HomeMy WebLinkAboutKING SOOPERS #146, MIDTOWN GARDENS MARKETPLACE (FORMERLY KMART REDEVELOPMENT ) - PDP - PDP160043 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_01-Covr.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
UTILITY PLANS FOR
LOTS 1, 2, AND 4, OF K-MART PLAZA, AND ALL OF LOT 2 OF THE EXTENSION OF K-MART PLAZA,
SITUATED IN THE SE 1/4 OF SECTION 23, T. 7 N., R. 69 W., OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DECEMBER 2016
MIDTOWN GARDENS MARKETPLACE
SITE
VICINITY MAP
NOT TO SCALE
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: RON RENNKE
KUMAR & ASSOCIATES
2390 S. LIPAN ST.
DENVER, COLORADO 80223
TEL: (303) 742-9700
FAX: (303) 742-9666
KING SOOPERS INC.
65 TEJON STREET
DENVER, CO 80223
TEL: (303) 778-3150
CONTACT: KEVIN McKENZIE
GALLOWAY & COMPANY, INC.
6162 S. WILLOW DRIVE, SUITE 320
GREENWOOD VILLAGE, COLORADO 80111
TEL: (303) 770-8884
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_02-Notes.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
GENERAL AND
CONSTRUCTION NOTES
2
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.
LOT 1
487,410 SF (11.189 AC)
W W
W W W W W W W W W W W W W W
W W W W W W W W W W W W W
W W
W W W W W
W W W W W
W W
C
O
CO
E
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
SS SS
SS SS SS SS SS
SS S
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
LOT 1
487,410 SF (11.189 AC)
C
O
CO
E
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
E
IR
IR
IR
EVT
ECB
GM
E
E
E
E
TL
TL
TV
RI
SS
SD SD
E
ECB
EM E
TL
SS
GM
IR
TL
EXISTING BUILDING
TO REMAIN
ONE STORY BUILDING
ONE STORY BUILDING
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
N1°13'28"E 64.73'
S89°28'09"E 657.55'
L11
ǻ=22°01'36"
R=30.00'
L=11.53'
CB=S11°28'34"W
C=11.46
S0°21'19"W 140.00'
S0°49'49"W 66.21'
S2°41'09"W 146.80'
S0°14'46"W
18.91'
S2°20'50"W 192.27'
C1
S19°21'41"E 15.80'
C2
N89°27'51"W 146.92'
S0°22'28"W 160.00'
N89°27'52"W 227.71'
L12
C3
N89°20'48"W 60.46'
C4
L13
C5
N89°27'52"W
66.64'
N1°41'18"E 29.21'
N88°54'47"W 7.28'
N1°22'06"E 173.39'
N88°39'54"W 19.64'
N1°13'28"E 34.87'
C6
N27°53'31"W 41.25'
N1°22'03"E 424.81'
S89°37'41"E 2.03'
LOT 1
487,410 SF (11.189 AC)
C
O
CO
E
UT
UT
UT
UT
X
X
X
DRAKE ROAD
100' RIGHT OF WAY
29.8'
R10' R2.5'
12.7' 9.4'
10.2'
14' 12' 13.6'
39.5'
66.8' 10'
R5' R10'
PROPOSED SIDEWALK;
REFERENCE SITE
DETAILS, SHEET 8
PROPOSED CURB AND
GUTTER; REFERENCE
SITE DETAILS, SHEET 8 PROPOSED WHITE TRAFFIC
SYMBOLS; REFERENCE
SITE DETAILS, SHEET 8
PROPOSED 2' SOLID WHITE
STROP BAR; REFERENCE SITE
DETAILS, SHEET 8
EXISTING CURB, GUTTER AND
SIDEWALK; REFERENCE SITE
DETAILS, SHEET 8
EXISTING CONCRETE
PAN TO REMAIN
EXISTING CONCRETE
PAN TO REMAIN
61.7' 50' 62.8'
5.7' 7.5' 10'
PROPOSED
BUS PULL OUT
6.5'
11.7' 8.3'
5.6'
N:444470.76
E:116877.07
ELEV: 5026.42
N:444470.69
E:116882.66
ELEV: 5026.30
N:444468.88
E:117057.24
ELEV: 5023.37
N:444468.80
E:117063.68
ELEV: 5023.34
4" SOLID WHITE
LANE LINE
4" DOUBLE
YELLOW LANE LINE
SAWCUT LINE
A A
N:445036.40
E:117462.83
ELEV: 5017.60
N:445119.50
E:117463.94
ELEV: 5017.28
N:445038.77
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
LOT 1
487,410 SF (11.189 AC)
UT
UT
UT
UT
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
G
G
G
UT
UT
UT
E
LOT 1
K-MART PLAZA
LOT 2
EXTENTION OF K-MART
PLAZA
LOT 4
K-MART PLAZA
LOT 2
K-MART PLAZA
E
E
E
E
E
EXISTING BUILDING
TO REMAIN
ONE STORY BUILDING
ONE STORY BUILDING
TO REMAIN
DRAKE ROAD
100' RIGHT OF WAY
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_08-Details.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
SITE DETAILS
8
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
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 K-1833 SIGN DETAIL NOT TO SCALE LANE STRIPING DETAILS NOT TO SCALE 8' CROSS PAN DETAIL NOT TO SCALE BICYCLE RACK DETAIL NOT TO SCALE
ADA HANDICAP RAMP DETAIL 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
SERVICE MARKER NOT TO SCALE
1 2 3 4 5
7 8 9 10
11
17 18 19
20
TOTAL SIGN AREA
PER FACE 48 SF
11'-6 1/2"
8'-0"
4'-0"
3'-0" 4'-9"
SMOOTH FACE CMU TO MATCH
ADJACENT KING SOOPERS GROCERY
STORE
CAST STONE SILL - TO MATCH
SIMILAR MATERIALS ON ADJACENT
KING SOOPERS GROCERY STORE
GROUND FACE CMU BASE TO MATCH
ADJACENT KING SOOPERS GROCERY
STORE
CAST STONE SILL - TO MATCH SIMILAR
MATERIALS ON ADJACENT KING
SOOPERS GROCERY STORE
BLACK CABINET, INTERNALLY
ILLUMINATED MONUMENT SIGN
1'-3"
2'-9" 2'-9"
2'-41
2"
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_09-Details.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
SITE DETAILS
9
NOT USED SCALE:
MONUMENT SIGN DETAILS NOT TO SCALE NOT USED SCALE:
SCALE: 1"=10' NOT USED SCALE: NOT USED SCALE: NOT USED SCALE:
16 NOT USED SCALE: NOT USED SCALE: NOT USED SCALE: NOT USED SCALE:
5
CO
CO
E
12''STM 12''STM 12''STM
15''STM 15''STM 15''STM
15''
STM 15''STM 15''STM
12''STM
24''STM 24''STM 24''STM
24''STM
24''STM 24''STM
1
5''STM 15''STM
15''STM 15''STM 15''STM
24''STM 24''STM 24''STM
12''STM
18''S
TM 18''STM 18''STM
E
IR
IR
IR
EVT
ECB
GM
E
E
E
E
TL
TL
TV
RI
WV
SS
WV
WV
SD SD
E
ECB
EM E
TL
SS
GM
WM
IR
TL
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
12''STM 12''STM
18''STM 18''STM 18''STM 18''STM
S
D
WV
SS
W
WV
W W
W W W W W W W W W W W W W W
W W W W W W W W W W W W W
W
W W W W W
W W W W W
W W
C
O
CO
E
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
SS SS
SS SS SS SS SS
SS
SS SS SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
CO
CO
E
12''STM 12''STM 12''STM
15''STM 15''STM 15''STM
15''
STM 15''STM 15''STM
12''STM
24''STM 24''STM 24''STM
24''STM
24''STM 24''STM
12
''STM
15''STM 15''STM
15''STM 15''STM 15''STM
24''STM 24''STM 24''STM
12''STM
18
''STM 18''STM 18''STM
E
IR
IR
IR
EVT
ECB
GM
E
E
E
E
TL
TL
TV
RI
WV
SS
WV
WV
SD SD
E
ECB
EM E
TL
SS
GM
WM
IR
TL
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
12''STM 12''STM
18''STM 18''STM 18''STM 18''STM
S
D
WV
SS
W
W W W W W W W W W W W W W W
W W W W W W W W W W W W W
W W
W W W W W
W W W W W
C
O
CO
E
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE
UE
UE
UE
12''STM 12''STM 12''STM
15''STM 15''
STM 15''STM
15''STM 15''STM 15''STM
12''STM
24''STM 24''STM 24''STM
24''ST
M
24''STM 24''STM
15''STM 15''STM
15''STM 15''STM 15''STM
24''STM 24''STM
24''STM
12''STM
18''STM 18''STM 18''STM
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT
UT
UT
UT
G G G
G
G G
G G
G
UT
UT
UT UT UT UT
UT UT
G G G G
G
G
G
G
G G
G G G
G
G G G
G
G G
G G
G
E
IR
IR
IR
EVT
ECB
GM
E
E
E
E
TL
TL
TV
RI
WV
SS
WV
WV
SD SD
E
ECB
EM E
TL
SS
GM
WM
IR
TL
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
12''STM
18''STM 18''STM 18''STM 18''STM
SS SS SS
S
D
SS SS
UE
UE
UE
WV
W
WV
W
SD
WV
WV
WV
SS
MARKETPLACE
119,000 SF
STM STM
STM STM
STM STM
STM STM
STM
STM
STM STM STM STM
STM STM
STM STM
STM
W
STM
STM STM
STM
STM
STM
STM
STM
STM
18"STM
18"STM
18"STM
18"STM
18"STM 18"STM
18"STM
18"STM 18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
8''SS 8''SS 8
''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''
SS 8''SS 8''SS 8''SS 8''SS
LOT 1
487,410 SF (11.189 AC)
1
3
3
3
4
4
4
4
5
5
5
5
5
5
4
5
5
6
6
7
7
6
9
7
7
7
7
7
7
7
7
7
7
8 8
8
8
3
3
9
9
9
9
9
9
9
9
9
9
10 10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
11
11
11
11
11
11 11
11
11
11
11
11
11
11
11
11
11
12
12
12
12
12
13
13
14
15
15
16
16
17 17
17
19 18
20
22
21
21
21
21
22
22
22
22
24
24
24
24
16
24
24
24
24
24
24
25
25
25
25
25 27
27
27
27
30
29
29
29
29
29
29
29
29
29
12
32
32
32
32
32 32
34
33
34
32
35
35
35
35
35
35
35
35
35
36
36
36
36
37
36
36
38
39
39
39
40
5
5
9
9
9
9
22
22
41
41
41
33
33
33
33
33
33
33
33
33
33 33
33
33
33
33
33
33
33
33 33
33
33
33
33
34
34
33
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_13-Util.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
OVERALL UTILITY PLAN
13
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
UTTELEPHONE PROPOSED UNDERGROUND
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 FENCE
EXISTING TRAIN TRACTS
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL BOX
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 STORM SEWER INLET
STM
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING OVERHEAD ELECTRICAL
EXISTING UNDERGROUND ELECTRICAL
EXISTING SANITARY SEWER
OHE
UE
UG
W
SS
UTTELEPHONE EXISTING UNDERGROUND
STM PROPOSED STORM SEWER (LESS THAN 12")
FO EXISTING FIBER OPTIC LINE
STM EXISTING STORM SEWER (LESS THAN 12")
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"=50'
0 10 20 50
PROPOSED 119,000 S.F. KING SOOPERS STORE
PROPOSED MONUMENT SIGN
PROPOSED CURB INLET
PROPOSED AREA INLET
PROPOSED STORM SEWER (SIZE AS NOTED)
EXISTING STORM SEWER TO REMAIN
EXISTING SANITARY SEWER TO REMAIN
PROPOSED GREASE INTERCEPTOR AND SAMPLING MANHOLE
PROPOSED SANITARY SEWER MANHOLE (4'Ø)
PROPOSED DOMESTIC WATER SERVICE
PROPOSED 3" WATER METER
EXISTING GATE VALVE TO REMAIN
PROPOSED GAS SERVICE
EXISTING GAS LINE TO REMAIN
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
PROPOSED SITE LIGHT; REFER TO PHOTOMETRIC PLAN
EXISTING STREET LIGHT TO REMAIN
PROPOSED 6" FIRE LINE
EXISTING INLET TO REMAIN
PROPOSED STORM MANHOLE (4'Ø) (PRIVATE)
EXISTING STORM MANHOLE TO REMAIN
PROPOSED SANITARY SEWER (SIZE AS NOTED)
EXISTING SANITARY SEWER MANHOLE TO REMAIN
PROPOSED 8" C900 PVC WATER MAIN
EXISTING 8" WATER LINE TO REMAIN
PROPOSED FIRE HYDRANT ASSEMBLY WITH 6-INCH GATE VALVE AND LINE
PROPOSED GATE VALVE
PROPOSED FIRE DEPARTMENT CONNECTION LOCATION
EASEMENT SCHEDULE
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
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.
PROPOSED UNDERGROUND ELECTRICAL
PROPOSED ELECTRICAL TRANSFORMER
PROPOSED UNDERGROUND TELEPHONE CONDUIT
EXISTING UNDERGROUND TELEPHONE LINE TO REMAIN
EXISTING AREA INLET TO BE REPLACED WITH PROPOSED MANHOLE
PROPOSED STORM SEWER INLET
PROPOSED MANHOLE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED RAIN GARDEN STORM SEWER (PRIVATE)
EXISTING UNDERGROUND ELECTRICAL TO REMAIN
EXISTING ELECTRICAL BOX/METER/CABINET/OR VAULT TO REMAIN
EXISTING TELEPHONE RISER/MANHOLE TO REMAIN
EXISTING WATER METER TO REMAIN
EXISTING GAS METER TO REMAIN
EXISTING IRRIGATION BOX TO REMAIN
40 EXISTING CABLE BOX TO REMAIN
41 PROPOSED BUILDING ROOF DRAINS
EXISTING 6' UTILITY EASEMENT; REF. PLAT
EXISTING 15' UTILITY EASEMENT; REF. PLAT
EXISTING 20' UTILITY EASEMENT; REF. PLAT
EXISTING 40' UTILITY EASEMENT; REF. PLAT
EXISTING 10' DRAINAGE EASEMENT; REF. PLAT
EXISTING TRAFFIC EASEMENT TO BE VACATED; REF. PLAT
EXISTING SHARED PARKING EASEMENT; REF. PLAT
EXISTING 40' UNDERGROUND UTILITY EASEMENT; REF. PLAT
PROPOSED 20' WATER EASEMENT; REF. PLAT
PROPOSED UTILITY EASEMENT; REF. PLAT
PROPOSED TRAFFIC EASEMENT; REF. PLAT
EXISTING 6' GAS AND POWER EASEMENT; REF. PLAT
WV
WV
SS
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
STM STM
STM STM
STM STM
STM STM
STM
STM
STM STM STM STM
STM STM
STM STM
STM
18"STM
18"STM
18"STM
18"STM
18"STM 18"STM
18"STM
18"STM 18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
LOT 1
487,410 SF (11.189 AC)
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SSA
CWA
PT
SP
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_12-Eros.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
EROSION CONTROL PLAN
12
SCALE: 1"=50'
0 10 20 50
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
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
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
SURFACE ROUGHENING
LIMITS OF CONSTRUCTION
FLOW ARROW
VTC
SF
IP
GS
SB
CWA
SR
CONTRACTOR STAGING AREA
(APPROXIMATE)
SCL SEDIMENT CONTROL LOG
SSA
(SEEDING BY OTHERS)
PTTOILET PORTABLE
SP SITE POSTING (CONTACTS AND PERMITS)
PROPOSED STORM SEWER (LESS THAN 12")
EXISTING CONTOUR
PROPOSED CONTOUR
12'
'STM 12''STM 12''STM
15''STM 15''STM 15''STM
15''STM 15'
'STM 15''STM
12''STM
24''STM 24''STM 24''STM
24''STM
24''STM 24''STM
12''STM
15'
'STM 15''STM
15''STM 15''STM 15''STM
24''STM 24''STM 24''STM
18''STM 18''
STM 18''STM
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT
UT
UT
UT
G G G
G
G G
G G
G
UT
UT
UT UT UT UT UT UT
G G G G
G
G
G
UT
UT
UT
UT
G
G G
G G G
G
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
G
X X
G
G
G G G
G
G G
G G
G
UT
UT
UT
X
X X X X X
X
X X
X
X X X X
X X
X X X X X X
SS
E
IR
IR
IR
EVT
ECB
GM
IR
CO
N0°22'28"E 2640.62'
BASIS OF BEARINGS
IR
E
E
E
E
TL
TL
TV
RI
WV
SS
SD
CO
EM
SS
WM WV
GM
D
Y
H
D
Y
H
SD
E
IR
WECB GM
ECB
D
Y
H
WV
D
Y
H
WV
ECB
EM E
TL
SS
GM
WM
IR
CO
TL
CO
SS
EXISTING BUILDING
TO REMAIN
ONE STORY BUILDING
ONE STORY BUILDING
TO REMAIN
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
18''STM 18''STM 18''STM 18''STM
SS SS
S
D
CO
SS SS SS SS SS SS SS
UE
UE
UE
UE
UE
UE
WV
W
SD
WV
WV
WV
SS
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
STM STM
STM STM
STM STM
STM STM
STM
STM
STM STM STM STM
STM STM
STM STM
STM
W
STM
STM STM
STM
STM
STM
STM
STM
STM
18"STM
18"STM
18"STM
18"STM
18"STM 18"STM
18"STM
18"STM 18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
8''SS 8''
SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8'
'SS 8''SS 8''SS 8''SS 8''SS
LOT 1
487,410 SF (11.189 AC)
SINGLE TYPE 13
COMBINATION
INLET
A-10
0.67
0.90
1.00
OS-1
0.15
0.85
1.00
A-1
0.63
0.85
1.00
A-2
0.26
0.86
1.00
A-3
0.19
0.91
1.00
A-4
0.75
0.90
1.00
A-6
0.30
0.78
0.97
A-8
0.37
0.81
1.00
A-7
0.92
0.90
1.00
A-9
0.42
0.90
1.00
A-11
0.11
0.95
1.00
A-12
0.32
0.74
0.92
A-13
0.45
0.87
1.00
B-1
1.11
0.88
1.00
B-2
1.31
0.89
1.00
E-1
0.15
0.85
1.00
D-1
0.66
0.65
0.82
B-3
1.38
0.87
1.00
C-1
0.74
0.92
1.00
C-2
0.29
0.92
1.00
SINGLE TYPE 13
COMBINATION
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
5' TYPE R
INLET
TYPE 13
AREA INLET
TYPE 13
AREA
INLET
TYPE 13
AREA
INLET
EXISTING
INLET
TO BE
REMOVED
EXISTING
INLET
TO BE
REMOVED
EXISTING
INLET
TO BE
REMOVED
EXISTING
INLET
TO BE
REMOVED
EXISTING INLET
TO BE REMOVED &
REPLACED W/ 4'
MANHOLE
EXISTING
INLET
TO BE
REMOVED &
REPLACED W/
4' MANHOLE
EXISTING INLET
TO BE REMOVED
& REPLACED W/ 4'
MANHOLE
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_11-Drainage.dwg - Phil Dalrymple - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
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 2-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.
SCALE: 1"=50'
0 10 20 50
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.
Tributary Area tc | 2-Year tc | 100-Year
Q2 Q100
Sub-basin (acres) (min) (min) (cfs) (cfs)
OS-1 0.15 0.85 1.00 5.0 5.0 0.4 1.5
A-1 0.63 0.85 1.00 5.0 5.0 1.5 6.3
A-2 0.26 0.86 1.00 5.0 5.0 0.6 2.6
A-3 0.19 0.91 1.00 5.0 5.0 0.5 1.9
A-4 0.75 0.90 1.00 5.0 5.0 1.9 7.5
A-5 0.11 0.95 1.00 5.0 5.0 0.3 1.1
A-6 0.30 0.78 0.97 5.0 5.0 0.7 2.9
A-7 0.92 0.90 1.00 5.4 5.0 2.3 9.2
A-8 0.37 0.81 1.00 5.0 5.0 0.9 3.7
A-9 0.42 0.90 1.00 5.0 5.0 1.1 4.2
A-10 0.67 0.90 1.00 5.0 5.0 1.7 6.7
A-11 0.11 0.95 1.00 5.0 5.0 0.3 1.1
A-12 0.32 0.74 0.92 5.0 5.0 0.7 3.0
A-13 0.45 0.87 1.00 5.0 5.0 1.1 4.5
B-1 1.11 0.88 1.00 5.2 5.0 2.8 11.1
B-2 1.31 0.89 1.00 5.0 5.0 3.3 13.1
B-3 1.38 0.87 1.00 5.0 5.0 3.4 13.8
C-1 0.74 0.92 1.00 5.0 5.0 1.9 7.4
C-2 0.29 0.92 1.00 5.0 5.0 0.8 2.9
D-1 0.66 0.65 0.82 12.3 10.5 0.9 4.2
E-1 0.15 0.85 1.00 5.0 5.0 0.4 1.5
BASIN SUMMARY TABLE
C2 C
100
SITE
VICINITY MAP
NOT TO SCALE
RDG
PJD
NOVEMBER 2016
DRAINAGE PLAN
11
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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
WV
SS
3.66%
0.78%
0.78%
1.61%
2.10%
3.37%
1.91%
2.31%
1.69%
2.77%
1.14%
3.84%
0.56%
1.15%
1.93%
2.09%
3.58%
2.14%
1.76%
1.29%
1.8
8%
1.25%
2.02%
1.78%
1.77%
1.41%
3.28%
3.34%
1.74%
1.50%
1.61%
3.06%
1.78%
2.56%
2.10%
2.88%
2.44%
1.02%
3.43%
1.75%
1
.70%
2.13%
2.49%
1.48%
3.92%
1.46%
1.12%
0.74%
2.46%
2.78%
3.05%
1.54%
2.39%
3.47%
1.93%
1.61%
0.89%
3.10%
2.13%
1.50%
1.50
%
1
RxDRIVE
THRU
GROCERY
PICK UP
2
3
4
MARKETPLACE
119,000 SF
STM STM
STM STM
STM STM
STM STM
STM
STM
STM STM STM STM
STM STM
STM STM
STM
18"STM
18"STM
18"STM
18"STM
18"STM 18"STM
18"STM
18"STM 18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
18"STM
LOT 1
487,410 SF (11.189 AC)
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_10-Grad.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
OVERALL GRADING PLAN
10
SCALE: 1"=50'
0 10 20 50
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
LPPOINT LOW
TC TOP OF CURB
TOG TOP OF GRATE
39
FF FINISHED FLOOR
GRADING LEGEND
39CONTOUR EXISTING
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
TOSSIDEWALK TOP OF
C
S SPILL CURB AND GUTTER
CATCH CURB AND GUTTER
40 PROPOSED CONTOUR
40CONTOUR EXISTING
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
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
EASEMENT SCHEDULE
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 .
EXISTING 6' UTILITY EASEMENT; REF. PLAT
EXISTING 15' UTILITY EASEMENT; REF. PLAT
EXISTING 20' UTILITY EASEMENT; REF. PLAT
EXISTING 40' UTILITY EASEMENT; REF. PLAT
EXISTING 10' DRAINAGE EASEMENT; REF. PLAT
EXISTING TRAFFIC EASEMENT TO BE VACATED; REF. PLAT
EXISTING SHARED PARKING EASEMENT; REF. PLAT
EXISTING 40' UNDERGROUND UTILITY EASEMENT; REF. PLAT
PROPOSED 20' WATER EASEMENT; REF. PLAT
PROPOSED UTILITY EASEMENT; REF. PLAT
PROPOSED TRAFFIC EASEMENT; REF. PLAT
EXISTING 6' GAS AND POWER EASEMENT; REF. PLAT
PROPOSED SPOT ELEVATION
8 10
11 12 13 14 15
17 18 19
ADA PARKING
SYMBOL (SEE DETAIL,
SHEET 8)(TYP.)
4" TRAFFIC YELLOW
STRIPING AT 2'-0"
KING SOOPERS
NOTE: ANY ADA SPACE CAN BE VAN
ACCESSIBLE DUE TO WIDER 11' STALLS
AND STANDARD 5' ACCESS AISLES
PROPOSED KING SOOPERS WEST ENTRY
CROSSWALK AND ADA PARKING DETAILS
4" TRAFFIC YELLOW
STRIPING AT 2'-0"
KING SOOPERS
4" TRAFFIC
YELLOW
STRIPING AT
2'-0"
ADA SIGNAGE
(SEE DETAIL,
SHEET 8)
(TYP.)
5'
ACCESS
AISLE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
PROPOSED KING SOOPERS EAST ENTRY
CROSSWALK AND ADA PARKING DETAILS SCALE: 1"=10'
9'
TYP
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
NOTE: ANY ADA SPACE CAN BE VAN
ACCESSIBLE DUE TO WIDER 11' STALLS
AND STANDARD 5' ACCESS AISLES
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
9'
9'
ACCESSIBLE
SPACE
9'
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
5'
ACCESS
AISLE
9'
ACCESSIBLE
SPACE
9'
ACCESSIBLE
SPACE
21' 5.9' 21.1'
48'
4' 21' 21' 4'
50'
9'
TYP
ADA SIGNAGE (SEE DETAIL,
SHEET 8) (TYP.)
ADA PARKING
SYMBOL (SEE DETAIL,
SHEET 8)(TYP.)
4" TRAFFIC
YELLOW
STRIPING AT
2'-0"
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
4" CONCRETE
BRICK TYPICAL
BLUE BACKGROUND TO COMPLY
WITH ADA GUIDELINES.
4'-0" TYPICAL
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.
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
1:12 SLOPE UP MAX.
ELEVATION
PLAN
6" CURB
RAMP
6'-0" MIN.
0.5' VARIES - 3' MIN. 0.5'
RAMP
(SEE PLAN)
4'-0" 4'-0"
8'-0"
2"
WW 6x6x4.4 OR
#4 @ 18" EW
6"
3" CLEARANCE
CONCRETE
COMPACTED SUBGRADE
GROVED DETECTABLE
WARNING SURFACE
PER A.D.A. 4.29.2
RIGHT LANE
TURN RIGHT
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.
DO NOT
ENTER
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 DEN
SITY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
10
2
2
2
2
2
2
2
2
2
2
5
5
12
12
9 6
2
2
2
10
13 TYP.
13 TYP.
5
6
6
6
6
8
7
12
11
4
4
4
5
12
12
9
5
5
5
4
5
5
14
4
4
4
4
4
4
4
4
4
4 4
5
5
10
10
10
8
12 7
3
3
5
5
5
10
12
2
4
2 4
7 7
7
7 7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_07-Sign-Strip.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
SIGNAGE AND
STRIPING PLAN
7
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
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
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
SCALE: 1"=50'
0 10 20 50
PROPOSED PAINTED 8' INTERSECTION CROSSWALK. PAINTED STRIPES TO BE 24" AND SPACED PER LANE
PROPOSED PAINTED PARKING AREA CROSSWALK; USE 4" WHITE STRIPE, AT 2' INTERVALS
PROPOSED PAINTED CROSSWALK TO BUILDING (SEE DETAIL SHEET CS5.2)
PROPOSED 9'x19' 90-DEGREE "HEAD-IN" PARKING STALL (TYP.)
6
PROPOSED 'R-1-1' STOP SIGN. SIGNS BACKS AND POSTS TO BE PAINTED RAL 6012 "FEDERAL
7
10
11
8
9
SCHEDULE
PROPOSED 8'x15' 90-DEGREE "HEAD-IN" PARKING STALL (TYP.)
PROPOSED 9.5'x21' 60-DEGREE "ANGLED" PARKING STALL (TYP.)
PROPOSED ADA PARKING STALL WITH PAINTED ACCESS AISLE AND SIGNAGE (TYP. 21)
4
5
1
2
3
STRIPING NOTES
1. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO THE CITY OF FORT COLLINS STANDARDS
AND SPECIFICATIONS.
2. CONTRACTOR TO REMOVE ANY CONFLICTING, PREVIOUS MARKINGS, IF ANY, PER CITY OF FORT
COLLINS STANDARDS AND SPECIFICATIONS.
3. ALL TRAFFIC LANE AND INFORMATIONAL MARKINGS TO CONFORM TO THE CITY OF FORT
COLLINS STANDARDS AND SPECIFICATIONS.
4. ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR CHEMICAL METHODS PROVIDED
THAT THE PAVEMENT SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE PAVEMENT MARKINGS
SHALL BE REMOVED TO THE EXTENT THAT THEY SHALL NOT BE VISIBLE UNDER DAY OR NIGHT
CONDITIONS.
5. ALL SIGNAGE SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
LATEST EDITION.
6. ALL ONSITE STRIPING TO BE PAINTED WHITE AND 4" WIDE UNLESS SPECIFIED OTHERWISE.
12
13
PROPOSED STOP BAR AND TRAFFIC DIRECTIONAL FLOW ARROW
PROPOSED HANDICAP PARKING SIGNS. ALL SIGN BACKS AND POSTS TO BE PAINTED RAL 6012 "FEDERAL
GREEN" (SEE SHEET CS5.2) (ALSO SEE HANDICAP PARKING AREA DETAIL SHEET CS5.2)
GREEN" (SEE SHEET CS5.2 FOR DETAIL)
DISTRIBUTION (TRIPLE PAINT COAT) (SEE PLAN FOR 24" STRIPE LOCATIONS)
4" WIDE SOLID YELLOW, DOUBLE CENTER LINES. LENGTH OF CENTER LINES AS SHOWN ON PLAN
(TRIPLE PAINT COAT)
PROPOSED PARKING STRIPING
PROPOSED STRIPED ISLAND: USE 4" WHITE STRIPE AT 2' INTERVALS
E:117462.85
ELEV: 5017.61
N:445115.26
E:117463.91
ELEV: 5017.39
SECTION LINE
PROPERTY LINE
5' 37.3' 6'
2.5'
4.2' 1.5'
1.5' 1'
EXISTING MEDIAN CURB
AND GUTTER TO REMAIN
EXISTING
ASPHALT TO
REMAIN
SAWCUT LINE
SAWCUT LINE
PROPOSED FULL DEPTH
ASPHALT PATCHBACK
PROPOSED FULL
DEPTH ASPHALT
PATCHBACK
DRAKE ROAD
PROPOSED 4" THICK
CONCRETE BUS STOP
PAD AND SIDEWALK
10.1'
2.8'
5'
BIKE
PATH
12'
TRAVEL
LANE
12'
TRAVEL
LANE
13.3'
TRANSITION
LANE
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_06-Intersect.dwg - Phil Dalrymple - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
INTERSECTIONS PLAN
6
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
SCALE: 1"=20'
0 10 20
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"=20'
0 10 20
DRAKE ROAD INTERSECTION PLAN AND BUS PULL OUT DETAIL
SCALE: 1"=20'
SOUTH COLLEGE AVENUE INTERSECTION PLAN
SCALE: 1"=20'
PROPERTY BOUNDARY LINE
ADJACENT 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 TRAIN TRACTS
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
EXISTING EASEMENT BOUNDARY LINE TO BE REMOVED
PROPOSED EASEMENT BOUNDARY LINE
PROPOSED SITE LIGHTING
PROPOSED SIGN
36.5'
12.5' 12' 12'
6' 19.7'
84.3'
PROPOSED CONCRETE
CROSSPAN
R20'
R20'
4.2' 19.9' 36.5' 20.1' 2.4'
8'
PROPOSED CURB AND
GUTTER; REFERENCE
SITE DETAILS, SHEET 8
PROPOSED WHITE TRAFFIC
SYMBOLS; REFERENCE
SITE DETAILS, SHEET 8
PROPOSED 2' SOLID WHITE
STROP BAR; REFERENCE SITE
DETAILS, SHEET 8
PROPOSED CURB AND
GUTTER; REFERENCE
SITE DETAILS, SHEET 8
PROPOSED ADA RAMP;
REFERENCE SITE
DETAILS, SHEET 8
PROPOSED ADA RAMP;
REFERENCE SITE
DETAILS, SHEET 8
PROPOSED SIDEWALK;
REFERENCE SITE
DETAILS, SHEET 8
PROPOSED SOLID WHITE CROSSWALK
BAR; REFERENCE SITE DETAILS, SHEET 8
SECTION A-A
SCALE: 1"=20'
4" SOLID WHITE
LANE LINE
4" DOUBLE
YELLOW LANE
LINE
PROPOSED HEAVY DUTY ASPHALT
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
G
G
G
UT
UT
UT
E
IR
IR
IR
EVT
ECB
GM
N0°22'28"E 2640.62'
BASIS OF BEARINGS
E
E
E
E
TL
TL
TV
RI
SD SD
E
ECB
EM E
TL
GM
IR
TL
EXISTING BUILDING
TO REMAIN
ONE STORY BUILDING
ONE STORY BUILDING
TO REMAIN
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
SD
SD
24' 21' 21' 24' 21' 21' 24' 21' 21' 33.8' 21' 6' 21' 24' 21' 21' 24' 21' 21' 4.1'
24' 21' 21' 24' 21' 21'
19' 9.6' 19'
19' 24'
19' 19' 36.6'
33'
24'
24'
6'
18.8'
6.5'
15.6'
24'
24.9'
9' 9' 5'
9'
9'
9'
9'
9'
9'
TYP
TYP TYP
TYP
TYP
TYP
TYP
TYP
13.3' 19' 24' 15' 15' 24' 19' 19' 24' 19' 19' 24' 19' 35.4'
29.9'
36.1'
34.7'
60.3'
2'
5'
9'
TYP
18'
9'
TYP
9'
TYP
9'
TYP
9'
TYP
30'
30'
26.1' 24.7'
11.3' 48.5' 32.2' 19.1' 22.9' 92.3' 7.7'
R5.5' R10'
R7'
R4'
R4'
R4' R2'
R10'
R10'
R7'
R30'
R30'
R10'
R8'
R10'
R3'
R3'
R3'
R10'
R10' R3'
R3' R10'
R10'
R3'
R15'
R10'
R3' R3'
R R10'
3'
R3' R10'
R3' R3'
R3' R3'
R3' R3'
R3' R3' R3'
R10'
R3' R10'
R3'
R3'
R3' R10'
R3.5' R3' R10'
R3.5'
R3.5' R3.5'
R3' R3' R10'
R10'
R165'
R10'
R3'
R3' R3'
R3' R3'
R10'
R10' R3' R3'
R10'
R10' R3' R3'
R10'
R3' R3'
R10'
R3'
R10'
R3'
R3'
R15' R3'
R8'
R50'
R10'
R3'
R3' R10'
R80'
R10'
R3'
R3' R3' R3' R10'
R3' R3'
R3' R3' R3'
R10'
R10'
R3'
R10' R3'
R10' R3'
R10' R3'
R3' R3'
R3' R3' R3'
R10'
R5' R10'
R10'
R3'
R3' R15'
R3' R3'
R3' R3' R3'
R10'
R10'
R3'
R3'
R10'
R10'
R20'
R3'
R3'
R20'
R20'
R20'
79.1'
39.3'
33.7'
79.8' 255.5'
460'
260.2'
41'
241.3'
19.9' 18.1'
16.9'
20.6'
30'
13.8'
8.5'
6'
10'
6'
6'
15.6'
19' 12.5'
10.5'
24' 19' 7' 12' 10'
R10'
R10'
R3'
R3' R10'
R3'
R3' R10'
R3' R10'
R3' R3'
R3' R3'
R3'
R10' R13' R3'
R3'
R3' R10'
R15'
R3' R3'
R3' R3'
R10'
R10'
R10' R3'
R10'
R3'
R10' R3'
R10'
R3'
R10'
R10'
R10'
R3'
R3'
R10'
R3'
R62'
R50'
R62'
R50'
R100'
R50'
R62'
R18'
R30'
R62'
R50'
R3'
R30' R18'
R32'
R20'
6'
6'
5.9'
3.6'
6'
R135'
8.4'
6'
TYP.
SEE INTERSECTION
PLAN FOR DETAILS
SEE INTERSECTION
PLAN FOR DETAILS
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_05-HCP.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
HORIZONTAL
CONTROL PLAN
5
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
SCALE: 1"=50'
0 10 20 50
LEGEND
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
PROPERTY BOUNDARY LINE
ADJACENT 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 TRAIN TRACTS
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL BOX
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
EXISTING EASEMENT BOUNDARY LINE TO BE REMOVED
PROPOSED EASEMENT BOUNDARY LINE
PROPOSED SITE LIGHTING
PROPOSED SIGN
ARCHITECTURAL SCOPE; REFERENCE ARCHITECTURAL
PLANS FOR PAVING/CONTROL DETAILS
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
RADIUS
62.19
50.00
40.00
40.00
50.00
74.60
LENGTH
23.53
17.65
8.99
12.40
5.77
37.88
DELTA
21°40'32"
20°13'24"
12°52'23"
17°45'47"
6°36'58"
29°05'37"
BEARING
S08°29'26"E
S09°14'59"E
N82°54'36"W
S81°46'19"W
S76°11'54"W
N13°20'23"W
CHORD
23.39
17.56
8.97
12.35
5.77
37.48
LINE TABLE
LINE
L11
L12
L13
LENGTH
10.23
52.32
31.67
BEARING
S22°29'22"W
N76°28'25"W
S72°53'25"W
TO REMAIN
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
SD
SD
SS
12
12
55
12 31
14
55
55
12
19
42
42
55
14
55
55
55
55
55
55
55
55
55
55
55 55
55
55 55
55
55
55
55
55
55
55
55
55
55 55
55
55
55
55
55
55
55
44
44
44
44
44
44
44
44
44
44
47
TYP.
47
TYP.
47
TYP.
47
TYP.
47
TYP.
47
TYP.
30
30
46
46
46
46
46
46
46
46
45
45
46
46
46
46
46 46
36
36
36
36
36
36
36
16
31
TYP.
50
51
50
43
43
44
44
33
42 33
30
55
33
1
42
49
17
48 50 42
30
55
47 TYP.
70
1
55
55
33
33
55
30
44
43
43
50
50
30
51
51
26
26
51
28
31
TYP.
16
30
46
43
33
42
4
28 55
28
3
11
1
3
1
11
1
4
1
3
3
1
48
48
1
5 6
8
1
33
39
42
55 50
37 56 7
1
5 6 1
1
50 8
7
12
30
42
42
33
33
42
7
53
34
33
42
33 25
30
53
12
53
2
42
42
31
16
9
68
40 54
55
30
35
20
32
29
21
20
23
30
54
16
12
33
33
55
30
9 54
30
35
18
10
10
10
10
10
10
10
10
10
10
10
10
10
10 10
10
10
10
10
12
30
35
16
27
8
24
29
29
14
5
6
5
7
44
39
21
38
22
46
12
4
46
30
44
37 37
37
37
37
37
37
46
47
TYP.
37
37 37
37
37
37
37
37
37
37
37
37
37
37
13
24
24
53
24
14
24
53
24
49
24
54
48
48
48
48
33
10
30
49
49
49
49
48
48
48
48
48
48
48
LOT 2
EXTENTION OF K-MART
PLAZA
49
51 51
54
48
48
48
48
48
48
48
10
10
54
27
49
54
10
54
55
55
14
49
48
5
8
14
RIGHT OF WAY DEDICATION
RIGHT OF WAY DEDICATION
39 39
39
39
39
39
39 39 39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39
39 39
39
39
39
39
39
39
39
7
7
52
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_04-Site.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
KSS000146
RDG
PJD
NOVEMBER 2016
OVERALL SITE PLAN
4
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
SCALE: 1"=50'
0 10 20 50
SCHEDULE
PROPERTY BOUNDARY LINE
ADJACENT PROPERTY BOUNDARY LINE
EXISTING EASEMENT BOUNDARY LINE
SAWCUT LINE
1
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS METER
EXISTING ELECTRICAL MANHOLE
EXISTING WATER VALVE
EXISTING FENCE
EXISTING TRAIN TRACTS
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
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
EXISTING CURB AND GUTTER TO REMAIN
EXISTING PARKING TO REMAIN
EXISTING SIDEWALK TO REMAIN
EXISTING BUILDING TO REMAIN
EXISTING CONCRETE PAN TO REMAIN
EXISTING PEDESTRIAN CROSSWALK 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)
EXISTING MANHOLE TO REMAIN (SEE UTILITY PLAN FOR TYPE)
EXISTING CLEANOUT TO REMAIN (SEE UTILITY PLAN FOR TYPE)
EXISTING INLET TO REMAIN (SEE UTILITY PLAN FOR TYPE)
EXISTING FIRE HYDRANT TO REMAIN
EXISTING RAILROAD TRACKS
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
46
47
48
49
50
51
52
53
54
55
56
45
PROPOSED MODIFIED CURB CUT
PROPOSED 119,000 SF KING SOOPERS MARKETPLACE STORE; REF. ARCH. PLANS
PROPOSED MECHANICAL ENCLOSURE AREA; REF. ARCH. PLANS
PROPOSED CONCRETE LOADING DOCK; REF. ARCH. PLANS
PROPOSED SCREEN WALL AT MECHANICAL UNITS; REF. ARCH. PLANS
PROPOSED EGRESS LANDING WITH STAIRS OR RAMP; REF. ARCH. PLANS
PROPOSED KING SOOPERS TRANSFORMER; REF. UTILITY PLAN
PROPOSED VESTIBULE; REF. ARCH. PLANS
PROPOSED OUTDOOR SALES AREA; REF. ARCH. PLANS
PROPOSED TRASH ENCLOSURE
PROPOSED MASONRY SCREEN WALL AT TRUCK DOCK; REF. ARCH. PLANS
PROPOSED FIRE HYDRANT; REF. UTILITY PLAN
PROPOSED MONUMENT SIGN; REF. SITE DETAILS, SHEET 9
PROPOSED CART CORRAL (TYP. 7)
PROPOSED BOLLARD; REF. SITE DETAILS
PROPOSED CONCRETE SIDEWALK (SIZE AS SHOWN ON HORIZONTAL CONTROL
PROPOSED ASPHALT PAVING MILL AND OVERLAY
PROPOSED ADA ACCESSIBLE RAMP WITH DETECTABLE WARNINGS;
PROPOSED PHARMACY DRIVE THRU CANOPY AND DRIVE LANES; REF. ARCH. PLANS
PROPOSED TRASH COMPACTOR; REF. ARCH. PLANS
PROPOSED CONCRETE CURB AND GUTTER; 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 PARKING STRIPING; REF. SIGNAGE & STRIPING PLAN
PROPOSED STOP BAR AND TRAFFIC DIRECTIONAL FLOW ARROW; REF. SITE DETAILS
PROPOSED CROSSWALK; REF. SITE DETAILS
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 8'x15' 0-DEGREE "HEAD-IN" PARKING STALL (TYP.);
PROPOSED AREA INLET; REF. UTILITY PLAN
PROPOSED CURB INLET; REF. UTILITY PLAN
PROPOSED LANDSCAPE PLANTER; REF. LANDSCAPE PLANS
PROPOSED MANHOLE; REF. UTILITY PLAN FOR TYPE
PROPOSED 9'x19' 90-DEGREE "HEAD-IN" PARKING STALL (TYP.);
EXISTING 3 RAIL FENCE
PROPOSED BUS PULL-OUT
PROPOSED GREASE INTERCEPTOR
EASEMENT SCHEDULE
PROPOSED FIRE HYDRANT
PROPOSED MANHOLE COVER
PROPOSED INLET
CART CORRAL (APPROXIMATE LOCATION)
PARKING COUNT
EXISTING EASEMENT BOUNDARY LINE TO BE REMOVED
PROPOSED EASEMENT BOUNDARY LINE
PROPOSED SITE LIGHTING
PROPOSED SIGN
1
PARKING CALCULATIONS:
STANDARD SPACE
SITE DATA TABLE
SITE AREA: 487,410 SF
119,000 SF
F.A.R.: (KING SOOPERS BUILDING):
HANDICAP SPACE
TOTAL
KING SOOPERS SHARED
367 22
20 0
394 60
LANDSCAPING:
EXISTING FUELING TO REMAIN: 3,050 SF
(11.19 ACRES)
F.A.R.: (EXISTING FUELING TO REMAIN):
F.A.R.: (EXISTING RETAIL TO REMAIN):
0.2440
0.0063
0.0113
TOTAL BLDG AREA: 127,550 SF
BUILDING AREA:
KING SOOPERS STORE:
BICYCLE PARKING: 21 (1/20 SPACES) 22 (TWO RACKS)
(SEE LANDSCAPE
PLAN FOR DETAILS)
(SEE LANDSCAPE
PLAN FOR DETAILS)
COMPACT SPACE 0 38
EXISTING RETAIL TO REMAIN: 5,500 SF
F.A.R.: (TOTAL): 0.2616
(24.41% OF SITE)
(0.63% OF SITE)
(1.13% OF SITE)
(26.17% OF SITE)
127,550 SF
HARDSCAPE (DRIVEWAY, PARKING SIDEWALK, ETC.): 306,542 SF
TOTAL SITE COVERAGE 487,410 SF
SITE COVERAGE:
BUILDINGS:
LANDSCAPE/OPEN AREA: 43,400 SF
(26.17% OF SITE)
(62.89% OF SITE)
(8.90% OF SITE)
(100.00% OF SITE)
CART CORRALS 7 0
ZONING:
GENERAL COMMERCIAL GENERAL COMMERCIAL
EXISTING PROPOSED
MAXIMUM BUILDING HEIGHT: 35'-4"
R.O.W. DEDICATION: 9,918 SF (2.04% OF SITE)
EXISTING 6' UTILITY EASEMENT; REF. PLAT
EXISTING 15' UTILITY EASEMENT; REF. PLAT
EXISTING 20' UTILITY EASEMENT; REF. PLAT
EXISTING 40' UTILITY EASEMENT; REF. PLAT
EXISTING 10' DRAINAGE EASEMENT; REF. PLAT
EXISTING TRAFFIC EASEMENT TO BE VACATED; REF. PLAT
EXISTING SHARED PARKING EASEMENT; REF. PLAT
EXISTING 40' UNDERGROUND UTILITY EASEMENT; REF. PLAT
PROPOSED 20' WATER EASEMENT; REF. PLAT
PROPOSED UTILITY EASEMENT; REF. PLAT
PROPOSED TRAFFIC EASEMENT; REF. PLAT
EXISTING 6' GAS AND POWER EASEMENT; REF. PLAT
PLAN); REF. SITE DETAILS
REF. SITE DETAILS
REF. SIGNAGE & STRIPING PLAN
(TYP. 21); REF. SITE DETAILS
REF. SIGNAGE & STRIPING PLAN
REF. SIGNAGE & STRIPING PLAN
S SS SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
12'
'STM 12''STM 12''STM
15''STM 15''STM 15''STM
15''STM 15''ST
M 15''STM
12''STM
24''STM 24''STM 24''STM
24''STM
24''STM 24''STM
12''STM
15''STM
15''STM
15''STM 15''STM 15''STM
24''STM 24''STM 24''STM
12''STM
18''STM 18'
'STM 18''STM
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT UT
UT
UT
UT
G G G
G
G G
G G
G
UT
UT
UT UT UT UT UT UT
G G G G
G
G
G
UT
UT
UT
UT
G
G G
G G G
G
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
G
X X
G
G
G G G
G
G G
G G
G
UT
UT
UT
X
X X
X X X X
X X
X
X X X X
X X
X X X X X X
SS
E
IR
IR
IR
EVT
ECB
GM
IR
CO
IR
E
E
E
E
TL
TL
TV
RI
WV
SS
WV
WV
SD
CO
EM
SS
WM WV
GM
D
Y
H
D
Y
H
SD
E
IR
WECB GM
ECB
D
Y
H
WV
D
Y
H
WV
ECB
EM E
TL
SS
GM
WM
IR
CO
TL
CO
SS
EXISTING BUILDING
TO REMAIN
ONE STORY BUILDING
ONE STORY BUILDING
TO REMAIN
DRAKE ROAD
100' RIGHT OF WAY
S. COLLEGE AVE.
R.O.W. WIDTH VARIES
SD
12''STM
18''STM 18''STM 18''STM 18''STM
SS SS SS
S
D
CO
SS SS SS SS SS SS SS
UE
UE
UE
UE
UE
UE
WV
W
WV
W
SD
WV
WV
WV
SS
3
28
10
36
10
30
10
36
40
36
1
1
34
35
45 49
45
40 27
1
28
57 47
43
43
32
31
43
10
35
44 20 48
35
43
34
1
27
27 29 1
1
28
29
27
57
56
32
13
16
29
21
27
26
47
52
51
59
46
35
47
48
44
52
45
31
29 52
55 58
50
12
21
55
58
52
27
37
59
49
51
50
49
44
50
59
34
43
43
34
58
40
55
35
34
40 34
44
37
35
34
43
27
34
39
38
52
54
54
10
10
10
43
1
20
43
10
10
10
10
3
32
10
34
40
44
27
52
43
34
35
35
35
35
35
35
35
35
35
35
35
35
35
40
34
43
31 27
52
43
34
43
34
24
9
40
34
43
10
40
34
34 43
34 36 31
4
19
4
27
55
49
43
58
34
50
43
34
52
43
43
40
72
34
14
30
1
3
31 31
32 15
1
30
17
4
14
7
8
10
3
1
10
12
8
1 3
34
49
59 59
52
43
10
34
40
61
7
8 6 5
22
1
3
26
10
10
10
34
12
43
34
59
34
21
36
20
26 1
12
16
22
5
8 6
1
1
7
13
3
2
31
51
52
3
13
10 10
1
1
8
18
44
56
56
11
21
23
23
23
15
24
53
25
12
34
25
28
53
25
32
28
28
LOT 4
K-MART PLAZA
LOT 2
EXTENTION OF K-MART
PLAZA
LOT 2
K-MART PLAZA
LOT 1
K-MART PLAZA
10
43
36
#
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884 O
www.gallowayUS.com
C 2016. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\King Soopers - City Market\CO, Fort Collins - KSS000146 -#18 College & Drake\CADD\2-Plan\Kss146_P_03-Demo.dwg - Rob Gordon - 2015-04-16
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
King Soopers
Marketplace
65 Tejon Street
Denver, CO 80223
Phone (303) 778-3053
Fax (303) 871-9262
BASISKSS000146 OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
RDG
PJD
NOVEMBER 2016
EXISTING CONDITIONS &
DEMOLITION PLAN
3
SCALE: 1"=50'
0 10 20 50
SCHEDULE
PROPERTY BOUNDARY LINE
ADJACENT PROPERTY BOUNDARY LINE
EXISTING TO REMAIN
EASEMENT BOUNDARY LINE
EXISTING TO BE REMOVED
SAWCUT LINE
CONTRACTOR TO REFER TO GEOTECHNICAL REPORT (PREPARED
BY KUMAR & ASSOCIATES, 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.
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRICAL TO BE REMOVED
EXISTING SANITARY SEWER
UE
UG
W
SS
UTTELEPHONE EXISTING UNDERGROUND
STM EXISTING STORM SEWER
FO EXISTING FIBER OPTIC LINE
EXISTING STORM SEWER (TO BE REMOVED)
GEOTECHNICAL NOTE LANDSCAPE AND IRRIGATION NOTE
CONTRACTOR TO REFER TO THE ASBESTOS SURVEY PREPARED
BY KUMAR & ASSOCIATES (REPORT No. xx-x-xxx) FOR THE RETAIL
BUILDING BEING DEMOLISHED FOR DETAILS ON ASBESTOS
CONTAINING MATERIALS AND DISPOSAL PARAMETERS.
ENVIRONMENTAL NOTE
1
EXISTING SANITARY SEWER MANHOLE
EXISTING GAS METER
EXISTING ELECTRICAL MANHOLE
EXISTING WATER VALVE
EXISTING FENCE
EXISTING TRAIN TRACTS
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
STM
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
EXISTING CURB AND GUTTER TO REMAIN
EXISTING PARKING TO REMAIN
EXISTING SIDEWALK TO REMAIN
EXISTING BUILDING TO REMAIN
EXISTING CONCRETE PAN TO REMAIN
EXISTING PEDESTRIAN CROSSWALK TO REMAIN
EXISTING SITE LIGHT TO REMAIN
EXISTING CURB CUT TO REMAIN
EXISTING TREE TO REMAIN
EXISTING CABLE TELEVISION UTILITY BOX TO REMAIN
EXISTING UNDERGROUND ELECTRICAL TO REMAIN
EXISTING ELECTRICAL CABINET TO REMAIN
EXISTING WATER MANHOLE TO REMAIN
EXISTING ELECTRICAL MANHOLE TO REMAIN
EXISTING ELECTRICAL VAULT TO REMAIN
EXISTING GAS METER TO REMAIN
EXISTING GAS TO REMAIN
EXISTING TELEPHONE MANHOLE TO REMAIN
EXISTING TELEPHONE RISER TO REMAIN
EXISTING FENCE TO REMAIN
EXISTING SANITARY SEWER MANHOLE TO REMAIN
EXISTING STORM SEWER TO REMAIN
EXISTING STORM SEWER INLET TO REMAIN
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING IRRIGATION BOX TO REMAIN
EXISTING WATER TO REMAIN
EXISTING WATER VALVE TO REMAIN
EXISTING WATER METER TO REMAIN
EXISTING CURB AND GUTTER TO BE REMOVED
EXISTING PARKING STRIPING TO BE REMOVED
EXISTING SIDEWALK TO BE REMOVED
EXISTING BUILDING TO BE REMOVED
EXISTING CONCRETE PAN TO BE REMOVED
EXISTING PEDESTRIAN CROSSWALK TO BE REMOVED
EXISTING SITE LIGHT TO BE REMOVED/RELOCATED
EXISTING ASPALT PAVEMENT TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING UNDERGROUND ELECTRICAL TO BE REMOVED
EXISTING ELECTRICAL BOX TO BE REMOVED/REPLACED
EXISTING ELECTRICAL METER TO BE REMOVED
EXISTING GAS METER TO BE REMOVED
EXISTING UNDERGROUND TELEPHONE TO BE REMOVED
EXISTING SANITARY SEWER CLEANOUT TO BE REMOVED
EXISTING SANITARY SEWER TO BE REMOVED
EXISTING SANITARY SEWER MANHOLE TO BE REMOVED
EXISTING STORM SEWER TO BE REMOVED
EXISTING IRRIGATION BOX TO BE REMOVED
EXISTING WATER TO BE REMOVED
EXISTING WATER METER TO BE REMOVED
EXISTING FIRE HYDRANT TO BE REMOVED
EXISTING RAILROAD TRACKS
EXISTING ELECTRICAL BOX TO REMAIN
EXISTING ELECTRICAL METER TO REMAIN
EXISTING UNDERGROUND TELEPHONE TO REMAIN
EXISTING SANITARY SEWER TO REMAIN
EXISTING STORM SEWER INLET TO BE REMOVED
EXISTING WATER VALVE TO BE REMOVED
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
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
EXISTING ASPALT PAVEMENT TO ROTO MILLED 2"
45
EXISTING FENCE TO REMAIN
EXISTING CONCRETE TO BE REMOVED
UEELECTRICAL EXISTING UNDERGROUND
SS EXISTING SANITARY SEWER TO BE REMOVED
EMREMOVED EXISTING ELECTRICAL METER/RISER TO BE
ECB EXISTING ELECTRICAL CABINET TO BE REMOVED
EXISTING WATER VALVE TO BE REMOVED
EXISTING FIRE HYDRANT TO BE REMOVED
EXISTING WATER METER TO BE REMOVED
WV
WM
D
Y
H
EXISTING GAS METER TO BE REMOVED
CO
GM
EXISTING SANITARY SEWER CLEANOUT TO BE REMOVED
IR EXISTING IRRIGATION BOX TO BE REMOVED
EXISTING EXISTING TREE TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING STORM SEWER AERA INLET
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 and Erosion Control Reports for Timbervine dated October 15, 2014 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 and Erosion Control Reports for Kmart Plaza Redevelopment dated November XX, 2016 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.
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
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
SITE MAP
SCALE: 1"=250'
CR ARCHITECTURE & DESIGN
1675 BROADWAY, SUITE 2480
DENVER, CO 80202
TEL: (303) 863-8100
CONTACT: BAYLOR BLAND
SITE
DRAKE ROAD
S. COLLEGE AVE.
LEGAL DESCRIPTION
A PARCEL OF LAND BEING A REPLAT OF LOTS 1, 2, AND 4, OF K-MART PLAZA, AND
ALL OF LOT 2 OF THE EXTENSION OF K-MART PLAZAIN THE SOUTHEAST QUARTER (SE 1/4) OF
SECTION TWENTY-THREE (23), TOWNSHIP SEVEN NORTH (T.7N.), RANGE SIXTY-NINE WEST
(R.69W.), SIXTH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO WHICH CONTAINS 11.189 ACRES MORE OR LESS.
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69
WEST OF THE 6TH PM. BEING MONUMENTED AT THE NORTH END BY A 2-1/2" ALUMINUM CAP, AND
AT THE SOUTH END BY A 3" ALUMINUM CAP, IS ASSUMED TO BEAR N 00°18'00" W, WITH A DISTANCE
OF 2640.61 FEET BETWEEN SAID MONUMENTS.
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.
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.
RDG
PJD
NOVEMBER 2016
COVER SHETT
1
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 ELCO MIKE SCHEID (970) 493-2044
WASTEWATER BOXELDER SANITATION DISTRICT KAREN REYNOLDS (970) 498-0604
STORMWATER CITY OF FORT COLLINS UTILITIES GLEN SCHLUETER (970) 221-6700
PROJECT TEAM
TRAFFIC ENGINEER
KIMLEY-HORN
4582 S. ULSTER STREET, SUITE 1500
DENVER, COLORADO 80237
TEL: (303) 228-2304
CONTACT: CURTIS ROWE, P.E. PTOE
CONTACT
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.
DISCLAIMER 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