HomeMy WebLinkAboutSTODGY BREWING - PDP190012 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSVINE DR
LAPORTE AVE
MULBERRY ST
SHIELDS ST
TAFT HILL RD
PROJECT
LOCATION
NCL
NCL
NCL
RL
RL
LMN
LMN
LMN LMN
LMN
CL
LMN
LMN
POL
CL
T
RL
LMN
LMN
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING
CARPORT
EXISTING DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
ACCESS ESMT
EXISTING WATER MAIN
LAPORTE AVE
FREY AVE
60' R.O.W.
EXISTING DRIVE
EXISTING ACCESS
EXISTING BRIDGE
EXISTING ELECTRIC
EXISTING EDGE OF PAVEMENT
EXISTING
CONCRETE
EXISTING DECK
EXISTING ACCESS
EXISTING PAVEMENT
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
EXISTING CONCRETE PAD
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
5055
5053
5054
5056
5057
5055
5054
5051
5052
5053
5054
5050
5051
5052
5053
5055
5055
5055
5051
5052
5053
5054
5056
5056
X
X
X
EXISTING
DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
LAPORTE AVE (ARTERIAL)
FREY AVE
EXISTING BRIDGE
EXISTING
CONCRETE
EXISTING DECK
EXISTING PAVEMENT
R20'
R20'
ACCESS ESMT
RAMP
EXISTING ELECTRIC
CURB RAMP (BOTH SIDES)
R20'
R20'
PROPOSED FENCE
(MATCH EXISTING)
PROPOSED LIGHT POLE (TYP)
PROPOSED WALL
MOUNTED LIGHT (TYP)
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 16, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
GRADING DETAILS
GR-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
GRADING DETAILS
FT COLLINS, CO
SHEET 4 OF 9
X
X
X
EXISTING
DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
EXISTING WATER MAIN
LAPORTE AVE
FREY AVE
EXISTING BRIDGE
EXISTING
CONCRETE
EXISTING DECK
EXISTING PAVEMENT
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS
SS
SS SS SS
E E
E E
E
EXISTING
8" SS MAIN
ACCESS ESMT
RAMP
EXISTING ELECTRIC
EXISTING COMMUNICATIONS
TO BE RELOCATED (VERIFY)
CLEANOUT
INV 5044.54
EXISTING SSMH
CURB RAMP (BOTH SIDES)
60' R.O.W.
12' ADDITIONAL R.O.W.
15' UTIL
ESMT
6' WALK
87 LF 4" PVC @ 2.0%
45 LF 4" PVC @ 2.0%
PROPOSED C&G
25'
50'
PARKWAY (WIDTH VARIES)
EXISTING WATER CURB STOP
EXISTING WATER SERVICE
(TO BE ABANDONED) EXISTING GAS SERVICE
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 19, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
UTILITY DETAILS
UT-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
UTILITY DETAILS
FT COLLINS, CO
NOTE:
5055
5053
5054
5056
5057
5055
5054
5051
5052
5053
5054
5050
5051
5052
5053
5055
5055
5055
5051
5052
5053
5054
5056
5056
X
X
X
EXISTING
DECK
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
LARIMER COUNTY CANAL NO. 2
LAPORTE AVE (ARTERIAL)
FREY AVE
EXISTING BRIDGE
EXISTING
CONCRETE
EXISTING DECK
EXISTING PAVEMENT
R20'
R20'
ACCESS ESMT
RAMP
EXISTING ELECTRIC
CURB RAMP (BOTH SIDES)
R20'
R20'
PROPOSED FENCE
(MATCH EXISTING)
PROPOSED LIGHT POLE (TYP)
PROPOSED WALL
MOUNTED LIGHT (TYP)
1760 WEST LAPORTE AVE LLC
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
X
PROPERTY BOUNDARY
LAPORTE AVE (ARTERIAL)
FREY AVE
60' R.O.W.
EXISTING BRIDGE
EXISTING PAVEMENT
12' ADDITIONAL R.O.W.
15' UTIL
ESMT
6' WALK
24'
PROPOSED C&G
FULL DEPTH ASPHALT
0+00
1+00
2+00 3+00
4+00 4+50
BEGIN CURB & GUTTER
STA. 0+50.00 (25.00', L)
BEGIN CURB RETURN
STA. 1+05.02 (25.00', L)
1760 WEST LAPORTE AVE LLC
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
KOPITZKE ROBERT W
24'
ACCESS ESMT
EXISTING ELEC
EXISTING COMM (PROTECT IN PLACE) (PROTECT IN PLACE)
EXISTING COMM
(RELOCATED BY OTHERS)
MODIFIED CURB RAMP
CURB RAMP (ATTACHED SIDEWALK)
ROAD CL ALIGNMENT
END CURB RETURN
STA. 1+69.02 (25.00', L)
CL 24' WIDE DRIVEWAY
STA. 1+37.02 (25.00', L)
CL 24' WIDE DRIVEWAY
STA. 3+23.01 (24.93', L)
BEGIN CURB RETURN
STA. 2+91.00 (25.00', L)
END CURB RETURN
STA. 3+55.01 (24.86', L)
SAWCUT LINE
LARIMER COUNTY
CANAL NO. 2
R20'
R20'
R20'
R20'
CURB RAMP
BEGIN ASPHALT TAPER
STA. 0+10.06 (18.27', L)
EXISTING FL
EXISTING EDGE
STODGY BREWING CO., LLC
ROAD DETAILS
RD-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 19, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
ROAD DETAILS
FT COLLINS, CO
SHEET 9 OF 9
OF PAVEMENT
701
RD-2
707.1
RD-2
707.1
RD-2
1602
RD-2
1603
RD-2
VERT. SCALE: 1" = 5'
5040
5045
5050
5055
5060
5040
5045
5050
5055
5060
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
-1.15% -1.12%
-1.00%
-0.50%
-0.50%
-1.63%
-1.15%
STA: 0+50.00
EL=5053.72
STA: 1+00.00
EL=5053.15
STA: 1+50.00
EL=5052.58
STA: 2+00.00
EL=5052.02
STA: 2+50.00
EL=5051.52
STA: 3+00.00
EL=5051.27
STA: 3+33.64
EL=5051.10
STA: 4+00.00
EL=5050.02
PROFILE GRADE (PG)
EXISTING GROUND SURFACE
VARIES
17' 25' 25' & VARIES
6' WALK
2'
12' ADDITIONAL R.O.W. 60' R.O.W.
EXISTING EOP
CL ROAD
VARIES
VARIES
FULL DEPTH ASPHALT
3" GRADE S
7" GRADE SG
4:1
TYPICAL ROAD CROSS SECTION
NTS
2%
2%
PROFILE GRADE (PG)
EXISTING GROUND SURFACE
EXISTING CURB & GUTTER (WHERE SHOWN)
FLOWLINE (FL)
PROPOSED CURB & GUTTER
PREPARED SUBBASE
PREPARED SUBGRADE PREPARED SUBGRADE
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 19, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
STODGY BREWING CO., LLC
LAPORTE AVE PLAN & PROFILE
RD-1
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
LAPORTE AVE PLAN & PROFILE
FT COLLINS, CO
0 20
SCALE: 1" =20'
PLAN VIEW
PROFILE VIEW 0
0
20' H
5' V
NOTE
1. SEE SHEET RD-2 FOR TYPICAL DETAILS.
SHEET 8 OF 9
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
BUILDING A (EXISTING)
BUILDING B (EXISTING)
CONCRETE PATH
LOW SCREEN WALL
LOW SCREEN WALL
LOW SCREEN WALL
5055
5052
5053
5054
5056
5050
5051
5052
5053
2.0%
2.0%
2.2%
2.1%
RETAINING WALL
( H = 2' - 0.5')
60' R.O.W.
12' ADDITIONAL R.O.W.
15' UTIL ESMT &
BLDG SETBACK
6' WALK
24'
PROPOSED C&G
25'
50'
24'
7.7%
4.4%
4.2%
3.7%
7.7%
5.6%
25.3%
10.4%
5056
EXISTING VEGETATION
EXISTING VEGETATION
TRUE GRID PERMEABLE PAVERS
STODGY BREWING CO., LLC
DRAINAGE PLAN
DR-2
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
DRAINAGE PLAN
FT COLLINS, CO
0 20
SCALE: 1" =20'
SHEET 7 OF 9
PLAN VIEW
4.0%
EXISTING GROUND SURFACE
CONTOUR AND ELEVATION, FT
PROPOSED GROUND SURFACE
CONTOUR AND ELEVATION, FT
FLOW DIRECTION AND SLOPE
5296
LEGEND
5296
1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA.
NOTE
VALVE BOX MAY BE OMMITED FOR ONSITE CONSTRUCTION.
INVERT SEE UTILITY PLAN
SHEET 6 OF 9
ROBINSON MARILYN K/DONALD G
BHASKAR ADITI S CASS GAIL D OWENS ANDRE MATTHEW FREDERICK NANCY
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
BUILDING A (EXISTING)
BUILDING B (EXISTING)
EXISTING TREE
EXISTING TREE
1
UT-1
UTILITY CROSSING
92 LF 4" PVC @ 2.0%
EXISTING WATER MAIN
CLEANOUT
INV OUT 5045.44
5'
CLEANOUT
INV 5044.54
WW-15
WW-15 UT-2
UT-2
WW-15
UT-2
PROPOSED
TRANSFORMER
SAWCUT LIMITS
3 PHASE ELEC
SS
SS
SS SS
SS
SS
SS
EXISTING SSMH
RIM 5051.1
INV 5041.5 (N)
INV 5042.0 (S)
2'
EXISTING 8" SS MAIN
SAWCUT LINE
CONCRETE PAN
FLOWLINE
CLEANOUT
INV 5042.70
CONNECT TO EXISTING
SS MAIN INV IN 5042.65
CONNECT TO EXISTING
SSMH INV IN 5042.80
SAWCUT LINE
3 LF 4" PVC @ 2.0%
WW-15
UT-2
WW-9
UT-2
EXISTING SS MAIN STUB
(VERIFY LOCATION)
STODGY BREWING CO., LLC
UTILITY PLAN
UT-1
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
UTILITY PLAN
FT COLLINS, CO
0 20
SCALE: 1" =20'
SHEET 5 OF 9
SS
PROPERTY BOUNDARY
RIGHT-OF-WAY
PROPOSED SS SERVICE
EXISTING EASEMENT
LEGEND
OVERALL LAYOUT
1
UT-1
SANITARY SERVICE TO MAIN CONNECTION
SCALE: 1" = 5'
NOTE
1. SEE SHEET UT-2 FOR TYPICAL DETAILS.
E E PROPOSED ELECTRIC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
SALUD HEALTH CENTER LLC
(TRANSITION)
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - TRANSITION
ZONE -NEIGHBORHOOD CONSERVATION - LOW DENSITY
ZONE - COMMERCIAL LIMITED
KOPITZKE ROBERT W
BUILDING A (EXISTING)
BUILDING B (EXISTING)
CONCRETE PATH
LOW SCREEN WALL
LOW SCREEN WALL
LOW SCREEN WALL
5055
5052
5053
5054
5056
5050
5051
5052
5053
2.0%
2.0%
2.2%
2.1%
RETAINING WALL
( H = 2' - 0.5')
60' R.O.W.
12' ADDITIONAL R.O.W.
15' UTIL ESMT &
BLDG SETBACK
6' WALK
24'
PROPOSED C&G
25'
50'
24'
7.7%
4.4%
4.2%
3.7%
7.7%
5.6%
25.3%
10.4%
5056
SF
SF
SF
SF
SF
EXISTING VEGETATION
EXISTING VEGETATION
TRUE GRID PERMEABLE PAVERS
STODGY BREWING CO., LLC
GRADING & EROSION CONTROL PLAN
GR-1
--/--/--
--/--/--
--/--/--
--/--/--
--/--/--
DESC.
DESC.
DESC.
DESC.
DESC.
N
A B C D E F G H
A B C D E F G H
1
2
3
4
5
1
2
3
4
5
3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
REVISIONS:
R1
R2
R3
R4
R5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
APPROVAL
ONLY!
FOR
GRADING & EROSION CONTROL PLAN
FT COLLINS, CO
0 20
SCALE: 1" =20'
SHEET 3 OF 9
PLAN VIEW
4.0%
EXISTING GROUND SURFACE
CONTOUR AND ELEVATION, FT
PROPOSED GROUND SURFACE
CONTOUR AND ELEVATION, FT
SILT FENCE
ROCK SOCK
CONCRETE WASHOUT AREA
VEHICLE TRACKING CONTROL
FLOW DIRECTION AND SLOPE
5296
LEGEND
5296
SF
RS
CWA
VTC
VTC
CWA
RS
GRADING AND EROSION CONTROL NOTES
1. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS ON THE ACCEPTED PLANS.
2. 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 THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING.
3. 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 TWENTY-FOUR (24) HOURS BY AN
APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS
APPROVED BY THE CITY.
4. 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.
5. AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND
CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED TO MINIMIZE
WIND-BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL
EROSION CONTROL FACILITIES SHOWN HEREIN.
6. 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 TIME.
7. 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 BEST MANAGEMENT
PRACTICES (BMP) 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 CITY.
8. 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 TO ENSURE THE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION.
b. REMAIN IN PLACE UNTIL ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS
DETERMINED BY THE CITY OR THEIR DESIGNATED REPRESENTATIVE.
c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE CITY OR THEIR
DESIGNATED REPRESENTATIVE.
10. 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.
11. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED
ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND
WALKWAYS ARE CLEANED AT THE END OF EACH WORK DAY.
12. 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.
13. 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.
14. 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 ALWAYS TAKE WHATEVER
MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE
SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
15. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL
BE CONSTRUCTED 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.
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.
17. ALL DISTURBED AREAS, NOT IN A ROADWAY, SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE USING
THE APPLICABLE SEED MIXTURE SPECIFIED ON THE PLANS.
1. NO 100 -YR FLOODPLAIN MAPPED IN THIS AREA.
NOTE
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3050 67th Avenue, Suite 200, Greeley, CO 80634
(970) 535-9318 ▪ fax: (970) 535-9854
SHEET:
DATE LAST SAVED: August 20, 2019
DATE: August 20, 2019 DRAWN BY: AGPRO
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COVER SHEET
FT COLLINS, CO
SHEET INDEX
SHEET NO. SHEET TITLE
G-1 COVER SHEET
E-1 EXISTING CONDITIONS & DEMOLITION PLAN
GR-1 GRADING & EROSION CONTROL PLAN
GR-2 GRADING DETAILS
UT-1 UTILITY PLAN
UT-2 UTILITY DETAILS
DR-2 DRAINAGE PLAN
RD-1 LAPORTE AVE PLAN & PROFILE
RD-2 ROAD DETAILS
VICINITY MAP
SCALE: 1" = 1000'
PROJECT LOCATION:
1800-1804 LAPORTE AVENUE,
FORT COLLINS, CO 80521
PROPERTY OWNER:
STODGY BREWING CO., LLC
1205 COLUMBINE COURT, FORT
COLLINS, CO 80521
PH.# 714-348-2007
PLANNER / ENGINEER / PREPARED BY:
AGPROFESSIONALS
CHAD TeVELDE, PE
3050 67TH AVE
GREELEY, CO 80634
PH. # 970-535-9318
Fax. # 970-535-9854
SURVEYOR:
AGPROFESSIONALS
3050 67TH AVE, SUITE 200
GREELEY, CO 80634
PH. # 970-535-9318
PROJECT NUMBER:
AGPRO PROJECT # 2769-02
PROJECT INFORMATION
STODGY BREWING CO., LLC
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BEING A PART OF THE SE 1/4 OF THE NW 1/4
SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF THE 6TH P.M., LARIMER COUNTY, COLORADO
UTILITY PLANS
FOR
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL
ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF
ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUE FOR 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.
IDEMNITY STATEMENT
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER
MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT
COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND
THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND
RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
____________________________________________________________
ENGINEER STATEMENT
PROJECT BENCHMARK
Standard Grading and Erosion and Sediment Control Construction Plan Notes
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.
Street Improvements Notes
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.
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.
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).
2. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and implemented.
3. 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.
Waterline Note
1. 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.
TO BE COMPLETED.
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