HomeMy WebLinkAboutLOAF N JUG - PDP - PDP180004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS10
10
10
10
10
C L
2.00% 2.0% 2.0% 2.00%
EXISTING PAVEMENT
SECTION (TYP.)
EXISTING BASE
COURSE (TYP.)
11' 11'
TRAVEL
TRAVEL
ROW VARIES (76' MIN)
R.O.W.
R.O.W.
5' 7'
WALK
PARKWAY
7' 5'
PARKWAY
WALK
9'
UTILITY
EASEMENT
9'
UTILITY
EASEMENT
BIKE LANE
BIKE LANE
50' -
8' 8'
EXISTING FRONTAGE ROAD
(FRONTAGE ROAD TO BE RESTRIPED TO THIS CONFIGURATION)
MAJOR COLLECTOR
2.5' VERTICAL
CURB & GUTTER (TYP.)
12'
LEFT TURN /
PAINTED MEDIAN
5' 3' 5'
BIKE LANE BUFFER
3'
BIKE LANE BUFFER
2.0% 2.00%
EXISTING PAVEMENT
SECTION (TYP.)
EXISTING BASE
COURSE (TYP.)
11'
TRAVEL
R.O.W.
7' 5'
PARKWAY
WALK
9'
UTILITY
EASEMENT
BIKE LANE
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_02-NOTES.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
CAC
PJD
03/14/18
OF 10
2
GENERAL AND
CONSTRUCTION NOTES
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
ELECTRIC
TRANSFORMER
ELECTRIC
MANHOLE
SIGN
GAS
SIGN
WRONG WAY
ELECTRIC RISER
CDOT CAMERA POLE
SIGN
STOPLIGHT
SIGN
ARROW
SIGN
DIREC
SIGN
ARROW
TELEPHONE BOX
SIGN
AIRPORT
SIGN
RIGHT LANE MUST TURN RIGHT
SIGN
SPEED LIMIT
WATER VALVE FIRE HYDRANT
TELEPHONE
VAULT
TELEPHONE
VAULT
UE UE UE
UE
UE
UE
UE
UE
UE UE UE
UE UE
UE
UE UE UE
UE
UE UE
UE
UE UE UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE UE
WM
LOT 1
INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION
FILE NO. 12-S3124
OWNER: INTERSTATE LAND HOLDINGS LLC
LOT 2
INTERSTATE LAND HOLDINGS MINOR
LAND DIVISION
FILE NO. 12-S3124
OWNER: INTERSTATE LAND
HOLDINGS LLC
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
WATER VALVE
FIRE HYDRANT
CARPENTER ROAD
(CO-HWY 392)
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
EXIT 262 NW
NW I-25 OFF RAMP
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
60'
50'
77.8'
65.87'
R20'
R40'
69.36'
R30'
R30'
43'
160'
40'
49.09'
5.75'
R50'
R3'
19'
9'
40.17'
12.56'
29.64'
5.21'
57.42'
94.75'
R3'
R15'
18.07'
52.87'
9.33'
22.35'
R2.5'
R3'
R4'
40.56'
3
18
19
25
ELECTRONIC MESSAGE
CENTER - WATCHFIRE
WHITE ON GREEN
GREEN LED ON BLACK
RED LED ON BLACK
WHITE ON BLACK
WHITE ON BLACK
BLACK SIGN POLES
INTERNALLY ILLUMINATED ID
SIGN
GRADE AT ADJACENT
ROADWAY
GRADE AT SIGN BASE
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_08-DETS.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
CAC
PJD
03/14/18
OF 10
5
SITE DETAILS
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
CARPENTER ROAD
(CO-HWY 392)
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
EXIT 262 NW
NW I-25 OFF RAMP
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
STM
STM
STM STM STM
STM STM STM
STM
STM
4875
4875
4880
4885
4890
4895
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4880
4885
4879
4881
4882
4883
4884
4886
4887
4888
4880
4880
4885
78.97 ME
79.42
80.11
80.58
82.28
83.02
85.27
85.44
85.57
85.95 HP
85.90
85.89
85.74
85.96 85.74
85.96
LOT 1
INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION
FILE NO. 12-S3124
OWNER: INTERSTATE LAND HOLDINGS LLC
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
CARPENTER ROAD
(CO-HWY 392)
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
EXIT 262 NW
NW I-25 OFF RAMP
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
UE
UE
STM
STM STM STM STM
STM STM STM
STM
STM
4875
4875
4880
4885
4890
4895
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4880
4885
4879
4881
4882
4883
4884
4886
4887
4888
4880
4880
4885
2.49%
A4
0.34
0.86
0.89
A2
0.69
0.01
0.44
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
CARPENTER ROAD
(CO-HWY 392)
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
EXIT 262 NW
NW I-25 OFF RAMP
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
4875
4875
4880
4885
4890
4895
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4880
4885
4879
4881
4882
4883
4884
4886
4887
4888
4880
4880
4885
4885
4885
4885
83
84
84 84
86
87
88
X
X X X
X
X
X
X
X
X
X
X
X
X
UE
UE
UE UE
UE UE UE UE
UE UE UE UE UE UE UE UE
UE
UE
UE
UE UE UE UE
UE
UE
UE
UE UE UE
UE
UE
UE UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE UE UE UE
UE UE
UE UE
UE
UE UE
UE
UE UE
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
UT UT
UT
UT
UT
UT
UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_13-UTILDETS.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
CAC
PJD
03/14/18
OF 10
10
UTILITY DETAILS
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
COPYRIGHT
1 SPILL CONTAINMENT DETAIL 2 SERVICE MARKER NOT TO SCALE
WATER TIGHT
PLUG OR CAP
SERVICE PIPE
2"x4" MARKER
2"x6" CEDAR OR
REDWOOD BLOCKING
1'-0"
THREE 6" DIA. COILS
MIN.
4'-0"
PAINT EACH MARKER PER
EXTEND 2"x4" MARKER AND
COLOR CODE FOR UTILITY
12 GAUGE GALVANIZED WIRE
(SHALL BE FASTENED TO THE
BOTTOM ONLY OF 2"X4" STAKE)
LOCATES.
WATER BLUE
TELEPHONE ORANGE
GAS YELLOW
RED
UTILITY COLOR
ELECTRIC
SEWER GREEN
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT UT UT
UT
UT
UT
UT
UT UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
CARPENTER ROAD
(CO-HWY 392)
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
EXIT 262 NW
NW I-25 OFF RAMP
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
SS SS
SS
SS SS
SS
SS
SS
SS
SS
SS
W
WM
W
W
W W
W
W W
W
W
W W
UE
UE
STM
STM STM STM STM
STM STM
STM
STM
STM
SS
SS SS SS SS
W
W
W
W
W W
W
1
2
5
5
9
39
11
12
12
13
8
13
14
18
18
19
21
20
22
25
24
26
28
28
30
41
9
16
16
32 25
36
36
29
29
39
16
23
29
29
29
29
31
10
6
9
17
7
24
27
27
27
27
27
27
27
27
27
27
27
27
33
35
35
34
37
38
37
38
37
38 2
11
3
40
15
15
15
18" RCP
18" RCP
4" PVC
18" RCP
4" PVC
6" PVC
9
24" RCP
4
18" RCP
27
43
42
L1
L2
L3
L4
L5
L6
L7
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
LENGTH
337.310
118.860
238.169
161.128
196.620
235.830
103.290
BEARING
S08° 15' 04.00"W
S44° 31' 41.00"W
S83° 40' 35.00"W
N07° 24' 32.00"W
N25° 41' 41.00"E
N58° 47' 55.00"E
S82° 01' 03.00"E
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_12-UTIL.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
CAC
PJD
03/14/18
OF 10
9
OVERALL UTILITY PLAN
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
SCALE: 1"=40'
0 20 40
SCHEDULE LEGEND
PROPERTY BOUNDARY LINE
ADJACENT PROPERTY BOUNDARY LINE
EXISTING TO REMAIN
EASEMENT BOUNDARY LINE
EXISTING TO BE REMOVED
SAWCUT LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED OVERHEAD ELECTRICAL
PROPOSED UNDERGROUND ELECTRICAL
PROPOSED SANITARY SEWER
OHE
UE
UG
W
SS
UT PROPOSED UNDERGROUND TELEPHONE
STM PROPOSED STORM SEWER
FO PROPOSED FIBER OPTIC LINE
EXISTING STORM SEWER
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS METER
EXISTING ELECTRICAL MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL BOX
EXISTING ELECTRICAL METER/RISER
EXISTING WATER METER
EXISTING LIGHT POLE
EXISTING TELEPHONE MANHOLE
EXISTING TELEPHONE RISER
EXISTING IRRIGATION BOX
EM
SECTION LINE
WV
WM
SS
CO
D
Y
H
IR
ECB
TL
E
EVT
GM
RI
E
EXISTING SANITARY SEWER CLEANOUT
EXISTING ELECTRICAL CABINET
EXISTING ELECTRICAL VAULT
EXISTING STORM SEWER INLET
STM
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING OVERHEAD ELECTRICAL
EXISTING UNDERGROUND ELECTRICAL
EXISTING SANITARY SEWER
OHE
UE
UG
W
SS
UT EXISTING UNDERGROUND TELEPHONE
STM PROPOSED STORM SEWER (LESS THAN 12")
FO EXISTING FIBER OPTIC LINE
STM EXISTING STORM SEWER (LESS THAN 12")
PROPOSED 5428 S.F. LOAF N JUG STORE
PROPOSED 35' PYLON SIGN; REF. SITE DETAILS
PROPOSED 5' TYPE R CURB INLET
PROPOSED OUTLET STRUCTURE; REF UTILITY DETAILS
PROPOSED STORM SEWER (SIZE AS NOTED)
EXISTING 24" STORM SEWER TO REMAIN
EXISTING SANITARY SEWER TO REMAIN
PROPOSED GREASE INTERCEPTOR AND SAMPLING MANHOLE
PROPOSED 6" SANITARY SEWER CLEANOUT
PROPOSED 1 1/2" TYPE K COPPER DOMESTIC WATER SERVICE
PROPOSED 1 1/2" WATER METER
EXISTING GATE VALVE TO REMAIN
PROPOSED GAS SERVICE
PROPOSED SITE LIGHT; REF PHOTOMETRIC PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
EXISTING STREET LIGHT TO REMAIN
PROPOSED 6" DIP WATERLINE
EXISTING INLET TO REMAIN
CONNECT TO EXISTING 1 1/2" WATER TAP
EXISTING SANITARY SEWER (FORCE MAIN) TO REMAIN
PROPOSED 6" PVC SANITARY SEWER
EXISTING SANITARY SEWER MANHOLE TO REMAIN
PROPOSED 8" C900 PVC WATER MAIN
EXISTING 8" WATER LINE TO REMAIN
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED GATE VALVE
CONNECT TO EXISTING SANITARY SEWER MANHOLE
PROPOSED UNDERGROUND ELECTRICAL
PROPOSED ELECTRICAL TRANSFORMER
EXISTING PRESSURE REDUCING VALVE TO REMAIN
PROPOSED 150 GALLON SPILL CONTAINMENT; REF UTILITY DETAILS
PROPOSED STORM SEWER INLET
PROPOSED MANHOLE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED SAND FILTER UNDERDRAIN (PRIVATE)
EXISTING UNDERGROUND ELECTRICAL TO REMAIN
EXISTING ELECTRICAL BOX/METER/CABINET/OR VAULT TO REMAIN
EXISTING TELEPHONE VAULT TO REMAIN
EXISTING CONCRETE DRAINAGE PAN
EXISTING RIP RAP
PROPOSED RIP RAP
40 EXISTING TELEPHONE BOX TO REMAIN
41 PROPOSED BUILDING ROOF DRAINS
EXISTING FIRE HYDRANT
PROPOSED AIR COMPRESSOR
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
42 PROPOSED 8' CONCRETE CROSSPAN
43 PROPOSED 8" 90° BEND WITH 8"X6" REDUCER
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 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
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
LOD
LOD
LOD
LOD
LOD
SF
SF
VTC
CWA
SSA
SP
PT
IP
IP
SF
SF
IP
IP
IP
SF
SF
SF
LS
LS
LS
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_11-EROS.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
CAC
PJD
03/14/18
OF 10
8
EROSION CONTROL PLAN
SCALE: 1"=40'
0 20 40
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
EROSION CONTROL LEGEND
X X X SILT FENCE
EXISTING STORM SEWER
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM SEWER (12" AND LARGER)
INLET GRAVEL FILTER
VEHICLE TRACKING CONTROL
CONSTRUCTION ENTRANCE
GRAVEL SOCK INLET PROTECTION
CONCRETE WASHOUT AREA
GRAVEL SOCK IN GUTTER
LIMITS OF DISTURBANCE (~3.6 ACRES)
FLOW ARROW
VTC
SF
IP
GS
SB
CWA
CONTRACTOR STAGING AREA
(APPROXIMATE)
SCL SEDIMENT CONTROL LOG
SSA
PROPOSED LANDSCAPE (SEE LANDSCAPING PLANS)
PT PORTABLE TOILET
SP SITE POSTING (CONTACTS AND PERMITS)
PROPOSED STORM SEWER (LESS THAN 12")
EXISTING CONTOUR
PROPOSED CONTOUR
LS
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
LOD
R1
0.12
0.76
0.84
R2
0.16
0.76
0.84
A1
0.79
0.73
0.83
A3
0.22
0.86
0.89
A5
0.33
0.01
0.44
A6
0.21
0.01
0.44
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_10-DRAN.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
CAC
PJD
03/14/18
OF 12
7
DRAINAGE PLAN
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
SCALE: 1"=40'
0 20 40
SITE LEGEND
ADJACENT PROPERTY BOUNDARY LINE
PROPERTY BOUNDARY LINE
PROPOSED CURB & GUTTER
EXISTING CURB & GUTTER TO REMAIN
PROPOSED INLET
EASEMENT BOUNDARY LINE
STREET LIGHT
EXISTING TO BE REMOVED
GRADING LEGEND
EXISTING STORM SEWER
PROPOSED STORM SEWER
STS
45 PROPOSED CONTOUR
5245 EXISTING CONTOUR
STS
STS PROPOSED STORM SEWER (LESS THAN 12")
DRAINAGE LEGEND
PROPOSED BASIN BOUNDARY LINE
DESIGN POINT
BASIN AREA IN ACRES
100-YEAR RUNOFF COEFFICIENT
BASIN DESIGNATION
A 5-YEAR RUNOFF COEFFICIENT
0.00
0.00
0.00
FLOW ARROW
CITY OF FORT COLLINS DRAINAGE NOTES
1. ALL STREET, SANITARY SEWER, STORM SEWER AND WATER CONSTRUCTION SHALL CONFORM TO CITY STANDARDS
AND SPECIFICATIONS CURRENT AT THE DATE OF EXECUTION OF THE DEVELOPMENT AGREEMENT PERTAINING TO
THIS DEVELOPMENT. ANY CONSTRUCTION OCCURRING THREE YEARS AFTER THE EXECUTION OF THE
DEVELOPMENT AGREEMENT SHALL REQUIRE RE-EXAMINATION OF THE PLANS BY THE DIRECTOR WHO MAY
REQUIRE THAT THEY BE MADE TO CONFORM TO STANDARDS AND SPECIFICATIONS CURRENT AT THAT TIME.
2. THE TYPE, SIZE, LOCATION, AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE
DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL
UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING UNKNOWN UNDERGROUND UTILITIES.
3. THESE PLANS HAVE BEEN REVIEWED BY THE CITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY
THE REVIEWING DEPARTMENT, THE CITY ENGINEER, OR THE CITY FOR ACCURACY OR CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT THE QUANTITIES OF THE 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 CITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE
CONSTRUCTION PHASE.
4. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR MUST GIVE THE CITY ENGINEERING
DEPARTMENT (970-221-6605) AND THE EROSION CONTROL INSPECTOR (970-221-6700) TWENTY-FOUR (24) HOURS
ADVANCE-NOTICE. INITIAL EROSION CONTROL MEASURES MUST BE INSTALLED AND A SITE INSPECTION BY THE EROSION
CONTROL INSPECTOR IS REQUIRED BEFORE COMMENCING CONSTRUCTION ACTIVITIES.
5. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS.
6. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY FOR THIS DEVELOPMENT BY (ENGINEERING
FIRM) MUST BE MET.
7. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY, CERTIFICATION OF THE DRAINAGE FACILITIES BY A COLORADO
REGISTERED PROFESSIONAL ENGINEER MUST BE SUBMITTED TO AND APPROVED BY THE CITY STORMWATER DEPARTMENT.
FOR COMMERCIAL AND MULTI-FAMILY DEVELOPMENTS, CERTIFICATION OF ALL DRAINAGE FACILITIES SHALL BE SUBMITTED TO
THE CITY STORMWATER DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY.
INDIVIDUAL LOT CERTIFICATION, ELEVATION CERTIFICATION, OR FLOODPROOFING CERTIFICATION, AS SPECIFIED IN THE
DEVELOPMENT AGREEMENT, MUST BE SUBMITTED TO THE CITY STORMWATER DEPARTMENT AT LEAST TWO WEEKS PRIOR TO
THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SUCH LOT.
8. IF DEWATERING IS USED TO INSTALL UTILITIES, AND DISCHARGE WILL BE INTO THE STREET, GUTTER, STORM SEWER,
CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE STATE A STATE CONSTRUCTION DEWATERING INDUSTRIAL
WASTEWATER DISCHARGE PERMIT IS REQUIRED.
9. ALL LAND DISTURBING ACTIVITIES GREATER THAN OR EQUAL TO ONE ACRE MUST COMPLY WITH THE STATE OF COLORADO
PERMITTING PROCESS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. FOR MORE
INFORMATION CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL
DIVISION, AT 303-692-3500 OR REFER TO THE WEB SITE AT HTTP://WWW.CDPHE.STATE.CO.US/WQ/PERMITSUNIT/ .
10. BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "C322 RESET 1959"
NAVD 88 ELEVATION: 4989.40
A STANDARD 3 1/2 INCH U.S. CONSTRUCTION AND GEODETIC SURVEY BRASS BENCHMARK DISK SET IN THE TOP OF
A CONCRETE WALL ON THE NORTH SIDE OF SPRING CREEK. LOCATED 47 FEET WEST OF THE CENTERLINE OF
COLLEGE AVENUE (AKA U.S. HIGHWAY 287) AND 3,566 FEET NORTH OF THE CENTERLINE OF DRAKE STREET.
11. IF FILL OR DREDGED MATERIAL IS DISCHARGED INTO WATERS OF THE UNITED STATES, A USACE 404 PERMIT IS REQUIRED.
12. IF CONSTRUCTION AFFECTS ANY COLORADO HIGHWAY, A COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
PERMIT IS REQUIRED.
GENERAL DRAINAGE NOTES
1. NO BUILDING, STRUCTURE, OR FILL WILL BE PLACED IN THE DETENTION AREAS AND
CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF THE
DETENTION AREAS WILL BE MADE WITHOUT THE APPROVAL OF THE CITY ENGINEER.
2. MAINTENANCE AND OPERATION OF THE DETENTION AND WATER QUALITY AREAS IS THE
RESPONSIBILITY OF PROPERTY OWNER. IF OWNER FAILS IN THIS RESPONSIBILITY, THE
CITY HAS THE RIGHT TO ENTER THE PROPERTY, MAINTAIN THE DETENTION AREAS, AND BE
REIMBURSED FOR COSTS INCURRED.
3. DETENTION POND VOLUMES, ALL DRAINAGE APPURTENANCES, AND BASIN BOUNDARIES
SHALL BE VERIFIED. AS-BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED
PROFESSIONAL ENGINEER PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
4. PERMISSION TO REPRODUCE THESE PLANS IS HEREBY GIVEN TO THE CITY OF LITTLETON
FOR CITY PURPOSES ASSOCIATED WITH PLAN REVIEW, APPROVAL, PERMITTING,
INSPECTION AND CONSTRUCTION OF THE WORK.
5. ALL PROPOSED CURB AND GUTTER FOR THE SITE SHALL BE 6" VERTICAL CURB AND
GUTTER W/ A 1' PAN.
VICINITY MAP
NOT TO SCALE
SITE
RUNOFF SUMMARY TABLE
DESIGN
POINT BASIN
AREA
(AC)
PERCENT
IMPERVIOUS
Q5
(CFS)
Q100
(CFS)
1 A1 0.79 86.7 2.27 6.75
2 A2 0.69 2 0.03 3.12
3 A3 0.22 100 0.73 1.99
4 A4 0.34 100 1.16 3.17
5 A5 0.33 2 0.02 1.48
6 A6 0.21 2 0.01 0.93
1 R1 0.12 90 0.37 1.09
1 R2 0.16 90 0.47 1.38
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
OF 10
85.71 85.85
85.82
86.58
86.13 86.08
86.63
86.43
86.68
86.63
86.77
86.69 86.60 86.55
86.49
86.01 85.96
86.10
85.92
85.73
86.36
84.75 84.43
84.29
84.16
83.58
80.08
78.99
78.71
78.55
78.39
79.79
81.00
84.32
87.83
95.00
99.11 ME
99.04
99.11
75.31
4885
4881
4882
4883
4884
4886
4887
2.15%
1.06%
1.26%
1.67%
1.68%
1.94%
1.80%
3.01%
2.65%
2.47%
3.54%
4.03%
3.42%
2.44%
1.23%
1.67%
2.15%
1.17%
1.23%
0.98%
0.80%
2.15%
2.01%
1.84%
2.21%
82.97 LP
83.48
86.50 84.43
86.50
87.07
87.07
FF=4887.12
85.35
86.16
86.38
86.63 86.63
86.95
86.95
87.08
87.08
88.45
88.54
84.86
80.38
79.13
95.61
95.71
84.82
85.25
85.59
85.02
84.53
83.86
85.90
83.48
1.70%
85.00
85.11
83.52
83.46
81.57
81.42
4.55%
1.15%
78.33 LP
INV OUT = 75.2 ±
>
>
>
>
SWALE REGRADE
START
SWALE REGRADE
END
POND BOTTOM = 78.4
(TOP OF SAND FILTER)
SPILLWAY
5' WIDE EM. SPILLWAY
CREST EL.=4882.39
LINED W/ NAG SC-250
TRM OR EQUIVALENT
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_09-GRAD.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
CAC
PJD
03/14/18
OF 10
6
OVERALL GRADING PLAN
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
SCALE: 1"=40'
0 20 40
PROPOSED TOP OF CURB ELEVATION
PROPOSED FLOWLINE ELEVATION
EXISTING STORM SEWER
PROPOSED STORM SEWER (12" AND LARGER)
STM
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
ME MATCH EXISTING
FLOWLINE
HIGH POINT
FL
HP
LP LOW POINT
TC TOP OF CURB
TOG TOP OF GRATE
39
FF FINISHED FLOOR
GRADING LEGEND
39 EXISTING CONTOUR
GB GRADE BREAK
FL INT
PCR POINT OF CURB RETURN
FLOWLINE INTERSECTION
CO CURB OPENING
TOB TOP OF BERM
PC POINT OF CURVE
STM
40.0
40.5
40.0
TOS TOP OF SIDEWALK
C
S SPILL CURB AND GUTTER
CATCH CURB AND GUTTER
40 PROPOSED CONTOUR
40 EXISTING CONTOUR
NOTE: THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATION REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
STM PROPOSED STORM SEWER (LESS THAN 12")
NOTE: SEE LANDSCAPE AND EROSION CONTROL PLANS FOR METHOD OF
REVEGATATION .
PROPOSED SPOT ELEVATION
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
NOT TO SCALE NOT TO SCALE 'PARKING ONLY' SIGN DETAIL NOT TO SCALE 'VAN ACCESSIBLE' SIGN DETAIL NOT TO SCALE HANDICAPPED SYMBOL NOT TO SCALE
6 R3-7R SIGN DETAIL NOT TO SCALE NOT TO SCALE LANE STRIPING DETAILS NOT TO SCALE 2' CROSS PAN DETAIL (PRIVATE) NOT TO SCALE BICYCLE RACK DETAIL NOT TO SCALE
ADA HANDICAP RAMP DETAIL (PRIVATE) NOT TO SCALE
16 CONCRETE SIDEWALK DETAIL(PRIVATE) NOT TO SCALE STOP SIGN DETAIL NOT TO SCALE HANDICAP PARKING SIGN NOT TO SCALE
NOT TO SCALE
COPYRIGHT
1 2 3 4 5
7 8 9 10
11
17 18
19
STREET CURB 3'
22F12-A3PG
2 1/4'' ANCHOR
THE UNIFORM TRAFFIC
TYPICAL AS STATED IN
MANUAL
CONTROL DEVICES
STOP
3''
3''
7' MIN
2' MIN
TWO TL-3806CP
DRIVE RIVETS
30'' x 30'' SIGN (.100 GA) WITH
TWO TL-3806CP DRIVE RIVETS
(SIGN TYPE R1-1)
3"
3"
3'
3"
3"
3'
WHITE
PROVIDE TWO COATS
BLUE BACKGROUND
WITH WHITE SYMBOL
2.
1.
NOTE:
OF PAINT
BLUE
MATERIAL: .060 ALUMINUM - BLUE BACKGROUND WITH
1 1/2" RADIUS CORNERS WHITE 2 MOUNTING HOLES
2 1/4"
WHITE COPY AND BORDER
1/4"
1 1/8"
12"
1/4"
1 1/8"
2 1/4"
8"
NOTE:
WHERE SIGN IS LOCATED IN PLANTER AREA, USE 2" x
2" TUBE STEEL FULL LENGTH AND SET IN CONCRETE
3'-0" MIN. BELOW GRADE.
16" DIAMETER x 36" DEEP CONCRETE FOUNDATION
CADMIUM PLATED BOLTS, NUTS,
BOLT TO STEEL TUBE WITH 1/2"
SYMBOL AND "VAN ACCESSIBLE"
PARKING" WITH IDENTIFICATION
WHERE APPLICABLE.
YELLOW
CENTERED IN FOUNDATION, PAINTED
4" x 6'-0" CONCRETE FILLED STEEL POST
ON GREEN ENAMEL FINISH
U-CHANNEL POST WITH BAKED
2-1/4" x 6'-0" LONG
PAVING
TOW AWAY ZONE
PARKING
RESERVED
AND WASHERS.
SIGN TO READ "RESERVED
SIGN WITH WHITE LETTERS ON
12" x 18" FLAT SCREEN STEEL
PARKING
RESERVED
4" CONCRETE
BRICK TYPICAL
BLUE BACKGROUND TO COMPLY
WITH ADA GUIDELINES.
4'-0" TYPICAL
TOW AWAY ZONE
MATERIAL: .060 ALUMINUM - WHITE BACKGROUND WITH BLUE COPY
AND BORDER - SYMBOL HAS BLUE BACKGROUND, WHITE COPY WITH
BLACK BORDER
1 1/2" RADIUS CORNERS WHITE 2 MOUNTING HOLES
8'-0"
2'-0" 2'-0"
10'-0"
(VARIES) 2'-0"
TYP.
DRIVE CENTERLINE
WHITE STOP BAR TO
DRIVE CENTERLINE
WHITE CROSSWALK BAR
TOTAL NUMBER OF BARS
VARIES
8'-0"
6'-3"
LENGTH VARIES
8'-0"
11.5"
6'-1"
6'-1"
11.5"
9'-6"
5'-1"
3'-2"
THRU ARROW TURN ARROW
CENTER ON DRIVE CENTER ON LANE
WHITE SYMBOLS
CENTER IN LANE
2'' POST - 20F12PG TELESTAR TUBING
SOLID 12 GAUGE (NO PERFORATIONS)
CONCRETE
FOOTING
PAVING
TOP OF
1'-6"Ø
3" 3'-0" 4'-0" 1 1/2"
PROVIDE DOMED
CEMENT WASH CAP
6" DIA. STEEL PIPE
BOLLARD FILLED WITH
CONCRETE
PAINT PIPE (2) COATS
"SIERRA TAN"
PAVEMENT
PROVIDE AT VAN DESIGNATED SPACES ONLY
VARIES SEE PLAN
1/4" PER 1' CROSS SLOPE
EXPANSION JOINTS NOT REQUIRED BETWEEN CURB AND SIDEWALK
LONGITUDINAL JOINTS
REQUIRED IF WIDTH
EXCEEDS 8 FEET
PANEL SHALL BE
AS NEAR SQUARE
AS POSSIBLE
1. CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR SQUARE PANEL AS POSSIBLE, NO SINGLE
PANEL SHALL EXCEED 8' ON ANY SIDE. CONTRACTION JOINTS SHALL BE 3/4" DEEP.
2. EXPANSION JOINTS OF 1/2" MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS:
P.C.S AND P.T.S OF CURVES
GRADE BREAKS
AT DRIVEWAYS
AT OTHER LOCATIONS AS SPECIFIED BY ENGINEER
3. NO SIDEWALK SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE ENGINEER
4. CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO EXISTING CITY AND STATE STANDARD
SPECIFICATIONS.
1:12 SLOPE UP MAX.
ELEVATION
PLAN
6" CURB
RAMP
6'-0" MIN.
0.5' VARIES - 3' MIN. 0.5'
RAMP
(SEE PLAN)
1'-0" 1'-0"
2'-0"
1/2"
6"
CONCRETE
COMPACTED SUBGRADE
GROVED DETECTABLE
WARNING SURFACE
PER A.D.A. 4.29.2
RIGHT LANE
TURN RIGHT
MUST
1 1/2" R
PAVING VARIES
TOOLED EDGE
1/4" RADIUS
NOTES:
SEE NOTE 1
12"
6"
4 1/2" 12"
6"
6"
1 1/2"
LEVEL WITH TOP
FINISHED LANDSCAPING
SIDEWALK OR
OF CURB
GUTTER CROSS SLOPE SHALL BE 1/2 IN./FT. WHEN DRAINING AWAY
FROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CURB.
BASE OF CURB SHALL REST ON COMPACTED FILL.
ALL EXPOSED CONCRETE SHALL HAVE A SACK FINISH.
CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT MAXIMUM INTERVALS
AND AT THE END OF CURB RETURNS - SEE CURB CONTROL JOINT DETAIL.
1.
2.
3.
4.
EXPANSION JOINTS SHALL BE INSTALLED AT 500 FOOT MAXIMUM INTERVALS
AND/OR TO MATCH LOCATION OF EXPANSION JOINTS IN PAVING - SEE
5.
CURB EXPANSION JOINT DETAIL.
FL
1 1/2" R
6"
12"
PAVING VARIES
TOOLED EDGE
1/4" RADIUS
4 1/2"
1 1/2"
12"
6"
6"
FL
SIDEWALK OR
FINISHED LANDSCAPING
LEVEL WITH TOP
OF CURB
SEE NOTE 1
CURB EXPANSION JOINT DETAIL.
AND/OR TO MATCH LOCATION OF EXPANSION JOINTS IN PAVING - SEE
EXPANSION JOINTS SHALL BE INSTALLED AT 500 FOOT MAXIMUM INTERVALS
AND AT THE END OF CURB RETURNS - SEE CURB CONTROL JOINT DETAIL.
CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT MAXIMUM INTERVALS
FROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CURB.
GUTTER CROSS SLOPE SHALL BE 1/2 IN./FT. WHEN DRAINING AWAY
BASE OF CURB SHALL REST ON COMPACTED FILL.
ALL EXPOSED CONCRETE SHALL HAVE A SACK FINISH.
NOTES:
5.
4.
3.
2.
1.
2 3/8"Ø
LEVEL
GROUND
2'-0"
3'-2 3/8" TOTAL LENGTH FOR 5 SPACE RACK
7 3
7 16"
3
16" 9
5
8"
10 1/4" 2'-11 1/4"
BIKE
2
BIKE
3
BIKE
4
BIKE
5
INGROUND ANCHOR
MOUNT
SURFACE FLANGE
MOUNT
CATCH CURB & 1' WIDE GUTTER
PRIVATE
SPILL CURB AND 1' WIDE GUTTER
PRIVATE
CONTRACTION JOINTS
4" FOR
SIDEWALKS
NOTES:
PIPE BOLLARD DETAIL (OTHER
THAN AT FRONT SIDEWALK)
6" OF SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR DENSITY
3" SELECT CRUSHED BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY
1 1/2" R
PAVING VARIES
TOOLED EDGE
1/4" RADIUS
NOTES:
SEE NOTE 1
12"
6"
4 1/2" 24"
6"
6"
1 1/2"
LEVEL WITH TOP
FINISHED LANDSCAPING
SIDEWALK OR
OF CURB
GUTTER CROSS SLOPE SHALL BE 1/2 IN./FT. WHEN DRAINING AWAY
FROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CURB.
BASE OF CURB SHALL REST ON COMPACTED FILL.
ALL EXPOSED CONCRETE SHALL HAVE A SACK FINISH.
CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT MAXIMUM INTERVALS
AND AT THE END OF CURB RETURNS - SEE CURB CONTROL JOINT DETAIL.
1.
2.
3.
4.
EXPANSION JOINTS SHALL BE INSTALLED AT 500 FOOT MAXIMUM INTERVALS
AND/OR TO MATCH LOCATION OF EXPANSION JOINTS IN PAVING - SEE
5.
CURB EXPANSION JOINT DETAIL.
FL
CATCH CURB & 2' WIDE GUTTER
PRIVATE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
20 PYLON SIGN DETAIL 1" = 8'
28
29
32
33
33
33
33
34
38
38
42
42
42 42
42
43
44
41
45
TYP.
45
TYP.
40 TYP.
27
26
26
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
1
11
6
6
6
24
5'
9
27
14 2
1
6 6
21
24
7'
37
33
15
24
37
47
37
37
8
14
22
7
6
12
12
12
13
13
10
10
10
6
35
40 TYP.
2
2
1
23
1
S83° 40' 35.00"W
238.169
S44° 31' 41.00"W
118.860
S08° 15' 04.00"W
337.310
S82° 01' 03.00"E
103.290
N58° 47' 55.00"E
235.830
N25° 41' 41.00"E
196.620
N07° 24' 32.00"W
161.128
36
46 46
46
46
46
46
46
5
46
46
46
46
6
49
52
11
40
40
TYP.
39
39
39
39
39
39
39
39
39
48
50
16
20
1
4
53
3
3
3
3
3
3
4
5
39
5
30
31
12'
54
54
51
51
51
11
11
17
24
24
21
20
20
20 33
20
5'
26
39
39
39
12'
55
55
51
51
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_04-SITE.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
RDG
CAC
03/14/18
OF 10
4
OVERALL SITE &
HORIZONTAL CONTROL
PLAN
PROPERTY BOUNDARY LINE
EXISTING EASEMENT BOUNDARY LINE
SAWCUT LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS METER
EXISTING ELECTRICAL MANHOLE
EXISTING WATER VALVE
EXISTING FENCE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL BOX
LEGEND
X X X X
EXISTING ELECTRICAL METER/RISER
EXISTING WATER METER
EXISTING LIGHT POLE
EXISTING TELEPHONE MANHOLE
EXISTING TELEPHONE RISER
EXISTING IRRIGATION BOX
EM
SECTION LINE
WV
WM
SS
CO
D
Y
H
IR
ECB
TL
E
EVT
GM
RI
E
EXISTING SANITARY SEWER CLEANOUT
EXISTING ELECTRICAL CABINET
EXISTING ELECTRICAL VAULT
EXISTING EXISTING TREE TO REMAIN
EXISTING SIGN
EXISTING STORM SEWER CURB INLET
EXISTING STORM SEWER AERA INLET
PROPOSED FIRE HYDRANT
PROPOSED MANHOLE COVER
PROPOSED INLET
PARKING COUNT
EXISTING EASEMENT BOUNDARY LINE TO BE REMOVED
PROPOSED EASEMENT BOUNDARY LINE
PROPOSED SITE LIGHTING
PROPOSED SIGN
1
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
SCALE: 1"=40'
0 20 40
SCHEDULE
1 EXISTING CURB AND GUTTER TO REMAIN
EXISTING SIDEWALK TO REMAIN
EXISTING SITE LIGHT TO REMAIN
EXISTING CURB CUT TO REMAIN
EXISTING TREE TO REMAIN
EXISTING UTILITY BOX TO REMAIN (SEE UTILITY PLAN FOR TYPE)
PROPOSED SITE SAWCUT
PROPOSED BIKE LANE
EXISTING STORM SEWER INLET
EXISTING FIRE HYDRANT TO REMAIN
EXISTING STREET SIGN TO BE RELOCATED
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
PROPOSED MODIFIED CURB CUT
PROPOSED 5428 SF LOAF 'N' JUG CONVENIENCE STORE; REF. ARCH. PLANS
PROPOSED 6" VERTICAL CURB WITH 2' PAN
PROPOSED FLARED END SECTION; REF UTILITY PLANS
PROPOSED TRANSFORMER; REF. UTILITY PLAN
PROPOSED TRASH ENCLOSURE
PROPOSED FIRE HYDRANT; REF. UTILITY PLAN
PROPOSED 35' PYLON SIGN; REF. SITE DETAILS
PROPOSED 2' CURB OPENING WITH RUNDOWN
PROPOSED CONCRETE SIDEWALK
PROPOSED ADA ACCESSIBLE RAMP WITH DETECTABLE WARNINGS;
PROPOSED 43'-0" x 160'-0" LONG CANOPY (6880 SF); REF. ARCH. PLANS
PROPOSED UTILITY EASEMENT
PROPOSED 6" CONCRETE CURB AND GUTTER WITH 1' PAN; REF. SITE DETAILS
PROPOSED FULL DEPTH ASPHALT PAVING
PROPOSED 9.5'x20' 60-DEGREE "ANGLED" PARKING STALL (TYP.);
PROPOSED ADA PARKING STALL WITH PAINTED ACCESS AISLE AND SIGNAGE
PROPOSED STOP BAR
PROPOSED R1-1 STOP SIGN; REF. SITE DETAILS
PROPOSED BICYCLE RACK; REF. SITE DETAILS
PROPOSED LANDSCAPING; REF. LANDSCAPE PLANS
PROPOSED SITE LIGHT; REF. PHOTOMETRIC PLAN
PROPOSED OUTDOOR SEATING AREA; REF. ARCH. PLANS
PROPOSED CURB INLET; REF. UTILITY PLAN
PROPOSED ROADWAY STRIPING FOR BIKE THROUGH LANE TRANSITION
PROPOSED GREASE INTERCEPTOR
REF. SITE DETAILS
(TYP. 21); REF. SITE DETAILS
PARKING CALCULATIONS:
STANDARD SPACE
SITE DATA TABLE
SITE AREA: 123763 SF
5428 SF
F.A.R.: (CONVENIENCE STORE):
HANDICAP SPACE
TOTAL
LOAF N JUG
23
2
25
LANDSCAPING:
CANOPY: 6880 SF
( 2.84 ACRES)
5428/123763 SF
TOTAL BLDG AREA: 12308 SF
BUILDING AREA:
LOAF N JUG CONVENIENCE STORE:
BICYCLE PARKING: 5
(SEE LANDSCAPE
PLAN FOR DETAILS)
COMPACT SPACE 0
(4.4 % OF SITE)
(5.6 % OF SITE)
(9.9 % OF SITE)
12308 SF
HARDSCAPE (DRIVEWAY, PARKING SIDEWALK, ETC.): 54720 SF
TOTAL SITE COVERAGE 123765 SF
SITE COVERAGE:
BUILDINGS:
LANDSCAPE/OPEN AREA: 56735 SF
(9.9 % OF SITE)
(44.2 % OF SITE)
(45.8 % OF SITE)
(100.00% OF SITE)
ZONING:
GENERAL COMMERCIAL GENERAL COMMERCIAL
EXISTING PROPOSED
MAXIMUM BUILDING HEIGHT: 40'-0"
R.O.W. DEDICATION: 0 SF (0 % OF SITE)
0.044
PROVIDED REQUIRED
4
1
22
21
EXISTING SIGN TO REMAIN
PROPOSED VACUUM STATION
PROPOSED HEAVY DUTY CONCRETE
PROPOSED WALKWAY / PATIO CONCRETE
EXISTING CONCRETE CHANNEL
EXISTING RIP RAP
EXISTING LANDSCAPE WALL
EASEMENT SCHEDULE
1 EXISTING 50' TEMPORARY EASEMENT REC. NO. 88042634
2 EXISTING 30' PERMANENT EASEMENT REC. NO. 88042634
PROPOSED TRAFFIC DIRECTIONAL FLOW ARROW; REF. SITE DETAILS
PROPOSED SOLID WHITE PARKING STRIPING
PROPOSED 9'x19' 90-DEGREE "HEAD-IN" PARKING STALL (TYP.);
46 PROPOSED WHITE ROADWAY STRIPING
47 PROPOSED WATER METER
48 PROPOSED SIDEWALK CHASE
49 EXISTING TREE TO BE REMOVED; REF LANDSCAPE PLAN
50 PROPOSED PUBLIC AIR COMPRESSOR & CONCRETE PAD FURNISHED BY LOAF N JUG
51 PROPOSED TYPE M RIP RAP
PROPOSED CATCH CURB AND GUTTER; REF SITE DETAILS
PROPOSED SPILL CURB AND GUTTER; REF SITE DETAILS
52 PROPOSED SPILL CONTROL STRUCTURE; REF UTILITY PLAN
53 PROPOSED OUTLET STRUCTURE; REF UTILITY PLAN
3 EXISTING 10' UTILITY EASEMENT REC. NO. 20120089414
4
5 PROPOSED 20' UTILITY EASEMENT
EXISTING 30' PERMANENT EASEMENT REC. NO. 20110022910 &
20110045840 & 20110051140 & 20110051141
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
54 PROPOSED R3-7R RIGHT TURN SIGN; REF SITE DETAILS
55 SIGHT DISTANCE TRIANGLE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE UE UE UE
UE UE
UE UE UE UE
UE
UE
UE UE
LOT 1
INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION
FILE NO. 12-S3124
OWNER: INTERSTATE LAND HOLDINGS LLC
LOT 2
INTERSTATE LAND HOLDINGS MINOR
LAND DIVISION
FILE NO. 12-S3124
123,763 sq.ft.
2.841 acres
1
(
1
(
6
(
6
:
BASIS OF BEARINGS
6
:
6
:
1
:
FOUND
REBAR & BLUE
PLASTIC CAP
(ILLEGIBLE)
FOUND
REBAR & BLUE
PLASTIC CAP
PLS 34174
FOUND
REBAR & BLUE
PLASTIC CAP
(ILLEGIBLE)
FOUND
REBAR & BLUE
PLASTIC CAP
(ILLEGIBLE)
FOUND
REBAR & BLUE
PLASTIC CAP
(ILLEGIBLE)
EXIST. SDMH
RIM = 4905.0
INV OUT (N) = 4895.6
" NO BUILDINGS "
"VACANT"
EXIST. FES 24"
INV = 4881.1
STS STS STS STS STS STS
STS
EXIST. FES 24"
INV = 4875.3
EXIST. FES 24"
INV = 4874.7
STS
STS
STS
STS STS
STS
STS STS
STS
OWNER: INTERSTATE LAND HOLDINGS LLC
4880
4880
4880
4885
4885
4885
4890
4890
4895
4895
4900
4900
4905
4910
4915
CO-HWY 392
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
CARPENTER ROAD
EXIT 262 NW
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
(I-25 OFF RAMP)
SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 15, T6N, R68W
C-DOT MONUMENT
FOUND3" ALUMINUM CAP
STAMPED "WC 259.00 TO EAST, LS 34579"
SW FRONTAGE ROAD
(PUBLIC RIGHT OF WAY - WIDTH VARIES)
30' PERMANENT EASEMENT
REC. NO. 88042634
30' PERMANENT EASEMENT
REC. NO. 88042634
PERMANENT EASEMENT
NUMBER: UE-2
REC. NO. 20110022910 & 20110045840 &
20110051140 & 20110051141
50' TEMPORARY EASEMENT
REC. NO. 88042634
10
10
10
12
13
14
15
10' UTILITY EASEMENT
REC. NO. 20120089414
17
50' TEMPORARY EASEMENT
REC. NO. 88042634
10
LANDSCAPE WALL
WITH LANDSCAPED AREA
LANDSCAPE WALL
WITH LANDSCAPED AREA
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# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_03-DEMO.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
CAC
PJD
03/14/18
OF 10
3
EXISTING CONDITIONS AND
DEMOLITION PLAN
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
FOUND MONUMENT (AS DESCRIBED)
UT UT UT UNDERGROUND TELEPHONE/FIBER OPTIC
SET MONUMENT NO. 5 REBAR
WITH ORANGE PLASTIC CAP "PLS 38069"
UNLESS OTHERWISE NOTED
22 EXCEPTION NUMBER
UE UE UE UNDERGROUND ELECTRIC
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
CONTRACTOR TO REFER TO GEOTECHNICAL REPORT (PREPARED BY TETRA TECH, INC.,
REPORT No. XX-X-XXX) FOR PAVING, SUBGRADE AND COMPACTION RECOMMENDATIONS. SEE
GRADING AND PAVING PLANS FOR DETAILED INFORMATION ON FINAL GRADES AND PAVING
CONTRACTOR TO REFER TO THE LANDSCAPE AND IRRIGATION PLANS AND TREE PROTECTION
NOTES FOR LOCATION OF EXISTING TREES, TREE PRESERVATION DETAILS, STORAGE OF
EQUIPMENT UNDER TREES, PRUNING AND EXISTING IRRIGATION.
DEMOLITION NOTES
1. ALL DEMOLITION TO BE IN ACCORDANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS.
2. CONTRACTOR TO VERIFY ALL UTILITY SERVICE LOCATIONS AND EXISTING SITE CONDITIONS PRIOR
TO PROCEEDING. ANY SITE CONDITIONS THAT ARE NOT AS SHOWN MUST BE REPORTED TO THE
COMPANY REPRESENTATIVE PRIOR TO BID.
3. CONTRACTOR TO REMOVE OR RELOCATE EXISTING UTILITIES PER UTILITY COMPANY
REQUIREMENTS.
4. CONTRACTOR TO ERECT BARRIERS, FENCES, GUARDRAILS, ENCLOSURES, ETC. TO PROTECT SITE.
THE PROTECTION PLAN MUST BE REVIEWED BY THE COMPANY REPRESENTATIVE PRIOR TO
PROCEEDING.
5. COMPANY REPRESENTATIVE WILL DETERMINE WHEN CONDITIONS ARE SUITABLE TO COMMENCE
WORK. CONTRACTOR TO VERIFY AREAS TO BE DEMOLISHED ARE UNOCCUPIED AND NOT IN USE.
6. REMOVE ALL STRUCTURES ALONG WITH ALL ELECTRICAL, MECHANICAL AND OTHER
APPURTENANCES.
7. ABANDON BOTTOM SLABS IN PLACE EXCEPT IN THE FOLLOWING INSTANCES:
A. IF ANY POINT OF THE SLAB IS LESS THAN 4' BELOW FINISH GRADE
B. IF THE SLAB INTERFERES WITH CONSTRUCTION OF OTHER FACILITIES.
8. DISPOSE OF AND TRANSPORT DEBRIS TO AREA OBTAINED BY CONTRACTOR. DO NOT STORE OR
BURN MATERIALS ON SITE.
9. REMOVE ALL ASPHALT, TREES, POSTS AND OTHER IMPROVEMENTS UNLESS THE ITEM IS SPECIFIED
TO REMAIN.
10. FILL AND COMPACT BASEMENTS, CESSPOOLS, AND OTHER LARGE EXCAVATED AREAS WITH CLEAN
FILL SUITABLE TO THE COMPANY REPRESENTATIVE AND IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS. GRADE TO MATCH EXISTING OR PROPOSED FINISH GRADE.
11. SEE PROJECT SPECIFICATIONS FOR EXISTING ITEMS TO BE SALVAGED AND OTHER REQUIREMENTS
PERTAINING TO THE SALVAGE THEREOF.
12. REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS COMPLETELY UNLESS OTHERWISE
NOTED OR SPECIFIED.
13. ALL UNDERGROUND STORM SEWER, WATER, AND SANITARY SEWER MAIN LOCATIONS ARE BASED
ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT
THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY.
14. ALL UNDERGROUND GAS AND ELECTRIC UTILITY INFORMATION SHOWN IS BASED ON MAPS
PROVIDED BY UTILITY COMPANY AND ARE TO BE CONSIDERED AS AN APPROXIMATE LOCATION
ONLY BASED ON SAID MAPS.
15. CONTRACTOR TO OBTAIN ALL PERMITS AND LICENSES REQUIRED FOR DEMOLITION OF WORK
SHOWN.
LANDSCAPE AND IRRIGATION NOTE
GEOTECHNICAL NOTE
CONTRACTOR TO REFER TO THE ASBESTOS SURVEY PREPARED BY TETRA TECH, INC.
(REPORT No. xx-x-xxx) FOR THE RETAIL BUILDING BEING DEMOLISHED FOR DETAILS ON
ASBESTOS CONTAINING MATERIALS AND DISPOSAL PARAMETERS.
ENVIRONMENTAL NOTE
SCALE: 1"=40'
0 20 40
PROPERTY BOUNDARY LINE
EXISTING EASEMENT BOUNDARY LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS METER
EXISTING ELECTRICAL MANHOLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL BOX
LEGEND
EXISTING ELECTRICAL METER/RISER
EXISTING WATER METER
EXISTING LIGHT POLE
EXISTING TELEPHONE MANHOLE
EXISTING TELEPHONE RISER
EXISTING IRRIGATION BOX
EM
WV
WM
SS
CO
D
Y
H
IR
ECB
TL
E
EVT
GM
RI
E
EXISTING SANITARY SEWER CLEANOUT
EXISTING ELECTRICAL CABINET
EXISTING ELECTRICAL VAULT
EXISTING EXISTING TREE TO REMAIN
EXISTING SIGN
EXISTING STORM SEWER CURB INLET
EXISTING STORM SEWER AERA INLET
EXISTING EASEMENT BOUNDARY LINE TO BE REMOVED
PROPOSED EASEMENT BOUNDARY LINE
EXISTING ASPHALT PAVEMENT TO BE REMOVED
EASEMENT SCHEDULE
1 EXISTING 50' TEMPORARY EASEMENT REC. NO. 88042634
2 EXISTING 30' PERMANENT EASEMENT REC. NO. 88042634
3 EXISTING 10' UTILITY EASEMENT REC. NO. 20120089414
4 EXISTING 30' PERMANENT EASEMENT REC. NO. 20110022910 &
20110045840 & 20110051140 & 20110051141
EXISTING EXISTING TREE TO BE REMOVED
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
A. GENERAL NOTES
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 City of Fort Collins.
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 City of Fort Collins Engineer. Use of these
plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins 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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the
date of approval of the plans by the City of Fort Collins 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 Developer 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 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.
9. 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 City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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.
11. 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.
12. 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.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm
sewer, channel, irrigation ditch or any waters of the United States.
15. 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.
16. 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).
17. Prior to final inspection and acceptance by the City of Fort Collins, 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 City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting
from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly
maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Final Drainage Report for Loaf N Jug #810 dated March 5, 2018 by Galloway and Company, Inc., 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 the City of Fort Collins
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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper
notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right
not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins 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 Flood Plain 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. (The the City of Fort Collins,
Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by Larimer County.
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 City of Fort Collins 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 Larimer County's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins 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:
BENCHMARK: NATIONAL GEODETIC SURVEY BENCHMARK "C322 RESET 1959"
NAVD 88 ELEVATION: 4989.40
A STANDARD 3 1/2 INCH U.S. CONSTRUCTION AND GEODETIC SURVEY BRASS BENCHMARK DISK SET IN THE TOP OF A CONCRETE WALL ON THE NORTH SIDE OF
SPRING CREEK. LOCATED 47 FEET WEST OF THE CENTERLINE OF COLLEGE AVENUE (AKA U.S. HIGHWAY 287) AND 3,566 FEET NORTH OF THE CENTERLINE OF
DRAKE STREET.
41. All stationing is based on centerline 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins 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 Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for
the following private streets:
Approved Variances are listed as follows:
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL 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 City/County.
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 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 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 City/County 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. 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.
B. STREET IMPROVEMENT 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 City of Fort Collins 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 City of Fort Collins Engineer in Fort Collins.
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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold
more than 1/4 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a
smooth, non-yielding surface. The City of Fort Collins 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.
C. 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 the City of Fort Collins 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic
Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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.
D. STORM DRAINAGE NOTE
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 Report for Loaf N Jug #810 dated March 5, 2018 by Galloway and Company, 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.
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
8'
EXISTING FRONTAGE ROAD W/ RIGHT
TURN LANE
(FRONTAGE ROAD TO BE RESTRIPED / SLIGHTLY WIDENED TO THIS
CONFIGURATION)
MAJOR COLLECTOR
12'
3' 5'
BIKE LANE BUFFER
RIGHT TURN
LANE
# Date Issue / Description
STAMP
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
Planning. Architecture. Engineering.
O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Init.
Date:
Drawn By:
Project No:
Checked By:
H:\Loaf N Jug\CO, Fort Collins - LNJ000810 - I-25 & Hwy 392\CADD\2 Plan\LNJ810_P_01-COVR.dwg - Cayla Cappello - 2015-04-16
LOAF N JUG #810
UTILITY PLANS
NWC OF I-25 AND HIGHWAY 392
FORT COLLINS, COLORADO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
LNJ000810
UTILITY PLANS FOR
LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND DIVISION FILE NO. 12-S3124
IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH
PRINCIPAL MERIDIAN COUNTY OF LARIMER, STATE OF COLORADO
MARCH 2018
LOAF N JUG #810
442 Keeler Parkway
Pueblo, Colorado 81001
719-948-3071
1 03/28/18 1ST PLANNING SUBMITTAL
LANDSCAPE ARCHITECT
SURVEYOR
ARCHITECT
DEVELOPER/APPLICANT
GEOTECHNICAL ENGINEER
GALLOWAY & COMPANY, INC.
3760 E. 15th STREET, SUITE 202
LOVELAND, COLORADO 80538
TEL: (970) 800-3300
FAX: (303) 770-3636
ATTN: LYLE BISSEGGER
LOAF N JUG
442 KEELER PARKWAY
PUEBLO, CO 81001
TEL: (719) 948-3071
ATTN: KAMAL BARGOTI
EMAIL: KAMAL.BARGOTI@LOAFNJUG.COM
GALLOWAY & COMPANY, INC.
6162 S. WILLOW DRIVE, SUITE 320
GREENWOOD VILLAGE, COLORADO 80111
TEL: (303) 770-8884
FAX: (303) 770-3636
ATTN: PHIL DALRYMPLE, PE
GALLOWAY & COMPANY, INC.
6162 S. WILLOW DRIVE, SUITE 320
GREENWOOD VILLAGE, COLORADO 80111
TEL: (303) 770-8884
FAX: (303) 770-3636
ATTN: KERRI LILJEGREN, RLA, LEED AP
CIVIL ENGINEER/ENTITLEMENT CONSULTANT
GALLOWAY & COMPANY, INC
6162 S. WILLOW DRIVE, SUITE 320
GREENWOOD VILLAGE, COLORADO 80111
TEL: (303) 770-8884
FAX: (303) 770-3636
ATTN: MIKE CHILDERS, AIA
CARPENTER ROAD
I-25 OFF RAMP
LEGAL DESCRIPTION
LOT 2, INTERSTATE HOLDINGS MINOR LAND DIVISION FILING NO. 12-S3124, COUNTY OF LARIMER,
STATE OF COLORADO.
BASIS OF BEARING
BEARINGS ARE BASED ON EAST LINE OF LOT 2, INTERSTATE LAND HOLDINGS MINOR LAND
DIVISION FILE NO. 12-S3124, MONUMENTED ON THE NORTH END BY A BLUE PLASTIC CAP
(ILLEGIBLE) AND SOUTH END BY A REBAR WITH A BLUE PLASTIC CAP STAMPED "PLS 34174", AND IS
CONSIDERED TO BEAR, S08°15'04"W.
BENCHMARK
ELEVATIONS FOR THE SITE WERE BASED ON THE NATIONAL GEODETIC SURVEY (NGS) MONUMENT
'PEPEK', PID "AE3938", WHICH HAS AN ELEVATION OF 4927 FEET (NAVD 88) .
THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF TIMNATH, 3.2 MI (5.1 KM)
WEST OF WINDSOR AND 1 MI (1.6 KM) WEST OF THE LARIMER-WELD COUNTY LINE, IN THE
SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 68 W, AT STATE HIGHWAY 392 MILEPOST 1.4.
OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION
FROM THE INTERSECTION OF STATE HIGHWAY 392 AND STATE HIGHWAY 257 IN WINDSOR, GO
WEST ON STATE HIGHWAY 392 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF LARIMER COUNTY
ROAD 3 AND THE STATION IN THE NORTHWEST CORNER OF THE INTERSECTION ON TOP OF A
SMALL HILL. TO DRIVE TO THE STATION FROM THE INTERSECTION, GO NORTH ON COUNTY ROAD
3 FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A SUBDIVISION. TURN LEFT, WEST, FOR ABOUT 30 M
(98.4 FT) TO AN INTERSECTION. TURN LEFT, SOUTH, FOR ABOUT 30 M (98.4 FT) TO THE FIRST
PLACE ON THE LEFT TO DRIVE UP TO THE TOP OF A SMALL HILL AND THE STATION THE MARK IS A
STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE
POST PROJECTING 5 CM ABOVE THE GROUND. IT IS 67.5 M (221.5 FT) WEST FROM THE CENTER
LINE OF LARIMER COUNTY ROAD 3, 46.7 M (153.2 FT) NORTHWEST FROM THE CENTER LINE OF
STATE HIGHWAY 392, 3.4 M (11.2 FT) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE
PEDISTAL, 2.55 M (8.37 FT) SOUTHEAST FROM A PROPERTY CORNER LS NUMBER 22564, 0.7 M (2.3
FT) NORTHEAST FROM A WITNESS POST AND 0.7 M (2.3 FT) SOUTHWEST FROM A WITNESS POST.
UTILITY CONTACT LIST: *
UTILITY COMPANY
* ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD
SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE,
WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEEER PRIOR TO CONSTRUCTION.
PHONE NUMBER
GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
ELECTRIC CITY OF FORT COLLINS LIGHT & POWER DOUG MARTINE (970) 224-6152
CABLE XFINITY DON KAPPERMAN (970) 567-0425
TELECOM CENTURYLINK WILLIAM JOHNSON (970) 377-6401
WATER FORT COLLINS LOVELAND WATER DISTRICT TERRY FARRILL (970) 226-3104
WASTEWATER SOUTH FORT COLLINS SANITATION DISTRICT TERRY FARRILL (970) 226-3104
STORMWATER CITY OF FORT COLLINS HEATHER MCDOWELL (970) 224-6065
PROJECT TEAM
TRAFFIC ENGINEER
DELICH ASSOCIATES
2272 GLEN HAVEN DRIVE
LOVELAND, CO 80538
TEL: (970) 669-2061
ATTN: MICHAEL DELICH
CONTACT
SW FRONTAGE RD
SITE
CAC
PJD
03/14/18
OF 10
1
COVER SHEET
VICINITY MAP
NOT TO SCALE
SITE MAP
SCALE: 1"=200'
SITE
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED
BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED
AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS
OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING
UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE
METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO
CONSTRUCTION.
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT
COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 FOR
ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR
ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION
PHASE.
INDEMNIFICATION 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.
CERTIFICATION STATEMENT
CITY ENGINEER DATE
DATE
DATE
DATE
DATE
STORMWATER UTILITY
PARKS & RECREATION
TRAFFIC ENGINEER
DATE
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
WATER & WASTEWATER UTILITY
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
ENVIRONMENTAL PLANNER
SHEET LIST
SHEET NO. TITLE
1 COVER SHEET
2 GENERAL AND CONSTRUCTION NOTES
3 EXISTING CONDITIONS AND DEMOLITION PLAN
4 OVERALL SITE & HORIZONTAL CONTROL PLAN
5 SITE DETAILS
6 OVERALL GRADING PLAN
7 DRAINAGE PLAN
8 EROSION CONTROL PLAN
9 OVERALL UTILITY PLAN
10 UTILITY DETAILS
TERRACON CONSULTANTS, INC
1901 SHARP POINT DR.
FORT COLLINS, CO 80525
TEL: (970) 484-0359
SOIL PREPARATION AND PAVEMENT DESIGN NOTE
SOIL PREPARATION AND PAVEMENT DESIGN SHALL BE PER RECOMMENDATIONS FROM A
GEOTECHNICAL REPORT PREPARED FOR THIS SITE AS FOLLOWS:
GEOTECHNICAL ENGINEER: TERRACON
PROJECT NO: 20475104 - MARCH 13,2018
THE CONTRACTOR MUST FULLY REVIEW THIS REPORT PRIOR TO CONSTRUCTION.
INFORMATION IN THE GEOTECHNICAL REPORT SUPERSEDES ANY CONFLICTING
INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND SPECIFICATIONS. REFER TO
GENERAL STRUCTURAL NOTES FOR SPECIFIC SOIL PREPARATION AT SITE STRUCTURES.
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT