HomeMy WebLinkAboutFORT COLLINS JEEP - PDP - PDP170013 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSOUTH MASON STREET
(CROSS-SECTION G)
NOT TO SCALE
WALK
72' R.O.W.
6'
PROPOSED VERTICAL
CURB & GUTTER
EXISTING VERTICAL
CURB & GUTTER
12'
PROPOSED R.O.W.
EXISTING R.O.W.
CONC.
SIDEWALK
5' 12'
BIKE
LANE
LEFT
TURN LANE
EXISTING
THRU LANE
EXISTING R.O.W.
THRU LANE 2.5'
12' 12'
RIGHT
TURN LANE
8'
2.5'
12' 60'
SOUTH MASON STREET
(CROSS-SECTION H)
NOT TO SCALE
72' R.O.W.
6'
2.5'
PROPOSED VERTICAL
CURB & GUTTER
5.5' 12'
PLANTING
AREA
PROPOSED R.O.W.
EXISTING R.O.W.
CONC.
SIDEWALK
5'
BIKE LANE
5'
THRU LANE
EXISTING
THRU LANE
EXISTING
BIKE LANE
EXISTING R.O.W.
2.5'
2.5' 12'
8'
EXISTING
WALK
EXISTING VERTICAL
GENERAL NOTES (CITY OF FORT COLLINS AND LARIMER COUNTY):
1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR
EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA
STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT
BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST
RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL
ENTITY.
2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID
STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.
3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS
FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE
EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR
TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS.
4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES
HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER’S WORK,
FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE
LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL
SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO
HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND
AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND
OMISSIONS CONTAINED IN THESE PLANS.
5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND
OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND
SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER.
6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER
TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE
WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR
UNKNOWN UNDERGROUND UTILITIES.
7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-
800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE
ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH /
IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY
SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE
LARIMER COUNTY URBAN AREA STREET STANDARDS – REPEALED AND REENACTED APRIL 1, 2007
ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-1
THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND
FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED.
IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN
MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING
CONSTRUCTION.
9. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY
COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH
A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN
ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY
COMPANIES.
10. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE
WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A
MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE
WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO
COMMENCEMENT OF ANY WORK.
11. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE
POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE
CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES.
12. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET
UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY.
13. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES:
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET
OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION
NOTES LISTED HERE.
2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS
OTHERWISE SPECIFIED IN MUTCD.
4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT
WITH GLASS BEADS.
5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL
ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS
AND/OR THESE STANDARDS.
8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR
MARKINGS.
10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE
STANDARDS.
11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE
PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED
DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY
PERIOD WILL BEGIN.
12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW
OF EACH SIGN.
14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE
TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY
ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF
THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION
WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S
STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE
2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC
MARKINGS).
15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER
TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL.
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
X X X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
EXIST. MEDIAN CURB
(EXIST. ASPHALT ROADWAY)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
EXIST. TRAFFIC LIGHT
POLE TO REMAIN
EXIST. 2-STORY METAL BUILDING
W/ ADD-ONS TO REMAIN
(REFERENCE ARCHITECTURAL PLANS)
LOT 1
PEDERSON AUTO
PLAZA SUBDIVISION
(EXIST. ASPHALT ROADWAY)
TRANSFORT BUS STOP
EXIST. BACK OF CURB
BUS ROAD TO REMAIN
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
X X X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
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
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION 2ND FILING
(ASPHALT)
TRANSFORT BUS STOP
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
W W W W W W
W
W W W
W
W
W
S
S
S
S S
X X X
X
X X X
X
X
X X
X
X
X X X X
X X
X
X
X
X
X
X
X X X
X
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(60' R.O.W.)
(R.O.W. WIDTH VARIES)
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 30,766 S.F.
FINISHED FLOOR = 5045.9
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION
2ND FILING
(ASPHALT)
TRANSFORT BUS STOP
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
X X X
X
X X
X X X X X X
X
X
X
X
X
X
X X
2-STORY METAL BUILDING
W/ ADD-ONS
APPROX. 30,766 S.F.
FINISHED FLOOR = 5045.9
LOT 1
PEDERSEN AUTO
PLAZA SUBDIVISION 2ND FILING
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
W
W
W
W W W W
W
W W W
W
W
S
S S
S
S
X
X X X
X
X X X
X X
X
X
X
X
X
X
X
X
X X
X
X X
OIL AND SAND
INTERCEPTOR
W W W
W W W W W W W W W W W W W W W W W W W W
W
S
S S S S S S
X X
X
SOUTH MASON STREET
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
15.5'
8.5'
BEGIN CONSTRUCTION
MATCH EXIST. C&G
N 1434389.88
E 3117026.69
END CONSTRUCTION
MATCH EXIST. C&G
N 1433898.76
E 3116977.24
WEST HARMONY
ROAD
7.3' ASPHALT
PAVEMENT
0+00
1+00
2+00
3+00
4+00
5+00
5+18
BP: 0+00.00
EP: 5+17.92
PI: 0+04.06
PI: 0+24.23
PI: 0+36.74
PI: 1+12.99
PI: 5+11.41
PI: 2+31.02 PI: 3+09.29
PC: 4+69.65
PT: 5+11.31
STA: 4+50.00 / 2.00' (R)
ELEV: 5038.39 FL
STA: 4+00.00 / 2.00' (R)
STA: 3+50.00 / 2.00' (R) ELEV: 5039.06 FL
ELEV: 5039.37 FL
STA: 3+00.00 / 1.99' (R)
ELEV: 5039.70 FL
STA: 2+50.00 / 1.99' (R)
ELEV: 5040.18 FL
STA: 2+00.00 / 2.00' (R)
ELEV: 5040.43 FL
STA: 1+50.00 / 2.00' (R)
ELEV: 5040.68 FL
EXIST. LIP OF PAN
STA: 1+12.99 / 2.00' (R)
ELEV: 5040.90 FL
STA: 0+35.63 / 2.00' (R)
ELEV: 5041.46 FL
STA: 4+69.60 / 2.00' (R)
0+07
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
0+74
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
2+00
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
R.O.W.
5041.80
5041.73
5041.80
5041.82
5042.56
5042.40
5041.50
5041.41
5041.70
5041.36
5042.56
5041.80
5044.24
5042.04
5044.44
5042.77
5044.58
5042.78
5040.85
5040.76
5041.26
5040.60
5043.24
5042.58
5044.35
5043.42
3+18
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
4+00
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
4+69
5035
5040
5050
5035
5040
5050
-20 -10 0 10 20 30 40
SECTION
DATA
PROPOSED
R.O.W.
PROPOSED
R.O.W.
PROPOSED
R.O.W.
5040.06
5040.37
5039.94
5041.27
5039.74
5042.67
5040.25
5043.67
5043.58
5044.12
5043.89
5044.57
5044.19
5039.56
5039.39
5039.43
5040.29
5039.23
5041.09
5039.71
5041.77
5043.04
5042.37
5043.27
5043.21
5043.50
X X
X
X
X
X
X X
X
X
X X
X
6'
11'
21' 15' U.E.
REMOVE EXISTING TREE
RELOCATED "BUS STOP" SIGN
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
S S S
S
S S S S S S S
S
W
W
W
W
REMOVE AND RELOCATE
STREET LIGHT
CONCRETE SIDEWALK
0+00
1+00
1+53
STA: 0+12.47 / 2.00' (L)
ELEV: 5046.17
STA: 0+16.34 / 2.73' (L)
ELEV: ???
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: 5045.13
N 1433890.51
E 3116595.07
N 1433895.00
X
ONLY
ONLY
EXIST. BIKE LANE
STRIPE TO REMAIN
EXIST. STOP BAR
TO REMAIN
12'
12.3'
12'
120' 150'
16.5'
8.5'
±13.4'
EXIST. BIKE LANE
SIGN TO BE
RELOCATED
EXISTING STOP BAR
STRIPE TO BE EXTENDED
TO NEW LIP OF PAN
PROPOSED
PEDESTRIAN CROSS
WALK STRIPING
EXISTING DOUBLE YELLOW
STRIPING TO BE REMOVED
EXIST. BIKE LANE
STRIPE TO REMAIN
SOUTH MASON STREET
EXIST. TRAFFIC SIGNAL
POLE TO REMAIN
EXIST. R.O.W.
PROPOSED
R.O.W.
EXIST. CURB,
GUTTER, & WALK
EXIST. PEDESTRIAN
SIGNAL BUTTON & POST
TO BE RELOCATED
4
2
4
6
1
EXIST. BIKE LANE STRIPE
TO BE REMOVED
EXIST. R.O.W.
"HANDICAP ACCESS
LOCATED ON
W. HARMONY ROAD" SIGN
10
5'
3
3
3
MATCH EXIST. DBL
YELLOW STRIPING
EXIST. BIKE LANE STRIPE
TO BE REMOVED
±12'
EXISTING TURNING LANE
SOUTH MASON STREET
X
X X
X X X
X X
X X
X
X
X
X
X
X
X
X
X X X
X
X
ONLY
ONLY
8
9
9
8
8 8
8
8
8
8
8
8
8
8 8 8 8
8
8
8
8
8
8
8
8 8
8
9 9
9
9
9
9 9
9
9 9 9 9
9
9
9
9
9
9
9
9 9
9
9
20' EMERGENCY
ACCESS ESMT.
FORT COLLINS JEEP
DETAILS
TWD 9/8/2017 N/A
WLB 16-018
C-13
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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
X-SECTION A-A: POROUS LANDSCAPE
DETENTION POND (BIORETENTION) DETAILS
N.T.S
6" THICK SECTION OF CDOT
CLASS B FILTER MATERIAL
FOR UNDERDRAIN SYSTEM
12" FILTER MEDIA
(SEE SPECIFICATION
ON THIS SHEET.
CLEANOUT
ORIFICE PLATE FOR 100-YR
CONTROL AT PIPE INLET
100-YR GRATE
PAVEMENT
WQCV ELEV = "C"
POND BOTTOM ELEV = "A"
OUTLET PIPE
INV.: "B"
DEBRIS GRATE
2' CATCH GUTTER
& 6" CURB HEAD
FORT COLLINS JEEP
DETAILS
TWD 9/8/2017 N/A
WLB 16-018
C-14
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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
OUTLET STRUCTURE DETAIL
N.T.S
FORT COLLINS JEEP
DETAILS
TWD 9/8/2017 N/A
WLB 16-018
C-15
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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
DETAILS
TWD 9/8/2017 N/A
WLB 16-018
C-16
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106
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
W W W M W W W
X
X X X X X
X
X
X
X X X X X X
X
SS
SS
S S
S S S S
W W W W W
W
W W W W
S S S
S S S
W
W W W
W
W W W W
W
W W W
S
S
S S S
X X
X X
X X
X X
X X X
X
X
X
X
X
X
X
X
X
X X X
ONLY
ONLY
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A
0.22 0.93
1.16
E
0.39 N/A
N/A
F
0.42 N/A
N/A
G
0.56 N/A
N/A
C
1.72 0.89
B 1.12
0.33 0.89
1.11
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..
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...
D
0.15 N/A
N/A
....
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5045
5043
5044
5045
5044
5046
5045
5046
5047
5045
5044
5041
5042
5040
5045
5039
5041
5042
5043
5044
5045
5046
5047
5048
1
2
3
PROPOSED 15' TYPE R INLET
PROPOSED 4' DIA. STORM MANHOLE
CONNECT AND OUTLET TO EXISTING STORM SEWER
EXISTING STORM SEWER
5045
5045
5043
5043
5044
5044
5046
5046
5040
5041
5042
4.44%
2.63%
3.13%
2.77%
1.56%
1.10%
1.63%
1.66%
4.51%
5045
5044
5045.54 FL
5045.01 FL
5044.49 FL
5044.42 FL
5043.76 FL
5044.12 FL
5043.59 FL
5043.3 FL
5043.48 FL
5043.7 FL
5043.9 FL
5043.4 FL
5043.96 FL
5044.63 FL
5044.05 FL
5044.18 FL
5042.37 FG
5041.74 FG
WQ RELEASE STRUCTURE
WQ RELEASE STRUCTURE
WQ RELEASE STRUCTURE
6" 90° BEND
6" - TEE
6"-90° BEND
6" CLEANOUT
6" - 11.25° Bend
6" - Tee and
6" - 11.25° Bend
15 LF~ 6" HDPE
100 LF~ 6" HDPE
100 LF~ 6" HDPE
113 LF~ 6" HDPE
30 LF~ 6" HDPE
8 LF~ 6" 6" HDPE PIPE
43 LF~ 6" HDPE 98 LF~ 6" HDPE
15 LF~ 6" HDPE
31 LF~ 6" HDPE
113 LF~ 6" HDPE
4" CLEANOUT
4" CLEANOUT
26 LF~ 4" A-2000 SLOTTED PIPE
90 LF~ 4" A-2000 SLOTTED PIPE 88 LF~ 4" A-2000 SLOTTED PIPE
62 LF~ 4" A-2000 SLOTTED PIPE
5047.2 EOA
5045.76 FL
5045.10 FL
5044.52 FL
5042.36 FL
5045.38 FG
5048.51 FG
5045.97 FL
5044.54 FL
5044.88 FG
5044.78 FL
5045.04 FL
5045.88 FG
5045.90 FG
18 LF~ 4" A-2000
SLOTTED PIPE
18 LF~ 4" A-2000
SLOTTED PIPE
WQ/BIORETENTION BASIN A
VOLUME REQUIRED =250 CF
VOLUME PROVIDED=250 CF
WQ/BIORETENTION BASIN B
VOLUME REQUIRED =250 CF
VOLUME PROVIDED=250 CF
WQ/BIORETENTION BASIN C
VOLUME REQUIRED =1831 CF
VOLUME PROVIDED=1870 CF
Runoff Analysis Data Table
Basin ID C2 C100 Q2 (cfs) Q100 (cfs)
A 0.93 1.16 0.69 2.48
B 0.89 1.11 0.99 3.56
C 0.89 1.12 4.78 17.25
0.39%
0.04%
0.49%
0.50%
0.43%
0.46%
1.85%
1.59%
1.63%
1.67%
0.46%
0.42%
0.03%
1.26%
0.31%
0.37%
0.61%
1.03%
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
DRAINAGE PLAN
TWD 9/8/2017 1" = 30'
MSG 16-018
C-17
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 30 60
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
DRAINAGE LEGEND
BASIN NAME
2yr C VALUE
BASIN ACREAGE 100yr C VALUE
5820
5820
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
PR. MAJOR CONTOUR
PR. MINOR CONTOUR
PROPOSED BASIN BOUNDARY LINE
1
BASIN
AREA 2yr
100yr
PR. STORM
EX. STORM
BASIN LABEL
DESIGN POINT
PROPOSED CONCRETE
2' CATCH GUTTER
10' "E" "F" & 6" CURB HEAD
4" CONTECH A-2000
SLOTTED PIPE
X-SECTION B-B: POROUS LANDSCAPE
DETENTION POND (BIORETENTION) DETAILS
N.T.S
PAVEMENT WITH NO
CURB AND GUTTER
WQCV ELEV = "C"
POND BOTTOM ELEV = "A"
PAVEMENT WITH NO CURB
AND GUTTER
WHEEL STOP
2' 2'
WHEEL STOP
8"
4
1
6"
4
1
FILTER MEDIA
(SEE SPECIFICATION
ON THIS SHEET)
6" THICK SECTION OF CDOT
CLASS B FILTER MATERIAL
FOR UNDERDRAIN SYSTEM
1.25" DIA HOLE ORIFICE
PLATE FOR UNDERDRAIN
2'
X
5' FENCE
NOTE:
1. CONTRACTOR IS REQUIRED TO PROVIDE SAMPLE OF THE FILTER MEDIA
MATERIALS AFTER DELIVERY AND PRIOR TO PLACEMENT.
DETAIL AND SPECIFICATION NOTES:
1. REFER TO SECTION B DETAILS BELOW (PER UDFCD, VOL. 3 CHAPTER 4,
SECTION T-3, PAGE B-16) FOR NO-INFILTRATION SECTION.
1. FOR GEOMEMBRANE LINER/CONCRETE CONNECTION DETAILS, SEE
FIGURE B-3 RIGHT.
2. FOR MATERIAL SPECIFICATION OF THE POROUS LANDSCAPE DETENTION
(BIORETENTION) POND, AND IMPERMEABLE LINER SPECIFICATION
REQUIREMENTS, SEE TABLE B-1 RIGHT.
3. FOR SEPARATOR FABRIC PHYSICAL REQUIREMENTS, SEE TABLE B-2.
POND TABLE
"A" "B" "C" "D" "E" "F" "G"
POND "A" 5043.70 5041.78 5044.70 N/A 27.13 3.52 1.0
POND "B" 5042.80 5040.88 5043.80 N/A 64.98 3.33 1.0
POND "C" 5041.70 5039.78 5042.70 82.65
(WEST)*
90.18
(EAST)*
N/A 1.0
* (SEE PLAN)
OUTLET STRUCTURE DETAIL
N.T.S
4" CONTECH A-2000
SLOTTED PIPE
UNDISTURBED
EARTH
6" PEA GRAVEL
DIAPHRAM
WQCV
6"
"G"
280'
"D"
"G"
22.7'
18" FILTER
MEDIA
2"
2"
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
10
FORT COLLINS JEEP
FIRE LANE SIGNAGE &
STRIPING PLAN
TWD 9/8/2017 1" = 30'
WLB 16-018
C-12
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 30 60
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
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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
SIGNAGE AND STRIPING LEGEND:
1 STOP BAR - PRE-FORMED 90 MIL THERMOPLASTIC
3 4" WIDE PAINTED SOLID WHITE EDGE LINE
6" WIDE SOLID WHITE TURNING LANE LINE
6" WIDE DASHED WHITE TURNING LANE LINE
4
4" WIDE DOUBLE YELLOW CENTERLINE STRIPING
5
"NO PARKING" SIGN (R, L, OR D)
6
PEDESTRIAN CROSS WALK - PRE-FORMED 90 MIL
2 THERMOPLASTIC
7
8 "NO PARKING FIRE LANE SIGN"
9 CURB PAINTED RED "FIRE LANE"
R7-1
10 "HANDICAP ACCESS ON W. HARMONY ROAD"
NOTE:
SEE SHEET C-11 FOR SOUTH MASON STREET AND WEST
HARMONY ROAD ROADWAY SIGNAGE & STRIPING PLAN.
STRIPING TO BE REMOVED
SS
SS
WEST HARMONY ROAD
(R.O.W. WIDTH VARIES)
EXIST. "STOP HERE ON RED"
SIGN TO BE RELOCATED
EXIST. STREET LIGHT
WITH "40 MPH" SIGN TO
BE RELOCATED
EXIST. PEDESTRIAN CROSSING
AHEAD SIGN TO REMAIN
EXIST. STREET LIGHT WITH "RAIL
ROAD CROSSING" SIGN TO REMAIN
EXIST. BUS STOP SIGN
TO BE RELOCATED
EXIST. TRAFFIC SIGNAL
POLE TO REMAIN
ALL EXIST. W.
HARMONY ROAD
STRIPING TO REMAIN
LOCATION OF RELOCATED
"BUS STOP" SIGN
2
1
FORT COLLINS JEEP
ROADWAY SIGNAGE &
STRIPING PLAN
TWD 9/8/2017 -1" = 20'
WLB 16-018
C-11
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 20 40
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
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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
SIGNAGE AND STRIPING LEGEND:
1 STOP BAR - PRE-FORMED 90 MIL THERMOPLASTIC
3 4" WIDE PAINTED SOLID WHITE EDGE LINE
6" WIDE SOLID WHITE TURNING LANE LINE
6" WIDE DASHED WHITE TURNING LANE LINE
4
4" WIDE DOUBLE YELLOW CENTERLINE STRIPING
5
"NO PARKING" SIGN (R, L, OR D)
6
PEDESTRIAN CROSS WALK - PRE-FORMED 90 MIL
2 THERMOPLASTIC
7
8 "NO PARKING FIRE LANE SIGN"
9 CURB PAINTED RED "FIRE LANE"
R7-1
10 "HANDICAP ACCESS ON W. HARMONY ROAD"
E 3116747.70
2.00%
WEST HARMONY ROAD
(R.O.W. WIDTH VARIES)
SOUTH MASON STREET
(EX. 60' R.O.W.)
N85°46'32"E 12.47'
N88°30'17"E 125.18'
N88°51'35"E 15.06'
RELOCATED
STREET LIGHT
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
BUS STOP PLAN
TWD 9/8/2017 1" = 20'
JLC 16-018
C-10
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 20 40
INFORMATION
SHOWN IS
SUBJECT
TO CHANGE. NOT
FOR
CONSTRUCTION
BUS STOP DETAIL
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
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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Varies
CONCRETE BUS PAD - ATTACHED
Street
Do not construct
in wheel lane.
1/2" Expansion Joint Material (typical)
Attached Sidewalk (width variable)
10" min.
2"
11'-0" 2'-0"
6" Thick Curb
ASPHALT
A A
Lip
F
BOC
BOW
Existing 2'-0" Gutter
1/2" Pre-formed Sealed
Expansion Joint Material
50'-0"
min
Contraction Joint
10'-0"
Flow Line
SECTION A-A
(Typ)
Existing Sidewalk
Taper in accordance
with the Table below.
NOTE:
1. Length of bus pad varies as directed by the Local Entity.
2. All pads shall be a minimum of 10" thick concrete.
12'-0"
or Lane
Width
2'-0"
CONCRETE BUS PAD - DETACHED
Concrete
in wheel lane.
Do not construct
6"
1/2" Expansion Joint Material (typical)
L T.C.
F
Lip
BUS BAY TRANSITION LENGTHS Detached Sidewalk
SPEED LIMIT LEAD IN LENGTH (Li) (FT.) LEAD OUT LENGTH (Lo) (FT.)
<35 60 60
40 100 70
45 150 80
50 200 90
55 250 100
(width variable)
Lo
15' R
Li
FL
*
Joints
15' R
Provide Curved Connections
R=15'
The Local Entity Transit
Authority shall specify
this length.
*
BUS BAY
BUS STOP
L
2'-0"
6"
10'-0"
min.
10'-0"
2'-0" Varies
Street
12'-0"
or Lane
Width
Concrete
FL T.C.
Lip
10'-0"
min.
10'-0"
2'-0"
5038.81
5038.92
5038.70
5039.38
5038.52
5040.06
5039.03
5040.76
5040.44
5041.47
5042.06
5041.98
5042.21
CONC SW /
ADA RAMP
8' CONC.
SIDEWALK
8'
CONC.
SIDEWALK
6 STEPS @ ~6" EA 4:1
-2.00%
-2.00%
-2.33%
5038.36 FL
5039.06 FL
5039.57 FL
EL: 5040.00
EXIST LIP OF PAN
EL: 5040.26 BACK SW
-2.55%
5043.46 FL
EL: 5039.50
EXIST LIP OF PAN
EL: 5039.72 BACK SW
-2.20%
5042.84 FL
REPLACE
ASPHALT
PAVEMENT.
EL: 5038.52
EXIST LIP OF PAN
EL: 5039.00 BACK SW
5042.08 FL
REPLACE
ASPHALT
PAVEMENT.
REPLACE
ASPHALT
PAVEMENT.
13.5'
13.5' 6.6'
NOTE:
NEW ASPHALT
PAVEMENT SHALL
MATCH EXIST PAVEMENT
SECTION DEPTH TO
SUBGRADE.
5043.44 TS
-2.00%
-2.00%
-2.00%
5043.44 FL
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
LANDSCAPE
WALL
N 1433898.69
3+00
4+00
5+00
5+18
EP: 5+17.92
PI: 5+11.41
PI: 3+09.29
PC: 4+69.65
PT: 5+11.31
STA: 3+18.30
STA: 4+00
STA: 4+69.22
PROPOSED
R.O.W.
EXIST.
R.O.W.
CONC. SIDEWALK
STA: 4+00.00 / 2.00' (R)
ELEV: 5039.06 FL
STA: 4+69.22 / 2.00' (R)
ELEV: 5038.36 FL
STA: 3+18.30 / 2.00' (R)
ELEV: 5039.57 FL
5044
5042
5040
5040
5044
5042
R=26.94'
L=41.66'
Δ=88°35'00"
S89°38'10"W 0.10'
S89°38'10"W 6.50'
8'
EDGE OF EXIST LIP
SOUTH MASON STREET
Know what'sbelow.
Call before you dig.
R
FORT COLLINS JEEP
MASON STREET CROSS SECTIONS
TWD 9/8/2017 1" = 10'
NRM 16-018
C-9.2
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 10 20
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
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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
5044.58
5043.83
5044.79
5044.12
EXIST
CONC SW 8' CONC.
SIDEWALK
4:1
ASPH PVMT 4:1
5041.65 FL
5041.12 FL
5040.43 FL
-2.00%
EL: 5041.82 MEET & MATCH
EXIST LIP OF PAN
EL: 5042.26 BACK SW
-10.66%
EL: 5041.36 BACK SW
EL: 5041.84 BACK SW
EL: 5042.05 BACK SW
EL: 5040.74
EXIST LIP OF PAN
EL: 5042.72 BACK SW
5043.79 FL
-2.86%
NOTE:
NEW ASPHALT
PAVEMENT SHALL
MATCH EXIST PAVEMENT
SECTION DEPTH TO
SUBGRADE.
REPLACE
ASPH PVMT
REPLACE
ASPHALT
PAVEMENT.
3.2'
6.8'
-2.10%*
-8.41%
10'
* - DUE TO CURB &
GUTTER BEING
SKEWED TO
SIDEWALK
ALIGNMENT ACROSS
THIS DRIVEWAY, THE
ACTUAL SIDEWALK
CROSS SLOPE IS 2%.
ASPH PVMT
ASPH PVMT
-2.00%
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
SCALE: HORIZONTAL 1"=10'
VERTICAL 1"= 5'
LANDSCAPE
WALL
60' EXISTING R.O.W.
72' PROPOSED R.O.W.
N 1434393.94
E 3117026.80
0+00
1+00
2+00
BP: 0+00.00
PI: 0+04.06
PI: 0+24.23
PI: 0+36.74
PI: 1+12.99
PI: 2+31.02
STA: 0+06.81
STA: 0+73.69
STA: 2+00
PROPOSED R.O.W.
EXIST. R.O.W.
STA: 2+00.00 / 2.00' (R)
ELEV: 5040.43 FL
STA: 0+73.69 / 2.00' (R)
ELEV: 5041.12 FL
STA: 0+06.81 / 2.00' (R)
ELEV: 5041.65 FL
5042
5044
5044
5042
5044
S01°34'26"W 4.06'
S03°19'09"W 20.17'
S01°22'45"W 12.51'
S06°04'20"W 76.26'
10'
15' U.E.
2.00%
2.10%
5041.8 FG
5042.02 FG
5042.0 FG
SOUTH MASON STREET
EDGE OF EXIST LIP
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
Know what'sbelow.
Call before you dig.
R
FORT COLLINS JEEP
MASON STREET CROSS SECTIONS
TWD 9/8/2017 1" = 10'
NRM 16-018
C-9.1
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 10 20
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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
ELEV: 5038.37 FL
STA: 5+11.44 / 2.00' (R)
ELEV: 5039.34 FL
KENSINGTON
DRIVE
S03°19'09"W
20.17'
S06°04'20"W 76.26'
R=26.94'
L=41.66'
Δ=88°35'00"
S89°38'10"W 0.10'
S01°34'26"W 4.06' S01°22'45"W 12.51'
S01°03'05"W 118.03'
S05°48'54"W 78.27'
S01°03'05"W 160.36'
EXIST. LIP OF PAN
EXIST. LIP OF PAN
EXIST.TRAFFIC SIGNAL
POLE TO REMAIN
EXIST. TRAFFIC SIGNAL
CONTROL BOXES
LANDSCAPE WALL
LANDSCAPE WALL
STORM SEWER INLET
EXIST. GROUND @
PROPOSED LIP OF GUTTER
SCALE: HORIZONTAL 1"=20'
VERTICAL 1"= 2'
MASON STREET PROFILE
5035
5040
5050
5035
5040
5050
0+00 1+00 2+00 3+00 4+00 5+00 5+18
2.37%
-1.61%
0.00%
-0.70%
-0.66%
-0.50%
-0.50%
-0.74% -0.74%
PVI STA = 0+05.00
ELEV = 5041.84
PVI STA = 1+00.37
ELEV = 5041.17
PVI STA = 1+50.51
ELEV = 5040.84
PVI STA = 2+00.23
ELEV = 5040.60
PVI STA = 2+50.55
ELEV = 5040.34
PVI STA = 3+00.78
ELEV = 5039.97
PVI STA = 4+55.67
ELEV = 5038.46
PVI STA = 4+66.26
ELEV = 5038.46
HP ELEV = 5039.33
HP STA = 3+87.71
PVI ELEV = 5039.15
PVI STA = 4+12.71
AD = -0.87%
K = 57.41
50.0' VC
PVC STA: 3+87.71
PVC ELEV: 5039.33
PVT STA: 4+37.72
PVT ELEV: 5038.75
2.37%
-1.61%
0.00%
-0.70%
-0.66%
-0.50%
-0.50%
-0.74% -0.74%
PVI STA = 0+05.00
ELEV = 5041.84
PVI STA = 1+00.37
ELEV = 5041.17
PVI STA = 1+50.51
ELEV = 5040.84
PVI STA = 2+00.23
ELEV = 5040.60
PVI STA = 2+50.55
ELEV = 5040.34
PVI STA = 3+00.78
ELEV = 5039.97
PVI STA = 4+55.67
ELEV = 5038.46
PVI STA = 4+66.26
ELEV = 5038.46
HP ELEV = 5039.33
HP STA = 3+87.71
PVI ELEV = 5039.15
PVI STA = 4+12.71
AD = -0.87%
K = 57.41
50.0' VC
PVC STA: 3+87.71
PVC ELEV: 5039.33
PVT STA: 4+37.72
PVT ELEV: 5038.75
PROPOSED GROUND @
PROPOSED LIP OF GUTTER
5041.80
5041.33
5041.52
5041.69
5041.18
5041.46
5040.85
5041.26
5040.60
5041.15
5040.35
5041.85
5039.98
5039.96
5039.61
5040.29
5039.23
5039.97
5038.55
5039.22
5039.26
5039.68
5039.68
FORT COLLINS JEEP
MASON STREET WIDENING PLAN
TWD 9/8/2017 1" = 20'
WLB 16-018
C-8
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
Feet
0 20 40
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
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
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).
NOTE:
SEE SHEET C-11 FOR E. MASON STREET SIGNAGE
AND STRIPING PLAN.
(SEE DETAIL
THIS SHEET)
6" - 90° BEND FIRELINE 6" WET TAP W/ TB
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
W W W W W W
EX. STREET LIGHT
TO BE RELOCATED
67.7'
MEDIAN CURB
(ASPHALT)
WEST HARMONY ROAD
SOUTH MASON STREET
(R.O.W. WIDTH VARIES)
TEL.
TRANSFORT BUS STOP
EX. 8" WATER
EX. 8" SANITARY
158 LF ~ 6" DIP
100 LF ~ 6" PVC
CORP STOP
CURB STOP
135 LF~TYPE ~ 1 1/2"
TYPE 'K' COPPER
1-1/2" METER
19 LF ~ 6" DIP
71 LF ~ 6" PVC
100 LF ~
6" PVC
6" SWIVEL TEE
6" PLUG
W/ TB
30 LF ~ 6" DIP
6" SEWER
SERVICE
6" SEWER
SERVICE
115 LF ~ 6" PVC
"BUS STOP"
EX. TRAFFIC LIGHT
POLE TO REMAIN
EX. INLET GRATE
EX. TRANSFORMER
BIKE RACK (4)
EXIST. WATER METER
TO BE RECYCLED
EXIST. FIRE HYDRANT
TO BE RELOCATED
EX. SEWER SERVICE TO
BE ABANDONED IN PLACE
EX. 10" AC WATER
EX. 12 " STORM
15' U.E.
EX.
COMMS
15' U.E.
EXIST. 5' U.E.
20' EMERGENCY
ACCESS ESMT.
RELOCATED
STREET LIGHT
10' Type R Inlet
N=1433933.28
E=3117002.26
INV. IN = 5036.91
Type 13 Inlet w/ Solid Cover
N=1433933.28
E=3117013.60
Type C Outlet Structure
N=1433985.53
E=3116858.01
INV. OUT = 5040.17
6" Cleanout
N=1434094.50
E=3116645.37
INV. = 5041.77
Type C Outlet Structure
N=1434194.50
E=3116662.07
INV. OUT = 5042.35
Type C Outlet Structure
N=1434051.02
E=3116661.87
INV. OUT = 5041.63
6" - 90° Bend
N=1434194.50
E=3116645.37
INV. = 5042.27
6" - Tee
N=1434051.22
E=3116645.37
6" - 90° Bend
N=1433952.53
E=3116645.37
INV. = 5041.06
6" - 11.25° Bend
N=1433933.28
6" - Tee and E=3116969.86
6" - 11.25° Bend
N=1433952.53
E=3116858.01
INV. = 5040.0
100LF ~ 6" HDPE SD 113LF 6" ~ 6" SD HDPE SD
6" Cleanout
N=1433952.53
E=3116745.37
INV. = 5040.56
SEE SHEET C-10
FOR DETIALS
SEE SHEET C-10 FOR
DETAILS
SEE SHEET C-10
FOR DETAILS
6" GV
5 LF~6" DIP
8'
3'
RELOCATED
FIRE HYDRANT
EX. STORM INLET
TO BE REPLACED
:,7+
0$1+2/(
INV. OUT SW (12") = 5036.89
SEWER SERVICE
TO BE ABANDONED
AT MANHOLE
RELOCATE
EX. SIGN
EX. STORM MANHOLE
INV. IN NE (12") = 5035.96
,19,11:
INV. OUT SW = 5032.51
EX. SAN. MANHOLE
INV. OUT N = 5031.41
EX. SAN. MANHOLE
INV. IN S = 5031.18
INV. IN E = 5031.20
INV. OUT N = 5031.03
EX. SAN. MANHOLE
INV. IN S = 5031.00
INV. OUT NW = 5030.90
6" SERVICE
INV. = 5031.27±
VEHICLE STORAGE
CUSTOMER
EMPLOYEE EMPLOYEE
VEHICLE DISPLAY
CUSTOMER
4"Ø X 30" H, PIPE BOLLARDS,
FILL WITH CONC. CAP AND
PAINT, TYP. INSTALL @ 6' 0.C.
4" PVC STORM
DRAIN CLEANOUT
4" PVC STORM
DRAIN CLEANOUT
2' WIDE
CURB-CUT
2' WIDE
CURB-CUT
4" PVC STORM
DRAIN CLEANOUT
4" PVC PERFORATED
UNDERDRAIN
@ 0.25% SLOPE
4" PVC STORM
DRAIN CLEANOUT
4" PVC PERFORATED
UNDERDRAIN
@ 0.25% SLOPE
20' EMERGENCY
ACCESS ESMT.
20' EMERGENCY
ACCESS ESMT.
15' DRAINAGE
ESMT.
15' DRAINAGE
ESMT.
15' DRAINAGE
ESMT.
4" PVC PERFORATED
UNDERDRAIN @
0.25% SLOPE
CONNECT TO
EXIST. 8"
WATERLINE
4" PVC PERFORATED
UNDERDRAIN @
0.25% SLOPE
N 1434390.80
E 3116578.59
N 1434389.41
E 3117002.13
N 1433925.66
N 1433912.65 E 3116993.62
E 3116980.38
N 1433909.92
E 3116607.92
N 1434133.98
E 3116612.20
N 1434133.98
E 3116607.20
N 1434215.26
E 3116608.75
N 1434215.35
E 3116603.75
6" CLEAN-OUT
N 1434336.00
E 3116767.37 6" CLEAN-OUT
N 1434336.00
E 3116838.16
6" CLEAN-OUT
N 1434336.00
E 3116938.16
6" CLEAN-OUT
N 1434221.04
E 3116772.37
10'
(ASPHALT PARKING LOT)
98LF ~ 6" HDPE SD
113LF ~ 6" HDPE SD
32LF ~ 6"
HDPE SD
43LF ~ 6" HDPE SD
100LF ~ 6" HDPE SD
17LF ~ 6" HDPE SD
33LF ~ 6"
HDPE SD
11LF ~ 6" HDPE SD
17LF ~ 6"
HDPE SD
20' W.L. ESMT.
15' U.E.
BNSF RAIL-ROAD R.O.W.
100'
(ASPHALT PARKING LOT)
(ASPHALT PARKING LOT)
CONC. DRAINAGE
CHANNEL
Feet
0 30 60
FORT COLLINS JEEP
OVERALL UTILITY PLAN
TWD 03/15/2017 1" = 30'
JLC 16-018
C-7
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 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 CONCRETE
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
COM COM EXISTING COMMUNICATION LINE
PROPOSED LANDSCAPE
PROPOSED ASPHALT
PROPOSED CONCRETE
SIDEWALK REPAIR NOTE:
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.
OIL AND SAND INTERCEPTOR
Know what'sbelow.
Call before you dig.
R
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
W
W W W
S S S
S S S
W W W W W W
W
W W W
W
W W
S
S
S
S S
X X X
X
X X X
X X
X X
X
X
X
X
X
X
X
X X X
X
X
5045
5044
5046
5045
5043
5044
5045
5044
5045
5045
5045
5040
5041
5047
5048
EXIST. METAL SHED
EXIST. METAL SHED SSA
30' X 60'
VT
131 LF
SF
RS
LOC
CWA
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
RS
RS
IP
RS
RS
SF SF SF SF SF
SF
CF
225 LF
RS
RS
RS
RS
RS
SF
SF
SF SF SF SF SF SF
27 LF
SF
342 LF
SF
41 LF
SF
IP
PS
PS
PS PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
N 1434390.80
E 3116578.59
N 1434320.81
E 3116577.26
N 1434215.35
E 3116603.75
N 1434215.26
E 3116608.75
N 1434133.98
E 3116607.20
N 1434133.98
E 3116612.20
N 1433909.92
E 3116607.92
N 1433912.65
E 3116980.38
N 1433925.66
E 3116993.62
N 1434389.41
E 3117002.13
3.0%
0.0%
2.8%
0.5%
1.9%
3.1%
0.6%
0.5%
2.3%
2.8%
3.7%
0.5%
1.6%
2.0%
0.8%
0.5%
1.8%
1.7%
0.5%
5.0%
1.4%
1.9%
2.2%
4.7%
0.6%
1.0%
2.0%
4.2%
2.6%
3.1%
5.2%
1.0%
2.5%
2.4%
2.1%
1.2%
1.3%
6.8% 2.0%
0.1%
1.6%
0.4% 0.4%
1.0%
1.2%
3.3%
1.3%
1.2%
3.5%
TRAFFIC LIGHT
POLE
BACK OF CURB
BUS ROAD
TRANSFORMER
TEMPORARY INLET
PROTECTION TO BE
REMOVED ON
REMOVAL OF
EXISTING INLET
100'
BNSF RAIL-ROAD R.O.W.
CONC. DRAINAGE
CHANNEL
Feet
0 30 60
FORT COLLINS JEEP
EROSION CONTROL PLAN
TWD 9/8/2017 1" = 30'
JLC 16-018
C-6
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 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
PS
SSA
VTC
LOC
CHECK DAM
CONCRETE WASHOUT AREA
CONSTRUCTION FENCE
INLET PROTECTION
REINFORCED ROCK BERM
SEDIMENT CONTROL LOG
PERMANENT SEEDING
SILT FENCE
STABILIZED STAGING AREA
VEHICLE TRACKING
CONTROL
BMP LEGEND
RS ROCK SOCK
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
CONSTRUCTION SEQUENCE CHART
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 OUTLET
PROPOSED STORM SEWER
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
5537.30 FL
2% PROPOSED SLOPE
PROPOSED FLOWLINE ELEVATION
EXISTING VEGETATION
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
COM EXISTING COMMUNICATION LINE
HIGH POINT
LOW POINT
HP
LP
FG FINISH GRADE
X
X
X
X
X
X X X
X
X
EXIST. METAL
SHED
EXIST. METAL SHED
TRANSFORMER
N 1434390.80
E 3116578.59
N 1434320.81
E 3116577.26
N 1434215.35
E 3116603.75
N 1434215.26
E 3116608.75
N 1434133.98
E 3116607.20
N 1434133.98
E 3116612.20
N 1433909.92
E 3116607.92
N 1433912.65
E 3116980.38
N 1433925.66
E 3116993.62
N 1434389.41
E 3117002.13
3.0%
0.0%
2.8%
0.5%
1.9%
3.1%
0.6%
0.5%
2.3%
2.8%
3.7%
0.5%
1.6%
0.8%
0.5%
1.8%
1.7%
0.5%
5.0%
1.4%
1.9%
2.2%
4.7%
2.0%
4.2%
2.7%
3.1%
5.2%
1.0%
2.5%
2.4%
2.1%
1.2%
1.3%
6.7% 2.0%
0.1%
1.6%
0.4% 0.4%
1.0%
1.2%
3.3%
1.3%
1.2%
3.5%
1.2%
2.5%
100'
BNSF RAIL-ROAD R.O.W.
5040
5042
5044
5042
5042
5042
5046
5044
5044
5050
5046
5048
5046
5040
5044
5042
5044
5046
5046
5046
5046
5048
5046
5046
5046
5040
5041
5044.85 FL
5044.38 FL
5044.56 FL 5044.25 FL
5043.22 FL
5043.56 FL
5043.43 FL
5043.16 FL
5043.08 LP
5043.36 FL
5043.41 FL
5043.65 FL
5044.71 FL
5045.49 FL
5045.16 FL
5043.84 FL
5043.71 FL
5044.24 FL
5044.12 FL
5044.31 FL
5044.18 FL
5044.43 FL
5044.25 FL
5044.43 FL
5044.88 FL
5044.71 FL
5045.00 FL
5045.16 FL
5045.35 FL
5044.76 FL
5044.92 FL
5045.06 FL
5045.68 FL
5045.47 FL
5045.70 FL 5044.63 FL
5044.44 FL
5044.66 FL
5043.97 FL
5043.86 FL
5044.17 FL
5044.25 FL
5044.31 FL
5044.93 FL
5044.61 FL
5045.14 FL
5044.79 FL
5044.74 FL
5045.19 HP
5044.90 FL
5044.90 FL
5044.92 FL 5045.05 FL
5045.47 FL
5045.25 FL
5045.19 FL
5045.40 FL
5044.86 FL
5045.17 FL
5045.07 FL 5045.51 FL
5045.97 FL
5045.91 FL
5045.91 FL
5045.90 FL
5045.95 FL
5045.76 FL
5045.89 FL
5045.54 FL
5045.68 FL
5045.68 FL
5045.55 FL
5045.86 FL
5045.75 FL
5046.02 FL
5045.95 FL
5046.03 FL 5044.15 FL
5044.03 FL
5044.52 FL
5044.57 FL
5042.34 FL
5042.77 FL
5042.60 FL
5045.77 FL
5045.51 FL
5045.13 FL
5045.47 FL
5045.61 FL
5045.48 FL 5045.56 FL
5045.05 FL
5045.28 FL
5045.26 FL
5045.02 FL
5043.85 FL
5044.78 FL
5045.00 FL 5044.72 FL
5044.22 FL
5043.88 FL
5044.09 FL
5045.13 HP
5043.22 FL
5043.73 FL
5046.11 FG
5046.05 FG
5045.79 FG
5045.72 FG
5046.69 FG
5046.66 FG
5046.38 FG
5046.35 FG
5047.17 FG
5045.40 FL
5044.72 FL
5048.06 FG
5046.65 FG
5039.97 FG
5046.08 FG
5046.27 FG
5046.91 FG
5046.81 FG
5047.63 FG
5047.35 FG
5046.50 FG
5046.01 FG
5041.66 FL
5041.46 FL
5040.90 FL
5045.60 FL
5045.04 FL
5044.99 FL
5045.90 FL
5044.68 FL
5043.75 FL
5044.27 FL
5042.01 FL
5042.52 FL
5043.85 FL
5044.22 FL
5044.25 FL
5043.73 FL
5043.85 FL 5043.88 FL
5044.05 FL 5042.46 FL
5042.33 FL
5042.06 FL
5043.59 FL
5043.74 FL
5043.91 FG 5043.96 FL
5045.90 FL
5045.73 FL
5042.23 FL
5044.54 FL
5042.96 FL
5042.67 FL
5042.35 FL
5042.32 FL 5042.41 FL
5044.06 FL
5044.52 FL
5044.54 FL
5042.37 FL
5045.90 FL
5045.90 FL
5042.17 LP
5042.90 FL
5045.83 FL
5044.59 FL
5044.59 FL
5044.43 FL
5044.45 FL
5044.56 FL
5042.82 FL
5042.77 HP
5044.15 FL
5043.83 FL
CONC. DRAINAGE
CHANNEL
5045
5046
5044
5040
5041
5042
5040
5042
5043
5040
5046
5044
5043
5045
5044
5044
5045
5046
5048
5047
G G
H H
TOW=5039.74
BOW=5039.67
TOW=5046.75
BOW=5041.11
TOW=5046.83
BOW=5042.36
TOW=5043.99
BOW=5043.91
5044.34 FL
LANDSCAPE
WALL
LANDSCAPE
WALL
5044.11 FL
5044.15 FL
5045.90 FL
5045.63 FL
5045.72 FL
5045.79 FL
5045.90 FL
5045.71 FL
5044.41 FL
5045.23 FL
5.0%
5042.34 FL
2.0%
1.5%
2.0%
0.5%
1.2%
Feet
0 30 60
FORT COLLINS JEEP
GRADING PLAN
TWD 9/8/2017 1" = 30'
JLC 16-018
C-5
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
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 OUTLET
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
5537.30 FL
2% PROPOSED SLOPE
PROPOSED FLOWLINE ELEVATION
PROPOSED STREET LIGHT
EXISTING VEGETATION
PROPOSED PHASING LINE
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
EXISTING ASPHALT
PAVEMENT
PROPOSED ROADWAY STRIPING
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED DRAINAGE FLOW ARROW
COM EXISTING COMMUNICATION LINE
PROPOSED CLEANOUT
HIGH POINT
LOW POINT
HP
LP
FG FINISH GRADE
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
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
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
W W
W
W W W
W
W W W
W
W W
S
S
S
S
S
EXIST. METAL SHED
TO REMAIN
EXIST. METAL SHED
TO REMAIN
EXIST. BUS STOP SHELTER ,
PAD, & 57.2 LF SIDEWALK TO
EXIST. CURB & GUTTER BE REMOVED
TO BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
±178.7'
EXIST. ASPHALT TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. CURB, GUTTER,
& ADA RAMPS TO BE
REMOVED
EXIST. SHRUBS TO
BE REMOVED
EXIST. BUSHES &
TREES TO BE
REMOVED
EXIST. INLET TO
BE REMOVED
/)2)(;,67&85%
GUTTER & SIDEWALK TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. HYDRANT TO
BE RELOCATED
EXIST. SAN SEWER
SERVICE LINE TO BE
ABANDONED IN PLACE
EXIST. WATER
METER TO BE
RECYCLED
EXIST. CONC. TO BE
REMOVED
EXIST. ASPHALT TO
BE REMOVED
EXIST. ASPHALT TO
BE REMOVED
EXIST. CURB & GUTTER
TO BE REMOVED
EXIST. ELEC.
TRANSFORMER TO
REMAIN
EXIST. ROADWAY
STRIPING TO BE
ERADICATED
EXIST. CONC. TO BE
REMOVED
EXIST. "STOP HERE ON RED"
SIGN TO BE RELOCATED
EXIST. STREET LIGHT
WITH "40 MPH" SIGN TO
BE RELOCATED
EXIST. PEDESTRIAN
CROSSING AHEAD SIGN
TO REMAIN EXIST. STREET LIGHT WITH
"RIAL ROAD CROSSING"
SIGN TO REMAIN
EXIST. BUS STOP SIGN
TO BE RELOCATED
EXIST. TREES &
SHRUBS TO REMAIN
EXIST. DRAINAGE PAN &
SIDEWALK CHASE TO REMAIN
EXIST. TREE TO REMAIN
EXIST. AREA LIGHT
EXIST. TREES TO BE REMOVED
TO REMAIN
EXIST. AREA LIGHTS
TO BE REMOVED
57.2'
EXIST. BIKE LANE
STRIPE TO REMAIN
EXIST. STOP BAR
TO REMAIN
PROPERTY
LINE
R.O.W.
R.O.W.
PROPERTY
LINE
EXIST. CHAIN-LINK
FENCE TO REMAIN
EXIST. WOOD
FENCE TO REMAIN
EXIST. CHAIN-LINK
FENCE TO BE
REMOVED
EX. CONC. PAN TO
BE REMOVED
EXIST. CONC. PAN AND
ADA RAMPS TO BE
REMOVED
± 91 LF EXIST. CONC.
SIDEWALK TO BE REMOVED
EXIST. GRAVEL
DRIVEWAY / PARKING
100'
BNSF RAIL-ROAD R.O.W.
Feet
0 30 60
FORT COLLINS JEEP
DEMOLITION PLAN
TWD 9/8/2017 1" = 30'
JLC 16-018
C-4
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
REVISIONS
DESIGN: SCALE:
DRAWN: PROJECT NO:
DATE:
SHEET
PARAGON ENGINEERING CONSULTANTS, INC.
LITTLETON, CO 80120 303-794-8604
7852 SOUTH ELATI STREET, SUITE 106 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
BENCHMARK:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
Know what'sbelow.
Call before you dig.
R
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET
REPAIR STANDARDS.
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 EXISTING CONTOUR
CTV EXISTING CATV LINE
EXISTING UTILITY RISER
EXISTING STREET SIGN
EXISTING BURIED ELECTRIC LINE
EXISTING SANITARY SEWER MH
EXISTING ASPHALT
PAVEMENT
COM EXISTING COMMUNICATION LINE
CHECKED BY: __________________________________ ______________
STORMWATER UTILITY DATE
CHECKED BY: __________________________________ _____________
PARKS & RECREATION DATE
CHECKED BY: __________________________________ _____________
TRAFFIC ENGINEER DATE
CHECKED BY: __________________________________ _____________
ENVIRONMENTAL PLANNER DATE
FORT COLLINS JEEP
CONSTRUCTION NOTES
TWD 9/8/2017 1" = 30'
JLC 16-018
C-3
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
STORM DRAINAGE NOTES:
1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE
FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER(S).
19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE (FINAL DRAINAGE REPORT FORT COLLINS JEEP DEALERSHIP)
BY (PARAGON ENGINEERING DATED MAY 26, 2017) AND EROSION CONTROL STUDY (EROSION AND SEDIMENT
CONTROL ASSOCIATED WITH CONSTRUCTION ACTIVITIES FOR FORT COLLINS JEEP DEALERSHIP) BY (PARAGON
ENGINEERING DATED AUGUST 29, 2017) SHALL BE FOLLOWED AND IMPLEMENTED.
20. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE
DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE
STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY
DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE
FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER
UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS OF
THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM
SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES.
14. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR
STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL
DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL
PLAN.
15. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE
FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE
THE RESPONSIBILITY OF THE PROPERTY OWNER(S).
17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE
DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE
STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY
DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE
FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE
STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING
PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT.
18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS
DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER
LARIMER COUNTY URBAN AREA STREET STANDARDS – REPEALED AND REENACTED APRIL 1, 2007
ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS PAGE E-1-FC/LAR-2
FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED
AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR
STORM DRAINAGE FACILITIES IN THE DEVELOPMENT.
19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE (FINAL DRAINAGE REPORT FORT COLLINS JEEP DEALERSHIP) BY
(PARAGON ENGINEERING DATED MAY 26, 2017) AND EROSION CONTROL STUDY (EROSION AND SEDIMENT CONTROL
ASSOCIATED WITH CONSTRUCTION ACTIVITIES FOR FORT COLLINS JEEP DEALERSHIP) BY (PARAGON ENGINEERING
DATED AUGUST 29, 2017) SHALL BE FOLLOWED AND IMPLEMENTED.
20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE
EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY
THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE
OR LANDSCAPING.
21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED
ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS
BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END
LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR.
22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY
UNTIL A RIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF
APPLICABLE.
23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL
APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY
THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY
EROSION CONTROL INSPECTOR (FORT COLLINS – 221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE
START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS.
IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY
HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE.
HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT
TESTING REVEALS AN IMPROPER INSTALLATION.
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
FORT COLLINS JEEP
CONSTRUCTION NOTES
TWD 9/8/2017 1" = 30'
JLC 16-018
C-2
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS
PRIOR TO ANY CONSTRUCTION ON THIS SITE.
2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE
ACCEPTED PLANS.
3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY
LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED
EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE
CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION
PLANS, AND EROSION CONTROL REPORT.
4. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING
AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY
WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE
RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN
HEREIN.
5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE.
REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S)
REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL
PERIOD OF TIME.
6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY
INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY
RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT
EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY
SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30)
DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH,
LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY.
7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL
MEASURES SHALL:
A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH
SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER
TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE
SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR.
C. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY
THE EROSION CONTROL INSPECTOR.
8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE
RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL
DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES.
9. THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND
MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY.
10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE
REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE
INTO ANY WATERS OF THE UNITED STATES.
11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE
PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER
SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED
AND MULCHED.
12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM
SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE
MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA).
13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS
MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR
CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT
LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND
GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE
WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF
POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND
FEDERAL REGULATIONS.
14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE
AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST
FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF
CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND
PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED.
15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE
FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL
THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR,
(WITHIN LOVELAND GMA AND CITY LIMITS ONLY).
A. BELOW ALL GUTTER DOWNSPOUTS.
B. OUT TO DRAINAGE SWALES.
C. ALONG LOT PERIMETER.
D. OTHER LOCATIONS, IF NEEDED.
16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT
IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE
DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY.
17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FOR CONSTRUCTION
EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING
ROADWAYS. NO EARTHEN MATERIALS, I.E. STONE, DIRT, ETC. SHALL
BE PLACED IN THE CURB & GUTTER OR ROADWAY AS A RAMP
TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS,
CONSTRUCTION MATERIALS, CONCRETE WASHOUT
AREAS, AND/OR BUILDING SITES.
18. ADD NOTES TO REFLECT THE STORMWATER RUNOFF
CONTROL PLAN OF THE INDIVIDUAL DEVELOPMENT.
24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT-OF-WAY AFTER STANDARD EROSION AND SEDIMENT CONTROL NOTES:
RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE PLACEMENT OF CURB,
GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND
WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE DEVELOPER SHALL BE RESPONSIBLE FOR A
RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE DEVELOPER MAY USE THE LOCAL ENTITY’S DEFAULT
PAVEMENT THICKNESS SECTION(S). REGARDLESS OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN
REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE
SUBMITTED TO THE INSPECTOR A MINIMUM OF 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT.
PLACEMENT OF CURB, GUTTER, SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY
ENGINEER APPROVES THE FINAL REPORT.
25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE CONSTRUCTED
ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWLINE AT ALL INTERSECTIONS, INLETS, AND OTHER
LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR SURVEYOR MUST CERTIFY IN A
LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE APPROVED PLANS AND
SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN RESOLVED WITH THE LOCAL
ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE
ALLOWED ON THE STREETS.
26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE
COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE
STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL
SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE
EXCAVATION NECESSARY FOR BUILDING CONNECTIONS.
27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY
FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE
DISTRICTS.
28. ALL ROAD CONSTRUCTION IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN
ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA
MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL.
29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL
ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT.
30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED
TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA
PUBLICATION 2226, EXCAVATING AND TRENCHING.
31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH
MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR
APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE
DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE
REQUIRED BY THE CONSTRUCTION ACTIVITIES.
32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY
TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL
TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE
CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR,
MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED.
33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING
AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENT’S LOCAL STREET OPERATIONS. IN
ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED
TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT.
34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY
APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR
HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY.
35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE
COMPLETION OF THE INTENDED IMPROVEMENTS, SHOWN ON THESE DRAWINGS, OR DESIGNATED TO BE
PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE.
36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF
PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE
THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS.
37 THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED
PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY
PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.
38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A
SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT
THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY.
39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF
RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL ENTITY’S
INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD
DRAWINGS TO THE LOCAL ENTITY ENGINEER.
40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION
OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE
INFORMATION SHALL BE AS FOLLOWS:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE AT
THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING LOT,
ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
41. ALL STATIONING IS BASED ON FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED.
42. 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.
43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE
DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE.
PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE
FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE
PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN
OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE
DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER
AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE.
44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION
EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND
CONDITION AS REQUIRED BY THESE PLANS.
45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T”
INTERSECTIONS.
46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS
SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM
PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE.
47. VARIANCES ARE LISTED AS FOLLOWS:
PDP170013 VARIANCE REQUEST FOR LCUASS FIGURE 19-6
PDP170013 VARIANCE REQUEST FOR LCUASS TABLE 7-3
1. ALL STREET CONSTRUCTION IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF
THESE PLANS AS WELL AS THE STREET IMPROVEMENTS NOTES LISTED HERE.
2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED
ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL,
PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH ASPHALT SECTIONS ARE NOT
PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL BE
SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT.
3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL
BE SAW CUT, A MINIMUM DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO
CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER SHALL BE REQUIRED TO
REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT
CAN BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE
LOCAL ENTITY ENGINEER IN LOVELAND.
4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED
PRIOR TO SUBBASE INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE
SUBGRADE HAS BEEN INSPECTED AND APPROVED BY THE LOCAL ENTITY ENGINEER.
5. FT. COLLINS ONLY. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE
AT THE TIME OF PAVEMENT PLACEMENT OR OVERLAY. VALVE BOX ADJUSTING RINGS
ARE NOT ALLOWED.
6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO
A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET
CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUTS ARE MADE.
CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH CHAPTER 25,
RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO
THE EXISTING SURFACE. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY
SHALL BE MADE BY THE LOCAL ENTITY ENGINEER. ALL OVERLAY WORK SHALL BE
COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE PROJECTS DO NOT CUT
THE NEW ASPHALT OVERLAY WORK.
7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS
OTHERWISE SPECIFIED IN M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND
AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN.
8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE
PRESENCE OF THE LOCAL ENTITY INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT.
GUTTERS THAT HOLD MORE THAN ¼ INCH DEEP OR 5 FEET LONGITUDINALLY, OF WATER,
SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY.
9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER
MOISTURE/DENSITY TESTS HAVE BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A
FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE AND BASE MATERIAL (WHEN
A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE
REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A
HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS.
AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. WITH PNEUMATIC TIRES
INFLATED TO NOT LESS THAT 90 P.S.I.G. “PROOF ROLL” VEHICLES SHALL NOT TRAVEL AT
SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL
WHICH EXHIBITS EXCESSIVE PUMPING OR DEFORMATION, AS DETERMINED BY THE
LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR OTHERWISE MODIFIED
TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL
BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE “PROOF ROLL.” ALL “PROOF ROLLS” SHALL
BE PREFORMED IN THE PRESENCE OF AN INSPECTOR.
STREET IMPROVEMENT NOTES:
CURB & GUTTER
12' 60'
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
VICINITY MAP
NOT TO 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.
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:
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 BEARING 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 BEARING 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:
PROJECT DATUM: NAVD88
BENCHMARK #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.
ELEVATION = 5054.79
BENCHMARK #48-01, APPROXIMATELY 1/2 SOUTH OF HORSETOOTH ROAD, WEST OF COLLEGE AVENUE
AT THE ENTRANCE OF BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR
PARKING LOT, ON A CONCRETE CURB.
ELEVATION = 5036.76
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 EQUATION SHOULD
BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.19'
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.
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.
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
COVER SHEET
TWD 03/15/2017 N/A
JLC 16-018
C-1
A SUBMITTED TO FTC 03/15/2017
B SUBMITTED TO FTC 07/19/2017
C SUBMITTED TO FTC 09/08/2017
EXISTING UTILITIES DISCLAIMER :
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).
SHEET INDEX
Sheet Number Sheet Title
C-1 COVER SHEET
C-2 CONSTRUCTION NOTES
C-3 CONSTRUCTION NOTES
C-4 DEMOLITION PLAN
C-5 GRADING PLAN
C-6 EROSION CONTROL PLAN
C-7 OVERALL UTILITY PLAN
C-8 MASON STREET WIDENING PLAN
C-9.1 MASON STREET CROSS SECTIONS
C-9.2 MASON STREET CROSS SECTIONS
C-10 BUS STOP PLAN
C-11 ROADWAY SIGNAGE & STRIPING PLAN
C-12 FIRE LANE SIGNAGE & STRIPING PLAN
C-13 DETAILS
C-14 DETAILS
C-15 DETAILS
C-16 DETAILS
C-17 DRAINAGE PLAN
FORT COLLINS JEEP
UTILITY PLANS FOR
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