°53'00"W 91.54'
N1°05'37"E 224.10'
N89°58'15"W
5.00'
N1°05'37"E 81.29'
Δ=28°33'29"
R=150.50'
L=75.01'
CHORD B: N12°44'40"W
CHORD D: 74.24'
Δ=20°00'08"
R=99.50'
L=34.74'
CHORD B: N17°01'11"W
CHORD D: 34.56'
N1°05'37"E 70.00'
S89°48'40"E 435.54'
S1°03'05"W 462.10'
S43°16'52"W
20.21'
N88°54'23"W
5.00'
N01°05'37"E
50.00'
N89°53'00"W 2,649.99' (BASIS OF BEARINGS)
SOUTH 1
4 CORNER SECTION 35
T.7N., R. 69 W, 6TH P.M.
FOUND 3 1
4" ALUMINUM CAP
STAMPED "PLS 5028"
POINT OF COMMENCEMENT
SE 1
4 CORNER SECTION 35 T.7N.,
R. 69 W, 6TH P.M.
FOUND 2 1
2" ALUMINUM CAP IN
RANGE BOX STAMPED "PLS 17497"
967.13'
POINT OF
BEGINNING
SOUTH MASON STREET
(60' R.O.W.)
WEST HARMONY ROAD
(R.O.W. WIDTH VARIES)
CITY OF FORT COLLINS
REC. NO. 20120033213
LOT 1 PEDERSON AUTO PLAZA SUBDIVISION
REC.NO. 20120033213
LOT 1
TOTAL SITE AREA:
195,092 SQ. FT. ~ 4.479 ACRES
NET AREA:
189,385 SQ. FT. ~ 4.348 ACRES
15' U.E.
S01°03'05"W 463.83'
S45°30'58"W
18.55'
11.42'
15' U.E.
R.O.W. DEDICATED BY THIS PLAT
5,707 SQ. FT ~ 0.131 ACRES
60'
EXISTING 5' PERMANENT UTILITY
ESMT. REC. NO. 20120033214
RIGHT-OF-WAY
UTILITY EASEMENT
FOUND REBAR W/ CAP STAMPED PLS 14823
FOUND ILLEGIBLE ORANGE CAP ON REBAR
FOUND 1" BRASS TAG IN WALK STAMPED PLS 14222
SET NO. 5 REBAR W/ YELLOW PLASTIC CAP
STAMPED "PLS 20142" OR 1" BRASS TAG STAMPED
"PLS 20142" SET IN CONCRETE
SECTION CORNER
PROPOSED R.O.W.
SECTION LINE
PROPERTY LINE
PROPOSED EASEMENT
LEGEND
R.O.W.
U.E.
EXISTING EASEMENT
Feet
0 30 60
LOCATED IN THE SOUTHEAST 1
4 OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, LARIMER COUNTY, STATE OF COLORADO
SHEET OF 2
FORT COLLINS JEEP FINAL PLAT
SHEET OF 2
PREPARED BY:
PARAGON ENGINEERING CONSULTANTS, INC.
7852 S. ELATI STREET, SUITE 106
LITTLETON, COLORADO 80120 303-794-8604
DATE OF PREPARATION: 03/15/2017
2
2
E 3116595.07
N 1433895.00
E 3116747.70
1.96%
5045
5044
5046
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R FORT COLLINS JEEP DEALERSHIP
BUS STOP PLAN
TWD 3/13/2017 1" = 20'
JLC 16-018
C-7
A SUBMITTED TO FTC 03/15/2017
Feet
0 20 40
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
STREET
VARIES
CONCRETE BUS PAD - ATTACHED
10" MIN.
2"
11'-0" 2'-0"
6" THICK CURB
ASPHALT
A A
BOW
50'-0"
MIN.
FLOW LINE
SECTION A-A
FL
*
*
BUS BAY
BUS STOP DETAIL
2'-0"
6"
12'-0"
OR LANE
WIDTH
10'-0"
MIN.
10'-0"
2'-0"
DO NOT CONSTRUCT
IN WHEEL LANE
15' R
EXISTING SIDEWALK
1/2" PRE-FORMED SEALED
EXPANSION JOINT MATERIAL
CONTRACTION JOINT
BOC
LIP
FL
15' R JOINTS
10'-0"
(TYP)
EXISTING 2'-0"
GUTTER
THE LOCAL ENTITY TRANSIT
AUTHORITY SHALL SPECIFY
THIS LENGTH.
CONCRETE
NOTE:
1. LENGTH OF BUS PAD VARIES AS DIRECTED BY THE LOCAL ENTITY.
2. ALL PADS SHALL BE A MINIMUM OF 10" THICK CONCRETE.
1/2" EXPANSION JOINT
MATERIAL (TYP)
ATTACHED SIDEWALK
LIP (WIDTH VARIES)
FL
TOC
6'-0"
6'-0"
BUS STOP CANOPY
W/ CONCRETE PAD
CONCRETE
SIDEWALK
PROPOSED SIDEWALK
BUS STOP CANOPY
W/ CONCRETE PAD
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
SL-5
SL-6
10' PROPOSED R.O.W.
EXIST. R.O.W.
PROPOSED
R.O.W.
EXIST. R.O.W.
15' U.E.
CONC. SIDEWALK
0+12
5030
5040
5050
5060
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
0+69
5030
5040
5050
5060
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
2+00
5030
5040
5050
5060
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
3+00
5020
5030
5040
5050
5060
5020
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
4+00
5020
5030
5040
5050
5060
5020
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
4+76
5020
5030
5040
5050
5060
5020
5030
5040
5050
5060
-40 -30 -20 -10 0 10 20 30 40
SECTION
DATA
5041.80
5041.73
5041.79
5042.54
5041.97
5043.51
5043.52
5044.11
5044.17
5041.56
5041.48
5041.39
5041.73
5041.14
5043.78
5041.48
5044.34
5041.98
5040.93
5040.85
5040.76
5041.81
5041.02
5044.21
5042.20
5044.44
5043.72
5040.33
5040.25
5040.16
5041.19
5040.46
5043.53
5041.60
5043.80
5043.19
5039.70
5039.61
5039.53
5039.53
5039.78
5039.86
5040.69
5040.97
5041.35
5041.85
5038.90
5038.89
5038.83
5039.13
5038.78
5039.87
5039.16
5040.37
5039.97
EXIST. LIP OF PAN
R.O.W.
R.O.W.
R.O.W. R.O.W.
R.O.W.
EXIST. LIP OF PAN
EXIST. LIP OF PAN
EXIST. LIP OF PAN
EXIST. LIP OF PAN
EXIST. LIP OF PAN
R.O.W.
-0.93%
-0.85%
-0.91%
-0.84%
-0.85%
-2.00%
-2.00%
-2.00%
-2.00%
-3.03%
-2.03%
FL=5041.48 FL=5041.08 FL=5040.46
FL=5039.86
FL=5039.22 FL=5038.61
CONC. SIDEWALK CONC. SIDEWALK
CONC. SIDEWALK /
ADA RAMP
CONC. SIDEWALK CONC. SIDEWALK
4:1
4:1
4:1 4:1
ASP.
PAVING
-2.00%
-2.00%
-2.00%
-2.00%
7.51' 7.43'
7.24'
7.09' 6.95'
4.98'
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
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R
FORT COLLINS JEEP DEALERSHIP
MASON STREET CROSS SECTIONS
TWD 3/13/2017 1" = 20'
WLB 16-018
C-6
A SUBMITTED TO FTC 03/15/2017
Feet
0 20 40
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).
BENCHMARK:
CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC
MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4
CORNER OF SECTION 35.
5040
0+00 1+00 2+00 3+00 4+00 5+00 5+40
5041.75
5041.75
5041.45
5041.45
5041.31
5041.31
5041.02
5041.02
5040.76
5040.76
5040.56
5040.56
5040.16
5040.16
5039.84
5039.84
5039.53
5039.53
5038.90
5038.90
5039.08
5039.08
5039.73
5039.73
STORM SEWER INLET
EXISTING GRADE AT
EXISTING LIP OF GUTTER
PROPOSED GRADE AT
PROPOSED LIP OF GUTTER
-1.52%
-0.43%
-0.28%
-0.61%
-0.49%
-0.41%
-0.83%
-0.64%
-0.62%
-0.62%
-1.58%
-0.69%
SCALE: HORIZONTAL 1"=20'
VERTICAL 1"= 2'
STATION=4+17.60
EL = 5039.28
STATION=4+61.12
EL = 5038.59
STATION=3+32.48
EL = 5039.80
STATION=3+09.40
EL = 5039.95
STATION=2+62.35
EL = 5040.34
STATION=2+48.54
EL = 5040.42
STATION=2+05.12
EL = 5040.60
STATION=1+55.40
EL = 5040.84
STATION=1+05.31
EL = 5041.15
STATION=0+61.74
EL = 5041.27
STATION=0+32.86
EL = 5041.39
STATION=0+10.19
EL = 5041.67
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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R FORT COLLINS JEEP DEALERSHIP
MASON STREET WIDENING PLAN
--- 3/13/2017 ---
--- 16-018
C-5
A SUBMITTED TO FTC 03/15/2017
Feet
0 20 40
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
BIKE RACK (4)
EXIST. WATER METER
TO BE RECYCLED
EXIST. FIRE HYDRANT
TO BE RELOCATED
RELOCATED
FIRE HYDRANT
EX. SEWER SERVICE TO
BE ABANDONED IN PLACE
EX. 10" AC WATER
OIL AND SAND
INTERCEPTOR
CLEAN-OUT
CLEAN-OUT
8" GV
5 LF~8" DIP
8" X 6" TEE
163 LF ~ 6" DIP
6" - 90° BEND
FIRELINE
251 LF ~ 6" PVC
W W W W
S S S S S S S S S S S S S
M
S
S S
S S S S S
EX. STREET LIGHT
TO BE RELOCATED
57.9'
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
COMMS
TEL.
(ASPHALT PARKING LOT)
(ASPHALT PARKING LOT)
(ASPHALT PARKING LOT)
TRANSFORT BUS STOP
EX. 8" WATER
EX. 8" SANITARY
EX. STORM INLET
TO BE RELOCATED
CLEAN-OUT
163 LF ~ 6" DIP
100 LF ~ 6" PVC
CORP STOP
CURB STOP
15 LF~TYPE 'K'
COPPER
6" GV
6" GV
1-1/2" METER
19 LF ~ 6" DIP
71 LF ~ 6" PVC
100 LF ~ 6" PVC
100 LF ~ 6" PVC
6" SWIVEL TEE
6" PLUG
W/ TB
30 LF ~ 6" DIP
SEWER SERVICE
TO BE ABANDONED
AT MANHOLE
RELOCATE
EX. SIGN
6" SEWER
SERVICE
6" SEWER
SERVICE
115 LF ~ 6" PVC
Feet
0 30 60
FORT COLLINS JEEP DEALERSHIP
OVERALL UTILITY PLAN
TWD 03/15/2017 1" = 30'
JLC 16-018
C-4
A SUBMITTED TO FTC 03/15/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
PROPERTY LINE
LOT / TRACT LINE
LEGEND:
S S
W W
EXISTING SANITARY LINE W/ MH
EXISTING STORM LINE W/ MH
EXISTING WATER LINE
EXISTING STORM AREA INLET
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
D
Y
H
EXISTING STORM TYPE 'R' INLET
RIGHT-OF-WAY
E E EXISTING ELECTRIC LINE
G G EXISTING GAS LINE
X X EXISTING FENCE LINE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
S S PROPOSED SANITARY SEWER W/ MH
PROPOSED STREET SIGN
PROPOSED STORM SEWER W/ MH
W W PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
CTV EXISTING CATV LINE
CENTERLINE R.O.W.
EXISTING ASPHALT
PROPOSED EASEMENT LINE
EXISTING EASEMENT LINE
PROPOSED WATER VALVE
PROPOSED WATER FITTINGS
4
5
PROPOSED TYPE 'R' INLET
PROPOSED FLARED END SECTION
EXISTING RIGHT-OF-WAY
PROPOSED STREET LIGHT
D
S
PROPOSED TRAIL
COM COM EXISTING COMMUNICATION LINE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPOSED CONCRETE
S
S
W W W
W
W W W
W
W W W
W
W
S
S
SS
SS
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X X
5045
5042
5043
5044
5046
5045
5043
5044
5045
5044
5045
5046
5040
5041
2.42%
2.13%
2.32%
0.40%
2.00%
3.40%
0.48%
0.49%
1.18%
1.90%
1.03%
3.35%
0.50%
0.49%
1.47%
1.20%
1.84%
0.50%
0.60%
1.25%
0.50%
SSA
30' X 60'
VT
131 LF
SF
RRB
LOC
CWA
SM
SF
SF
SF
SF
LOC
LOC
LOC
76 LF
SF
271 LF
SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
340 LF
SF
SM SM
RRB
RRB
IP
RRB
RRB
SM SM
SM
SM
SM
SF SF SF SF SF
SF
CF
225 LF
SM
SM
SM
SM
SM
5044.85 FL
5044.30 FL
5044.12 FL
5043.88 FL
5043.95 FL
5044.22 FL
5044.36 FL
5042.64 FL
5043.06 FL
5042.85 FL
5042.47 FL
5041.00 FL
5041.57 FL
5041.24 FL
5041.16 FL
5043.75 FL
5043.71 FL
5044.19 FL
5044.20 FL
5044.24 FL
5043.55 FL
5043.69 FL
5043.84 FL
5043.60 FL
5043.78 FL
5043.85 FL
5044.03 FL
5044.04 FL
5044.71 FL
5045.49 FL
5045.32 FL
5045.16 FL
5043.84 FL
5043.71 FL
5044.22 FL
5044.08 FL
5044.21 FL
5044.22 FL
5044.38 FL
5044.36 FL
5045.17 FL
5045.16 FL
5045.18 FL
5045.34 FL
5045.15 FL
5045.29 FL
5045.17 FL
5045.30 FL
5045.23 FL
5045.32 FL
5045.74 FL
5045.48 FL
5045.51 FL
5045.69 FL 5044.79 FL
5044.56 FL
5044.50 FL
5044.48 FL
5044.29 FL
5044.16 FL
5044.28 FL
5044.42 FL
5044.41 FL
5044.31 FL
5045.90 FL
5045.76 FL
5045.23 FL
5044.88 FL
5044.67 FL
5045.50 FL
5045.42 FL
5045.00 FL
5044.93 FL
5044.91 FL
5045.08 FL
5044.82 FL
5045.17 FL
5045.81 FL
5045.35 FL
5045.30 FL
5045.81 FL
5045.01 FL
5045.37 FL
5044.97 FL 5045.42 FL
5045.89 FL
5045.83 FL
5045.83 FL
5045.90 FL
5045.87 FL
5045.68 FL
5045.81 FL
5045.52 FL
5045.63 FL
5045.60 FL
5045.51 FL
5045.81 FL
5045.81 FL
5046.15 FL
5046.14 FL
5046.03 FL 5045.37 FL 5045.30 FL
5044.99 FL
5045.03 FL
5044.07 FL
5042.75 FL
5042.47 FL
5043.17 FL
5044.39 FL
5044.19 FL
5044.38 FL
5044.69 FL
5044.91 FL
5044.73 FL
5045.77 FL
5045.51 FL
5045.47 FL 5045.13 FL
5045.61 FL
5045.40 FL 5045.57 FL
5044.74 FL
5045.05 FL
5045.06 FL
5044.76 FL
5043.87 FL
5043.56 FL
5043.52 FL
5043.82 FL
5043.38 FL
5043.73 FL
5043.84 FL
5043.75 FL
5043.85 FL
5043.33 FL
5044.70 FL
5044.67 FL
5044.98 FL
5044.51 FL
5043.11 FL
5043.25 FL
5042.27 FL
5042.44 FL
5044.23 FL 5043.74 FL
5043.73 FL 5043.24 FL
5042.34 FL
5041.19 FL
5041.20 FL
5046.19 FG
5046.09 FG
5045.97 FG
5045.89 FG
5046.66 FG
5046.67 FG
5046.48 FG
5046.43 FG
5047.17 FG 5045.40 FL
5044.72 FL
5048.29 FG 5043.93 FG
5046.65 FG
5039.93 FG
5039.24 FG
5046.27 FG 5046.08 FG
5046.93 FG
5046.81 FG
6.10%
2.02%
1.65%
2.00%
5047
5048
5047.64 FG
5047.35 FG
1.84%
5046.50 FG
5046.01 FG
EXIST. METAL
SHED
EXIST. METAL SHED
Feet
0 30 60
FORT COLLINS JEEP DEALERSHIP
GRADING AND EROSION CONTROL PLAN
TWD 3/13/2017 1" = 30'
JLC 16-018
C-3
A SUBMITTED TO FTC 03/15/2017
PROPERTY LINE
EXISTING LOT/TRACT LINE
LEGEND:
S
W
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING WATER MAIN
EXISTING STORM MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING RIGHT-OF-WAY
E
G EXISTING GAS MAIN
X EXISTING FENCE
5530 PROPOSED CONTOUR
5530 EXISTING CONTOUR
PROPOSED AREA INLET
S PROPOSED SANITARY SEWER
PROPOSED SIGN
> > PROPOSED C.L. SWALE
PROPOSED STORM SEWER
W PROPOSED WATER MAIN
PROPOSED FIRE HYDRANT
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
x 5537.30
2% PROPOSED SLOPE
PROPOSED SPOT ELEVATION
PROPOSED 100-YR EGL
PROPOSED 100-YR HGL
PROPOSED STREET LIGHT
EXISTING VEGETATION 2
10
PROPOSED PHASING LINE
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
EXISTING ASPHALT
PAVEMENT
PROPOSED ROADWAY STRIPING
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED LOT NUMBER
PROPOSED BLOCK NUMBER
PROPOSED DRAINAGE FLOW ARROW
COM EXISTING COMMUNICATION LINE
PROPOSED CLEANOUT
NOTE:
THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
SF
LIMITS OF CONSTRUCTION
SF
CD
CWA
CF
IP
RRB
SCL
SM
SSA
VTC
LOC
CHECK DAM
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
INLET PROTECTION
REINFORCED ROCK BERM
SEDIMENT CONTROL LOG
SEEDING AND MULCHING
SILT FENCE
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
BMP LEGEND
BENCHMARK:
CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC
MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4
CORNER OF SECTION 35.
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
Know what'sbelow.
Call before you dig.
R
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED: ____________________________________ _____________
CITY ENGINEER DATE
CHECKED BY: __________________________________ ______________
WATER & WASTE WATER UTILITY DATE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
FORT COLLINS JEEP DEALERSHIP
CONSTRUCTION NOTES
TWD 3/13/2017 1" = 30'
JLC 16-018
C-2
A SUBMITTED TO FTC 03/15/2017
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 SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL OF THEIR 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.
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.
STANDARD EROSION AND SEDIMENT CONTROL NOTES:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST ONE-QUARTER AND CONSIDERING THE SOUTH LINE OF
SAID SOUTHEAST ONE-QUARTER TO BEAR N89°53'00”W;
THENCE N89°53'00”W, ALONG SAID SOUTH LINE, A DISTANCE OF 967.13 FEET; THENCE N1°05'37”E A DISTANCE OF 50.00
FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG THE EASTERLY LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20120033213 OF THE
RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER, THE FOLLOWING SEVEN (7) COURSES:
1. N1°05'37”E A DISTANCE OF 224.10 FEET;
2. N89°58'15”W A DISTANCE OF 5.00 FEET;
3. N1°05'37”E A DISTANCE OF 81.29 FEET;
4. N88°54'23”W A DISTANCE OF 5.00 FEET TO A POINT OF NON-TANGENT CURVE;
5. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 28°33'29”, A RADIUS
OF 150.50 FEET, AN ARC LENGTH OF 75.01 FEET AND A CHORD NEARING AND DISTANCE OF N12°44'40”W, 74.24 FEET TO
A POINT OF REVERSE CURVE;
6. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 20°00'08”, A RADIUS
OF 99.50 FEET, AN ARC LENGTH OF 34.74 FEET AND A CHORD NEARING AND DISTANCE OF N17°01'11”W, 34.56 FEET;
7. N1°05'37”E A DISTANCE OF 70.00 FEET TO THE SOUTH LINE OF LOT 1, PEDERSON AUTO PLAZA SUBDIVISION;
THENCE S89°48'40”E, ALONG SAID SOUTH LINE, A DISTANCE OF 435.54 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF
SOUTH MASON STREET;
THENCE S1°03'05”W, ALONG SAID WESTERLY LINE, A DISTANCE OF 462.10 FEET TO THE NORTHWESTERLY LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100010805 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER;
THENCE S43°16'52”W, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 20.21 FEET TO THE NORTH LINE OF THAT
PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100015829 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND
RECORDER AND SAID NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD;
THENCE ALONG SAID LINE THE FOLLOWING THREE (3) COURSES:
1. N89°53'01”W A DISTANCE OF 280.33 FEET;
2. S73°53'58”W A DISTANCE OF 12.50 FEET;
3. N89°53'00”W A DISTANCE OF 91.54 FEET TO THE POINT OF BEGINNING.
CONTAINING 195,092 SQUARE FEET OR 4.479 ACRES OF LAND, MORE OR LESS.
BENCHMARK:
CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC
MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4
CORNER OF SECTION 35.
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 DESIGNS, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON
THESE PLANS.
UTILITY PLANS FOR
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW
DOES NOT IMPLY RESPONSIBILITY BE 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.
GENERAL CONSTRUCTION NOTES:
1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED
AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES,
UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS,
TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND
PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING
SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH
AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH
THESE PLANS.
6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP].
7. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE
CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE
UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY
PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE
CITY.
9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE
EXTINGUISHING SYSTEM.
10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND
DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO
MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH
NO MORE THAN 1:48 CROSS SLOPE.
12. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO
COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY
OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON
OPEN SPACE AREAS. AND, IF APPLICABLE:
13. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT
TO EACH RESIDENTIAL LOT.
14. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON
LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING
THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY
ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE
EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
15. 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.
16. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER
APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS
TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL
BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE
ADEQUATE VISIBILITY.
17. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE
AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT
SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE
ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR
OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
EXISTING UTILITIES SHOWN ON THESE IMPROVEMENT PLANS ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD
SURVEYS AND UTILITY RECORDS. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITY COMPANIES TO HAVE ALL UTILITIES
FIELD LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT ALL
EXISTING UTILITIES ENCOUNTERED, AND SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ALL UTILITIES DAMAGED DURING
CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO FIELD
VERIFY THE LOCATION OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THESE IMPROVEMENT PLANS, TO ASCERTAIN
WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND UTILITIES THAT MIGHT
BE DAMAGED. IF ANY UNKNOWN SUBSURFACE STRUCTURES OR UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL
BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER WHOSE NAME APPEARS ON THESE PLANS.
FORT COLLINS JEEP DEALERSHIP
COVER SHEET
TWD 03/15/2017 N/A
JLC 16-018
C-1
A SUBMITTED TO FTC 03/15/2017
EXISTING UTILITIES DISCLAIMER :
SHEET INDEX
Sheet Number Sheet Title
C-1 COVER SHEET
C-2 CONSTRUCTION NOTES
C-3 GRADING AND EROSION CONTROL PLAN
C-4 OVERALL UTILITY PLAN
C-5 MASON STREET WIDENING PLAN
C-6 MASON STREET CROSS SECTIONS
C-7 BUS STOP PLAN
2 PLAT
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER
OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE
SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE
SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).