HomeMy WebLinkAboutVINE DRIVE AND SHIELDS STREET - Filed STR-STREETS - 2018-06-0510/18/2016
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VINE & SHIELDS
1 1
BSH
DWS
STANDARD PLANS LIST
STD PLANS
M-100-1
M-208-1
M-203-1
M-203-2
M-203-11
STANDARD SYMBOLS (3 SHEETS)
APPROACH ROADS
DITCH TYPES
SUPERELEVATION CROWNED AND
M-203-12
M-206-1
M-206-2
M-214-1
M-412-1
M-510-1
M-601-1
M-601-2
M-601-3
M-601-10
M-601-11
M-601-12
M-601-20
M-603-1
M-603-2
M-603-3
M-603-10
M-604-10
M-604-11
M-604-12
M-604-13
M-604-20
M-605-1
M-606-1
SUPERELEVATION STREETS (2 SHEETS)
EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)
PLANTING DETAILS
CONCRETE PAVEMENT JOINTS (5 SHEETS)
STRUCTURAL PLATE PIPE H-20 LOADING
SINGLE CONCRETE BOX CULVERT (2 SHEETS)
DOUBLE CONCRETE BOX CULVERT (2 SHEETS)
TRIPLE CONCRETE BOX CULVERT (2 SHEETS)
HEADWALL FOR PIPES
TYPE "S" SADDLE HEADWALLS FOR PIPE
HEADWALLS AND PIPE OUTLET PAVING
WINGWALLS FOR PIPE OR BOX CULVERTS
REINFORCED CONCRETE PIPE
PRECAST CONCRETE BOX CULVERT
CONCRETE AND METAL END SECTIONS (2 SHEETS)
INLET, TYPE C
INLET, TYPE D
CURB INLET TYPE R (2 SHEETS)
CONCRETE INLET TYPE 13
MANHOLES (3 SHEETS)
SUBSURFACE DRAINS
ADJUSTMENT OF TIME CHARGES, BUT WILL BE CHARGED AS CONTRACT TIME.
EXPENSE. TIME LOST DUE TO SUCH SUSPENSION WILL NOT BE CONSIDERED A BASIS FOR
OR IN PART, UNTIL THE FENCE IS SATISFACTORILY REPAIRED AT THE CONTRACTOR S
DESTROYED BY THE CONTRACTOR, THE ENGINEER WILL SUSPEND THE WORK, WHOLLY
FLEDGED OR THE NESTS HAVE BECOME INACTIVE. IF THE FENCE IS KNOCKED DOWN OR
WORK SHALL NOT PROCEED WITHIN THE FENCED BUFFER AREA UNTIL THE YOUNG HAVE
DETERMINED APPROPRIATE BY THE CDOT BIOLOGIST AND APPROVED BY THE ENGINEER.
EACH NEST TO BE UNDISTURBED. THIS BUFFER DIMENSION MAY BE CHANGED IF
BE PROTECTED BY PLACING FENCE (PLASTIC) A MINIMUM DISTANCE OF 50 FEET FROM
UNDISTURBED AND PROTECTED UNTIL THE NEST BECOMES INACTIVE. THE NEST SHALL
BIRDS IS FOUND, THE TREE OR SHRUB CONTAINING THE ACTIVE NEST SHALL REMAIN
BIOLOGIST TO PERFORM THE SURVEY. IF AN ACTIVE NEST CONTAINING EGGS OR YOUNG
THE ENGINEER AT LEAST TEN WORKING DAYS IN ADVANCE OF THE NEED FOR THE CDOT
OR PHASE OF TREE AND SHRUB REMOVAL OR TRIMMING. THE CONTRACTOR SHALL NOTIFY
THE SEVEN DAYS IMMEDIATELY PRIOR TO THE BEGINNING OF WORK IN EACH AREA
SURVEY FOR ACTIVE NESTS WILL BE CONDUCTED BY THE CDOT BIOLOGIST WITHIN
SHRUB REMOVAL OR TRIMMING WILL OCCUR BETWEEN APRIL 1 AND AUGUST 31, A
SHALL OCCUR BEFORE APRIL 1 OR AFTER AUGUST 31 IF POSSIBLE. IF TREE AND
TREE AND SHRUB REMOVAL OR TRIMMING - TREE AND SHRUB REMOVAL OR TRIMMING
CONSTRUCTION.
VEGETATION HEIGHT OF SIX (6) INCHES OR LESS MAY POSTPONE PROJECT
ASSURE VEGETATION DOES NOT GROW MORE THAN SIX (6) INCHES. FAILURE TO MAINTAIN
APPROPRIATE MEASURES, I.E. REPEATED MOWING/TRIMMING, SHALL BE IMPLEMENTED TO
LESS PRIOR TO APRIL 1. ONCE VEGETATION HAS BEEN REMOVED AND/OR TRIMMED,
VEGETATION SHALL BE REMOVED AND/OR TRIMMED TO A HEIGHT OF SIX (6) INCHES OR
FLEDGED. IF WORK ACTIVITIES ARE PLANNED BETWEEN APRIL 1 AND AUGUST 31,
SHALL BE COMPLETED BEFORE BIRDS BEGIN TO NEST OR AFTER THE YOUNG HAVE
CLEARING AND GRUBBING OF VEGETATION THAT MAY DISTURB GROUND NESTING BIRDS
CONTRACTOR IS IN COMPLIANCE WITH THE BUY AMERICA SPECIFICATION.
PRODUCTS WILL NOT BE PAID FOR IN A MONTHLY PAY ESTIMATE UNTIL THE
INCORPORATED INTO THE PROJECT, IF ANY. BID ITEMS THAT INCLUDE STEEL AND IRON
PROJECT DELIVERED COST OF ALL FOREIGN STEEL OR IRON PERMANENTLY
AMERICA SPECIFICATION. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF THE
ARE ON FILE AND THE STEEL OR IRON PRODUCTS ARE IN COMPLIANCE WITH THE BUY
MANUAL) THAT THE CERTIFICATIONS REQUIRED BY THE BUY AMERICA SPECIFICATION
STATEMENT SIGNED BY THE CONTRACTOR (SEE EXAMPLES IN THE FIELD MATERIALS
PROJECT THE PROJECT ENGINEER MUST OBTAIN FROM THE CONTRACTOR A WRITTEN
PRIOR TO THE PERMANENT INCORPORATION OF STEEL OR IRON PRODUCTS INTO THE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/28/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
2.5' CURB & GUTTER
4' SIDEWALK
32.85'
33.41'
2.5' CURB & GUTTER
4' SIDEWALK
48.62'
21'
12'
9'
25.25'
12' 13.25'
32.74' 47.26'
80'
2.5' CURB & GUTTER
7.5' 6.75'
18'
12' 6'
2.5' CURB & GUTTER
5'
5.8' 12'
17.8'
29.55' 26.17'
EXISTING ROW
EXISTING ROW
18.5'
EXISTING ROW
EXISTING FENCE
EXISTING ROW EXISTING ROW
EXISTING ROW
6.48' 12' 21.44'
VINE & SHIELDS
1
BSH
DWS
STA. 7+54.95
SOUTH TIE IN
EXISTING SHIELDS ST
SHLDR LANE WALK
LANE RIGHT TURN LANE
STRIP
PARK
TYPICALS
LANE SHLDR
WALK
.67'
SHLDR LANE
CL VINE DR
CL VINE DR
CL SHIELDS ST
EXISTING TYPICAL SECTIONS
of 5
SHLDR LANE LANE
PARKING
STA. 30+16.91
WEST TIE IN
EXISTING VINE DR
STA. 35+56.92
EAST TIE IN
EXISTING VINE DR
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
EASEMENT
UTILITY
EASEMENT PROP ROW
UTILITY
(TYP)
1'
5' 7.5' 2.5' 6' 12' VARIES
SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
26.75'
9' 15'
12' 6' VARIES 2.5' 7.5' 6.5'
SEE ROADWAY PLANS
VARIES
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
PROP ROW
6'
EASEMENT
UTILITY
EASEMENT
UTILITY
9'
EOP-SW CONTROL LINE
LANE VARIES
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
MEDIAN VARIES
EXISTING ROW
2.5'
8' VARIES 2.5' VARIES 8'
EOP-NW CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
TYPE 2 (SECTION I-B)
CURB & GUTTER
10'
EXISTING ROW
EASEMENT
(SPECIAL) TEMP CONST.
FENCE
MINOR RETAINING WALL
HMA PATCHING
2'
MATCH EXISTING GROUND
PROP ROW
EASEMENT
TEMP CONST.
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
(TYP)
1'
EOP-SW CONTROL LINE
EOP-SE CONTROL LINE
EASEMENT
UTILITY
EXISTING 5' 2.5' 6' 12'
PAINTED MEDIAN VARIES
12' 6' 2.5'
SEE ROADWAY PLANS
VARIES
VARIES - SEE ROADWAY PLANS SEE ROADWAY PLANS
VARIES
VARIES
EXISTING ROW
6'
1'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
(TYP)
1'
EOP-SW CONTROL LINE
EOP-SE CONTROL LINE
2.5'
PAINTED MEDIAN VARIES
2.5'
SEE ROADWAY PLANS
VARIES
VARIES - SEE ROADWAY PLANS SEE ROADWAY PLANS
VARIES
PROP ROW
6' 11'
(TYP)
1'
EASEMENT
UTILITY
PROPOSED
(BY OTHERS)
(WOOD)
FENCE
1'
VARIES VARIES VARIES VARIES VARIES 8'
EASEMENT
TEMPORARY
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
PGL
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
LANE VARIES
TYPE 2 (SECTION I-B)
CURB & GUTTER
PGL
VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
LANE VARIES MEDIAN LANE VARIES 2.5'
EOP-NW CONTROL LINE EOP-NE CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION II-B)
CURB & GUTTER
(SPECIAL)
FENCE
MINOR RETAINING WALL
HMA PATCHING
2'
MATCH EXISTING GROUND
PROP ROW
12'
EASEMENT
TEMP CONST.
5'
8'
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' 4.17 2.83'
PROP ROW
EASEMENT
TEMP CONST.
10'
VARIES
10'
(TYP)
1'
EASEMENT
TEMP CONST.
8' VARIES 2.5'
PROP ROW
50' 15'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
TYPE 2 (SECTION II-B)
CURB & GUTTER
EXISTING ROW
PGL
30'
PROP ROW
EASEMENT
TEMP CONST.
10'
(TYP)
1'
42'
6' 9.5' 2.5'
24'
6' 12' 12'
24'
12' 6' 2.5' 9.5' 6'
5" (TYP)
3" (TYP)
3" (TYP)
CURB (MEDIAN)(SPECIAL)
14' 17'
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE COLOR DETAILS)
(SEE PAVEMENT DEFINITION SHEET FOR
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8 INCH)(COLORED) ON
TRUCK APRON
3/4" FILTER ROCK
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
2"
18"
18"
WRAPPED WITH FILTER FABRIC
4" PERFORATED UNDERDRAIN
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
TOPSOIL (SPECIAL)
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
TOPSOIL (SPECIAL)
3' MIN.
4"
MIN. 4"
18"
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
MIN. 4"
18"
SUBGRADE
COMPACTED SUBGRADE
COMPACTED
SUBGRADE
COMPACTED
6 INCH ABC (CLASS 6)
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
COMPACTED SUBGRADE
17' 14'
(SEE DETAIL)
CURB (MEDIAN)(SPECIAL)
(SEE DETAIL)
9
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TABULATION OF REMOVALS
www.wilsonco.com REM TAB
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:23:07 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 12
10/18/2016
C1-315
C1-315
SPNKCB
SPNKCB
PROPOSED ROW
REMOVE SIDEWALK
EXISTING ROW
EXISTING ROW
EASEMENT
12' UTILITY
ROW
EXISTING
TOE OF FILL
EASEMENT
TEMPORARY CONSTRUCTION
EQUIPMENT
REMOVE TRAFFIC SIGNAL
PROPOSED ROW
EASEMENT
EXISTING 6' UTIL.
REMOVE CURB AND GUTTER
EASEMENT
6' UTIL.
PROPOSED
(WOOD)
REMOVE FENCE
REMOVE SIDEWALK
REMOVE ASPHALT MAT
REMOVE WHEEL STOP
STA. 30+68.76, 32.64' LT
RESET MAILBOX STRUCTURE TO
VINE & SHIELDS
1
V
I
N
E
D
R
S
H
I
EL
D
S
S
T
BSH
DWS
REMOVAL PLAN SHEET
0' 20' 40' 80'
31
+
00
32
+
00
33
+
00
9
+
SPNKCB
TVP
TVP
PROPOSED ROW
PROPOSED ROW
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
EXISTING ROW
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
REMOVE SIDEWALK
REMOVE CURB AND GUTTER
TOE OF FILL
REMOVE SIGN (SPECIAL)
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT MAT
REMOVE CURB AND GUTTER
CLEARING AND GRUBBING)
ROCK (PAID FOR AS
REMOVE LANDSCAPE
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
BSH
DWS
REMOVAL PLAN SHEET
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 5
MATCH LINE SEE SHEET 4
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
REMOVE FENCE (WOOD)
REMOVE SIDEWALK
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
REMOVE SIDEWALK
REMOVE CURB & GUTTER
TOE OF FILL
REMOVE CURB AND GUTTER
EASEMENT
6' UTILITY
EXISTING
REMOVE ASPHALT MAT
EASEMENT
6' UTILITY
TOE OF FILL
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
REMOVAL PLAN SHEET
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
of 5
M
A
MONITER WELL
PROPOSED ROW
PROPOSED ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
REMOVE LANDSCAPE ROCK
EXISTING ROW
EASEMENT
15' UTILITY
EXISTING ROW
TOE OF FILL
REMOVE CONCRETE PAVEMENT
REMOVE SIGN (SPECIAL)
REMOVE CONCRETE CURB AND GUTTER
PAVEMENT
CONCRETE
REMOVE
(CHAIN LINK)
REMOVE FENCE
REMOVE ASPHALT MAT
REMOVE FENCE (WOOD)
TOE OF FILL
AND GRUBBING)
(PAID FOR AS CLEARING
REMOVE LANDSCAPE ROCK
VINE & SHIELDS
4
V
I
N
E
D
R
SHIELDS ST
BSH
DWS
REMOVAL PLAN SHEET
33
+
00
34
+
00
9
+
00
10
+
00
11
+
00
1
2
+
PROPOSED ROW
COUNTY PROJECT
MATCH LARIMER
EXISTING ROW
EXISTING ROW
EXISTING ROW 15' UTILITY EASEMENT
TOE OF FILL
(CHAIN LINK)
REMOVE FENCE
REMOVE FENCE (WOOD)
REMOVE ASPHALT MAT
(WOOD)
REMOVE FENCE
REMOVE FENCE (WOOD)
EASEMENT
UTILITY
VINE & SHIELDS
5
BSH
DWS
REMOVAL PLAN SHEET
0' 20' 40' 80'
13
+
00
1
4
+
00
16
+
00
15
+
00
SHIELDS ST
of 5
MATCH LINE SEE SHEET 4
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
X
X X
XX
X
X X
X
X
XXX
X X X X X
XX
X X
XXX
X
X
X
X
X
X
X
1
2
3
4
5
6
41
42
43
44
CELL TOWER PROJECT
5 TREES REMOVED W/
45
46
47
48
50 49
51
52
53
SMALL TREE
REMOVAL OF
RECOMMENDS
FORESTER
54
TREE GONE
55
57
58
59
61
65
66
67
TVP
X X
X XX
X
X XXXXXXXXXXXXXXXXXXXXXXXXXX
X
7 8
9
10 11 12 40
12-40
PROJECT
W/ VINE OUTFALL
5 TREES REMOVED
DID NOT LOCATE
DID NOT LOCATE
SHIELDS ST
TREES 2
VINE & SHIELDS
TREE INVENTORY
0' 25' 50' 100'
BSH
DWS
A
R
T
H
U
R
D
I
T
C
H
MATCHLINE 11+50 SEE SHEET 1
of 3
AND APRIL DUE TO MIGRATORY BIRDS
WINTER MONTHS BETWEEN SEPTEMBER
TREE REMOVAL SHALL OCCUR IN THE
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
VINE & SHIELDS
TREE INVENTORY
TREES 3
BSH
DWS
www.wilsonco.com of 3
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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18877_TREE INVENTORY_03
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 20
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1
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RDWY TAB of 4
TABULATION OF SURFACING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/5/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 8:47:14 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 21
10/18/2016
C1-315
C1-315
VINE & SHIELDS
2
BSH
DWS
RDWY TAB of 4
ROADWAY ITEMS 1 OF 2
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 10:26:30 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 22
10/18/2016
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VINE & SHIELDS
3
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RDWY TAB of 4
ROADWAY ITEMS 2 OF 2
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 10:27:17 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 23
10/18/2016
C1-315
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VINE & SHIELDS
4
BSH
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RDWY TAB of 4
TABULATION EARTHWORK & DRAINAGE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:25:34 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 24
10/18/2016
C1-315
C1-315
(25.7 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(52.3 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(56.6 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(34.9 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(22.2 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(19.6 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(177.8 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(126.3 SY)
(DAVIS COLOR COCOA 6130)
CONCRETE PAVEMENT (8 INCH)
(6.1 SY)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(52.2 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(945.7 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(1220.8 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(699.2 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(55.5 SY)
(DAVIS COLOR TILE RED)
CONCRETE PAVEMENT (8.5 INCH)
(527.7 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(371.2 SY)
ON 6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH)
(23.0 SY)
(PATCHING)(ASPHALT)
HOT MIX ASPHALT
(20.1 SY)
(PATCHING)(ASPHALT)
HOT MIX ASPHALT
(533.3 SY)
16 INCH ABC (CLASS 6)
5.5 INCH HMA (GRADING S) (75)(PG 64-22) ON
2.0 INCH HMA (GRADING S) (75)(PG 64-28) ON
(1882.5 SY)
16 INCH ABC (CLASS 6)
SPNKCB
SPNKCB
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
6' UTIL.
ESMT.
12' UTIL.
PROPOSED ROW
FENCE (SPECIAL)
28.5' LENGTH
28' WIDTH
29.30 LT.
STA 30+50.15
DRIVEWAY
MINOR RETAINING WALL
APRON
CONCRETE TRUCK
ESMT.
CONST.
TEMP.
21
.
15
'
2
2
.
5
4
'
21
.
82
'
17
'
12
'
13.4
'
1
7
'
17
'
TOE OF FILL
TOE OF FILL
13
.
33
'
TEMP. CONST. ESMT.
(SECTION II-M)
CURB AND GUTTER TYPE 2
(SECTION B)
CURB TYPE 2
SPNKCB
TVP
TVP EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
EXIST. ROW
FENCE (SPECIAL)
MINOR RETAINING WALL
CONCRETE TRUCK APRON
12
'
12
'
6
'
11.1' LENGTH
48' WIDTH
LT. 18.07
STA 34+74.27
DRIVEWAY
19.58
'
17
.
9
'
17
'
22
.
67
'
21
.
46
'
EASEMENT
UTILITY
6' PROPOSED
TOE OF FILL
TOE OF FILL
17
'
17
'
17
'
TOE OF FILL
13.33
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
EXIST. ROW
ESMT.
6' UTIL.
PROPOSED ROW
FENCE (SPECIAL)
PROPOSED ROW
PROPOSED ROW
FENCE (SPECIAL)
17
'
CONCRETE TRUCK APRON
MINOR RETAINING WALL
12
'
6
'
12
.
98
'
12
'
6
'
18
.
6
'
20
.
34
'
17
'
22
.
24
'
21
.
08
'
13.33
'
ESMT.
MONITER WELL
EXIST. ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
FENCE (SPECIAL)
20' LENGTH
36' WIDTH
RT. 26.50
STA 11+75.14
DRIVEWAY
CONCRETE TRUCK APRON
MINOR RETAINING WALL
9
.
5
'
6
'
1
2
'
12
'
1
2
'
6
'
9
.
5
'
15
.
7
'
19
.
62
'
20
.
44
'
20
.
48
'
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
23' L
15' W
LT. 26.50
STA 13+17.36
DRIVEWAY
21' L
36' W
LT. 26.50
STA 14+73.51
DRIVEWAY
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
TOE OF FILL
EXIST. PROPERTY LINE
9.5' 6' 12' 12' 12' 6'
(BY OTHERS)
FENCE (WOOD)
(BY OTHERS)
FENCE WOOD
(BY OTHERS)
FENCE WOOD
TYPE 2 (SECTION II-B)
CURB AND GUTTER
(SECTION II-B)
CURB AND GUTTER TYPE 2
STA. 15+05.38, 24.00' RT
ANGLE POINT
STA. 15+74.06, 36.00' RT
ANGLE POINT
STA. 16+02.22, 23.73' RT
ANGLE POINT
STA. 16+07.70, 23.58' LT
ANGLE POINT
STA. 15+71.87, 36.00' LT
ANGLE POINT
STA. 15+05.38, 24.00' LT
ANGLE POINT
DETAILS
SEE DRAINAGE
DETAILS
SEE DRAINAGE
STA. 14+91.34, 26.00' RT
CURB CUT
STA. 14+91.34, 26.00' LT
CURB CUT
STA. 15+85.21, 23.72' LT
CURB CUT
STA. 15+85.21, 23.72' RT
CURB CUT
(BY OTHERS)
FENCE (WOOD)
9.5'
(6 INCH)
6' CONC. SIDEWALK
TOP OF CUT
6' CONC. SIDEWALK (6 INCH)
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST ELECTRIC
EXIST ELECTRIC
EXIST ELECTRIC
EXIST FIBER OPTICS
EXIST GAS
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST GAS
EXIST GAS
EXIST GAS
EXISTING GROUND
EXISTING GROUND
CIRCULATING ROUNDABOUT
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
EXISTING STORM SEWER
VINE & SHIELDS
PROF 1
BSH
DWS
VINE PROFILE SHEET
5000
5010
5020
5000
5010
5020
29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50
5000
5010
5020
5000
5010
5020
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00
VPI=30+16.91
EL.=5009.45'
VPC=30+80.18
EL.=5009.76'
VPI=31+30.18
EL.=5010.00'
VPT=31+80.18
EL.=5010.77'
VPI=32+81.71
EL.=5012.31'
VPI=33+61.08
EXIST W ATER
EXIST W ATER
EXIST W ATER
EXIST ELECTRIC
EXIST ELECTRIC
EXIST FIBER OPTICS
EXIST GAS
EXIST GAS
EXIST GAS
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST TELEPHONE
EXIST ELECTRIC
CIRCULATING ROUNDABOUT
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
VINE & SHIELDS
PROF 2
BSH
DWS
SHIELDS PROFILE SHEET
5000
5010
5020
5000
5010
5020
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
5000
5010
5020
5000
5010
5020
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
GROUND
MATCH EXISTING
SHIELDS ST PROFILE
SHIELDS ST PROFILE
VPI=7+55.00
EL.=5012.54'
VPC=9+00.11
EL.=5013.27'
VPI=9+20.11
EL.=5013.37'
VPT=9+40.11
EL.=5013.77'
VPI=9+44.76
EL.=5013.86'
VPI=10+25.07
EL.=5011.49'
VPC=10+47.11
EL.=5011.04'
VPI=11+47.11
EL.=5009.01'
0.50%
CL VINE DR.
CL N SHIELDS
ICD
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:100 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:24 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-Mainline_01.dgn
18877_GEOMETRY-Mainline_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
+
00
11
+
00
12
+
00
1
3
+
00
14
+
00
15
+
00
16
+
00
17
+
00
18
+
0
EOP-SE EOP-NE
EOP-NW
EOP-SW
65
'
R
500
'
R
100
'
R
500
'
R
100
'
R
65
'
R
500
'
R
482
'
R
250
'
R
65
'
R
100
'
R
350
'
R
30
'
R
100
'
R
512
'
R
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GROUND
EXISTING
EXISTING GROUND
GROUND
EXISTING
GROUND
EXISTING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-EOP_SHEET_02
18877_GEOMETRY-EOP_SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
of 2
BSH
DMZ
2
VINE & SHIELDS
EOP GEO
EDGE OF PAVEMENT GEOMETRY
5000
5005
5010
5015
5020
5000
5005
5010
5015
V
I
N
E
D
R
I
V
E
V
I
N
E
D
R
I
V
E
S
T
R
EET
S
H
I
EL
D
S
S
T
R
EET
S
H
I
EL
D
S
SP
L
I
TTE
R
-
W
E
S
T
1
W
E
S
T
2
SP
L
I
TTE
R
-
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:28:13 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_MEDIAN_DETAILS_SHEET_02
18877_MEDIAN_DETAILS_SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MEDIAN of 7
BSH
DMZ
2
VINE & SHIELDS
MEDIAN DETAILS
37
10/18/2016
C1-315
C1-315
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_MEDIAN_DETAILS_SHEET_03.DGN
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MEDIAN of 7
BSH
DMZ
3
VINE & SHIELDS
MEDIAN DETAILS
38
10/18/2016
C1-315
C1-315
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
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Designer:
18877
STU M455-108
Sheet Number
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Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
28
:
38
P
M
p
w
:
\
\
A
B
Q
P
W
I
N
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
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Sheet Subset:
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Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
28
:
49
P
M
p
w
:
\
\
A
B
Q
GRADE
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GRADE
PROPOSED
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
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Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
29
:
02
P
M
p
w
:\\
A
B
Q
P
W
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
Numbers
Structure
No Revisions:
Revised:
Void:
Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Init.
Comments
Date:
Sheet Revisions
As Constructed
4/10/2015
Print Date:
Horiz. Scale:
1:20
Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
b
s
h
ea
r
n
3
:
29
:
13
P
M
p
w
:\\
A
B
Q
P
W
I
N
T
01
SPNKCB
SPNKCB
5
0
10
5010
5010
5010
5010
50
10
5010
5010
ESMT.
CONST.
TEMP.
FLOODPLAIN
100 YEAR CITY
FLOODWAY
100 YEAR CITY
TOE OF FILL
DETAILS
SEE DRAINAGE
DITCH FL
PARK STRIP
TOE OF FILL
TOE OF FILL
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
ESMT.
EXIST. ROW 6' UTIL.
ESMT.
6' UTIL.
9' UTIL EASEMENT
ESMT.
12' UTIL.
PLANS
SEE LANDSCAPE
SEE DRAINAGE DETAILS
VINE DR
SHIELDS ST
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
5010
5010
5010
EXIST. ROW
PROPOSED ROW
TO ALLOW FOR SHEET FLOW
DROP CURB AT DRIVE
SEE LANDSCAPE SHEETS
TOE OF FILL
TOE OF FILL
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
PROPOSED ROW
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
6' UTIL. EASEMENT
TOE OF FILL
TOE OF FILL
VINE DR
SHIELDS ST
0' 20' 40' 80'
33
+
00
3
4
+
0
0
35
+
0
0
9
+
00
10
+
00
11+00
VINE & SHIELDS
2
BSH
ELV
ELV
ELV
ELV
ELV
ELV
ELV
SPNKCB
SPNKCB
TELP
TEL
V
TELP
TVP
TVP
5010
5010
SHEETS
SEE LANDSCAPE
TOE OF FILL
TOE OF FILL
EXIST. ROW
ESMT.
CONST.
TEMP.
ESMT.
6' UTIL.
PROPOSED ROW
6' UTIL. EASEMENT
SHIELDS ST
0' 20' 40' 80'
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
2
%
2
%
2
%
2
%
MONITER WELL
5010
5010
5010
5010
5010
PROPOSED ROW
ESMT.
CONST.
TEMP.
SEE LANDSCAPE SHEET
TOE OF FILL
TOE OF FILL
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
PROPOSED ROW TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
V
I
N
E
D
R
SHIELDS ST
33
+
00
34
+
00
9
+
00
10
+
00
11
+
00
1
2
+
00
1
3
+
00
0' 20' 40' 80'
TOE OF FILL
TOE OF FILL
15' UTIL. ESMT.
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
EXIST. PROPERTY LINE
ESMT.
CONST.
TEMP.
PROPOSED ROW
SWALE DETAILS
SEE DRAINAGE DETAILS FOR
SWALE DETAILS
SEE DRAINAGE DETAILS FOR
ELEV = 5005.98
15+78.05, 29.11 LT
SWALE FLOW LINE
ELEV = 5005.98
15+78.05, 29.11 RT
SWALE FLOW LINE
ELEV = 5006.40
15+00.04, 32.87 RT
SWALE FLOW LINE
ELEV = 5006.40
15+00.04, 32.87 LT
SWALE FLOW LINE
0' 20' 40' 80'
13
+
00
14
+
00
15
+
00
16
+
00
MATCH LINE SEE SHEET 4
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
LONGITUDINAL CONTRACTION JOINT (TYP.)
LONGITUDINAL CONSTRUCTION OR
18
'
13
'
18
'
1
5
'
(
T
Y
P
.
)
18
'
(
T
Y
P
.
)
15
'
15
'
10
'
10
'
11.1'
DOWELED TRANSVERSE CONCTRACTION JOINT (TYP.)
10
'
10
'
(
T
Y
P
)
15
'
14
.
7
'
12
'
12
'
13
.
3
'
10
'
1
.
5
'
R
1
.
5
'
R
1
.
5
'
R
1.5
'
R
1.5
'
R
1
.
5
'
R
DETAILS of 2
BSH
MAM
1
CURB RAMP DETAILS
2%
2%
0' 10' 20' 40'
VINE & SHIELDS
VINE DR-WEST
VINE DR-WEST
5011.50
Lt. 34.13
32+23.68
EDGE OF WALK
5011.61
Lt. 34.81
32+44.10
EDGE OF WALK
5011.66
Lt. 42.13
32+23.67
BACK OF WALK
5011.60
Lt. 42.14
32+29.67
BACK OF WALK
5011.56
Lt. 42.15
32+37.87
BACK OF WALK
5011.77
Lt. 42.56
32+42.11
1
.
5
'
R
1
.
5
'
R
5
'
R
5
'
R
1.5
'
R
1
.
5
'
R
DETAILS of 2
BSH
MAM
2
CURB RAMP DETAILS
0' 10' 20' 40'
VINE & SHIELDS
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_CURB_RAMP_DETS.dgn
18877_CURB_RAMP_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
'
6
'
ELEV. 5009.00
STA. 30+57.88, 26.14' RT
CURB FLOW LINE
ELEV. 5009.14
STA. 30+77.05, 23.90' RT
CURB FLOW LINE
ELEV. 5009.18
STA. 30+77.11, 24.40' RT
BACK OF CURB
1.5
'
R
(SECTION B)
CURB TYPE 2
ELEV. 5009.68
STA. 30+83.07, 23.71' RT
BACK OF CURB
ELEV. 5009.30
STA. 30+82.86, 26.10' RT
EDGE OF WALK
ELEV. 5010.01
STA. 30+88.94, 35.20' RT
EDGE OF WALK
END CURB TYPE 2 (SECTION B)
STA 30+87.20, 35.21' RT
(SECTION II-B)
CURB AND GUTTER TYPE 2
8'
ELEV. 5010.05
STA. 31+09.64, 34.02' RT
EDGE OF WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
ELEV. 5009.44
STA. 30+80.88, 32.81' RT
EDGE OF WALK
BEGIN CURB TYPE 2 (SECTION B)
STA. 30+57.93, 26.63' RT
6.87
'
FILL
TOE OF
8
'
ELEV. 5011.62
STA. 34+79.13, 26.64' RT
BACK OF WALK
ELEV. 5011.54
STA. 34+78.28, 21.71' RT
FRONT OF WALK
ELEV. 5011.56
STA. 34+75.25, 21.51' RT
BACK OF CURB
ELEV. 5011.06
STA. 34+75.28, 21.01' RT
CURB FLOW LINE
(SECTION B)
CURB TYPE 2
BEGIN CURB TYPE 2 (SECTION B)
STA. 8+11.89, 22.71' RT
ELEV. 5012.25
STA 8+11.74, 22.24' RT
CURB FLOW LINE
ELEV. 5012.34
STA 8+21.96, 20.38' RT
CURB FLOW LINE
ELEV. 5012.34
STA 8+22.02, 20.88' RT
BACK OF CURB
ELEV. 5012.38
STA 8+27.54, 19.62' RT
CURB FLOW LINE
ELEV. 5012.88
STA 8+27.59, 20.12' RT
CURB FLOW LINE
END CURB TYPE 2 (SECTION B)
STA. 8+33.87, 40.84' RT
ELEV. 5012.85
STA. 8+39.34, 45.46' RT
EDGE OF WALK
ELEV. 5012.84
STA. 8+47.71, 44.62' RT
EDGE OF WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
7
'
5
'
8
'
1
.
5
'
R
TOE OF FILL
ELEV. 5009.75
STA. 11+28.06, 33.24 RT
EDGE OF WALK
END CURB TYPE 2 (SECTION B)
STA. 11+27.76, 32.83' RT
BEGIN CURB TYPE 2 (SECTION B)
STA. 11+39.72, 24.45' RT
ELEV. 5008.87
STA. 11+40.32, 24.03' RT
CURB FLOW LINE
ELEV. 5009.64
STA. 11+36.30, 36.00 RT
EDGE OF WALK
ELEV. 5008.72
STA. 11+51.06, 25.66' RT
CURB FLOW LINE
(SECTION B)
MATCH EXISTING GROUND
MATCH EXISTING GROUND
STA 00+57.54
MATCH EXISTING GROUND
STA 00+29.17
9' UTIL. ESMT.
TEMP. CONST. ESMT.
TEMP. CONST. ESMT.
PROPOSED ROW
POE 0+60.42 DW VINE 30+50.15 LT
STA 30+50.15, 60.42' LT VINE DR=
30+50.15 LT
DW VINE
GRADE
PROPOSED
GROUND
EXISTING
GROUND
MATCH EXISTING
POE 0+48.59 DW VINE 34+74.27 LT
STA 34+74.27, 48.59' LT VINE DR=
DW VINE 34+74.27 LT
POB 0+00.00 DW VINE 34+74.27 LT
STA 34+74.27, 0.00' LT VINE DR=
EXISTING GROUND
PROPOSED GRADE
PROPOSED ROW
28'
36
'
POB 0+00.00 DW VINE 30+50.15 LT
STA 30+50.15, 0.00' LT VINE DR=
0+20
0+40
0+60
P
O
E
0
+
60.42
31
+
00
30
+
00
0
+
20
0
+
40
P
O
E
0
+
48
.
MATCH EXISTING GROUND
MATCH EXISTING GROUND
PROPOSED ROW
ESMT.
TEMP. CONST.
PROPOSED ROW
ESMT.
TEMP. CONST.
MATCH EXISTING GROUND
STA 00+45.51
POB 0+00.00 DW SHIELDS 11+75.14 RT
STA 11+75.14, 0.00' LT SHIELDS ST=
DW SHIELDS 11+75.14 RT
DW SHIELDS 11+75.14 RT
SHIELDS ST= POE 0+63.50
STA 11+75.14, 63.50' RT
GRADE
PROPOSED
GROUND
EXISTING
12+16.36 LT
DW SHIELDS
36
'
12+16.36 LT
DW SHIELDS
POE 0+66.00
SHIELDS ST=
66.00' LT
STA 12+16.36,
GROUND
MATCH EXISTING
STA 00+47.00
POB 0+00.00 DW SHIELDS 12+16.36 LT
STA 12+16.36, 0.00' LT SHIELDS ST=
36
'
GRADE
PROPOSED
GROUND
EXISTING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
STA 00+48.28
MATCH EXISTING GROUND
STA 00+48.06
PROPOSED ROW
ESMT.
TEMP. CONST.
PROPOSED ROW
ESMT.
TEMP. CONST.
POE 0+66.00 DW SHIELDS 13+17.36 LT
STA 13+17.36, 66.00' LT SHIELDS ST=
POB 0+00.00 DW SHIELDS 13+17.36 LT
STA 13+17.36, 0.00' LT SHIELDS ST=
DW SHIELDS 13+17.36 LT
15
'
EXISTING ROW
DW SHIELDS 14+73.51 LT
SHIELDS ST=POE 0+66.00
STA 14+73.51, 66.00' LT
DW SHIELDS 14+73.51 LT
SHIELDS ST=POB 0+00.00
STA 14+73.51, 00.00' LT
DW SHIELDS 14+73.51 LT
EXISTING ROW
GRADE
PROPOSED
GROUND
EXISTING
GRADE
PROPOSED
GROUND
EXISTING
15
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
3"
3"
1• "
1• "
2"
3'-8"
2"
1'-5" 1'-5"
10'-0" (Typ.)
3'-1"
1" 4" 1"
2"
6"
1" 1"
4‚" 2ƒ"
1"
7"
7"
2" 2"
1"
3'-8"
4• " 5• "
3"
3"
1"
3"
9"
21"
12"
4•"Clr.
3"Clr.
VARIES (18" MAX)
(Typ.)
(2) P ‚x3"
Vertical Rail
B
B
FENCE ELEVATION
C
C
(Typ.)
Vertical Post
W5x16
L
(Typ.)
2"x2"-W2.1x2.1
Welded Wire Mesh
A
A
SECTION
A
(Typ.)
Vertical Post
W5x16
B
SECTION
ANCHOR PLATE DETAIL
(Typ.)
1"Ý Hole Bar 2"x…"x6"
PLAN POST DETAIL
WALL NE
CURB LIP PROFILE
TOP OF MINOR WALL PROFILE
ASPHALT PATCHING
BEGIN MINOR WALL
BEGIN FENCE (SPECIAL)
STA. 500+00
END MINOR WALL
END FENCE SPECIAL
STA. 502+10.26
EXISTING GROUND
501
+
00
502
+
00
P
O
B
500
+
00
.
00
P
C
500
+
14
.
33
P
CC
50
0
+
6
1
.
33
P
CC
500
+
99
.
05
P
CC
501
+
33.37
P
RC
501
+
63
.
87
15'-0"
3' 15'-0"
40'-0" INNER RADIUS OF ROUNDABOUT
5'
(MIN)
7'-0"
1'-6" (MIN)
8"
BSH
DMZ
1
VINE & SHIELDS
CENTER ISLAND ART FOUNDATION
APPROXIMATE SCULPTURE ELEVATION
SCALE 1/4" = 1'
SCALE 1/4" = 1'
CONCEPT FOUNDATION ELEVATION VIEW
4" (MAX)
1' (MIN)
DRILLED PIER
REINFORCED CONCRETE
18"ßX7' (MIN)
CONCRETE BASE
5'ß X 12" REINFORCED
SCALE 1/4" = 1'
PLAN VIEW
CONCEPT FOUNDATION
CONCRETE BASE
WELD PLATES ON
CONCRETE BASE
5'ß X 12" REINFORCED
SCALE 1/4" = 1'
PLAN VIEW
REBAR IN PIER
AROUND #6 VERTICALS
#4 SHEAR HOOPS
DRILLED PIER
REINFORCED CONCRETE
18"ß X 7' (MIN)
SCALE 1/4" = 1'
PLAN VIEW
REBAR IN SLAB
REBAR GRID 10" C/C
UPPER AND LOWER #5
52"ß BOTH GRIDS
#5 PERIMETER REBAR
GRID CENTER BARS
APPOX. 5°TO CLEAR LOWER
BEND INSTALLED ROTATED
VERTICAL BARS WITH HORIZONTAL
SCALE 1/4" = 1'
PLAN VIEW
WELD PLANS IN SLAB
WELD PLATES INSTALLED
REBAR SHOWN WITH
1' 3' 1'
1' 3' 1'
OUTSIDE BASE PLATES CENTER BASE PLATES
SCALE 1" = 1'
SCALE 1" = 1'
SPNKCB
SPNKCB
10165
5009.02
LANELN
SS
SPNKCB
SPNKCB
WMTRPIT
SS
TELP
TELP
GUTTER (SPECIAL)
COMPACTED SUBGRADE
EXISTING GROUND
(SECTION II-B)
CURB AND GUTTER TYPE 2
PROP ROW
PROP UTILITY EASEMENT
PROP TEMP EASEMENT
DRIVEWAY
EXISTING ROW
ELEV. = 5007.19
29+97.09, 36.88 LT
BEGIN GUTTER (SPECIAL)
2.0'
0.5'
0.5'
3.0'
1' (TYP)
GUTTER (SPECIAL)
0.5'
6"
6"
6'
1.5'
(SEE DETAIL BELOW)
6'x6'x1.5' RIPRAP (9 INCH)
100 YEAR CITY FLOODWAY
100 YEAR CITY FLOODPLAIN
(TYP.)
INTO CONCRETE PAN
EXTEND REBAR 18"
4'-0"
4'-0"
6"
2'-0"
1'-0"
SEDIMENT CATCH DETAIL
VINE & SHIELDS
1
VINE DR.
BSH
DWS
DRAIN of 4
DRAINAGE RUNDOWN DETAILS
7
%
DRAINAGE RUN DOWN TYPICAL SECTION
4
TYPE 2 (SECTION II-B)
CURB & GUTTER
3
'
3
'
3
'
3
'
CATCH DETAILS
SEE SEDIMENT
CATCH DETAILS
SEE SEDIMENT
PAN TO GRASS SWALE
TRANSITION FROM CONCRETE
PAN TO GRASS SWALE
TRANSITION FROM CONCRETE
SWALE TO CONCRETE PAN
TRANSITION FROM GRASS
SWALE TO CONCRETE PAN
TRANSITION FROM GRASS
THROUGH OPENING
DEPRESS FLOWLINE 1"
THROUGH OPENING
DEPRESS FLOWLINE 1"
2
'
2
'
2
'
2
'
GUTTER (SPECIAL)
GUTTER (SPECIAL)
GUTTER (SPECIAL)
GUTTER (SPECIAL)
ELEV = 5006.46
STA 14+91.34, 26.00' RT
CURB FLOW LINE
ELEV = 5006.46
STA 14+91.34, 26.00' LT
CURB FLOW LINE
ELEV = 5006.40
STA 15+00.04, 32.87' RT
GUTTER FLOW LINE
ELEV = 5006.40
STA 15+00.04, 32.87' LT
GUTTER FLOW LINE
ELEV = 5005.98
STA 15+78.05, 29.11' RT
GUTTER FLOW LINE
ELEV = 5005.93
STA 15+85.21, 23.72' RT
CURB FLOW LINE
ELEV = 5005.93
STA 15+85.21, 23.72' LT
CURB FLOW LINE
ELEV = 5005.98
6"
2' 6"
6"
6"
6"
THICKENED EDGE
INTO CONCRETE PAN
EXTEND REBAR 18"
CLASS 6 ABC
INTO CONCRETE PAN
EXTEND REBAR 18"
6"
1'-0"
4'-0"
1'-3"
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
(1) #5 REBAR O.C.
GUTTER (SPECIAL) DETAILS AND QUANTITIES)
(SEE LANDSCAPING PLANS FOR
1" TO 2" COBBLES
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
EQUALLY SPACED
#5 REBAR
EQUALLY SPACED
#5 REBAR
TO BE PAID FOR AS SURFACE SAND FILTER
BIORETENTION SAND MEDIA
MINIMUM 24" THICK LAYER OF
TO BE PAID FOR AS SURFACE SAND FILTER
PEA GRAVEL DIAPHRAGM
MINIMUM 6" THICK LAYER OF
6"
3'
12" ABC (CLASS 6)
VINE & SHIELDS
3
BSH
DWS
of 4
CURB CUT DETAILS
UNDISTURBED SOIL
SECTION B-B
FLOW
FLOW
SEDIMENT CATCH PLAN
SEDIMENT CATCH PROFILE
SECTION A-A
GUTTER (SPECIAL)
AND REINFORCING STEEL
2. SEDIMENT CATCH BASIN SHALL BE PAID FOR AS CONCRETE CLASS D
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
www.wilsonco.com DRAIN
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
SPNKCB
SPNKCB
ELV
ELV
E
ELV
ELV
ELV
ELV
F
I
B
E
R
O
P
T
I
C
VAULT
VAULT
SS SS
SS
SPNKCB
SPNKCB
TVP
TVP
WMTRPIT
WMTRPIT
WSB
WV
WV
W
V
H
Y
D
SS
SS
SS
TELP
ELV
ELV
ELV
ELV
ELV
TVP
TELP
ELV
WV
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
W
V
FIBER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:26 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet Notes.dgn
18877_GESC Sheet Notes.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
RMC
of 2
STORM WATER MANAGEMENT PLAN
SWMP 63
10/18/2016
C1-315
C1-315
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:30 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet Notes.dgn
18877_GESC Sheet Notes.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
2
BSH
RMC
of 2
STORM WATER MANAGEMENT PLAN
SWMP 64
10/18/2016
C1-315
C1-315
ELV
ELV
ELV
ELP
ELV
ELV
ELV
ELV
GAS METER
MONITER WELL
SS
SS
SS
SS
SS
SPNKCB
SPNKCB
SPNKCB
SPNKCB
TEL
P
TELV
TELP
TELV
TELP
TELP
T
TELP
T
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
TVP
TVP
TVP
TVP
WSB
WMTRPIT
WMTRPIT
WMTRPIT
WSB
WMTRPIT
WMTRPIT
WSB
WSB
WV
WV
WV
WV
WV
H
Y
D
W
50
0
ELV
ELV
ELV
ELP
ELV
ELV
ELV
ELV
GAS METER
MONITER WELL
SS
SS
SS
SS
SS
SPNKCB
SPNKCB
SPNKCB
SPNKCB
TEL
P
TELV
TELP
TELV
TELP
TELP
T
TELP
T
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
TVP
TVP
TVP
TVP
WSB
WMTRPIT
WMTRPIT
WMTRPIT
WSB
WMTRPIT
WMTRPIT
WSB
WSB
WV
WV
WV
WV
WV
H
Y
D
W
50
0
ELP
GAS METER
MONITER WELL
SS
SS
SS
SPNKCB
TELP
TELV
T
T
TVP
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:22 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 03
18877_GESC Sheet 03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
5010
5010
L2.1
SHEET L3.1
SHEET KEY AND INDEX
TABULATION OF QUANTITIES
NOTES & SOD AND SEED LEGEND
PLANT LEGEND (PART 1 OF 2)
PLANT LEGEND (PART 2 OF 2)
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN ENLARGEMENT
LANDSCAPE DETAILS
LANDSCAPE DETAILS
LANDSCAPE DETAILS
LANDSCAPE DETAILS
L1.1
L1.2
L1.3
L1.4
L1.5
L2.1
L2.2
L2.3
L2.4
L2.5
L2.6
L3.1
L4.1
L4.2
L4.3
L4.4
LANDSCAPE SHEET INDEX
L2.5
L2.2
L2.3
L2.6 L2.4
BRITINA DESIGN GROUP, INC.
Landscape Architecture, Urban Design & Planning
7600 Grandview Avenue, Ste. 210
Arvada, Colorado 80002
Tel: 303/456-2887
www.britina.com
CONTACT INFORMATION
68
10/18/2016
C1-315
C1-315
LANDSCAPE TABULATION OF QUANTITIES
69
10/18/2016
C1-315
C1-315
Item Number Description Type
212-00050 Sod Turf Type Dwarf Tall Fescue Sod
Blend of five (5) Varieties per
City of Fort Collins Standards
SOD & NATIVE SEED LEGEND
212-00006 Seeding (Native) Dryland Mix per City of Fort
Collins Standards
45% Blue Grama
30% Little Bluestem
25% Buffalograss (treated)
Notes
12 lbs pure live
seed per acre
LANDSCAPE NOTES
Contractor to refer to the 2011 Colorado Department of Transportation Standard Specifications for
Road and Bridge Construction for all landscape related specifications.
Contractor to refer to the 2013 City of Fort Collins Streetscape Standards for all landscape items not
covered by the CDOT Standard Specifications and/or the landscape plans.
The Contractor shall be responsible for making themselves familiar with all underground utilities,
pipes and structures. The Contractor shall be held responsible for contacting all utility companies for
field location of all underground utility lines prior to any excavation. The Contractor shall take sole
responsibility for any cost incurred due to damage of said utilities. Call 811 Before You Dig.
Contractor shall not willfully proceed with construction as designed when it is obvious that unknown
obstructions and/or grade differences exist that may not have been known during design. Such
conditions shall be immediately brought to the attention of the Owner's Representative. The
Contractor shall assume full responsibility for all necessary revisions due to failure to give such
notification.
If conflicts arise between actual size of areas and plan size areas, Contractor to contact Owner's
Representative for resolution. Failure to make such conflicts known to the Owner's Representative
will result in Contractor's liability to relocate materials.
Contractor shall be responsible for any coordination with subcontractors as required to accomplish
landscape operations.
Plant names are abbreviated on the landscape plans. See plant legend for more information.
Final location of all plant material shall be subject to the approval of the Owner's Representative.
Contractor is responsible for restoring all disturbed landscape areas and repairing any damaged
irrigation components due to construction activity.
Regarding soil preparation for sod areas and unless otherwise stated in the plans and specifications,
Contractor to spread approved compost at a rate of 3 cubic yards per 1,000 square feet (after topsoil
has been spread) and till amendments thoroughly into top 6 inches of soil and apply fertilizer as
recommended in the soil test.
Regarding soil preparation for native seed areas and unless otherwise stated in the plans and
specifications, Contractor to spread approved compost at a rate of 2 cubic yards per 1,000 square
feet and till amendments thoroughly into top 4 inches of soil and apply fertilizer as recommended in
the soil test.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
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C1-315
Sym. Botanic Name/Common Name Qty. Size Spacing
PLANT LEGEND (PART 1 OF 2)
Sym. Botanic Name/Common Name Qty. Size Spacing
DECIDIOUS TREE (2 INCH CALIPER) - ITEM NUMBER 214-00220
2 2" cal. As Shown
10 2" cal. As Shown
6 2" cal. As Shown
5 2" cal. As Shown
TOTAL 33
2 2" cal. As Shown
4 2" cal. As Shown
Gleditsia triacanthos inermis Imperial
Imperial Honeylocust
GT
Celtis occidentalis
Northern Hackberry
CO
Quercus robur
English Oak
QR
Quercus robur Skymaster
Skymaster English Oak
QRS
Quercus shummardi
Shummard Oak
QS
Tilia cordata Greenspire 4 2" cal. As Shown
Greenspire Linden
TC
Ulmus 'Frontier'
Frontier Elm
UF
DECIDIOUS TREE (1.5 INCH CALIPER) - ITEM NUMBER 214-00215
2 1 1/2" cal. As Shown
2 1 1/2" cal. As Shown
TOTAL
Syringa reticulata 'Ivory Silk'
Ivory Silk Japanese Tree Lilac
SR
Crataegus crus-galli inermis
Thornless Cockspur Hawthorn
CI
Pyrus calleryana Chanticleer 4 1 1/2" cal. As Shown
Chanticleer Pear
PC
8
EVERGREEN TREE (6 FOOT) (BALL AND BURLAP) - ITEM NUMBER 214-00506
1 As Shown
TOTAL 1
Pinus nigra 6' ht.
Austrian Pine
PN
DECIDIOUS SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00350
Amorpha canescens
Leadplant
ACA 10 5 gal. 3' o.c.
Caryopteris x clandonensis 'Dark Knight'
Dark Knight Blue Mist Spirea
CCD 8 5 gal. 4' o.c.
8 5 gal.
Sym. Botanic Name/Common Name Qty. Size Spacing
PLANT LEGEND (PART 2 OF 2)
Sym. Botanic Name/Common Name Qty. Size Spacing
TOTAL 120
EVERGREEN SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00650
14 5 gal.
1 5 gal. 4' o.c.
TOTAL 34
PERENNIALS (1 GALLON CONTAINER) - ITEM NUMBER 214-00910 (CONTINUED)
Liatris spicata 'Kobold'
Kobold Gayfeather
25
LSK
1 gal. 24" o.c.
Penstemon strictus
Rocky Mountain Penstemon
31
PST
1 gal. 24" o.c.
Sedum 'Autumn Joy'
Autumn Joy Stonecrop
40
SAJ
1 gal. 36" o.c.
18 1 gal.
9 1 gal.
14 1 gal.
25 1 gal.
27 1 gal.
20 1 gal.
TOTAL 310
DECIDIOUS SHRUB (5 GALLON CONTAINER) - ITEM NUMBER 214-00350 (CONTINUED)
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Blue Grama Grass
BGB
Pennisetum alopecuroides 'Hameln'
Dwarf Fountain Grass
PAH
Calamagrostis x acutiflora 'Karl Foerster'
Feather Reed Grass
CAK
Schizachyrium scoparium 'Prairie Blues'
Prairie Blues Little Bluestem
SCP
Hemerocallis 'Stella de Oro'
Dwarf Gold Daylily
HSO
Lavandula angustifolia 'Munstead'
English Lavender
LAM
Rudibeckia fulgida 'Goldsturm'
Black-Eyed Susan
RFG
Agastache Coronado Red
Coronado Red Hyssop
ACR
28 1 gal.
36 1 gal.
24" o.c.
24" o.c.
LOW IMPACT DEVELOPMENT (LID)
SEE CIVIL PLANS
(18) TYPE D
LANDSCAPE
BOULDER
SEE DTL. 2,
SHEET L4.3
MULCHING
(DECORATIVE)
(31) TYPE E
LANDSCAPE
BOULDER
SEE DTL. 2,
SHEET L4.3
ROCK MULCH
(WEED FREE)
SEEDING (NATIVE)
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SEE DETAIL 1, SHEET L4.3
1 UF
3 PST
2 JPG
5 SAJ
3 PFD
5 BGB
3 CPY
3 SCP
7 ACR
8 PST
3 QS
5 SCP
3 RFG
3 ARC
3 FGB
3 RAG
3 PFP
6 PAH
3 BGB
6 SAJ
3 ACA
3 FGB
3 RFG
3 SCP
3 CAK
5 BGB
3 CCD
3 CPY
3 ACA
4 SCP
3 PFP
4 QR
4 PST
5 RAG
3 PAH
2 JCA
1 CSB
4 ACR
N. SHIELDS
SEEDING (NATIVE)
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
3 TC 4 UF
3 GT
1 TC
N. SHIELDS
STREET
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.3
MATCHLINE - SEE SHEET L2.1
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C1-315
C
C
A
SEEDING (NATIVE)
4" THICK AGGREGATE BASE
COURSE (CLASS 6)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
1 CI
4 GT
1 RFG
2 CO
3 ACR
2 JPG
N. SHIELDS
STREET
1 PFP
3 ARC
3 CAK
1 CI
1 ACA
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.4
MATCHLINE - SEE SHEET L2.2
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C1-315
C
B C
A
A
B
B
B
B
C
C
C
HARDSCAPE TREATMENT
SEE CIVIL PLANS
PLAN ENLARGEMENT
SEE SHEET L3.1
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
MULCHING
(DECORATIVE)
MULCHING
(WOOD CHIP)
MULCHING
(WOOD CHIP)
MULCHING
(DECORATIVE)
ROCK MULCH (WEED FREE)
SEEDING (NATIVE)
2 RFG
2 JCA
3 CAK
1 QRS
4 CCD
3 ACA
2 JCA
4 SCP
5 LAM
3 PST
3 SPM
5 CAK
3 SCP
2 JPG
5 HSO
3 RFG
6 FGB
4 SAJ
4 PAH W. VINE DRIVE
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.3
MATCHLINE - SEE SHEET L2.5
MATCHLINE - SEE SHEET L2.6
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C1-315
C
B
A
MULCHING
(WOOD CHIP)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
4" DEPTH TOPSOIL (SPECIAL)
WITH SOD
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
HARDSCAPE TREATMENT
SEE CIVIL PLANS
MULCHING
(DECORATIVE)
1 PN
1 QRS
3 ACR
3 JCA
3 CAK
3 PST
2 SR
4 SCP
5 ARC
6 FGB
1 CCD
3 SAJ
2 HSO
4 CAK
3 LSK
3 BGB
1 AAR
ROCK MULCH
(WEED FREE)
N. SHIELDS
STREET
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.4
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C1-315
B C C
C B
MULCHING
(DECORATIVE)
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SEE DETAIL 1, SHEET L4.3
4" DEPTH TOPSOIL
(SPECIAL) WITH SOD
MULCHING
(WOOD CHIP)
SEEDING
(NATIVE)
4" THICK AGGREGATE
BASE COURSE (CLASS 6)
LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
ROCK MULCH
(WEED FREE)
MULCHING
(DECORATIVE)
MULCHING
(WOOD CHIP)
1 CSB
1 PPW 3 BGB
4 PC
4 SCP
4 LAM
3 CAK
3 QS
4 HSO
2 JPG
11 LVL 16 CSK
4 CAK
3 GT
3 SPM
3 PFD
1 RFC
5 LSK
6 PAH
11 LVL
W. VINE DRIVE
FLOODWAY AND FLOODPLAIN NOTES:
1.
2.
A FLOODPLAIN USE PERMIT MUST BE
APPROVED BEFORE CONSTRUCTION CAN
BEGIN IN THE THE 100-YEAR FLOODPLAIN.
A NO-RISE CERTIFICATION MUST BE
APPROVED BEFORE CONSTRUCTION CAN
BEGIN IN THE FLOODWAY.
100-YEAR CITY
FLOODPLAIN
100-YEAR CITY
FLOODWAY
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET L2.4
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A
A
B
B
B
B
C
C
C
5013
5012
5013
5014 5014
TW 5015.5 1 CPY
4 ACR
3 JCA
TW
5016.5
3 PST
MULCHING
(DECORATIVE)
(12) TYPE D LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
ROCK MULCH (WEED FREE)
(23) TYPE E LANDSCAPE BOULDER
SEE DETAIL 2, SHEET L4.3
2' DIA. X 8' CONCRETE
FOUNDATION SUPPLIED
BY CONTRACTOR
ART FEATURE SUPPLIED
BY TIM UPHAM
STONE LANDSCAPE WALL
SEE DETAIL 1, SHEET L4.4
TW
5017.5
4 RFG
4 HSO
6 BGB
3 SCP
3 CAK
4 ACR
3 PAL
5 FGB
3 PST
4 JHW 5 SAJ
3 FGB 3 JPG
3 FGB
6 BGB
TW 5017.5
3 JPG
3 CAK
3 LSK
3 LSK
TW 5017
TW 5016.5
3 CAK
5 SAJ
3 PAL
5 FGB
TW 5014.5
DECIDUOUS TREE PLANTING & STAKING
SCALE: 1/4"=1'-0"
1'-0"
LOCATE WIRE
BELOW POINT
OF MAJOR
BRANCHING
2 X ROOT BALL
WIDTH, MIN.
1'-0"
MIN.
MIN.
STAKE TREES ON OPPOSITE SIDES AS SHOWN,
PROVIDE TWO STAKES @ 180 DEGREES FOR
ALL TREES
PRUNE ALL DAMAGED WOOD PRIOR TO DELIVERY
TO SITE, MULTIPLE OR "V"-SHAPED LEADERS
NEED APPROVAL PRIOR TO PURCHASE
DARK GREEN FABRIC STRAPS WITH BRASS
GROMMETS, MIN. 12" LONG
DOUBLE STRAND 12 GAUGE GALV. STEEL WIRE,
TWIST TAUT
WHITE 3/4" PVC PIPE ALL SIDES
PROVIDE 4" HIGH SAUCER IN TURF/NATIVE
APPLICATIONS AND 6" HIGH SAUCER IN PLANTING
BED
REMOVE ALL CORD, TOP 1/3RD BURLAP AND TOP
BASKET
STEEL "T"-POSTS, MIN. 6' LONG DRIVEN MIN. 18"
DEEP
PLANT 2-3" ABOVE EXISTING GRADE
SCARIFY SIDES OF HOLE PRIOR TO
BACK FILLING.
BACK FILL MIX.:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
NOTE: IF HOLE IS TOO DEEP, ANY SOIL ADDED
TO RAISE THE ROOT BALL SHOULD BE COMPACTED.
UNDISTURBED SOIL.
PROVIDE TREE WRAP TO SECOND BRANCH (KRAFT
OR EQUAL) WITH DUCT TAPE ANCHORS @ TOP,
BOTTOM AND 2' INTERVALS AFTER SEPT. 15TH
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL, MULCH, STAKING AND
TREE WRAP SHALL BE INCLUDED IN
THE COST FOR THE TREE.
4" DEEP MULCHING (WOOD CHIP)
EVERGREEN TREE PLANTING & STAKING
SCALE: 1/4"=1'-0"
2 X ROOT BALL
WIDTH, MIN.
(3) 12" x 1 1/2" NYLON/COTTON WEAVE TIES
WITH 3/4" GROMMETS.
#12 GAUGE WIRE FASTENED W/ (2) ZINC
PLATED CABLE CLAMPS, COVER GUYS W/
3' OF 3/8" DIA. SLIP PLASTIC TUBING.
PLANT 2-3" ABOVE EXISTING GRADE
4" DEEP MULCHING (WOOD CHIP)
PROVIDE 4" HIGH SAUCER IN TURF/NATIVE
TYPICAL SHRUB PLANTING
SCALE: 1/2"=1'-0"
2 X ROOT BALL
WIDTH, MIN.
6"
REMOVE PLANT FROM CONTAINER OR W/ B&B
MATERIAL, REMOVE WIRE BASKET FROM ROOT BALL
AND PEEL BACK BURLAP AFTER 2/3 BURIED IN PIT.
PLANT CROWN AT 2" ABOVE FINISHED GRADE.
4" DEEP MULCHING (WOOD CHIP)
EASE BACK SLOPE ON UPHILL SIDE, WHERE
APPLICABLE.
4" HIGH WATER RETENTION BERM EXCEPT IN
DRIP IRRIGATED AREAS, REMOVE AT END OF
MAINTENANCE PERIOD.
SCARIFY SIDES OF HOLE PRIOR TO PLANTING.
BACK FILL MIX:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
FOOT-TAMPED COMPACTED BACK FILL UNDER
ROOT BALL TO ELIMINATE SETTLING.
UNDISTURBED SUBSOIL.
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL AND MULCH SHALL BE
INCLUDED IN THE COST FOR THE
SHRUB.
PERENNIAL & ORNAMENTAL GRASS PLANTING
SCALE: 1/2"=1'-0"
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL AND MULCHING (WOOD CHIP)
WHERE APPLICABLE SHALL BE INCLUDED
IN THE COST FOR THE PERENNIAL AND
ORNAMENTAL GRASS.
2 X ROOT BALL
6"
WIDTH, MIN.
PLANT LAYOUT PER LANDSCAPE
PLAN AND/OR PER DIRECTION OF
OWNER'S REPRESENTATIVE
PROVIDE 4" DEEP MULCHING (WOOD
CHIP) DIRECTLY AROUND BASE OF
EACH PERENNIAL AND/OR
ORNAMENTAL GRASS WHEN PLANTS
ARE LOCATED IN VARIOUS TYPES OF
ROCK AND COBBLE MULCH
4" DEEP MULCHING
TYPE VARIES - SEE LANDSCAPE PLAN
UNDISTURBED SOIL
PLANT 1" ABOVE EXISTING GRADES
BY MOUNDING SOIL UNDER MULCH
BACK FILL MIX:
75% NATIVE SOIL EXCAVATED
FROM PIT
25% ORGANIC COMPOST
SCARIFY SIDES OF HOLE
PRIOR TO PLANTING
FOOT-TAMPED COMPACTED
BACK FILL UNDER ROOT BALL
METAL LANDSCAPE BORDER (1/8 X 4 INCH)
SCALE: 1"=1'-0"
4" DEEP MULCHING
TYPE VARIES - SEE
LANDSCAPE PLAN
FINISHED GRADE FOR SOD TO BE 1/2" BELOW
TOP OF EDGING.
TAMPER MULCH AT EDGING SO THAT IT DOES
NOT SPILL INTO TURF.
NOTES:
1.
2.
FINISHED GRADE
4"
1
2"
METAL LANDSCAPE
BORDER (1/8 X 4 INCH)
COLOR: DARK GREEN
INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
LANDSCAPE WEED
BARRIER FABRIER
UNLESS OTHERWISE
NOTED OR SPECIFIED
SOD AND/OR
SEEDING (NATIVE)
LANDSCAPE BOULDER
SCALE: 1/2"=1'-0"
LANDSCAPE BOULDER
SEE CHART
UNDISTURBED SOIL
1/3 BELOW MULCH 2/3 ABOVE MULCH
4" DEEP MULCHING
TYPE VARIES - SEE
LANDSCAPE PLAN
TYPE:
TYPE A
TYPE B
TYPE C
TYPE D
TYPE E
TOTAL:
SIZE:
3.5' x 4' x 4'
3' x 3.5' x 3.5'
2' x 3' x 3'
1.5' x 2' x 2.5'
1' x 1' x 1.5'
SOD AND/OR SEEDING
(NATIVE)
QUANTITY:
4
8
11
40
54
117
TYPE:
NOTES:
1.
2.
3.
4.
FARMERS STONE LANDSCAPE BEAMS SUPPLIED BY PINE'S STONE COMPANY (GLENWOOD SPRINGS) OR
SIMILAR. STONE BEAM SIZES VARY AS FOLLOWS:
x 12" TO 18" HEIGHT
x +/- 24" WIDTH
x 2', 3', 4', 5' OR 6' LENGTHS (AS NECESSARY FOR FIT AND CONFORMITY TO CURVES)
CONTRACTOR TO SHAPE STONE BEAMS TO ENSURE GAPS BETWEEN BEAMS ARE MINIMIZED AND STONE
BEAMS FIT TOGETHER CLOSELY. LIMIT CLEAVING TO SURFACES THAT WILL BE HIDDEN.
IN MOST CASES THE STONE BEAMS RETAIN GRADE. CONTRACTOR TO INSTALL WRAPPED DRAINSTONE
ALONG ENTIRE BACKSIDE OF WALL (AS ILLUSTRATED) TO MINIMIZE EROSION OF SOIL BETWEEN STONE
BEAMS.
COST FOR EXCAVATION, COMPACTED AGGREGATE BASE COURSE, SHAPING/CLEAVING, WRAPPED
DRAINSTONE AND BACKFILL SHALL BE INCLUDED IN THE COST FOR THE STONE LANDSCAPE WALL.
STONE LANDSCAPE WALL
ELEVATIONAL SECTION - SCALE: 1/4"=1'-0"
VARIES - SEE PLAN
FINISHED GRADE OF
MULCH SURFACE
BEHIND WALL
SEE PLAN FOR TOP
OF WALL ELEVATIONS
SEE PLAN FOR
LOCATIONS OF STEPS
VARIES - SEE PLAN
FINISHED GRADE OF
MULCH SURFACE
6" COMPACTED
AGGREGATE BASE
COURSE (CLASS 6)
UTILIZE MULTIPLE SIZES OF
STONE TO ACHIEVE DESIRED
WALL LENGTH AND CURVES
SET BOTTOM LAYER OF
BOULDERS 1'-0" BELOW
FINISHED GRADE OF
MULCH SURFACE, TYP.
6", TYP.
STONE BEAMS, TYP.
SEE NOTES
PROFILE SECTION - SCALE: 1/2"=1'-0"
EXAMPLE OF STONE BEAMS
FINISHED GRADE OF MULCH
SURFACE BEHIND WALL
SEE PLAN FOR TOP OF
WALL ELEVATIONS
WRAP WITH NON-WOVEN
GEOTEXTILE FABRIC TO KEEP
STONE BACKFILL FROM
MIGRATING THROUGH WALL
1" DIA. DRAINSTONE TO
EXTEND AT LEAST 12"
BEHIND WALL
6" COMPACTED AGGREGATE
BASE COURSE (CLASS 6)
STONE BEAMS, TYP.
SEE NOTES
C
C
A
B C C
C B
C
B
A
C
B C
A
A
B
B
B
B
C
C
C
2
1
A
6
6
1"
Drip
A37
1"
Drip
A35
1"
Drip
A36
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
IR2.1
SHEET KEY AND INDEX
TABULATION OF QUANTITIES
LEGEND AND NOTES
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION DETAILS
IR1.0
IR1.1
IR1.2
IR2.1
IR2.2
IR2.3
IR2.4
IR2.5
IR2.6
IR3.0
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
IRRIGATION TABULATION OF QUANTITIES (FOR REFERENCE ONLY-BID AS LUMP SUM)
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1
2
3
4
5
6
14
A1
1"
F
A
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800 86
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C1-315
1"
8.00
A14
1"
A38
Drip
1"
Drip
A39
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.2
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A10
1"
A11
8.80
1"
A12
8.80
1"
A13
6.84
1"
A17
9.98
1"
A18
9.68
1"
A19
9.68
1"
A20
9.68
1"
A21
9.40
1"
A22
9.88
1"
8.76
A15
1"
9.87
A16
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.3
MATCHLINE - SEE SHEET IR2.1
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C1-315
C
C
A
1"
A6
8.46
1"
A7
7.77
1"
A8
8.60
1"
A9
9.48
1"
A10
9.98
1"
A23
9.68
1"
A24
9.48
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.4
MATCHLINE - SEE SHEET IR2.2
89
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C1-315
C1-315
C
B C
A
A
B
B
B
B
C
C
C
6
A25
1"
A33
Drip
1"
Drip
A34
1"
A32
Drip
1"
Drip
A37
1"
Drip
A35
1"
Drip
A36
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET 2.6
MATCHLINE - SEE SHEET IR2.5
MATCHLINE - SEE SHEET IR2.3
90
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C1-315
C
B
A
6
1"
8.12
A25
1"
9.63
A26
1"
9.97
A27
1"
9.37
A28
1"
8.64
A29
1"
Drip
A40
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET IR2.4
91
10/18/2016
C1-315
C1-315
B C C
C B
2
1
A
1"
A1
9.77
1"
A2
9.75
1"
A3
10.0
1"
9.94
A4
1"
7.52
A5
1"
9.96
A30
1"
A31
9.58
1"
A41
Drip
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE -
SEE SHEET IR2.4
92
10/18/2016
C1-315
C1-315
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
BACKFLOW PREVENTION
UNIT
1 ISOLATION GATE VALVE
ASSEMBLY
4
QUICK COUPLING VALVE
ASSEMBLY
5 6-INCH POP-UP SPRAY
SPRINKLER ASSEMBLY
7
FLOW SENSOR
ASSEMBLY
2 MASTER VALVE
ASSEMBLY
3
REMOTE CONTROL TURF
VALVE ASSEMBLY
6 REMOTE CONTROL DRIP
VALVE ASSEMBLY
8
93
10/18/2016
C1-315
C1-315
HINES IRRIGATION CONSULTANTS, INC.
SYSTEM DESIGN AND WATER MANAGEMENT SERVICES
323 WEST DRAKE ROAD, SUITE 204
FORT COLLINS, COLORADO 80526
TELEPHONE: 970 282-1800
SINGLE OUTLET EMITTER
ASSEMBLY
9
TYPICAL TRENCHING
DETAIL
DRIP FLUSH CAP 15
ASSEMBLY
13
TYPICAL SLEEVING
DETAIL
11
24" min.
MULTIPLE OUTLET EMITTER
ASSEMBLY FOR TREES IN BEDS
10
PEDESTAL MOUNT CONTROLLER
ASSEMBLY
14
24" ROOT WATERING SYSTEM
FOR TREES IN TURF AND MEDIANS
12
94
10/18/2016
C1-315
C1-315
VINE & SHIELDS
1
BSH
DWS
of 1
TABULATION OF UTILITY ITEMS
www.wilsonco.com UTL TAB
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:35 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 95
10/18/2016
C1-315
C1-315
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:09 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Legend & Contact List
Legend & Contact List
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
9
JMB
JMB
UTILITY 1 of
LEGEND
EXISTING
PROPOSED
CONTACTS
(970) 690-9848
(970) 690-9848
(970) 377-6436
CELL
POTHOLE LOG
NOTES
XX-XX
STORM SEWER
WATER
UNDERGROUND TV CABLE
TRAFFIC SIGNAL
UNDERGROUND TELEPHONE
SANITARY SEWER
UNDERGROUND GAS
UNDERGROUND FIBER OPTIC
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
OTHER
VINE & SHIELDS
UTILITY GENERAL INFO SHEET
POTHOLE NUMBER
UTILITY TO BE RELOCATED
IRRIGATION SLEEVING
IRRIGATION
PERFORATED UNDERDRAIN
UNDERDRAIN
WATER
27
+
00
28
+
00
29
+
00
ELV
ELV
FOV
SS
SS
SS
TVV
WV
SS
SS
SS
ELV
ELV
ELV
WWVV
H
D
Y
WWWVVV
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:23 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Vine Drive W est 1
Vine Drive West 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
EXISTING ROW
EXISTING ROW
EASEMENT
6' UTILITY
EXISTING ROW
HCL VINE DRIVE
SECTION LINE
10165
5009.02
LANELN
30
+
00
31
+
00
32
+
00
SS
SS
TVP
SS
SS
TELP
TELP
TELP
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Vine Drive W est 2
Vine Drive West 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
F
PROPOSED ROW
EXISTING ROW
EXISTING ROW
EASEMENT
6' UTILITY
EXISTING ROW
HCL VINE DRIVE
SECTION LINE
REQUIRED
NO ADJUSTMENT
CITY SS MH
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
SPNKCB
SPNKCB
TVP
10
+
00
32
+
00
33
+
00
34
+
00
ELV
ELV
ELV
ELV
ELV
ELV
F
I
B
E
R
O
P
T
I
C
VAU
L
T
VAULT
SS
SPNKCB
SPNKCB
TVP
WMTRPIT
WMTRPIT
WSB
WV
WV
W
V
H
Y
D
SS
TELP
ELV
ELV
ELV
ELV
ELV
TVP
ELV
WV
SIG
SPNKCB
TVP
TVP
TVP
35
+
00
36
+
00
37
+
00
ELP
ELV
ELV
GAS METER
GAS METER
GAS METER
GAS METER
SS
SS
SPNKCB
TVP
TVP
WSB
WMTRPIT
WMTRPIT
W
SS
T
GAS METER
GAS METER
SS
TVP
TELP
TVP
ELV
ELV
TVP
ELV
TELPTVP
GAS METER
ELP
TVP
TVP
WMTRPIT
WMTRPIT
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
TVP
7
+
00
8
+
00
9
+
00
34
+
00
TVP
WMTRPIT
WMTRPIT
WSB
WSB
WMTRPIT
WSB
WMTRPIT
WSB
WSWWBMMTTRRPPIITT
WSB
TVP
TVP
TVP
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:14:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Shields Street South 1
Shields Street South 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NO ADJUSTMENT REQUIRED
CITY WATER METER
HCL SHIELDS STREET
RELOCATED BY OWNER
FIBER OPTIC TO BE
CENTURYLINK UNDERGROUND
TO BE RELOCATED BY OWNER
S
W
S
W
S
W
S
W
4
+
77
5
+
00
6
+
00
ELV
ELV
S
W
S
W
TELP
TELP
TELP
TELP
WV
WV WV
H
Y
D
ELV
S
W
TELP
TELP
TELP
TELP
ELV
S
W
TELP
TELP
S
W
S
W
ELV
TELP
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
11
+
00
12
+
00
13
+
00
ELP
E
TELP
ELP
W
TELP
ELV
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20.0001 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:14:21 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Shields Street North 1
Shields Street North 1
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
EXISTING ROW
15' UTILITY EASEMENT
HCL SHIELDS STREET
PROPOSED ROW
TEMPORARY CONSTRUCTION EASEMENT
TO BE RELOCATED UNDERGROUND BY OWNER
COMCAST UNDERGROUND TV CABLE
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
TO BE RELOCATED BY OWNER
AND UNDERGROUND TELEPHONE
CENTURYLINK PEDESTAL
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
TO BE RELOCATED BY OWNER
PRIVATE ELECTRIC PEDESTAL
TVP
14
+
00
15
+
00
16
+
00
TVP
WV
H
Y
D
T
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:14:31 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Shields Street North 2
Shields Street North 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NO ADJUSTMENT REQUIRED
CITY FIRE HYDRANT
NO ADJUSTMENT REQUIRED
CITY WATER VALVE
EXISTING ROW
15' UTILITY EASEMENT
TO BE RELOCATED UNDERGROUND BY OWNER
COMCAST UNDERGROUND TV CABLE
HCL SHIELDS STREET
TO BE RELOCATED UNDERGROUND BY OWNER
CENTURYLINK UNDERGROUND TELEPHONE
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
REQUIRED
NO ADJUSTMENT
CENTURYLINK MH
105
10/18/2016
C1-315
C1-315
106
10/18/2016
C1-315
C1-315
VINE & SHIELDS
1
JAI
DWS
of 3
TABULATION OF S&S QUANTITIES
S&S TABS
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING-STRIPING-TAB SHEET_01
18877_SIGNING-STRIPING-TAB SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 107
10/18/2016
C1-315
C1-315
VINE & SHIELDS
2
JAI
DWS
of 3
TABULATION OF S&S QUANTITIES
S&S TABS
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:00 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING-STRIPING-TAB SHEET_02
18877_SIGNING-STRIPING-TAB SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 108
10/18/2016
C1-315
C1-315
VINE & SHIELDS
3
JAI
DWS
of 3
TABULATION OF S&S QUANTITIES
S&S TABS
NOTE: 105 SQ FT PER GALLON 12 8
FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:13 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING-STRIPING-TAB SHEET_03
18877_SIGNING-STRIPING-TAB SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 109
10/18/2016
C1-315
C1-315
1.13 2.04 3.09 4.05
1.13 2.04 3.09 4.05
1.14 2.05 3.08 4.06
1.04 2.07
3.05 4.10
VINE & SHIELDS
1
JAI
DWS
of 1
SIGN DETAILS
www.wilsonco.com DETAIL
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:25 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING-DETAILS
18877_SIGNING-DETAILS
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 110
10/18/2016
C1-315
C1-315
SIG
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
5009.02
LANELN
1.01
1.02
1.14
1.03
1.04
1.07
1.13
1.15
1.12 1.17
1.18
1.19
1.20
1.08
1.16
12
'
15
'
6
'
7
'
6
'
12
'
15
'
17
'
17
'
17
'
1.05
1.06
1.09 1.10 1.11
7
1
5
3
3
5
1
1 4
8
4
8
9
6
9
2.02
2.03
2.05
2.07
2.08
2.09 2.10
2.04
12
'
13
'
12
'
12
'
2.01
2.06
2.11
1
5
7
1
1
4 5
4
8
8
STA 35+57 RT 12
MATCH EXISTING STRIPING
3
3
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.09 2.08
4
4
12
'
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
JAI
DWS
33
+
00
34
+
00
35
+
00
36
ELV
ELV
ELV
ELV
ELV
ELV
ELV
TELP
T
EL
V
TELP
TVP
TVP
3.01
3.02
3.03
3.04
3.05
3.06
3.08
3.07 3.09
3.10
3.11
3.13
3.12
3.14
6
'
12
'
12
'
6
'
12
'
18
'
14
'
5
3
3
5
1
4
4
1
7
3
4
4
3.10
3.09
3.08
3.07
3.05
3.03
3.02
MONITER WELL
4.02
4.01
4.03
4.04
4.05 4.08
4.06 4.07
4.10
4.09
14
'
12
'
12
'
6
'
12
'
13
'
4
8
4
8
3
11
11 3
3
5
7
4
4
4.04
4.05
4.06
4.02
4.03
4.01
4.07
VINE & SHIELDS
4
V
I
N
E
D
R
.
SHIELDS ST
JAI
DWS
3
3
+
00
34
+
00
9
5.02
5.01
12
'
6
'
6' 12' 12'
11
11 3
3
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
RELOCATE
RELOCATE
MATCH EXISTING STRIPING
STA 16+10
VINE & SHIELDS
5
JAI
DWS
TRAFFIC of 5
SIGNING & STRIPING PLAN SHEET
16
+
00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_05
18877_SIGNING_PLAN SHEET_05
VINE & SHIELDS
1
BSH
DWS
DETOUR of 1
DETOUR PLAN - PHASE 1 - 3
DETOUR
A
B
D
NOTES:
DETOUR
C
M4-9L (30x24)
M4-9R (30x24)
W20-2 (36x36)
ROAD
CLOSED
WITH R11-2 (48x30)
TYPE III BARRICADE
E
PLACE IN STREET
R11-4 (60x30)
SAFE OPERATION.
4. USE NECESSARY TRAFFIC CONTROL DEVICES TO PROVIDE
DETOUR ROUTES.
PROPOSED DETOURS DO NOT CONFLICT WITH OTHER PROJECTS OR
THE PROJECT AREA, AND ENSURE THAT TRAFFIC CONTROL AND
CONSTRUCTION PROJECTS THAT IMPACT TRAFFIC IN THE VICINITY OF
3. IDENTIFY AND COORDINATE WITH PERSONNEL REPRESENTING OTHER
ROADSIDE DESIGN GUIDE.
MUTCD, FORT COLLINGS STANDARD SPECIFICATIONS, AND AASHTO
2. ALL TRAFFIC AND TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE
1. COVER EXISTING SIGNS THAT CONFLICT WITH DETOUR SIGNING.
VINE DRIVE
TRAFFIC CLOSED IN PHASE 1
CONSTRUCTION LOCATION
LARIMER COUNTY PROJECT 1153-094
FOR SHEILDS ST DETOUR REFER TO
A E B D
ELM STREET
SYCAMORE STREET
AZTEC DRIVE
POMONA STREET
ELM COURT
W OOD ST.
LANCER DR.
LANCER DR.
TAFT HILL RD.
LAPORT AVE.
LAPORT AVE.
N. SHIELDS ST.
W MOUNTAIN AVE.
W MOUNTAIN AVE.
N. FREY AVE
N BRYAN AVE.
LYONS ST.
ELM STREET
CHERRY ST.
MAPLE ST.
VINE & SHIELDS
1
BSH
DWS
TC TAB of 1
TABULATION OF TRAFFIC CONTROL
CONSTRUCTION SIGN QUANTITIES ARE FOR INFORMATION ONLY
TEMPORARY PAVEMENT MARKING QUANTITIES ARE FOR INFORMATION ONLY
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/15/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 12:38:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\Tabs\18877_Roadway Tab Sheets.dgn
18877_Roadway Tab Sheets.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 117
10/18/2016
C1-315
C1-315
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
12' UTIL.
EXIST. ROW
ESMT.
6' UTIL.
6
2
'
R
198
'
R
1
9
8
'
R
12
'
12
'
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
BEGIN TRAFFIC SHIFT
STA. 29+05.97
DOUBLE YELLOW LINE
SOLID WHITE LINE
SOLID WHITE LINE
OF PHASE 1
BE PLACED AT THE END
DETOUR PAVEMENT SHALL
VINE & SHIELDS
1
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
(TEMPORARY)
CONCRETE BARRIER
12
'
19
8
'
R
198
'
R
END TRAFFIC SHIFT
STA. 36+51.38
STRIPE
DOUBLE YELLOW
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
2
BSH
DWS
33
+
00
34
+
00
35
+
00
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
198
'
R
1
98
'
R
62
'
R
1
3
'
11
'
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
BEGIN TRAFFIC SHIFT
STA. 6+36.29
STRIPE
DOUBLE YELLOW
STRIPE
SOLID WHITE
STOP LINE
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
PROPOSED ROW
ROW
PROPOSED
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
PROPOSED ROW TEMP.
(TEMPORARY)
CONCRETE BARRIER
(TEMPORARY)
CONCRETE BARRIER
TEMP. CONST. ESMT.
PLACED AT THE END OF PHASE 1
DETOUR PAVEMENT SHALL BE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:38:23 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_04
18877_PHASING_P1_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
4
V
I
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
TEMP. CONST. ESMT.
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
CONTROL ON SHIELDS ST
SEE NOTE 1 FOR TRAFFIC
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:38:38 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_05
18877_PHASING_P1_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
of 20
PHASING PLAN - PHASE 1
SHIELDS ST
15
+
00
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
198
'
R
(TEMPORARY)
CONCRETE BARRIER
50
'
R
12
'
12
'
STRIPE
DOUBLE YELLOW
STOP LINE
SOLID WHITE STRIPE
BEGIN TRAFFIC SHIFT
STA. 29+05.97
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
END TRAFFIC SHIFT
STA. 36+51.48
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
210
'
R
198
'
R
1
4
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
198
'
R
198
'
R
15
'
14
'
BEGIN TRAFFIC SHIFT
STA. 6+36.29
DOUBLE YELLOW STRIPE
SOLID WHITE STRIPE
SOLID YELLOW STRIPE
SOLID YELLOW STRIPE
STOP LINE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:22 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_03
18877_PHASING_P2_03
1420 Second Street
Phone:970-350-2126
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ROW
PROPOSED
(TEMPORARY)
CONCRETE BARRIER
PROPOSED ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
(TEMPORARY)
CONCRETE BARRIER
DOUBLE YELLOW STRIPE
STOP LINE
PROPOSED STRIPING
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:36 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_04
18877_PHASING_P2_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
EXIST. ROW 15' UTIL. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
PROPOSED STRIPING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:39:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P2_05
18877_PHASING_P2_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 9
of 20
PHASING PLAN - PHASE 2
SHIELDS ST
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
ESMT.
CONST.
TEMP.
EXIST. ROW
198
'
R
198
'
R
50
'
R
10
'
10
'
BEGIN TRAFFIC SHIFT
STA. 29+12.55
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
STOP LINE
CONCRETE
FAST TRACK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
END TRAFFIC SHIFT
STA. 36+51.03
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
198
'
R
50
'
R
10'
10'
SOLID WHITE STRIPE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
EXIST. ROW
ESMT.
CONST.
TEMP.
(TEMPORARY)
CONCRETE BARRIER
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
500
'
R
500
'
R
50
'
R
25
'
R
10
'
10'
BEGIN TRAFFIC SHIFT
STA. 6+36.29
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
STOP LINE
(TEMPORARY)
CONCRETE BARRIER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
PROPOSED ROW
(TEMPORARY)
CONCRETE BARRIER
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
ROW
PROPOSED
ESMT.
15' UTIL.
EXIST. ROW
198
'
R
198
'
R
12
'
12
'
SOLID WHITE STRIPE
SOLID WHITE STRIPE
DOUBLE YELLOW STRIPE
YELLOW STRIPE
SOLID & BROKEN
STOP LINE
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
EXIST. ROW 15' UTIL. ESMT.
PROPOSED ROW
EXIST. ROW
TEMP. CONST. ESMT.
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
PROPOSED STRIPING
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_05
18877_PHASING_P3_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
of 20
PHASING PLAN - PHASE 3
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
ESMT.
6' UTIL.
EXIST. ROW
ESMT.
12' UTIL. PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:16 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_01
18877_PHASING_P4_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
PROPOSED ROW
EASEMENT
UTILITY
6' PROPOSED
PROPOSED ROW
ESMT.
CONST.
TEMP.
EXIST. ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
EXIST. ROW
EXIST. ROW
EXIST. ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
www.wilsonco.com
(303) 297-2693 fax
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Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:30 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_02
18877_PHASING_P4_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
EXIST. ROW
ESMT.
6' UTIL.
ESMT.
6' UTIL.
PROPOSED ROW PROPOSED ROW
ESMT.
CONST.
TEMP.
PROPOSED ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:44 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_03
18877_PHASING_P4_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
+
00
9
+
00
34
+
00
PROPOSED ROW
ROW
PROPOSED
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
ESMT.
15' UTIL.
ESMT.
CONST.
TEMP.
PROPOSED ROW
EXIST. ROW
PROPOSED ROW
ESMT.
CONST.
TEMP.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:41:58 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_04
18877_PHASING_P4_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
V
I
N
E
D
R
TEMP. CONST. ESMT.
PROPOSED ROW
EXIST. ROW
EXIST. ROW
PROPOSED ROW
TEMP. CONST. ESMT.
EXIST. ROW 15' UTIL. ESMT.
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:11 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P4_05
18877_PHASING_P4_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
of 20
PHASING PLAN - PHASE 4
NOTES:
W20-1 (36X36)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:28 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.30+17
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.30+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.31+00
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
4" UNDERDRAIN
TOPSOIL (SPECIAL)
TOPSOIL (SPECIAL)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:29 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
2
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+00
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+25
5000
5010
5020
5000
5010
5020
TOPSOIL (SPECIAL)
TOPSOIL (SPECIAL)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:46 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
3
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+00
5000
5010
5020
5000
5010
5020
5030
-70 -60 -40 -20 0 20 40 60 70
STA.33+25
5000
5010
5020
5030
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+50
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
4
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.33+75
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.34+00
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.34+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
VINE CROSS SECTION SHEET
CROSS
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+56
5000
5010
5020
TEMPORARY EASEMENT TEMPORARY EASEMENT
EXIST ROW EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
of 11
CUT AREA
FILL AREA
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
6
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.7+55
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.8+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.8+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:51 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
7
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.9+25
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
TEMPORARY EASEMENT
EASEMENT
EXIST UTIL.
UTIL. EASEMENT
PROPOSED
2.00%
2.00%
4
:
1
4
:
1
of 11
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:52 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
8
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.10+67
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.11+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.11+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
9
BSH
DWS
CROSS
SHIELDS CROSS SECTION SHEET
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.12+50
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.13+00
5000
5010
5020
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.13+50
5000
5010
5020
5000
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:54 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
CROSS 10
SHIELDS CROSS SECTION SHEET
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.14+50
4990
5000
5010
5020
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.15+00
4990
5000
5010
5020
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.15+50
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:42:55 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CROSS SECTION SHEETS.dgn
18877_RDWY_CROSS SECTION SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DWS
CROSS 11
SHIELDS CROSS SECTION SHEET
4990
5000
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.16+00
4990
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
-2.00%
2.00%
2.00%
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 209.7 CY
149
C1-315
C1-315
150
C1-315
C1-315
151
C1-315
C1-315
152
C1-315
C1-315
153
C1-315
C1-315
154
C1-315
C1-315
155
C1-315
C1-315
156
C1-315
C1-315
157
C1-315
C1-315
158
C1-315
C1-315
159
C1-315
C1-315
160
C1-315
C1-315
161
C1-315
C1-315
162
C1-315
C1-315
163
C1-315
C1-315
164
C1-315
C1-315
CUT AREA 125.4 SF
EMBANKMENT VOLUME 3.2 CY
FILL AREA 0.0 SF
148
10/18/2016
C1-315
C1-315
4990
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 176.8 CY
CUT AREA 88.8 SF
EXCAVATION VOLUME 165.2 CY
CUT AREA 89.5 SF
EMBANKMENT VOLUME 13.0 CY
FILL AREA 8.9 SF
EMBANKMENT VOLUME 13.2 CY
FILL AREA 5.3 SF
EXCAVATION VOLUME 176.5 CY
CUT AREA 101.0 SF
EMBANKMENT VOLUME 8.1 CY
FILL AREA 3.5 SF
147
10/18/2016
C1-315
C1-315
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.14+00
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW EXIST ROW
EXIST ROW EXIST ROW
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 179.3 CY
CUT AREA 89.0 SF
EMBANKMENT VOLUME 0.9 CY
FILL AREA 1.0 SF
EXCAVATION VOLUME 190.9 CY
CUT AREA 117.1 SF
EMBANKMENT VOLUME 0.9 CY
FILL AREA 0 SF
EXCAVATION VOLUME 207.8 CY
CUT AREA 107.3 SF
EMBANKMENT VOLUME 0.7 CY
FILL AREA 0.8 SF
EXCAVATION VOLUME 193.9 CY
CUT AREA 102.1 SF
EMBANKMENT VOLUME 5.4 CY
FILL AREA 5.0 SF
146
10/18/2016
C1-315
C1-315
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.12+00
5000
5010
5020
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
ROW
ROW
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY
EMBANKMENT VOLUME 49.8 CY
FILL AREA 29.8 SF
EXCAVATION VOLUME 70.4 CY
CUT AREA 66.1 SF
EXCAVATION VOLUME 0 CY
CUT AREA 5.4 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 51.8 SF
EXCAVATION VOLUME 9.3 CY
CUT AREA 9.9 SF
EMBANKMENT VOLUME 30.9 CY
FILL AREA 3.6 SF
EXCAVATION VOLUME 158.1 CY
CUT AREA 104.6 SF
EMBANKMENT VOLUME 3.3 CY
FILL AREA 0 SF
145
10/18/2016
C1-315
C1-315
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 89.8 CY
FILL AREA 124.8 SF
EXCAVATION VOLUME 5.6 CY
CUT AREA 3.1 SF
144
10/18/2016
C1-315
C1-315
5010
5020
-100 -80 -60 -40 -20 0 20 40 60 80 100
STA.9+00
5000
5010
5020
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
ROW
EXIST ROW
EXIST ROW
ROW
EXIST UTIL. EASEMENT EXIST UTIL. EASEMENT
EXIST UTIL. EASEMENT
EASEMENT
EXIST UTIL.
UTIL. EASEMENT
PROPOSED
UTIL. EASEMENT
PROPOSED
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
4
:
1
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 78.8 CY
CUT AREA 46.4 SF
EMBANKMENT VOLUME 28.9 CY
FILL AREA 31.0 SF
EXCAVATION VOLUME 57.2 CY
CUT AREA 15.3 SF
EMBANKMENT VOLUME 92.7 CY
FILL AREA 69.1 SF
EXCAVATION VOLUME 22.4 CY
CUT AREA 8.9 SF
EXCAVATION VOLUME 0 CY
CUT AREA 48.1 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 0 SF
EMBANKMENT VOLUME 0.2 CY
FILL AREA 0.2 SF
143
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C1-315
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 42.5 CY
CUT AREA 24.2 SF
EMBANKMENT VOLUME 1.8 CY
FILL AREA 0.4 SF
EXCAVATION VOLUME 5.1 CY
CUT AREA 22.0 SF
EMBANKMENT VOLUME 0.1 CY
FILL AREA 0.4 SF
142
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C1-315
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.35+00
5000
5010
5020
ROW
TEMPORARY EASEMENT
ROW
TEMPORARY EASEMENT
ROW
ROW
TEMPORARY EASEMENT
TEMPORARY EASEMENT
EXIST ROW
SIDEW ALK EXIST ROW
SIDEW ALK
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
EASEMENT
TEMPORARY
EASEMENT
TEMPORARY
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 100.8 CY
FILL AREA 57.5 SF
EXCAVATION VOLUME 10.8 CY
CUT AREA 14.8 SF
EMBANKMENT VOLUME 46.0 CY
FILL AREA 42.0 SF
EXCAVATION VOLUME 36.9 CY
CUT AREA 25.1 SF
EXCAVATION VOLUME 43.3 CY
CUT AREA 21.7 SF
EXCAVATION VOLUME 8.4 CY
CUT AREA 8.6 SF
EMBANKMENT VOLUME 41.6 CY
FILL AREA 2.9 SF
EMBANKMENT VOLUME 4.1 CY
FILL AREA 1.5 SF
141
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C1-315
5000
5010
5020
ROW
TEMPORARY EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW
-2.00%
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EMBANKMENT VOLUME 114.4 CY
FILL AREA 137.2 SF
EMBANKMENT VOLUME 188.2 CY
FILL AREA 269.4 SF
EMBANKMENT VOLUME 198.9 CY
FILL AREA 160.3 SF
EXCAVATION VOLUME 1.5 CY
CUT AREA 0.04 SF
EASEMENT
EXIST PERMANENT
EXCAVATION VOLUME 4.2 CY
CUT AREA 9.1 SF
EXCAVATION VOLUME 8.6 CY
CUT AREA 9.5 SF
140
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C1-315
-70 -60 -40 -20 0 20 40 60 70
STA.32+50
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.32+75
5000
5010
5020
ROW ROW
ROW
ROW
TEMPORARY EASEMENT
ROW
EXIST ROW
EXIST ROW
EXIST PERMANENT EASEMENT
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT
PROP UTIL. EASEMENT
EASEMENT
EXIST PERMANENT
TEMPORARY EASEMENT
5010.81
Lt. 25.92
DITCH FLOW LINE
4
:
1
4
:
1
4
:
1
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
4
:
1
4
:
1
4
:
1
2.00%
2.00%
2.00%
2.00%
EASEMENT
EXIST PERM
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 62.9 CY
CUT AREA 24.8 SF
EMBANKMENT VOLUME 16.1 CY
FILL AREA 17.1 SF
EXCAVATION VOLUME 18.3 CY
CUT AREA 14.8 SF
EMBANKMENT VOLUME 26.6 CY
FILL AREA 40.2 SF
EXCAVATION VOLUME 10.6 CY
CUT AREA 8.0 SF
EMBANKMENT VOLUME 50.3 CY
FILL AREA 68.4 SF
EMBANKMENT VOLUME 82.5 CY
FILL AREA 109.8 SF
EXCAVATION VOLUME 5.2 CY
CUT AREA 3.3 SF
139
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C1-315
5000
5010
5020
5000
5010
5020
-70 -60 -40 -20 0 20 40 60 70
STA.31+50
5000
5010
5020
ROW
TEMPORARY EASEMENT
ROW
TEMPORARY EASEMENT
ROW ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST ROW
EXIST PERMANENT EASEMENT
EXIST ROW
EXIST ROW
2.00%
-2.00%
-2.00%
PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT PROP. UTIL. EASEMENT
4
:
1
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
2.00%
-
6
.
00
%
-
10
.
00
%
-2.00%
-2.00%
5009.90
Lt. 24.09
DITCH FLOW LINE
2.00%
4
:
1
4
:
1
EASEMENT
EXIST PERM
of 11
CUT AREA
FILL AREA
TOP SOIL (SPECIAL) AREA
LEGEND
EXCAVATION VOLUME 44.0 CY
CUT AREA 37.4 SF
EXCAVATION VOLUME 72.9 CY
CUT AREA 41.3 SF
EXCAVATION VOLUME 78.2 CY
CUT AREA 43.1 SF
EXCAVATION VOLUME 0 CY
CUT AREA 34.6 SF
EMBANKMENT VOLUME 0 CY
FILL AREA 18.7 SF
EMBANKMENT VOLUME 15.1 CY
FILL AREA 6.0 SF
EMBANKMENT VOLUME 8.3 CY
FILL AREA 3.0 SF
EMBANKMENT VOLUME 3.0 CY
FILL AREA 0.2 SF
138
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C1-315
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 19
20
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
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.
SHIELDS ST
BSH
DWS
33
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
of 20
PHASING PLAN - PHASE 4
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
19
MATCH LINE SEE SHEET 17
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
18
MATCH LINE SEE SHEET 16
MATCH LINE SEE SHEET 20
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
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10
+
00
33
+
00
V
I
N
E
D
R
.
of 20
PHASING PLAN - PHASE 4
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
18
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
17
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
19
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
6
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
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BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 4
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 18
MATCH LINE SEE SHEET 16
MATCH LINE SEE SHEET 19
17
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
TO BE INSTALLED BEFORE THE START OF THIS PHASE.
PERMANENT SIGNING (EXCEPT IF IN WORK ZONE) & STRIPING WILL NEED
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
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+
00
33
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 4
(SEE SIGN PLANS)
15 PERMANENT SIGN
(SEE SIGN PLANS)
PERMANENT SIGNS
PLACE AT STA 28+06
W20-1 (36X36)
(SEE SIGN PLANS)
PERMANENT SIGN
NOTES:
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
16
MATCH LINE SEE SHEET 18
MATCH LINE SEE SHEET 17
MATCH LINE SEE SHEET 19
2. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
THIS PHASE.
PERMANENT STRIPING WILL NEED TO BE INSTALLED BEFORE THE START OF
1. THE INTERSECTION OF VINE AND SHIELDS WILL OPERATE AS A ROUNDABOUT.
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BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 14
15
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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Unit Information
bshearn 3:40:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_04
18877_PHASING_P3_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
V
I
N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
of 20
PHASING PLAN - PHASE 3
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
W1-4r (36X36)
R1-1 (30X30)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
14
MATCH LINE SEE SHEET 12
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
13
MATCH LINE SEE SHEET 11
MATCH LINE SEE SHEET 15
2. MAINTAIN LOCAL BUISNESS ACCESS.
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
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18877_PHASING_P3_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
of 20
PHASING PLAN - PHASE 3
NOTES:
R1-1 (30X30)
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
13
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
12
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
14
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
11
W20-1 ahead (36X36)
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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File Name:
Unit Information
bshearn 3:40:18 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_02
18877_PHASING_P3_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 3
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
12
MATCH LINE SEE SHEET 14
MATCH LINE SEE SHEET 11
MATCH LINE SEE SHEET 13
30 R1-1
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:40:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P3_01
18877_PHASING_P3_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11+00
of 20
PHASING PLAN - PHASE 3
PLACE AT STA 28+12
W20-1 (36X36)
R1-1 (30X30)
NOTES:
W1-4l (36X36)
W1-4l (36X36)
G20-2 (36X18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 14
MATCH LINE SEE SHEET 12
MATCH LINE SEE SHEET 13
11
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
10
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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Longitude: -105.09551991080140
Latitude: 40.59568025141754
VINE & SHIELDS
9
V
I
N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 6
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
8
MATCH LINE SEE SHEET 7
of 20
PHASING PLAN - PHASE 2
W20-1 (36X36)
R1-1 (30X30)
NOTES:
W1-4r (36X36)
G20-2 (36x18)
ROAD WORK
END
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
MATCH LINE SEE SHEET 10
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
10/18/2016 126
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C1-315
Region 4 LHN
Greeley, CO 80631
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
8
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
6
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
9
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
7
of 20
PHASING PLAN - PHASE 2
NOTES:
PLACE AT STA 5+36
W20-1 ahead (36X36)
W1-4r (36X36)
R1-1 (30X30)
G20-2 (36X18)
ROAD WORK
END
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
PHASE 2
2. MAINTAIN LOCAL BUISNESS ACCESS.
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
R1-1 (30X30)
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
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File Name:
Unit Information
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18877_PHASING_P2_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
7
BSH
DWS
33
+
00
34
+
00
35
+
00
36
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 8
MATCH LINE SEE SHEET 6
MATCH LINE SEE SHEET 9
of 20
PHASING PLAN - PHASE 2
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
G20-2 (36x18)
ROAD WORK
END
2. MAINTAIN LOCAL BUISNESS ACCESS
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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Project No./Code
File Name:
Unit Information
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18877_PHASING_P2_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
6
VINE DR.
SHIELDS ST
BSH
DWS
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11+00
34
+
0
0
MATCH LINE SEE SHEET 8
of 20
MATCH LINE SEE SHEET 9
MATCH LINE SEE SHEET 7
PHASING PLAN - PHASE 2
PLACE AT STA 28+80
W20-1 (36X36)
W1-4l (36x36)
G20-2 (36X18)
ROAD WORK
END
W1-4l (36X36)
R1-1 (30X30)
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
1. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
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14
+
00
13
+
00
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
10/18/2016 122
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N
E
D
R
.
SHIELDS ST
BSH
DWS
3
3
+
00
34
+
00
9
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
3
MATCH LINE SEE SHEET 2
of 20
PHASING PLAN - PHASE 1
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
4. MAINTAIN LOCAL BUISNESS ACCESS.
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
10/18/2016 121
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Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:38:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_03
18877_PHASING_P1_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
SHIELDS ST
0' 20' 40' 80'
DWS
BSH
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
4
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
2
of 20
PHASING PLAN - PHASE 1
PLACE AT STA 5+36
W20-1 (36X36)
NOTES:
G20-2 (36X18)
ROAD WORK
END
W1-4r (36X36)
W1-4r (36X36)
R1-1 (30X30) PLACE ON BARRIER
R11-2 (48X30)
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
10/18/2016 120
C1-315
C1-315
36
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
of 20
PHASING PLAN - PHASE 1
NOTES:
G20-2 (36x18)
ROAD WORK
END
PHASING
R5-1 (30X30)
R5-1 (30X30)
TYPE III BARRICADE
PLACE ON
R11-2 (48X30)
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
4. MAINTAIN LOCAL BUISNESS ACCESS
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR EAST LEG VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT PROJECT.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:49 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_02
18877_PHASING_P1_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 10/18/2016 119
C1-315
C1-315
32
+
00
33
+
00
9
+
00
10
+
00
11+00
MATCH LINE SEE SHEET 3
of 20
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 2
PHASING PLAN - PHASE 1
PLACE AT STA 28+06
W20-1 (36X36)
W1-4r (36X36)
W1-4r (36X36)
G20-2 (36X18)
ROAD WORK
END
R1-1 (30X30)
R3-2 (24X24)
NOTES:
PHASING
LEGEND
DETOUR PAVEMENT
IN PRIOR PHASE
DETOUR PAVEMENT CONSTRUCTED
CURRENT PHASE CONSTRUCTION
BUILT IN PRIOR PHASE
PROPOSED CONSTRUCTION
R3-2 (24X24)
3. REMOVE ALL CONFLICTING PAVEMENT MARKINGS.
2. REFER TO DETOUR PLAN SHEET FOR WESTBOUND VINE DRIVE CLOSURE.
COUNTY PROJECT 1153-094. FOLLOW DETOUR PLANS FOR THAT CONSTRUCTION.
1. NORTH PART OF CONSTRUCTION ON SHIELDS STREET IS PART OF LARIMER
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:31 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_P1_01
18877_PHASING_P1_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
DRAINAGE EASEMENT
TRACT A IS A UTILITY
10/18/2016 118
C1-315
C1-315
CHERRY ST.
COLUMBINE CT. MAPLE ST.
JUNIPER CT.
TAFT HILL RD.
FREY AVE
BRYAN AVE.
FISHBACK AVE.
LYONS ST.
PEARL ST.
B
C
C
B
B
PLACE
GRIFFIN
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:37:04 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_PHASING_DETOUR
18877_PHASING_DETOUR
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 116
10/18/2016
C1-315
C1-315
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
115
10/18/2016
C1-315
C1-315
+
00
10
+
00
1
1
+
0
0
12
+
00
13
+
00
0' 20' 40' 80'
D1-1 (60X12)
W11-2 (30X30)
15
W11-2 (30X30)
W16-7pL (24X12)
(24X12)
W16-7pL
(18X24)
SPECIAL (24X24)
W13-P
(30X30)
W2-6
(12X36)
OM-3L
(24X30)
R4-7
(30X30)
W3-2
MOD (24X18)
W16-12P
of 5
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 2
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
3
MATCH LINE SEE SHEET 5
REMOVE
6
'
SIGNING & STRIPING PLAN SHEET
TRAFFIC
R1-2 (36X36X36)
R1-2 (36X36X36)
(24X30)
R3-16a
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:37 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_04
18877_SIGNING_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
114
10/18/2016
C1-315
C1-315
3.01
3.04
8
8
3.06
S
H
I
EL
D
S
S
T
0' 20' 40' 80'
DWS
JAI
VINE & SHIELDS
3
9
+
00
34
+
00
10
+
00
33
+
00
V
I
N
E
D
R
.
W11-2 (30X30)
W16-7pL (24X12)
W2-6 (30X30)
15
W13-P (24X24)
W3-2 (30X30)
W16-12P MOD (24X18)
(2) D1-1 (60X12)
W11-2 (30X30)
W16-7pL (24X12)
SPECIAL (18X24)
(12X36)
OM-3L
(24X30)
R4-7
of 5
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
4
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
2
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
1
REMOVE
REMOVE
REMOVE
SIGNING & STRIPING PLAN SHEET
TRAFFIC
RELOCATE
RELOCATE
MATCH EXISTING STRIPING
STA 7+55
8
+
00
7
+
00
R1-2 (36X36X36)
R1-2 (36X36X36)
R3-16a (24X30)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:21 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_03
18877_SIGNING_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE 5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
113
10/18/2016
C1-315
C1-315
+
00
9
+
00
10
+
00
11+00
W2-6 (30X30)
15
W13-P (24X24)
W3-2 (30X30)
W16-12P MOD (24X18)
W11-2 (30X30)
W16-7pL (24X12)
(2) D1-1 (60X12)
SPECIAL (18X24)
of 5
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 3
TRAFFIC
REMOVE
R3-17 (24X18)
W16-7pL (24X12) OM-3L (12X36)
MATCH EXISTING STRIPING
STA 36+28
(24X30)
R4-7
(30X30)
W11-2
SIGNING & STRIPING PLAN SHEET
BIKE LANE
R1-2 (36X36X36)
R1-2 (36X36X36)
R3-16a (24X30)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:36:03 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_02
18877_SIGNING_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
112
10/18/2016
C1-315
C1-315
9
6
9
6
6
17
'
STA 30+17 LT 12
MATCH EXISTING STRIPING
3
1.01
1.02 1.03
1.04
1.05
1.06
1.07
1.08 1.09
1.10
1.11
1.12
1.14
1.15
1.17
1.18
1.20
1.21
1.22
1.13
1.16
1.19
4
4
VINE & SHIELDS
1
VINE DR.
SHIELDS ST
JAI
DWS
0' 20' 40' 80'
30
+
00
31
+
00
33
+
00
9
+
00
10
+
00
(2) D1-1 (12X60)
W16-7pL (24X12)
W11-2 (30X30)
R4-7 (24X30)
15
W13-P (24X24)
SPECIAL (18X24)
(30X30)
W11-2
(24X12)
W16-7pL
(30X30)
W3-2
MOD (24X18)
W16-12P
of 5
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
TRAFFIC
SIGNING & STRIPING PLAN SHEET
PLACE
REMAIN IN
REMOVE
Vine Drive
REMOVE
N. Shields St.
32
+
00
(30X30)
W2-6
RELOCATE
RELOCATE
OM-3L (12X36)
REMOVE
N. Shields St.
REMOVE
5A
10
5A
10
5A
10
MATCH EXISTING STRIPING
STA 28+98
5A
29
+
00
R1-2 (36X36X36)
R1-2 (36X36X36)
R6-4b (52x24)
(24x30)
R3-16a
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:35:46 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_SIGNING_PLAN SHEET_01
18877_SIGNING_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
NOTES
SANDBLASTED ONLY.
SHALL BE WATER BLASTED OR
REMOVAL OF PAVEMENT MARKINGS
ENGINEER PRIOR TO CONSTRUCTION.
BE VERIFIED AND APPROVED BY THE
REMOVALS AND INSTALLATIONS SHALL
ALL LOCATIONS OF PAVEMENT MARKING
SUBSEQUENTLY REVISED.
INSTALLED PER S-627-1, AS
ALL PAVEMENT MARKINGS SHALL BE
3.
2.
1.
LEGEND
1
2
3
4
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
EDGE LINE: SOLID WHITE, 4 IN.
WITH 30 FT. GAPS
4 IN WIDE - 10 FT. SEGMENTS
LANE LINE: BROKEN WHITE,
YELLOW, 4 IN. WIDE, 4 IN. APART
CENTER LINE: SOLID DOUBLE
5
7
5A
6
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
8 IN. WIDE
CHANNELIZING LINE: SOLID WHITE,
WITH 2 FT. GAPS
18 IN. WIDE - 12 IN. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WITH 4 FT. GAPS
4 IN. WIDE - 2 FT. SEGMENTS
DOTTED LINE: BROKEN WHITE,
WIDE
EDGE LINE: SOLID YELLOW, 4 IN.
WIDE
8
9
10
11
10 FT. SEGMENTS WITH 30 FT. GAPS
SOLID, BROKEN, 4 IN. WIDE -
CENTER LINE: DOUBLE YELLOW,
TALL, WIDTH VARIES (PER S-627-1)
PAVEMENT MESSAGE: WHITE, 8 FT.
MUTCD FIG. 3B-16)
TRIANGLE SYMBOL (PER
YIELD LINE: 12 IN. X 18 IN.
18 IN. WIDE
CROSSWALK LINE: SOLID WHITE
LCUASS DRAWING 1406)
20 FT. GAP, 72" ARROW (REFER TO
BIKE LANE MARKING: 48" SYMBOL,
111
10/18/2016
C1-315
C1-315
BY OTHERS
XCEL ELECTRIC
BEGIN PROPOSED
SEE IRRIGATION PLANS (TYP)
SEE IRRIGATION PLANS (TYP)
BY OTHERS
SS SERVICE
4" PVC
BY OTHERS
SS SERVICE
4" PVC
PR= 5006.27'
EX= 5006.34'
CONTRACTOR
-0.07' BY
TO BE ADJUSTED
CITY SS MH
EASEMENT
8' UTILITY
EXISTING ROW
PROPOSED ROW
0' 20' 40' 80'
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 9 of
S
H
I
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D
S
S
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C
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12
"
D
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A
13
+
60
VINE & SHIELDS
C
I
T
Y
8
"
P
V
C
SS
W
/
16
"
C
A
S
I
NG
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
104
10/18/2016
C1-315
C1-315
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
TO BE RELOCATED BY OWNER
AND LIGHT POLES (2)
PRIVATE UNDERGROUND ELECTRIC
ROW
PROPOSED
ELECTRIC TRANSFORMER
SEE IRRIGATION PLANS (TYP)
WATER CONST. DETAIL 3
BY CONTRACTOR PER CITY
AND 6" GATE VALVE & BOX
ASSEMBLY, 10 LF OF 6" WL
INSTALL CITY FIRE HYDRANT
EASEMENT
8' UTILITY
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 8 of
C
I
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Y
12
"
D
I
P
W
A
TE
R
X
C
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2
"
M
W
GA
S
S
H
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D
S
S
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0' 20' 40' 80'
M
A
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C
H
L
I
N
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S
H
I
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D
S
S
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E
E
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S
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A
10
+
80
M
A
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C
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S
H
I
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D
S
S
T
R
EET
S
T
A
13
+
60
T-1
G-4
CW-2
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
103
10/18/2016
C1-315
C1-315
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:14:11 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Shields Street South 2
Shields Street South 2
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
HCL SHIELDS STREET
EXISTING ROW
SECTION LINE
EASEMENT
6' UTILITY
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
EXISTING ROW
EXISTING ROW
CITY UNDERGROUND ELECTRIC
UNDERGROUND FIBER OPTIC
PLATTE RIVER POWER AUTHORITY
CENTURYLINK UNDERGROUND FIBER OPTIC
COMCAST UNDERGROUND TV CABLE
BY OWNER
AND TELEPHONE
SWITCH CABINET
CENTURYLINK
NO ADJUSTMENT REQUIRED
CENTURYLINK PEDESTALS
REQUIRED
NO ADJUSTMENT
CITY ELECTRIC VAULT
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 7 of
0' 20' 40' 80'
SHIELDS STREET
C
I
T
Y
8
"
W
A
TE
R
M
A
T
C
H
L
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S
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D
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S
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A
6
+
4
0
C
I
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Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
EL
M
S
T
R
EET
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
102
10/18/2016
C1-315
C1-315
UNDERGROUND FIBER OPTIC
PLATTE RIVER POWER AUTHORITY
EXISTING ROW
TO BE RELOCATED BY OWNER
UNDERGROUND TV CABLE
COMCAST PEDESTAL AND
SECTION LINE
EASEMENT
6' UTILITY
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
TELEPHONE NO CONFLICT
CENTURYLINK UNDERGROUND
EASEMENT
6' UTILITY
PROPOSED
PROPOSED ROW
EXISTING ROW
TO BE RELOCATED BY CITY
CITY UNDERGROUND ELECTRIC
SEE IRRIGATION PLANS
WATER CONST. DETAIL 3
BY CONTRACTOR PER CITY
AND 6" GATE VALVE & BOX
ASSEMBLY, 26 LF OF 6" WL
INSTALL CITY FIRE HYDRANT
BY CONTRACTOR
TO BE RESET
CITY WATER METER
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 6 of
0' 20' 40' 80'
M
A
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C
H
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S
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2
0
S
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C
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8
"
W
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8
"
W
A
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X
C
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4
"
M
W
GA
S
X
C
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4
"
M
W
GA
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M
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C
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D
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S
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S
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A
6
+
40
C
I
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Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
C
I
T
Y
UND
E
R
G
R
OUND
ELE
C
T
R
I
C
G-6
CW-7
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
101
10/18/2016
C1-315
C1-315
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20.0001 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:52 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Vine Drive East
Vine Drive East
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
LS09
LS10
U
T
I
L
I
T
Y
10'
PROPOSED ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
CONSTRUCTION
TEMPORARY
EXISTING ROW
PROPOSED ROW
HCL VINE DRIVE
REQUIRED
NO ADJUSTMENT
CITY SS MH
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
REQUIRED
NO ADJUSTMENT
CITY SS MH
REQUIRED
NO ADJUSTMENT
COMCAST PEDESTAL
EASEMENT
10' UTILITY
EXISTING ROW
SECTION LINE
EXISTING ROW
NO ADJUSTMENT REQUIRED
CITY ELECTRIC PEDESTAL
NO ADJUSTMENT REQUIRED
CENTURYLINK VAULT
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
REQUIRED
NO ADJUSTMENT
CITY WATER METER
ELECTRIC VAULT BY CITY
BE RELOCATED WITH
ELECTRIC CONDUIT TO
CITY 3-4" UNDERGROUND
BY OWNER
TO BE RELOCATED
ELCO WATER METER
PR= 5011.74'
EX= 5011.58'
+0.16' BY CONTRACTOR
TO BE ADJUSTED
CITY WATER MH
BY OTHERS
AND REPLACED
TO BE REMOVED
ELCO 14" WATER
9
JMB
JMB
UTILITY PLAN SHEET
UTILITY 5 of
X
C
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6
"
M
W
GA
S
0' 20' 40' 80'
VINE DRIVE
M
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20
X
C
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4
"
P
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GA
S
30
"
C
L
AY
S
S
EL
C
O
1
4
"
W
A
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R
CITY 12" DIP WATER
E
A
S
E
M
E
N
T
30
"
C
L
AY
SS
EL
C
O
1
4
"
W
A
TE
R
G-8
G-9
EW-5
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
100
10/18/2016
C1-315
C1-315
SIG
SIG
SIG
BOX
CONTROL
TRAFFIC
W
V
FIBER
TELP
TELP
EL
V
VAU
LT
F
I
B
E
R
ELV
W
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/9/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:13:43 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Utilities\Drawings\Intersection Center
Intersection Center
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
SECTION LINE
PROPOSED ROW
EXISTING ROW
HCL SHIELDS STREET
ELECTRIC
XCEL UNDERGROUND
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
12' UTILITY EASEMENT
6' UTILITY EASEMENT
PROPOSED ROW
ROW
EXISTING
ROW
EXISTING
HCL VINE DRIVE
TEMPORARY CONSTRUCTION EASEMENT
TO BE ADJUSTED BY CONTRACTOR
CITY WATER VALVES
TO BE RELOCATED BY OWNER
COMCAST PEDESTAL AND UNDERGROUND TV CABLE
TO BE RELOCATED BY OWNER
PRIVATE LIGHT POLE AND ELECTRIC
TO BE RELOCATED BY OWNER
CENTURYLINK UNDERGROUND TELEPHONE
TELEPHONE TO BE RELOCATED BY OWNER
CENTURYLINK PEDESTAL AND UNDERGROUND
VAULT AND UNDERGROUND FIBER OPTIC
RELOCATED PLATTE RIVER POWER AUTHORITY
AND UNDERGROUND ELECTRIC
RELOCATED CITY ELECTRIC VAULT
TO BE RELOCATED BY OWNER
AND UNDERGROUND TELEPHONE
CENTURYLINK VAULT TO BE REMOVED
RELOCATED BY OWNER
CABINET TO BE
CENTURYLINK SWITCH
TO BE RELOCATED BY OWNER
VAULT AND 144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
EASEMENT
CONSTRUCTION
TEMPORARY
ROW
PROPOSED
PROPOSED 9' UTILITY EASEMENT
BY CONTRACTOR
TO BE REMOVED
& 20 LF OF 6" WL
CITY FIRE HYDRANT
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
LINE
SECTION
UTILITY EASEMENT
PROPOSED 6'
THE CITY
RELOCATED BY
ELECTRIC TO BE
AND UNDERGROUND
CITY ELECTRIC VAULT
THE CITY
RELOCATED BY
ELECTRIC TO BE
AND UNDERGROUND
CITY ELECTRIC VAULT
CONTRACTOR
REMOVED BY
SIGNAL TO BE
CITY TRAFFIC
TO BE CONSTRUCTED BY OTHERS
CITY 12" PVC WL
UNDERGROUND FIBER OPTIC
CENTURYLINK
PLANS (TYP)
SEE IRRIGATION
SEE DRAINAGE PLAN
PROPOSED UNDERDRAIN
BY CONTRACTOR
TO BE RESET
CITY WATER METER
PR= 5012.19'
EX= 5010.56'
BY CONTRACTOR
TO BE MODIFIED
CITY SS MH
PR= 5011.84'
EX= 5011.56'
+0.28' BY CONTRACTOR
TO BE ADJUSTED
CITY WATER MH
BY OTHERS
AND REPLACED
TO BE REMOVED
ELCO 14" WATER
BY OTHERS
BE REMOVED
OF 12" WL TO
VALVE & 32 LF
CITY 12" WATER
TO BE REMOVED BY OTHERS
CITY 10" WATER VALVE
TO BE REMOVED BY OTHERS
CITY WATER METER & 72 LF OF 6" WL
9
JMB
JMB
UTILITY PLAN SHEET
SHIELDS STREET
VINE DRIVE
UTILITY 4 of
X
C
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6
"
M
W
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A
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3
0
"
C
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16
"
W
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2
"
M
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GA
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CITY 8" W ATER
M
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9
+
20
DIP W ATER
CITY 12"
X
C
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4
"
M
W
GA
S
0' 20' 40' 80'
M
A
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C
H
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I
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S
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D
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10
+
80
TELE
P
HON
E
UND
E
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G
R
OUND
C
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U
R
Y
L
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NK
ELE
C
T
R
I
C
U
N
D
E
R
G
R
OU
N
D
X
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TELE
P
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UND
E
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C
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8
"
CW-5
CW-6
CW-4
E-3
T-4
EW-4
EW-3
G-7
CW-3
CW-1
E-2
G-2
EW-2
G-11
G-5
E-1
G-3
SS
C
L
AY
30
"
VINE & SHIELDS
T
O
B
E
A
B
ANDON
E
D
I
N
P
L
A
C
E
169
L
F
O
F
C
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Y
10
"
W
A
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R
L
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N
E
B
Y
O
T
H
E
R
S
T
O
B
E
R
E
M
OV
E
D
12
"
W
A
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L
I
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E
49
L
F
O
F
C
I
T
Y
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
99
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C1-315
RELOCATED BY OWNER
TV CABLE TO BE
COMCAST UNDERGROUND
RELOCATED BY OWNER
TELEPHONE TO BE
CENTURYLINK UNDERGROUND
NO CONFLICT
CENTURYLINK PEDESTAL
RELOCATED BY OWNER
TELEPHONE TO BE
AND UNDERGROUND
CENTURYLINK PEDESTAL
NO CONFLICT
COMCAST PEDESTAL
EASEMENT
6' UTILITY
EXISTING ROW
EASEMENT
CONSTRUCTION
TEMPORARY
EASEMENT
9' UTILITY
PROPOSED
BY THE CITY
UNDERGROUND ELECTRIC
RELOCATED CITY
FIBER OPTIC BY OWNER
POWER AUTHORITY
RELOCATED PLATTE RIVER
FIBER OPTIC BY OWNER
NEW POUDRE SCHOOL DISTRICT
FIBER OPTIC
UNDERGROUND
CENTURYLINK
SEE IRRIGATION PLANS
SEE IRRIGATION PLANS
(SEE NORTH SIDE OF VINE DRIVE)
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
SEE DRAINAGE PLAN
PROPOSED UNDERDRAIN
OF VINE DRIVE)
(SEE NORTH SIDE
RELOCATED BY CITY
ELECTRIC TO BE
CITY UNDERGROUND
FLOODWAY
100-YEAR
FLOODPLAIN
100-YEAR
FLOODWAY
100-YEAR
FLOODPLAIN
100-YEAR
SEE IRRIGATION PLANS
BY THE CITY
3/4" X 16" WET TAP
PR= 5010.17'
EX= 5010.10'
+0.07' BY CONTRACTOR
TO BE ADJUSTED
CITY SS MH
REPLACED BY OTHERS
TO BE REMOVED AND
ELCO 14" WATER
9
JMB
JMB
UTILITY PLAN SHEET
VINE DRIVE
UTILITY 3 of
30
"
C
L
AY
S
S
30
"
C
L
AY
SS
X
C
EL
6
"
M
W
GA
S
C
I
T
Y
16
"
W
A
TE
R
EL
C
O
14
"
W
A
TE
R
0' 20' 40' 80'
M
A
T
C
H
L
I
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E
V
I
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E
D
R
I
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E
S
T
A
32
+
00
EL
C
O
14
"
W
A
TE
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C
I
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Y
16
"
W
A
TE
R
X
C
EL
6
"
M
W
GA
S
SS
P
V
C
4
"
SS
P
V
C
4
"
30
"
C
L
AY
SS
C
I
T
Y
18
"
C
M
P
C
M
P
12
"
C
I
T
Y
C
O
M
C
A
S
T
UND
E
R
G
R
OUND
T
V
C
A
B
LE
C
E
N
T
U
R
Y
L
I
NK
UND
E
R
G
R
OUND
TELE
P
HON
E
M
A
T
C
H
L
I
N
E
V
I
N
E
D
R
I
V
E
S
T
A
29
+
20
S-1
G-12
EW-1
G-10
G-13
G-1
VINE & SHIELDS
NOTES
CONSTRUCTION CAN BEGIN IN THE 100-YEAR FLOODPLAIN.
1. A FLOOPLAIN USE PERMIT MUST BE APPROVED BEFORE
CONSTRUCTION CAN BEGIN IN THE FLOODWAY.
2. A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
98
10/18/2016
C1-315
C1-315
REQUIRED
NO ADJUSTMENT
CITY SS MH
UNDERGROUND BY OWNER
TO BE RELOCATED
XCEL OVERHEAD ELECTRIC
REQUIRED
NO ADJUSTMENT
CITY SS MH
BY THE CITY
UNDERGROUND ELECTRIC
RELOCATED CITY
FIBER OPTIC BY OWNER
POWER AUTHORITY
RELOCATED PLATTE RIVER
(SEE NORTH SIDE OF VINE DRIVE)
TO BE RELOCATED BY OWNER
144-STRAND FIBER BACKBONE
PLATTE RIVER POWER AUTHORITY
ELECTRIC
UNDERGROUND
CITY
FIBER OPTIC
UNDERGROUND
CENTURYLINK
FIBER OPTIC BY OWNER
NEW POUDRE SCHOOL DISTRICT
9
JMB
JMB
UTILITY PLAN SHEET
VINE DRIVE
UTILITY 2 of
C
I
T
Y
16
"
W
A
TE
R
EL
C
O
14
"
W
A
TE
R
0' 20' 40' 80'
30
"
C
L
AY
SS
C
E
N
T
U
R
Y
L
I
NK
UND
E
R
G
R
OUND
TELE
P
HON
E
M
A
T
C
H
L
I
N
E
V
I
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D
R
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S
T
A
29
+
20
C
I
T
Y
16
"
W
A
TE
R
EL
C
O
14
"
W
A
TE
R
C
O
M
C
A
S
T
UND
E
R
G
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OUND
T
V
C
A
B
LE
X
C
EL
6
"
M
W
GA
S
30
"
C
L
AY
SS
HANNA DRIVE
VINE & SHIELDS
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
97
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C1-315
C1-315
UNDERGROUND TV CABLE
UNDERGROUND TELEPHONE
SANITARY SEWER
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
2. SEE LANDSCAPE AND IRRIGATION PLANS FOR IRRIGATION AND IRRIGATION SLEEVING DESIGN.
1. SEE LIGHTING PLANS FOR LIGHT LOCATIONS AND ELECTRICAL DESIGN.
4. ELCO WATER LINE TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
3. SEE DRAINAGE PLAN FOR UNDERDRAIN DESIGN.
5. CITY WATER LINE TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
6. CITY LIGHT AND POWER RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
7. PLATTE RIVER POWER AUTHORITY AND POUDRE SCHOOL DISTRICT FIBER TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
8. CENTURYLINK FIBER AND TELEPHONE RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
9. COMCAST CABLE TV RELOCATIONS TO BE DESIGNED AND CONSTRUCTED BY OTHERS.
10. XCEL ENERGY TO DESIGN AND CONSTRUCT OVERHEAD ELECTRIC RELOCATIONS.
6. CITY MANHOLES, FIRE HYDRANTS, WATER METERS AND VALVE BOXES TO BE ADJUSTED OR RESET BY CONTRACTOR.
AGGREGATE BASE). FLOWFILL IS INCIDENTAL TO THE WORK AND WILL NOT BE PAID FOR SEPARATELY.
WITH FLOWABLE CONCRETE (FLOWFILL) FROM THE TOP OF UTILITY TO THE BOTTOM OF PAVING SECTION (BOTTOM OF
11. ALL UTILITY RELOCATIONS AND/OR UTILITY LOWERINGS WITHIN THE RIGHT OF WAY ARE REQUIRED TO BE BACKFILLED
EES
SOLUTIONS, INC.
& ENGINEERING
ENTITLEMENT
303-572-7997
www.ees.us.com
Denver, CO 80202
Suite 1575
518 17th Street
XCEL ENERGY
PLATTE RIVER POWER AUTHORITY (PRPA)
EAST LARIMER COUNTY (ELCO) WATER DISTRICT
COMCAST
CITY OF FORT COLLINS - WATER UTILITIES
CITY OF FORT COLLINS - STORMWATER
CITY OF FORT COLLINS - LIGHT AND POWER
CITY OF FORT COLLINS - FIBER OPTIC
CENTURYLINK
UTILITY OWNER
STEPHANIE RICH
MIKE SLAVICK
RANDY SIDDENS
DON KAPPERMAN
ANDREW GINGERICH
GLEN SCHLUETER
JANET MCTAGUE
CLINT REETZ
BILL JOHNSON
CONTACT
(970) 225-7828
(970) 229-5390
(970) 493-2044
(970) 567-0245
(970) 221-6232
(970) 224-6065
(970) 224-6154
(970) 221-6326
(970) 490-7501
WORK
STEPHANIE.RICH@XCELENERGY.COM
SLAVICKM@PRPA.ORG
RANDYS@ELCOWATER.COM
DON_KAPPERMAN@CABLE.COMCAST.COM
AGINGERICH@FCGOV.COM
GSCHLUETER@FCGOV.COM
MCTAGUE@FCGOV.COM
CREETZ@FCGOV.COM
WILLIAM.JOHNSON2@CENTURYLINK.COM
E-MAIL
96
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IR3.1
IRRIGATION SHEET INDEX
IR2.5
IR2.2
IR2.3
IR2.6 IR2.4
CONTACT INFORMATION
84
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FINISHED GRADE OF
MULCH SURFACE
+/- 2'-0"
VARIES - SEE PLAN
6", MIN.
6", TYP.
SET BOTTOM LAYER OF
BOULDERS 1'-0" BELOW
FINISHED GRADE OF
MULCH SURFACE, TYP.
1
83
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CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
CHEROKEE SUPPLIED BY THE ROCK GARDEN (FT COLLINS) OR SIMILAR
EARTH TONE COBBLE RIVER ROCK BOULDERS
EARTH TONE COBBLE RIVER ROCK BOULDERS
LANDSCAPE BOULDER CHART:
2 1
82
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TO ELIMINATE SETTLING
2 1
81
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C1-315
APPLICATIONS AND 6" HIGH SAUCER IN
PLANTING BED
EASE BACK SLOPE ON UPHILL SIDE, WHERE
APPLICABLE.
(3) 1"x2"x18" STAKES TO ANCHOR GUYS.
REMOVE ALL ROPE, TOP 1/3 OF BURLAP AND
TOP BASKET
SCARIFY SIDES OF HOLE PRIOR TO
BACK FILLING.
BACK FILL MIX.:
75% NATIVE SOIL EXCAVATED FROM PIT
25% ORGANIC COMPOST
NOTE: IF HOLE IS TOO DEEP, ANY SOIL ADDED
TO RAISE THE ROOT BALL SHOULD BE COMPACTED.
UNDISTRUBED SOIL.
NOTE:
1. COST FOR EXCAVATION, BACKFILL
MATERIAL, MULCH AND STAKING SHALL BE
INCLUDED IN THE COST FOR THE TREE.
2 1
80
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C1-315
1 CPY
3 JCA
4 RFG
3 PAH
HARDSCAPE TREATMENT
SEE CIVIL PLANS
3 HS0
3 CAK
3 ARC
3 PAH
3 ARC
3 SCP
Scale: 1" = 10'-0"
0 5 10 20
79
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C1-315
C1-315
C1-315
STREET
3 FGB
2 PFD
Scale: 1" = 20'-0"
0 10 20 40
MATCHLINE - SEE SHEET L2.2
73
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24" o.c.
24" o.c.
24" o.c.
24" o.c.
24" o.c.
24" o.c.
Juniperus procumbens 'Green Mound'
Green Mound Juniper
4
JPG
5 gal. 6' o.c.
Picea pungens 'Waldbrunn'
Waldbrunn Spruce
15
PPW
JCA Juniperus communis Alpine Carpet 5 gal. 4' o.c.
Alpine Carpet Juniper
Juniperus horizontalis 'Wiltonii'
Wilton Carpet Juniper
JHW
4' o.c.
Ribes alpinum 'Green Mound'
Green Mound Currant
RAG 8 5 gal. 3' o.c.
Rosa Flower Carpet Amber
Flower Carpet Amber Rose
RFC 1 5 gal. 3' o.c.
Syringa patula 'Miss Kim'
Miss Kim Dwarf Lilac
SPM 6 5 gal. 4' o.c.
Potentilla fruticosa davurica 'Prairie Snow'
Prairie Snow Potentilla
PFP 7 5 gal. 4' o.c.
PERENNIALS (1 GALLON CONTAINER) - ITEM NUMBER 214-00910
Festuca glauca 'Boulder Blue' 37 1 gal. 24" o.c.
Boulder Blue Fescue Grass
FGB
72
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C1-315
Cytisus scoparius 'Burkwoodii'
Burkwoodii Red Broom
CSB 2 5 gal. 5' o.c.
Caragana pygmaea
Pygmy Peashrub
CPY 4' o.c.
Cornus sericea 'Kelseyi' 16 5 gal.
Kelsey Dwarf Dogwood
CSK 3' o.c.
Ligustrum vulgare 'Lodense"
Lodense Privet
LVL 22 5 gal. 4' o.c.
Potentilla fruticosa Dakota Sunspot
Dakota Sunspot Potentilla
PFD 8 5 gal. 3' o.c.
Perovskia atriplicifolia 'Little Spire'
Little Spire Russian Sage
PAL 6 5 gal. 3' o.c.
Amelanchier alnifolia 'Regent'
Regent Serviceberry
AAR 1 5 gal. 6' o.c.
Artemisia cana
Silver Sagebrush
ARC 17 5 gal. 3' o.c.
71
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501
0
5010
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
3
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
SF
SF
SF
SF
SF
SF
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
Notes:
from the City of Fort Collins
Seeding Mix Design to be obtained
LDA
LDA
LDA
LDA
LDA
LDA
FINAL EROSION CONTROL PLAN
EROSION 67
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C1-315
C1-315
5
5
00
6
5
0
06
5007
5007
5007
5007
5007
5
0
08
5
008
5008
5008
5008
5008
5
0
08
5
00
9
5009
5
0
0
9
5009
5
00
9
5009
5009
5009
50
1
0
5010
5
0
10
5
0
1
0
5
010
5
0
10
5010
501
0
5010
5
0
10
5011
50
11
5
0
11
5011
5011
501
1
5012
5012
5
0
1
2
5012
5
012
5013
ELP
TELP
T
TVP
WV
H
Y
D
5006
5
0
06
50
0
7
50
0
7
5
0
07
5008
5
00
8
5008
50
0
8
5009
5009
STA. 5+38 LT
INLET PROTECTION
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:34:05 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 02
18877_GESC Sheet 02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TRAVPT PK
TRAVPT-PK
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
5010
5010
501
0
5010
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
2
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
IP
IP
SF
SF
SF
SF
SF
SF
SSA
VTC
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
CWA
GB GB
GB GB
GB
GB
GB
GB
GB GB GB
GB
GB GB
GB GB
GB GB
GB
GB
GB
GB
GB
LDA
LDA
LDA
LDA
LDA
LDA
INTERIM EROSION CONTROL PLAN
EROSION 66
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5
5
00
6
5
0
06
5007
5007
5007
5007
5007
5
0
08
5
008
5008
5008
5008
5008
5
0
08
5
00
9
5009
5
0
0
9
5009
5
00
9
5009
5009
5009
50
1
0
5010
5
0
10
5
0
1
0
5
010
5
0
10
5010
501
0
5010
5
0
10
5011
50
11
5
0
11
5011
5011
501
1
5012
5012
5
0
1
2
5012
5
012
5013
ELP
TELP
T
TVP
WV
H
Y
D
5006
5
0
06
50
0
7
50
0
7
5
0
07
5008
5
00
8
5008
50
0
8
5009
5009
STA. 5+38 LT
INLET PROTECTION
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:33:48 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GESC Sheet 01.dgn
18877_GESC Sheet 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TRAVPT PK
TRAVPT-PK
8
+
00
9
+
00
10
+
00
11+00
12+00
34
+
00
35
+
00
33
+
00
32
+
00
31
+
00
30
+
00
29
+
29 12
+
12
13+00
14+00
15+00
16+00
17+00
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
1
BSH
RMC
of 3
VTC VEHICLE TRACKING CONTROL
SM SEEDING AND MULCHING
SF SILT FENCE
EROSION CONTROL BLANKET
BMP LEGEND
CWA CONCRETE WASHOUT AREA
ECB
GB
SSA STABILIZED STAGING AREA
LDA
OF CONSTRUCTION
AREA OUTSIDE LIMITS
EXISTING 1' CONTOUR
EXISTING 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED 5' CONTOUR
IP
IP
SF
SF
SF
SF
SF
SF
SSA
VTC
LIMITS OF DISTURBED AREA
IP INLET PROTECTION
GRAVEL BAG
CWA
LDA
LDA
LDA
LDA
LDA
LDA
EROSION
INITIAL EROSION CONTROL PLAN
MAINTENANCE SHALL BE INCLUDED IN THE COST OF THE BMP DEVICE.
SEDIMENT (EQUIPMENT) AND 208 REMOVAL AND DISPOSAL OF SEDIMENT (LABOR). ALL OTHER BMP
B. BMP SEDIMENT REMOVAL AND DISPOSAL SHALL BE PAID FOR AS: 208 REMOVAL AND DISPOSAL OF
CONDITIONS.
FOR ALL BMPS SHOWN ABOVE ARE ESTIMATED, AND HAVE BEEN INCREASED FOR UNFORESEEN PROJECT
THAT ARE BEYOND THEIR USEFUL SERVICE LIFE, SEE SUBSECTION 208.03 AND 208.04 (E). QUANTITIES
MAPS SHALL BE REQUIRED ON THE PROJECT FOR UNFORESEEN CONDITIONS AND REPLACEMENT OF ITEMS
A. IT IS ANTICIPATED THAT ADDITIONAL BMPS AND BMP QUANTITIES NOT SHOWN ON THE SWMP SITE
NOTES:
GB
GB
GB GB
GB
GB
GB GB
GB
GB
GB
GB
GB
GB GB GB
GB GB
GB GB
GB
GB GB
GB GB
65
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TELP
TELP
TELP
W
ELV
INV S (12" CMP)=5006.33
EX INLET
EX 18" CMP=5005.95
EX 12" CMP=5006.03
EX 18" PIPE=5004.81
INV. 5007.77
STA 31+60.69, 3.43' RT
C/O
@ 1.7%
72.0 LF 4" PERF UD
INV. 5008.96
STA 32+32.36, 0.80' RT
C/O
@ 2.6%
66.5 LF 4" SOLID UD
INV = 5010.67
STA 32+98.67, 6.90' RT
C/O
@ 1.7%
PIPE UNDERDRAIN
112.5 LF 4 INCH NON-PERFORATED
100 YEAR CITY FLOODWAY
100 YEAR CITY FLOODPLAIN
(DAYLIGHT)
APPOX 44.3 LF OF 4" PVC
VINE & SHIELDS
4
VINE DR.
SHIELDS ST
BSH
DWS
UNDERDRAIN DETAILS
30
+
00
31
+
00
32
+
00
DRAIN of 4
CAN BEGIN IN THE FLOODWAY.
2 .A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1. A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 10/18/2016
Horiz. Scale:1:30 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
JMBurch 7:27:56 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Underdrain Details.dgn
18877_Underdrain Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
W
TELP
TELP
EL
V
TELP
V
A
U
L
T
F
I
B
E
R
ELV
62
10/18/2016
C1-315
C1-315
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:2 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:57 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CURB CUT & SED CATCH
DETAILS
18877_RDWY_CURB CUT & SED CATCH DETAILS
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 61
10/18/2016
C1-315
C1-315
STA 15+78.05, 29.11' LT
GUTTER FLOW LINE
2
'
R
ELEV = 5006.42
STA 14+96.51, 32.16' LT
GUTTER FLOW LINE
TYPE 2 (SECTION II-B)
CURB & GUTTER
ELEV = 5006.42
STA 14+92.55, 4.43' RT
GUTTER FLOW LINE
ELEV = 5006.41
STA 14+94.09, 3.71' RT
GUTTER FLOW LINE
TYPE 2 (SECTION II-B)
CURB & GUTTER
TYPE 2 (SECTION II-B)
CURB & GUTTER
ELEV = 5006.41
STA 14+98.04, 32.87' LT
GUTTER FLOW LINE
ELEV = 5005.97
STA 15+34.84, 31.46' LT
GUTTER FLOW LINE
ELEV = 5005.94
STA 15+38.64, 28.87' LT
GUTTER FLOW LINE
ELEV = 5005.97
STA 15+34.47, 5.60' RT
GUTTER FLOW LINE
ELEV = 5005.94
STA 15+38.27, 8.18' RT
GUTTER FLOW LINE
5
'
R
2
'
R
5
'
R
1
'
R
2
'
R
1
'
R
2
'
R
1
'
R
2
'
R
2
'
R
1
'
R
VINE & SHIELDS
2
BSH
DWS
of 4
CURB CUT & SEDIMENT CATCH PLAN
A
A
B B
VARIES
VARIES
VARIES
VARIESVARIES
VARIES
VARIES
VARIES
0
.
54
%
0
.
54
%
0
.
5
4
%
0
.
54
%
SHIELDS ST
0' 2.5' 5' 10'
SHIELDS ST
0' 2.5' 5' 10'
SHIELDS ST
SHIELDS ST
0' 2.5' 5' 10'
0' 2.5' 5' 10'
www.wilsonco.com DRAIN
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:5 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:44 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_CURB CUT & SED CATCH
PLAN.dgn
18877_RDWY_CURB CUT & SED CATCH PLAN.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 60
10/18/2016
C1-315
C1-315
:
1
5007
5008
5009
5006
5008
5009
5009
EXISTING ROW
CONC. SIDEWALK (6 INCH)
50
10
5010
5010
5
01
0
5010
5010
ELEV.=5011.20
STA. 32+21.21,Lt. 26.78 LT
DITCH FL
ELEV.=5010.00
STA. 31+59.88,Lt. 27.27 LT
DITCH FL
ELEV.=5010.40
STA. 31+84.39,Lt. 28.03 LT
DITCH FL
ELEV.=5009.52
STA. 31+14.19,Lt. 16.38 LT
DITCH FL
3' CURB CUT
ELEV. = 5008.74
30+16.82, Lt. 28.74
END GUTTER SPECIAL
GUTTER (SPECIAL)
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
THICKENED EDGE
GUTTER (SPECIAL)
COMPACTED EARTH
RIPRAP DETAIL
6" OF GROUND COVER
6" FILTER MATERIAL (CLASS A)
6'x6'x1.5' OF RIPRAP (9 INCH)
CAN BEGIN IN THE FLOODWAY.
2.A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1.A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
4
:
1
AND REINFORCING STEEL
2. SEDIMENT CATCH BASIN SHALL BE PAID FOR AS CONCRETE CLASS D
1. GUTTER (SPECIAL) SHALL BE PAID FOR AS CONCRETE CLASS D
NOTES:
FLOW FLOW
ABC CLASS 6
FILLED WITH PEA GRAVEL
4" PVC WEEPHOLES
(1) #5 REBAR O.C.
EQUALLY SPACED
(8) #5 REBAR
SEDIMENT CATCH PROFILE
SEDIMENT CATCH PLAN
(1) #5 REBAR O.C.
EQUALLY SPACED
(8) #5 REBAR
FLOW
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:28 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Drainage Run Down Details.dgn
18877_Drainage Run Down Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
TELP
TELP
59
10/18/2016
C1-315
C1-315
TOP VIEW
SIDE VIEW
BOTTOM VIEW
30°
TOP VIEW
SIDE VIEW
BOTTOM VIEW
2"
1"
12"
6"
6"
12"
6"
2"
12"
(MIN)
20"
ART FOUND 1
NOT SHOWN
WELD PLATES
SCALE 1/4" = 1'
CONCEPT FOUNDATION ELEVATION VIEW
#5 REBAR 10" C/C EACH WAY 2" COVER.
TOP REBAR GRID:
#3 REBAR 12" C/C AROUND PERIMETER
REBAR SHEAR STIRRUPS:
52"ß #5 REBAR PERIMETER, TOP AND BOTTOM GRID
#5 REBAR 10" C/C EACH WAY 3" COVER.
BOTTOM REBAR GRID:
(1) HOOPS 12" C/C AND (2) HOOPS 24" C/C
3" C/C JUST BELOW VERTICAL BENDS, (2) HOOPS 6" C/C,
#3 REBAR 11"ß (MAX) TO MAINTAIN 3" COVER. (3) HOOPS
CONTAINMENT HOOPS:
COMPACTED TO 95% PROCTOR CAPACITY.
SOILS SURROUNDING FOUNDATION SHALL BE UNDISTRUBED SOIL OR SOIL
REINFORCING STEEL.
REBAR: GRADE 60 (MIN) - ALL REBAR SHALL CONFORM TO SECTION 602
SECTION 601 STRUCTURAL CONCRETE.
CONCRETE: F'(C) = 3000 PSI (MIN) - ALL CONCRETE SHALL CONFORM TO
MAINTAIN ACI 318 MINIMUM COVER.
PLATE FLUSH TO UPPER SLAB SURFACE WTIH RODS BETWEEN GRIDS.
PERIMETER SHEAR STIRRUPS. WELD PLATES SHOULD BE SUSPENDED WITH
CHAIRS AND HORIZONTAL CAGE ON SPACERS. ADD UPPER GRID WITH
SUSPEND ASSEMBLY IN DRILLED PIER AND TOP SLAB WITH GRID ON 3"
WE SUGGEST ASSEMBLY OF VERTICAL CAGE AND LOWER GRID IN A SHOP.
FROM SIDES AND BOTTOM.
(1) HOOPS 12" C/C AND (2) HOOPS 24" C/C. MAINTAIN 3" COVER
(3) HOOPS 3" C/C JUST BELOW VERTICAL BENDS, (2) HOOPS 6" C/C.
CONTAINMENT HOOPS: #3 REBAR 11"ß (MAX) TO MAINTAIN 3" COVER
BETWEEN UPPER AND LOWER GRIDS.
18" MINIMUM FROM VERTICAL AXIS (ABOUT 6" FROM PERIMETER),
REBAR HOOPS, MINIMUM BEND TO HORIZONTAL, EXTEND HORIZONTALLY
VERTICAL REBAR: (6) #6 REBAR VERTICAL IN PIER, TIE INSIDE #3
18"ß X 7' REINFORCED CONCRETE PIER.
SHEAR STIRRUPS 12" C/C AROUND PERIMETER REBAR.
COVER. #5 REBAR PERIMETER 52"ß EACH GRID. #3 REBAR
BOTTOM GRID: #5 REBAR 10" C/C EACH WAY 3" BOTTOM
TOP GRID: #5 REBAR 10" C/C EACH WAY 2" TOP COVER
5'ß X 12" REINFORCED CONCRETE BASE.
CONCRETE FOUNDATION SPECIFICATIONS:
MATERIAL.
AND STRUCTURAL TO WELDABLE
ALL WELDS MUST BE QUALIFIABLE
STEEL PLATE
0.5" (MIN) A36
STEEL ROD
A325 OR SIMILAR
WELDABLE REBAR,
0.75"ß A706
MAINTAIN 3" COVER FROM SIDES.
VERTICAL AXIS (ABOUT 6" FROM PERIMETER).
EXTEND HORIZONTALLY 18" MINIMUM FROM
REBAR HOOPS, MINIMUM BEND TO HORIZONTAL,
(6) #6 REBAR VERTICAL IN PIER, TIE INSIDE #3
VERTICAL BARS:
PCF LATERAL FLUID EQUIVALENT PRESSURE.
MAX BEARING FOR DL + 1/2 LL AND 35
FOOTING DESIGN BASED ON 1500 PSF
REASONABLE WEIGHT ESTIMATES
40 PSF OCCUPANCY LIVE LOAD
30 PSF ROOF LOAD SNOW LOAD
100 MPH - EXP B WIND LOAD
2012 IRC CODE AND METHODS
DESIGN BASED ON:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 5/8/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 2:23:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Art Foundation Details.dgn
18877_Art Foundation Details.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 58
10/18/2016
C1-315
C1-315
P
T
501
+
89
.
08
P
O
E
502
+
10
.
26
P
I
501
+
76
.
75
5005
5010
5015
5020
5005
5010
5015
5020
500+00 500+50 501+00 501+50 502+00 502+50
Wall_NE
VPI=500+00.00
EL.=5011.39'
VPI=500+10.00
EL.=5011.37'
VPI=500+20.00
EL.=5011.36'
VPI=500+40.00
EL.=5011.30'
VPI=500+50.00
EL.=5011.12'
VPI=500+60.00
EL.=5010.93'
VPI=500+70
.
00
EL
.
=5010
.
76'
VPI=500+80.00
EL.=5010.59'
VPI=501+00.00
EL.=5010.24
'
VPI=501+20.00
EL
.
=5010.06'
VPI=501+40.00
EL.=5009.66'
VPI=501+65
.
37
EL.=5009.55
'
VPI=501+83.36
EL
.
=5009.31'
VPI=502+00.00
EL.=5009
.
20'
VPI=502
+
10.26
EL.=5009
.
09'
VPI=500+10.00
EL.=5011.94'
VPI=500+20.00
EL.=5011.99'
VPI=500+30.00
EL.=5012.04'
VPI=500+40.00
EL.=5012.11'
VPI=500+50.00
EL.=5012.19'
VPI=500+60.00
EL.=5012.20'
VPI=500+70.00
EL
.
=5012
.
12'
VPI=500+80.00
EL.=5011.94'
VPI=500+90.00
EL.=5011.72
'
VPI=501+00
.
00
EL.=5011.49'
VPI=501+10.00
EL
.
=5011
.
13'
VPI=501+20.00
EL.=5010.87'
VPI=501+30.00
EL.=5010.63
'
VPI=501+40
.
00
EL
.
=5010.42'
VPI=501+60.00
EL.=5010.19'
VPI=501+80.00
EL.=5009.91
'
VPI=501+90.00
EL.=5009
.
73
'
VPI=502+00.00
EL.=5009
.
55
'
VPI=502+01.61
EL.=5
0
09.52'
VPI=
5
02+10.26
VINE & SHIELDS
MINOR WALL & FENCE DETAILS
BSH
DMZ
FENCE 2 OF 2
0' 10' 20' 40'
VPI=500+00.00
EL.=5011.89'
EL.=5
0
09.59'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3
:
32:13
PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_V
i
ne_Sh
i
elds_In
t
ersec
t
ion\00000\Design\Drawings\18877_FENCE DETAILS_02.dgn
18877_FENCE DETAILS_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 57
10/18/2016
C1-315
C1-315
1• " 1• "
‚
Ò ‡"Ý Holes
P L 1"
Post
Vertical
Ò W5x16
L 3"x2"x‚"
Bottom Rail
L 3"x2"x‚"
Bottom Rail
C
SECTION
12" Max. ‚
Spa. @
L 3x2x‚"
(Bottom Rail Similar)
Top of Minor Wall
CURB ANCHOR / MINOR WALL DETAIL
Notes:
Top of Minor Wall
L
‚
Typ.
Vertical Rail
(Typ.)
Screws w/Lockwasher
Button Head Cap
•"Ýx2" HS
(Typ.)
Vertical Post
W5x16
(Typ.)
Slotted Hole
w/1" Horiz.
P …x3x3ƒ"
Ò W5x16
of Post
Traffic Face
Middle Rail
Horizontal
Bottom Rail Shown
Horiz. Top or
of 2
BSH
DMZ
1
VINE & SHIELDS
MINOR WALLS AND FENCE DETAILS
9.
8.
7.
6.
5.
4.
3.
2.
1.
(CY) and reinforcing steel (LB).
Minor wall shall be paid for as concrete class D
for approval.
Fabricator shall supply shop drawings to Engineer
or 50 ksi.
Plates shall be ASTM A-709 (AASHTO M-270) Fy=36
snug only.
All bolts that have lockwashers shall be tightened to
Anchor bolt shall adhere to ASTM F-1554 Grade 36.
Section 522, Duplex Coating System.
accordance with the Project Special Provisions,
be painted (powder coated) after fabrication in
All Pedestrian Railing (Steel) (Special) materials shall
and erection.
washers shall be galvanized prior to painting
All anchor bolts, miscellaneous bolts, nuts and
from test panels provided by the contractor.
595B Color No. 37030, and is to be selected
be painted Black, equivalant to Federal Standard
Pedestrian Railing (Steel) (Special) components shall
and barrier plumb.
be 10'-0" max. Set all vertical elements of fence
Pedestrian Railing (Steel) (Special) post spacing shall
www.wilsonco.com FENCE
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:32:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_FENCE DETAILS_01.dgn
18877_FENCE DETAILS_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Anchor Plate
P L 7"x7"x1"
Anchor Bolt
Ò ƒ"Ýx8" Post
Vertical
W5x16
2%
Concrete Sidewalk
12
:
1
‚
3 places
#4 4 Total
L #4 @ 12"
(Match Exist. Elevation)
Asphalt Patching
56
10/18/2016
C1-315
C1-315
Unit Information
bshearn 3:31:50 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_03.dgn
18877_DRIVEWAY_SHEET_03.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0
+
00
0
+
20
0
+
40
0
+
60
P
O
B
0
+
00
.
00
P
O
E
0
+
66
.
00
13+00
0
+
00
0
+
20
0
+
40
0
+
60
P
O
B
0
+
00
.
00
P
O
E
0
+
66
.
00
15+00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
of 3
BSH
DMZ
3
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5005
5010
0+00 0+50 1+00
5005
5010
5005
5010
0+00 0+50 1+00
14+73.51 LT
DRIVEWAY PROFILE
SHIELDS ST.
13+17.36 LT
DRIVEWAY PROFILE
SHIELDS ST.
VPI=0+24.00
EL.=5006.75'
VPI=0+26.00
EL.=5006.58'
VPI=0+36.00
EL.=5007.42'
VPI=0+42.00
EL.=5007.54'
VPI=0+48.06
EL.=5008.02'
-
2
.
00
%
8
.
33
%
2
.
00
%
8
.
00
%
VPI=0+24.00
EL.=5007.68'
VPI=0+26.00
EL.=5007.51'
VPI=0+36.00
EL.=5008.34'
VPI=0+42.00
EL.=5008.46'
VPI=0+48.28
EL.=5009.09'
-
2
.
00
%
8
.
33
%
2
.
00
%
10.00
%
VPI=0+00.00
CL SHIELDS STREET
EL.=5007.23'
VPI=0+00.00
CL SHIELDS STREET
EL.=5008.16'
ROW
EXISTING
ROW
PROPOSED
EASEMENT
TEMP CONST.
EASEMENT
TEMP CONST.
ROW
PROPOSED
ROW
EXISTING
SHIELDS ST STA 13+17 & STA 14+74
0' 10' 20' 40'
0' 10' 20' 40'
SHIELDS ST
SHIELDS ST
55
10/18/2016
C1-315
C1-315
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:35 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_02.dgn
18877_DRIVEWAY_SHEET_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0
+
00
0
+
20
0
+
40
0
+
60
P
O
E
0
+
63
.
50
12+00
0
+
00
0
+
20
0
+
40
0
+
60
P
O
E
0
+
66
.
00
12+00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200
of 3
BSH
DMZ
2
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5005
5010
0+00 0+50 1+00
5005
5010
5005
5010
0+00 0+50 1+00
12+16.36 LT
DRIVEWAY PROFILE
SHIELDS ST.
EASEMENT
TEMP CONST.
ROW
PROPOSED
11+75.14 RT
DRIVEWAY PROFILE
SHIELDS ST.
ROW
PROPOSED
EASEMENT
TEMP CONST.
VPI=0+00.00
VPI=0+24.00
EL.=5008.59'
VPI=0+26.00
EL.=5008.42'
VPI=0+36.00
EL.=5009.13'
VPI=0+42.00
EL.=5009.25'
VPI=0+45.51
EL.=5009.04'
-
2
.
00
%
7
.
06
%
2
.
00
%
-
6.0
0
%
VPI=0+24.00
EL.=5008.22'
VPI=0+26.00
EL.=5008.05'
VPI=0+36.00
EL.=5008.47'
VPI=0+42.00
EL.=5008.59'
VPI=0+47.00
EL.=5008.74'
-
2
.
00
%
4
.
21
%
2
.
00
%
2
.
93
%
VPI=0+00.00
STREET
CL SHIELDS
EL.=5008.70'
SHIELDS ST STA 11+75 & STA 12+16
0' 10' 20' 40'
0' 10' 20' 40'
SHIELDS ST
SHIELDS ST
STREET
CL SHIELDS
EL.=5009.07'
54
10/18/2016
C1-315
C1-315
59
35
+
00
3
4
+
00
10
+
00
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:31:20 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_DRIVEWAY_SHEET_01.dgn
18877_DRIVEWAY_SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
1 of 3
BSH
DMZ
DRIVEWAY DETAILS
DRIVEWAY
5005
5010
5015
5005
5010
5015
0+00 0+50 1+00
5010
5015
5010
5015
0+00 0+50
VPI=0+00.00
VPI=0+15.54
EL.=5011.30'
VPI=0+17.54
EL.=5011.14'
VPI=0+18.04
EL.=5011.18'
VPI=0+26.04
EL.=5011.34'
VPI=0+29.17
EL.=5011.28'
-
2
.
00
%
2
.
00
%
-
2
.
00
%
34+74.27 LT
DRIVEWAY PROFILE
VINE DR.
ROW
PROPOSED
EASEMENT
TEMP CONST.
ROW
PROPOSED
EASEMENT
UTILITY
VPI=0+00.00
VPI=0+26.79
EL.=5009.05'
VPI=0+28.79
EL.=5008.88' VPI=0+29.29
EL.=5008.92'
VPI=0+41.74
EL.=5009.17'
VPI=0+51.74
EL.=5008.57'
VPI=0+57.54
EL.=5007.99'
-
2
.
00
%
2
.
00
%
-
6.00
%
-
10
.
00
%
EASEMENT
TEMP CONST.
30+50.15 LT
DRIVEWAY PROFILE
VINE DR.
CL VINE DRIVE
EL.=5009.58'
CL VINE DRIVE
EL.=5011.62'
VINE DR STA 30+46 & STA 34+74
0' 10' 20' 40'
0' 10' 20' 40'
VINE DR
VINE DR
53
10/18/2016
C1-315
C1-315
CURB TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
ELEV. 5009.21
STA. 11+50.47, 26.08' RT
BACK OF CURB
8
'
6
'
ELEV. 5009.90
STA. 11+21.55, 34.00' LT
EDGE OF WALK
ELEV. 5009.70
STA. 11+32.65, 36.00' LT
EDGE OF WALK
END CURB TYPE 2 (SECTION B)
STA. 11+33.71, 36.00' LT
BEGIN CURB TYPE 2 (SECTION B)
STA. 11+51.92, 26.26' RT
ELEV. 5008.68
STA. 11+52.69, 25.85' RT
CURB FLOW LINE
ELEV. 5008.88
STA. 11+38.90, 24.72' LT
BACK OF CURB
ELEV. 5008.87
STA. 11+39.67, 24.31' RT
CURB FLOW LINE
7
'
6
'
8
'
CURB TYPE 2 (SECTION B)
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
TOE OF FILL
ELEV. 5009.38
STA. 11+32.94, 24.01' LT
BACK OF CURB
ELEV. 5012.94
STA. 8+32.75, 30.72' LT
EDGE OF WALK
ELEV. 5012.48
STA. 8+39.45, 30.87' LT
EDGE OF WALK
ELEV. 5013.04
STA. 8+57.95, 30.65' LT
EDGE OF WALK
ELEV. 5012.54
STA. 8+51.27, 30.85' LT
EDGE OF WALK
ELEV. 5012.82
STA. 8+33.03, 24.71' LT
BACK OF CURB
ELEV. 5012.36
STA. 8+39.57, 24.87' LT
BACK OF CURB
ELEV. 5012.35
STA. 8+39.57, 24.37' LT
CURB FLOW LINE
ELEV. 5012.92
STA. 8+57.66, 24.66' LT
BACK OF CURB
ELEV. 5012.42
STA. 8+51.13, 24.85' LT
BACK OF CURB
ELEV. 5012.41
STA. 8+51.12, 24.35' LT
CURB FLOW LINE
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
6
'
TOE OF FILL
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
VINE AND SHIELDS
BIKE ACCESS DETAILS
DETAILS 2 of 2
BSH
MAM
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 1:13:43 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_BIKE_ACCESS_DETS.dgn
18877_BIKE_ACCESS_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
1
.
35
%
SHIELDS ST
2
.
49
%
SHIELDS ST
2.64
%
SHIELDS ST
2
.
00
%
7
.
67
%
SHIELDS ST
8
.
33
%
52
10/18/2016
C1-315
C1-315
ELEV. 5011.29
STA. 34+67.31, 28.67' RT
BACK OF WALK
ELEV. 5011.19
STA. 34+66.46, 23.74' RT
FRONT OF WALK
ELEV. 5011.10
STA. 34+69.29, 20.59' RT
CURB FLOW LINE
ELEV. 5011.19
STA. 34+55.21, 20.12' RT
CURB FLOW LINE
BEGIN CURB TYPE 2 (SECTION B)
STA. 34+55.25, 19.63' RT
(SECTION II-B)
CURB AND GUTTER TYPE 2
END CURB TYPE 2 (SECTION B)
STA. 34+48.84, 23.73' RT
(SECTION B)
CURB TYPE 2
ELEV. 5011.80
STA. 34+48.84, 23.73' RT
FRONT OF WALK
ELEV. 5011.41
STA. 34+56.75, 30.48' RT
BACK OF WALK
ELEV. 5011.26
STA. 34+55.40, 22.60' RT
FRONT OF WALK
ELEV. 5011.96
STA. 34+50.19, 31.61' RT
BACK OF WALK
FILL
TOE OF
5
'
4
'
1
.
5
'
R
ELEV. 5009.22
STA. 30+93.51, 24.06' LT
CURB FLOW LINE
ELEV. 5009.23
STA. 30+93.68, 24.53' LT
BACK OF CURB
ELEV. 5009.65
STA. 30+88.06, 26.61' LT
BACK OF CURB
ELEV. 5009.42
STA. 31+07.72, 18.78' LT
CURB FLOW LINE
ELEV. 5009.97
STA. 31+33.28, 36.96' LT
EDGE OF WALK
ELEV. 5009.98
STA. 31+47.02, 33.98' LT
EDGE OF WALK
7
'
8
'
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION B)
CURB TYPE 2
(SECTION B)
BEGIN CURB TYPE 2
STA. 31+07.89, 19.25' LT
(SECTION B)
END CURB TYPE 2
STA. 31+43.32, 32.25' LT
TOE OF FILL
5
'
DETAILS 1 of 2
BIKE ACCESS DETAILS
BSH
MAM
0' 5' 10' 20'
0' 5' 10' 20'
0' 5' 10' 20'
VINE AND SHIELDS
2
.
68
%
2
.
00
%
VINE DR
2%
8
.
23
%
2
.
7
8
%
VINE DR
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 1:13:14 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_BIKE_ACCESS_DETS.dgn
18877_BIKE_ACCESS_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0
.
60
%
VINE DR
51
10/18/2016
C1-315
C1-315
NORTH
SHIELDS ST-
5010.59
Lt. 28.08
10+66.35
EOP
5010.28
Lt. 24.41
10+77.33
EOP
5010.12
Lt. 26.35
10+77.83
FLOWLINE
5010.43
Lt. 29.91
10+67.15
FLOWLINE
5010.31
Lt. 29.63
10+77.13
GRADE BREAK
5010.53
Lt. 32.16
10+69.53
GRADE BREAK
5010.69
Lt. 34.11
10+70.06
EDGE OF WALK
5011.26
Lt. 39.72
10+59.63
EDGE OF WALK
5011.42
Lt. 46.25
10+64.25
BACK OF WALK
5010.86
Lt. 42.00
10+71.95
BACK OF WALK
5010.69
Lt. 34.00
10+78.32
EDGE OF WALK
5010.85
Lt. 42.00
10+78.32
BACK OF WALK
5010.91
Lt. 42.00
10+82.30
BACK OF WALK 5010.69
Lt. 34.00
10+82.30
EDGE OF WALK
5010.16
Rt. 20.28
10+76.64
EOP
5010.75
Rt. 24.59
10+53.26
EOP
5010.48
Rt. 22.59
10+62.60
EOP
5010.29
Rt. 21.15
10+70.65
EOP
5009.99
Rt. 22.25
10+76.91
FLOWLINE
5010.13
Rt. 23.13
10+70.97
FLOWLINE
5010.32
Rt. 24.55
10+62.98
FLOWLINE
5010.59
Rt. 26.53
10+53.72
FLOWLINE
5010.50
Rt. 22.75
10+76.97
EDGE OF WALK
5010.14
Rt. 23.62
10+71.05
EDGE OF WALK
5010.33
Rt. 25.04
10+63.08
EDGE OF WALK
5011.09
Rt. 27.01
10+53.84
EDGE OF WALK
5010.65
Rt. 30.69
10+78.03
BACK OF WALK
5010.30
Rt. 31.52
10+72.32
BACK OF WALK
5010.49
Rt. 32.89
10+64.60
BACK OF WALK
5011.25
Rt. 34.81
10+55.69
BACK OF WALK
1%
2%
8
.
33
%
4
.
5
%
6.2%
8.33%
2
%
4.82%
SOUTH
SHIELDS ST-
2%
2%
2%
7.3%
5013.30
Lt. 32.21
8+89.09
BACK OF WALK
5012.86
Lt. 33.64
8+93.53
BACK OF WALK
5012.92
Lt. 36.04
8+99.26
BACK OF WALK
5013.32
Lt. 38.19
9+03.40
BACK OF WALK
5013.48
Lt. 39.47
9+05.17
BACK OF WALK
5012.85
Lt. 23.97
8+90.76
EOP
5012.90
Lt. 25.51
8+95.45
EOP
5012.95
Lt. 28.06
9+01.50
EOP
5013.01
Lt. 31.22
9+08.65
EOP
5012.85
Lt. 33.06
9+07.87
FLOWLINE
5012.79
Lt. 29.93
9+00.95
FLOWLINE
5012.73
Lt. 27.42
8+94.98
FLOWLINE
5012.68
Lt. 25.90
8+90.35
FLOWLINE
5013.18
Lt. 26.39
8+90.25
EDGE OF WALK
5012.74
Lt. 27.90
8+94.86
EDGE OF WALK
5012.80
Lt. 30.40
9+00.81
EDGE OF WALK
5013.35
Lt. 33.52
9+07.68
EDGE OF WALK
6.7%
5012.88
Rt. 22.12
8+92.46
EOP
5012.99
Rt. 24.47
9+06.10
EOP
5012.82
Rt. 26.42
STA. 9+05.65
FLOWLINE
5012.71
Rt. 24.08
STA. 8+91.90
FLOWLINE
5012.85
Rt. 30.64
STA. 8+91.28
TOP OF RAMP
5013.33
Rt. 51.97
STA. 8+72.27
EDGE OF WALK
5013.24
Rt. 49.38
STA. 8+79.10
BEGIN RADIUS
5013.34
Rt. 49.19
STA. 8+95.39
BEGIN RADIUS
5013.30
Rt. 55.39
STA. 9+04.04
EDGE OF WALK
5013.01
Rt. 32.46
STA. 9+02.44
TOP OF RAMP
50
10/18/2016
C1-315
C1-315
BACK OF WALK
0.5% 2%
8.33%
5%
5011.05
Lt. 24.28
32+30.39
EOP
5011.16
Lt. 26.84
32+41.17
EOP
5010.88
Lt. 26.23
32+29.95
FLOWLINE 5010.99
Lt. 28.78
32+40.68
FLOWLINE
5011.13
Lt. 31.34
32+38.53
GRADE BREAK
5011.04
Lt. 29.49
32+30.74
GRADE BREAK
5011.44
Lt. 34.14
32+29.68
EDGE OF WALK
5011.37
Lt. 34.15
32+37.88
EDGE OF WALK
4.99%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:47 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_CURB_RAMP_DETS.dgn
18877_CURB_RAMP_DETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE DR-EAST
5012.12
Rt. 28.25
34+05.49
FLOWLINE
5011.78
Rt. 25.19
34+13.86
FLOWLINE
5011.98
Rt. 28.46
34+13.11
GRADE BREAK
5012.22
Rt. 30.60
34+07.12
GRADE BREAK
5012.14
Rt. 30.39
34+13.58
EDGE OF WALK
5012.41
Rt. 32.83
34+07.57
EDGE OF WALK
5012.31
Rt. 28.91
34+19.39
EDGE OF WALK
5012.57
Rt. 40.02
34+09.69
BACK OF WALK
5012.30
Rt. 38.14
34+15.54
BACK OF WALK
5012.47
Rt. 36.67
34+21.36
BACK OF WALK
2
.
7
%
2%
8.33%
5%
5012.95
Rt. 39.41
34+02.06
EDGE OF WALK
5013.11
Rt. 44.80
34+05.95
BACK OF WALK
5011.69
Lt. 25.17
33+87.75
EOP
5011.64
Lt. 24.03
33+99.39
EOP
5011.58
Lt. 21.97
34+11.32
EOP 5011.55
Lt. 20.25
34+17.75
EOP
5011.53
Lt. 27.15
33+87.97
FLOWLINE
5011.48
Lt. 25.99
34+00.06
FLOWLINE
5011.42
Lt. 23.88
34+11.91
FLOWLINE
5011.39
Lt. 22.17
34+18.21
FLOWLINE
5011.89
Lt. 22.65
34+18.33
EDGE OF WALK
5011.43
Lt. 24.36
34+12.05
EDGE OF WALK
5011.48
Lt. 26.48
34+00.24
EDGE OF WALK
5012.03
Lt. 27.65
33+88.03
EDGE OF WALK
5012.19
Lt. 35.60
33+89.46
BACK OF WALK
5011.64
Lt. 34.24
34+03.87
BACK OF WALK
5011.59
Lt. 32.01
34+14.41
BACK OF WALK
5012.04
Lt. 30.46
34+20.21
BACK OF WALK
5012.28
Rt. 26.37
34+05.00
EOP 5011.95
Rt. 23.24
34+13.40
EOP
2%
7
.
3
%
7
.
5
%
5
.
0
%
5011.93
Rt. 30.78
STA. 32+42.06
FLOWLINE
5011.62
Rt. 27.22
STA. 32+31.24
FLOWLINE
5012.17
Rt. 33.79
STA. 32+31.73
EDGE OF WALK
5012.32
Rt. 35.47
STA. 32+39.58
EDGE OF WALK
5012.15
Rt. 33.74
STA. 32+25.71
EDGE OF WALK
5012.31
Rt. 41.74
STA. 32+25.73
EDGE OF WALK
5013.16
Rt. 49.10
STA. 32+49.60
EDGE OF WALK
5012.36
Rt. 41.82
STA. 32+31.06
EDGE OF WALK
5012.48
Rt. 43.09
STA. 32+37.13
EDGE OF WALK
0.6% 2%
8.0%
5011.79
Rt. 25.29
32+31.76
EOP
5012.11
Rt. 28.92
32+42.79
EOP
5013.00
Rt. 42.45
STA. 54.04
EDGE OF WALK
4.90
%
49
10/18/2016
C1-315
C1-315
10
'
10
'
10
'
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:33 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Jointing Plan 01.dgn
18877_Jointing Plan 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
BSH
DMZ
JOINT 1 OF 1
PAVEMENT
BEGIN ASPHALT
JOINT DETAILS
48
10/18/2016
C1-315
C1-315
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:21 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_05.dgn
18877_GRADING_PLAN SHEET_05.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
5
BSH
DWS
SHIELDS ST
GRADING PLAN SHEETS
of 5
2% 2% 2% 2%
0
.
54
%
0
.
54
%
GRADING 47
10/18/2016
C1-315
C1-315
2
%
2
%
2
%
2%
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 1
M
A
T
C
H
L
I
N
E
S
EE
S
H
EET
3
MATCH LINE SEE SHEET 5
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2%
2
%
2
%
2
%
2
%
2%
2%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:30:08 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_04.dgn
18877_GRADING_PLAN SHEET_04.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
50
1
0
5010
5010
5015
VINE & SHIELDS
4
BSH
DWS
GRADING PLAN SHEET
of 5
2
%
GRADING
~
46
10/18/2016
C1-315
C1-315
M
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S
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2
M
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EE
S
H
EET
4
M
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EE
S
H
EET
1
VA
R
I
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S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2
%
2
%
ELEV. = 5013.46
9+08.01, Rt. 63.50
BACK OF WALK
ELEV. = 5012.42
9+33.80, Rt. 94.26
BACK OF WALK
ELEV. = 5012.95
8+39.29, Rt. 50.55
BACK OF WALK
ELEV. = 5013.41
8+63.82, Rt. 57.86
BACK OF WALK
V
A
R
I
E
S
VA
R
I
E
S
2
%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:53 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_03.dgn
18877_GRADING_PLAN SHEET_03.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
5015
DWS
BSH
VINE & SHIELDS
3
GRADING PLAN SHEET
GRADING of 5
~
45
10/18/2016
C1-315
C1-315
DWS
GRADING PLAN SHEET
2
%
2
%
2
%
2
%
of 5
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
36
+
00
2
%
2
%
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
V
A
R
I
E
S
VA
R
I
E
S
ELEV. = 5012.42
34+22.66, Rt. 36.34
BACK OF WALK
www.wilsonco.com GRADING
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:39 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_02.dgn
18877_GRADING_PLAN SHEET_02.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
50
10
5010
5015
2
%
2
%
~
44
10/18/2016
C1-315
C1-315
+
00
10
+
00
11+00
3
4
+
00
2
%
2
%
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
2
%
2
%
VA
R
I
E
S
VA
R
I
E
S
2
%
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
VA
R
I
E
S
2
%
2
%
2
%
2
%
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:29:26 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GRADING_PLAN SHEET_01.dgn
18877_GRADING_PLAN SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
ELEV. = 5009.10
30+28.08, Lt. 41.76
BACK OF WALK
ELEV. = 5009.27
30+64.15, Lt. 41.82
BACK OF WALK
ELEV. = 5009.50
30+16.89, Lt. 41.74
BACK OF WALK
5010
5010
5010
5010
5
0
10
5010
ELEV. = 5010.20
31+59.55, Lt. 42.01
BACK OF WALK
ELEV. = 5011.42
31+97.46, Lt. 42.08
BACK OF WALK
5015
VINE & SHIELDS
1
BSH
DWS
GRADING PLAN SHEET
GRADING of 5
CAN BEGIN IN THE FLOODWAY.
2.A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1.A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
~
43
10/18/2016
C1-315
C1-315
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18877_MEDIAN_DETAILS_SHEET_07.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
7
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
30+00 30+50 31+00
Splitter-South 1
VPI=30+00.00
EL.=5013.10'
VPI=30+14.77
EL.=5013.13'
VPI=30+23.46
EL.=5013.27'
VPI=30+30.57
EL.=5013.17'
VPI=30+42.99
EL.=5013.14'
VPI=30+46.73
EL.=5013.17'
VPI=30+50.52
EL.=5013.11'
VPI=30+52.22
EL.=5013.10'
-
1
.
43
%
-0.21%
-
1
.
62
%
-0.25%
5005
5010
5015
5020
5005
5010
5015
5020
35+00 35+50 36+00
Splitter-South 2
VPI=35+00.00
EL.=5013.13'
VPC=35+03.91
VPI=35+06.41 EL.=5013.14'
EL.=5013.15' VPT=35+08.91
VPC=35+11.54 EL.=5013.24'
EL.=5013.33' VPI=35+14.04
VPT=35+16.54 EL.=5013.42'
EL.=5013.42'
VPC=35+24.46
EL.=5013.45'
VPI=35+29.46
EL.=5013.46'
VPT=35+34.46
EL.=5013.32'
VPC=35+34.67
EL.=5013.32'
VPI=35+39.67
EL.=5013.18'
VPT=35+44.67
VPC=35+46.24 EL.=5013.24'
EL.=5013.26'
VPI=35+51.24
EL.=5013.32'
VPT=35+56.24
EL.=5013.23'
VPI=35+60.75
EL.=5013.14'
VPI=35+62.61
EL.=5013.13'
-
2.78
%
-
1
.
92
%
V.C. = 5.00'
e = 0.02'
K = 1.61
V.C. = 5.00'
e = -0.02'
K = 1.59
V.C. = 10.00'
e = -0.04'
K = 3.24
V.C. = 10.00'
e = 0.05'
K = 2.50
V.C. = 10.00'
e = -0.04'
K = 3.18
0.16%
1
.
62
%
0.77
%
0.36%
3
.
46
%
0.30%
1
.
22
%
-
0
.
45
%
42
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C1-315
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18877_MEDIAN_DETAILS_SHEET_06.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
6
VINE & SHIELDS
MEDIAN DETAILS
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
40+00 40+50 41+00
Splitter-North 1
VPI=40+00.00
EL.=5010.39'
VPC=40+26.33
EL.=5009.95'
VPI=40+31.33
EL.=5009.87'
VPT=40+36.33
EL.=5009.95'
VPC=40+65.84
EL.=5010.46'
VPI=40+70.84
EL.=5010.55'
VPT=40+75.84
EL.=5010.47'
VPI=40+80.38
EL.=5010.39'
-
1
.
67
%
-
1
.
6
7
%
V.C. = 10.00'
e = 0.04'
K = 2.95
V.C. = 10.00'
e = -0.04'
K = 2.95
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
45+00 45+50 46+00
Splitter-North 2
VPI=45+00.00
EL.=5010.70'
VPC=45+05.67
EL.=5010.62'
VPI=45+10.67
EL.=5010.55'
VPT=45+15.67
EL.=5010.62'
VPC=45+30.65
EL.=5010.82'
VPI=45+33.15
EL.=5010.86'
VPT=45+35.65
EL.=5010.95'
VPC=45+35.87
EL.=5010.96'
VPI=45+38.37
EL.=5011.05'
VPT=45+40.87
EL.=5011.04'
VPC=45+48.78
EL.=5011.02'
VPI=45+50.28
EL.=5011.01'
VPT=45+51.78
EL.=5010.89'
VPC=45+51.81
EL.=5010.89'
VPI=45+53.81
EL.=5010.73'
VPT=45+55.81
EL.=5010.70'
VPI=45+55.91
EL.=5010.70'
-
1
.
41
%
-0.30%
-
8
.
00
%
-1.41%
V.C. = 10.00'
e = 0.03'
K = 3.59
V.C. = 5.00'
e = 0.01'
K = 2.21
V.C. = 5.00'
e = -0.02'
K = 1.27
V.C. = 3.00'
e = -0.03'
K = 0.39
V.C. = 4.00'
e = 0.03'
K = 0.61
1
.
72
%
1
.
37
%
3
.
64
%
41
10/18/2016
C1-315
C1-315
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18877_MEDIAN_DETAILS_SHEET_05.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
5
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
10+00 10+50 11+00 11+50 12+00
Splitter-West 1
VPI=10+00.00
EL.=5010.46'
VPC=10+12.50
EL.=5010.63'
VPI=10+25.00
EL.=5010.80'
VPT=10+37.50
EL.=5010.98'
VPI=10+60.00
EL.=5011.28'
VPC=10+72.19
VPI=10+74.69 EL.=5011.44'
EL.=5011.47' VPT=10+77.19
EL.=5011.55'
VPC=10+87.11
EL.=5011.84' VPI=10+89.61
VPT=10+92.11 EL.=5011.92'
EL.=5011.84'
VPC=11+10.16
EL.=5011.30'
VPI=11+25.16
EL.=5010.84'
VPT=11+40.16
EL.=5010.59'
VPC=11+50.34
EL.=5010.42'
VPI=11+62.84
EL.=5010.22'
VPT=11+75.34
EL.=5010.46'
-
3
.
0
3
%
-
1
.
66
%
V.C. = 25.00'
e = -0.00'
K = 1258.38
V.C. = 5.00'
e = 0.01'
K = 2.92
V.C. = 5.00'
e = -0.04'
K = 0.83
V.C. = 30.00'
e = 0.05'
K = 21.94
V.C. = 25.00'
e = 0.11'
K = 6.97
5005
5010
5015
5020 5020
5005
5010
5015
5020
15+00 15+50 16+00
Splitter-West 2
VPI=15+00.00
EL.=5011.65'
VPC=15+02.75
EL.=5011.68'
VPI=15+07.75
EL.=5011.74'
VPT=15+12.75
EL.=5011.86'
VPC=15+20.56
EL.=5012.05'
VPI=15+25.56
EL.=5012.17'
VPT=15+30.56
EL.=5012.19'
VPI=15+35.20
VPC=15+37.96 EL.=5012.20'
EL.=5012.19'
VPI=15+42.96
EL.=5012.17'
VPT=15+47.96
EL.=5011.99'
VPC=15+55.70
VPI=15+58.20 EL.=5011.71'
EL.=5011.62' VPT=15+60.70
EL.=5011.64'
VPI=15+60.90
EL.=5011.65'
-
0
.
45
%
-
3
.
58
%
V.C. = 10.00'
e = 0.01'
K = 8.75
V.C. = 10.00'
e = -0.03'
K = 4.87
V.C. = 10.00'
e = -0.04'
K = 3.19
V.C. = 5.00'
e = 0.03'
K = 1.14
1.39
%
1
.
37
%
1.29
%
3
.
00
%
1.92
%
1.26
%
2
.
40
%
0.35%
0
.
82
%
40
10/18/2016
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C1-315
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18877_MEDIAN_DETAILS_SHEET_04.DGN
1420 Second Street
Phone:
970-350-2126
LHN
Region 4
Greeley, CO 80631
of 7
MEDIAN
BSH
DMZ
4
VINE & SHIELDS
MEDIAN DETAILS
5005
5010
5015
5020
5005
5010
5015
5020
20+00 20+50 21+00 21+50 22+00
Splitter-East 1
VPI=20+00.00
EL.=5011.51'
VPC=20+77.61
EL.=5011.89'
VPI=20+87.61
EL.=5011.94'
VPT=20+97.61
EL.=5011.89'
VPI=21+70.69
EL.=5011.53'
-
0
.
50
%
V.C. = 20.00'
e = -0.03'
K = 20.00
5005
5010
5015
5020 5020
5005
5010
5015
5020
25+00 25+50 26+00
Splitter-East 2
VPI=25+00.00
EL.=5012.12'
VPC=25+10.89
EL.=5011.94'
VPI=25+15.89
EL.=5011.85'
VPT=25+20.89
EL.=5011.99'
VPC=25+35.19
EL.=5012.37'
VPI=25+40.19
EL.=5012.51'
VPT=25+45.19
EL.=5012.41'
VPI=25+59.80
EL.=5012.12'
-
1
.
70
%
-
1.97
%
V.C. = 10.00'
e = 0.06'
K = 2.27
V.C. = 10.00'
e = -0.06'
K = 2.14
0.50%
2.70
%
39
10/18/2016
C1-315
C1-315
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MEDIAN DETAIL A
SEE TYPICAL SECTION
DETAIL B
SECTION MEDIAN
SEE TYPICAL
MEDIAN DETAIL B
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL D
SEE TYPICAL SECTION
MEDIAN DETAIL B
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL C
SEE TYPICAL SECTION
MEDIAN DETAIL B
SEE TYPICAL SECTION
0' 10' 20' 40'
MEDIAN
MEDIAN DETAILS
VINE DRIVE
BSH
DMZ
1 of 7
0' 10' 20' 40'
0' 10' 20' 40'
0' 10' 20' 40'
31
+
50
32
+
50
P
O
B
10
+
0
0
.
0
0
P
C
10
+
05.3
7
P
RC
10
+
74
.
69
P
T
10
+
80
.
20
P
C
10
+
8
6
.
5
9
P
RC
10
+
91
.
13
P
RC
11
+
04
.
18
P
CC
11
+
36
.
20
PT 11+66.21
PC 11+67.10
P
T
11
+
75
.
3
4
P
I
10
+
40.09
P
I
10
+
78
.
61
P
I
10
+
89
.
43
P
I
10
+
97
.
68
PI 11+47.90
P
C
15
+
00.00
P
RC
15
+
06
.
24
P
RC
15
+
15
.
72
P
R
C
15
+
2
5
.
41
P
RC
15
+
35
.
20
P
RC
15
+
41
.
74
P
T
15
+
46
.
00
P
C
15
+
57
.
07
P
T
15
+
60
.
9
0
P
I
15
+
03
.
12
P
I
15
+
13
.
20
P
I
15
+
20
.
57
P
I
15
+
32
.
85
P
I
15
+
38.47
P
I
15
+
44
.
32
P
I
15
+
59
.
30
34
+
00
P
C
25
+
21
.
35
P
RC
25
+
25
.
13
P
I
25
+
23
.
54
PC 35+00.00
PRC 35+06.41
P
RC
35
+
15
.
84
P
RC
35
+
26
.
37
PRC 35+36.48
P
RC
35
+
43
.
80
P
T
35
+
47
.
87
P
C
35
+
58
.
89
PT 35+62.61
PI 35+03.20
P
I
35
+
13.30
P
I
35
+
21.11
P
I
35
+
34
.
35
PI 35+40.14
PI 35+46.22
P
I
3
5
+
6
1
.
0
3
P
C
30
+
00
.
00
P
RC
30
+
14
.
70
P
T
30
+
20
.
31
P
C
3
0
+
2
4
.
69
P
RC
30
+
29.65
P
RC
30
+
43
.
46
P
T
30
+
52
.
22
P
I
30
+
07
.
35
P
I
30
+
18
.
76
P
I
30
+
27
.
95
PI 30+36.56
9
+
00
9
+
50
34
+
00
34
+
50
35
+
00
P
C
25
+
00.00
P
RC
25
+
0
7
.
02
P
T
25
+
11
.
19
P
C
25
+
21.35
P
RC
2
5
+
25
.
13
PRC 25+31.20
PRC 25+40.61
PRC 25+49.81
PT 25+59.81
P
I
25
+
03
.
51
P
I
2
5
+
09
.
52
P
I
25
+
23
.
54
PI 25+28.17
PI 25+38.06
PI 25+45.22
P
I
25
+
57
.
60
P
O
B
20
+
00
.
00
P
C
20
+
55.97
P
RC
20
+
78
.
16
P
T
20
+
83.60
P
C
20
+
88
.
21
P
RC
20
+
93
.
05
P
T
21
+
02
.
21
P
O
E
21
+
70
.
69
P
I
20
+
67
.
08
P
I
20
+
81.99
P
I
20
+
91
.
34
P
I
20
+
97
.
63
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:20 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:28:02 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_MEDIAN_DETAILS_SHEET_01
18877_MEDIAN_DETAILS_SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
P
C
45
+
00
.
00
P
RC
45
+
07
.
93
P
T
45
+
12
.
23
P
C
45
+
19.54
PRC 45+23.59
PRC 45+31.25
P
RC
4
5
+
40
.
25
P
RC
45
+
46
.
40
PT 45+55.91
P
I
45
+
03
.
97
P
I
45
+
10
.
55
P
I
45
+
21.95
PI 45+27.42
PI 45+37.55
PI 45+43.33
PI 45+53.41
PC 40+00.00
P
T
40
+
12
.
26
PC 40+26.43
PT 40+39.78
P
C
40
+
53
.
94
P
RC
40
+
66
.
85
P
T
40
+
7
2
.
07
P
C
40
+
75
.
68
P
T
40
+
80
.
39
PI 40+06.14
P
I
40
+
60
.
40
P
I
40
+
70
.
41
P
I
40
+
7
8.
6
7
10+50
11+00
36
10/18/2016
C1-315
C1-315
5020
400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 404+50 405+00
EOP-SW
5005
5010
5015
5020
5005
5010
5015
5020
100+00 100+50 101+00 101+50
102+00
102+50 103+00 103+50
EOP-SE
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
201+00 201+50 202+00 202+50 203+00 203+50 204+00
EOP-NE
5000
5005
5010
5015
5020
5000
5005
5010
5015
5020
301+00 301+50 302+00 302+50 303+00 303+50 304+00
EOP-NW
VPC=400+92.71
EL.=5009.51'
VPI=401+42.71
EL.=5009.86'
VPT=401+92.71
EL.=5011.22'
VPC=402+43.41
EL.=5012.61'
VPI=402+68.41
EL.=5013.29'
VPT=402+93.41
EL.=5013.11'
VPI=403+47.68
EL.=5012.71'
2.74
%
-
0
.
7
3
%
V.C. = 100.00'
e = 0.26'
SSD = 1019'
K = 48.86
V.C. = 50.00'
e = -0.22'
SSD = 336'
K = 14.41
VPI=201+30.27
EL.=5011.21'
VPC=202+33.54
EL.=5011.68'
VPI=202+58.54
EL.=5011.79'
VPT=202+83.54
EL.=5011.13'
VPC=203+00.25
EL.=5010.69'
VPI=203+25.25
EL.=5010.02'
VPT=203+50.25
EL.=5009.64'
VPI=203+59.78
EL.=5009.49'
0.45%
-
2
.
66
%
-
1
.
54
%
V.C. = 50.00'
e = -0.19'
SSD = 372'
K = 16.09
V.C. = 50.00'
e = 0.07'
SSD = 233'
K = 44.68
EL.=5012.73'
VPC=101+18.04
EL.=5012.73'
VPI=101+35.20
EL.=5012.76'
VPT=101+52.35
EL.=5012.93'
VPC=101+73.47
EL.=5013.13'
VPI=101+83.47
EL.=5013.22'
VPT=101+93.47
EL.=5013.05'
VPC=102+08.39
EL.=5012.78'
VPI=102+18.39
EL.=5012.61'
VPT=102+28.39
EL.=5012.30'
VPC=102+32.94
EL.=5012.16'
VPI=102+52.94
EL.=5011.56'
VPT=102+72.94
EL.=5011.43'
VPI=103+13.78
EL.=5011.16'
0.19%
0
.
95
%
-
1
.
76
%
-
3
.
05
%
-
0
.
65
%
V.C. = 34.31'
e = 0.03'
SSD = 235'
K = 45.16
V.C. = 20.00'
e = -0.07'
SSD = 409'
K = 7.39
V.C. = 20.00'
e = -0.03'
SSD = 848'
K = 15.53
V.C. = 40.00'
e = 0.12'
SSD = 383'
K = 16.69
VPI=301+06.09
EL.=5009.80'
VPC=302+04.01
EL.=5010.92'
VPI=302+25.51
EL.=5011.16'
EL.EL.24'=5011.24'
VPI=302+67.00
EL.=5011.32'
VPT=302+87.00
EL.=5010.96'
VPC=302+95.46
EL.=5010.81' VPI=303+06.54
EL.=5010.62'
VPT=303+17.61
EL.=5010.29' VPC=303+17.61
EL.=5010.29'
VPI=303+39.27
EL.=5009.65'
VPT=303+60.93
EL.=5009.36'
1
.
14
%
0.37%
-
1
.
77
%
-
2
.
96
%
V.C. = 42.99'
e = -0.04'
SSD = 1432'
K = 56.19
V.C. = 40.00'
e = -0.11'
SSD = 524'
K = 18.67
V.C. = 22.15'
e = -0.03'
SSD = 919'
K = 18.64
V.C. = 43.32'
e = 0.09'
SSD = 160'
K = 26.56
VPCC=302+47.00
-
1
.
32
%
0
.
69
%
35
10/18/2016
C1-315
C1-315
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:37 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_GEOMETRY-EOP_SHEET_01.dgn
18877_GEOMETRY-EOP_SHEET_01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
0' 25' 50' 100'
202
+
00
203
+
00
P
O
B
201
+
30
.
27
P
C
201
+
92
.
59
P
CC
2
02
+
45
.
4
0
P
CC
202
+
90
.
81
302
+
00
303
+
00
P
CC
302
+
48
.
86
P
CC
3
03
+
14
.
57
P
T
30
3
+
36
.
3
2
P
O
E
3
03
+
6
0
.
9
3
401
+
00
402
+
00
40
3
+
0
0
404
+
00
P
RC
401
+
78.85
P
CC
4
02
+
3
4
.
06
P
CC
402
+
72
.
58
P
T
403
+
47.68
P
C
404
+
01
.
68
P
I
401
+
27
.
03
P
I
402
+
07.18
P
I
404
+
32
.
55
101
+
00
102
+
00
103
+
00
POB 100+00.00
PC 100+40.53
PRC 100+51.13
P
T
100
+
67.85
P
C
101
+
03.82
P
R
C
101
+
18
.
04
P
CC
101
+
74
.
87
P
CC
102
+
02
.
18
P
T
102
+
73
.
78
P
O
E
103
+
13
.
78
PI 100+46.93
P
I
100
+
60
.
48
P
I
101
+
10
.
93
P
O
E
/
P
T
404
+
63.33
P
O
B
/P
C
400
+
74
.
84
P
O
B
/P
C
301
+
06.
09
P
O
E
/
P
T
2
03
+
59
.
78
VINE & SHIELDS
EDGE OF PAVEMENT GEOMETRY
BSH
DMZ
EOP GEO 1 OF 2
PI 402+53.91
PI 403+10.20
P
I
301
+
77.97
PI 302+84.83
PI 303+25.49
PI 203+25.51
PI 202+69.08
P
I
202
+
19
.
63
P
I
102
+
38
.
10
PI 101+89.55
PI 101+47.24
34
10/18/2016
C1-315
C1-315
0
19
+
00
P
O
B
6
+
35
.
56
P
C
7
+
93
.
88
P
T
8
+
58
.
95
P
C
8
+
77
.
06
P
T
9
+
0
3
.
7
0
P
C
9
+
4
4
.
76
P
T
9
+
68
.
46
P
I
10
+
00
.
32
P
O
E
2
0
+
00
.
3
2
P
I
8
+
26
.
55
P
I
8
+
90
.
45
P
I
9
+
56
.
66
29
+
29 12
+
12
30
+
00
31
+
00
3
2
+
0
0
33
+
00
34
+
00
35
+
00
36+00
P
O
B
29
+
1
2.
13
P
C
33
+
27
.
75
P
T
33
+
51
.
57
P
C
33
+
88
.
47
P
T
34
+
10
.
88
P
I
35
+
58
.
30
P
O
E
37
+
00
.
00
P
I
33
+
3
9
.
80
P
I
33
+
99
.
7
9
VINE & SHIELDS
1
BSH
DWS
GEO of 1
GEOMETRIC LAYOUT
2
+
00
3
+
00
PCC 1+88.50
PT 3+76.99
PC 0+00.00=
ICD
0' 50' 100' 200'
33
10/18/2016
C1-315
C1-315
2
.
00
%
-
2
.
95
%
-
2
.
03
%
V.C. = 40.00'
e = 0.08'
SSD = 160'
K = 26.67
V.C. = 200.00'
e = 0.38'
SSD = 552'
K = 130.60
VPT=12+47.11
EL.=5008.51'
VPC=13+25.00
EL.=5008.12'
VPI=14+00.00
EL.=5007.74'
VPRC=14+75.00
EL.=5007.22'
VPI=15+50.00
EL.=5006.69'
VPT=16+25.00
EL.=5006.32'
VPI=16+30.00
EL.=5006.29'
-
0
.
50
%
-
0
.
50
%
V.C. = 200.00'
e = 0.38'
SSD = 552'
K = 130.60
V.C. = 150.00'
e = -0.04'
SSD = 5471'
K = 750.00
V.C. = 150.00'
e = 0.04'
SSD = 2735'
K = 750.00
COUNTY PROJECT
MATCH LARIMER
www.wilsonco.com of 2
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:13 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 32
10/18/2016
C1-315
C1-315
EL.=5012.58'
VPC=33+97.89
EL.=5012.16'
VPI=34+22.89
EL.=5011.87'
VPT=34+47.89
EL.=5011.75'
0.49%
1
.
52
%
0.34%
-
1
.
15
%
-
0
.
50
%
V.C. = 100.00'
e = 0.13'
SSD = 427'
K = 96.37
V.C. = 50.00'
e = 0.04'
SSD = 355'
K = 76.75
EL.=5011.20'
-
0
.
50
%
GROUND
MATCH EXISTING
GROUND
MATCH EXISTING
VINE DR PROFILE
Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:12 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
of 2
5000
5010
5020
5000
5020
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
VPI=0+00.00
EL.=5013.47'
VPC=0+00.21
EL.=5013.47'
VPI=0+34.21
EL.=5013.47'
VPT=0+68.21
EL.=5012.80'
VPC=1+21.30
EL.=5011.73'
VPI=1+88.80
EL.=5010.38'
VPT=2+56.30
EL.=5011.73'
VPC=3+09.80
EL.=5012.80'
VPI=3+43.30
EL.=5013.47'
VPT=3+76.80
EL.=5013.47'
VPI=3+76.99
EL.=5013.47'
0.00%
-
2
.
00
%
2
.
00
%
0.00%
V.C. = 68.00'
e = -0.17'
SSD = 574'
K = 34.02
V.C. = 135.00'
e = 0.67'
SSD = 209'
K = 33.76
V.C. = 67.00'
e = -0.17'
SSD = 573'
K = 33.50
ICD PROFILE
VINE DR PROFILE
5010
100 YEAR FLOOD PLAIN LIMITS
STA. 30+49.06
VPI=35+57.01
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:27:12 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_RDW Y_PROFILE SHEETS.dgn
18877_RDWY_PROFILE SHEETS.dgn
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 31
10/18/2016
C1-315
C1-315
STA. 16+10.37, 21.00' LT
ANGLE POINT
5.5' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
5.5' CONC.
(6 INCH)
6' CONC. SIDEWALK
(6 INCH)
(6 INCH) 6' CONC. SIDEWALK
SIDEWALK
6' CONC.
(6 INCH)
SIDEWALK
6' CONC.
UTILITY CONST. ESMT.
VINE & SHIELDS
PLAN 5
BSH
DWS
ROADWAY PLAN SHEET
0' 20' 40' 80'
SHIELDS ST
13
+
00
14
+
00
15
+
00
MATCH LINE SEE SHEET 4
of 5
COUNTY PROJECT 1153-094
MATCH LARIMER
STA 16+18.93
SHIELDS STREET
END PROJECT
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:27:01 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_05
RDWY_PLAN SHEET_05
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 30
10/18/2016
C1-315
C1-315
17
'
17'
17
'
17
'
13.33
'
20.5' LENGTH
36' WIDTH
LT. 26.50
STA 12+16.36
DRIVEWAY
CURB RAMP
CONCRETE
(SECTION B)
CURB TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
(SECTION II-B)
CURB AND GUTTER TYPE 2
CURB TYPE 2 (SECTION B)
FENCE (CHAINLINK) (BY OTHERS)
TEMP. CONST. ESMT.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-B)
END CURB AND GUTTER TYPE 2 (SECTION II-M)
STA 10+77.77
CONCRETE CURB RAMP
(BY OTHERS)
FENCE WOOD
TRUCK APRON
CONCRETE
ROW
PROPOSED
STA. 11+14.08, 18.03' RT
ANGLE POINT STA. 11+53.44, 24.00' RT
ANGLE POINT
STA. 11+54.09, 24.00' LT
ANGLE POINT
STA. 11+20.10, 19.97' LT
ANGLE POINT
HMA (PATCHING) (ASPHALT)
(BY OTHERS)
FENCE (WOOD)
FENCE (CHAINLINK) (BY OTHERS)
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
8' CONC.
4
.
5
'
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
8' CONC.
7' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
6' CONC.
SIDEWALK (6 INCH)
6' CONC.
(6 INCH)
SIDEWALK
7' CONC.
SEE BIKE ACCESS DETAILS
SEE BIKE ACCESS DETAILS
CURB AND GUTTER TYPE 2 (SECTION I-B)
VINE & SHIELDS
PLAN 4
BSH
DWS
ROADWAY PLAN SHEET
33
+
0
0
34
+
00
9
+
00
10
+
00
11
+
00
12
+
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
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MATCH LINE SEE SHEET 2
of 5
VINE DR
SHIELDS ST
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 9:44:33 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_04
RDWY_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAV PT PK
459
5010.94
17V 769
5011.89
TRAV PT-PK
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
29
10/18/2016
C1-315
C1-315
6' UTIL.
TOE OF FILL
1
7
'
17
'
TOE OF FILL
MATCH EXISTING WALK
(SECTION II-B)
CURB AND GUTTER TYPE 2
CONCRETE CURB RAMP
CONCRETE CURB RAMP
TEMP. CONST. ESMT.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 9+05.66
(BY OTHERS)
FENCE WOOD
(SECTION II-M)
CURB AND GUTTER TYPE 2
CURB RAMP
CONCRETE
TYPE 2 (SECTION I-B)
CURB AND GUTTER
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 8+95.00
SEE LANDSCAPE DETAILS
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(ASPHALT)
HMA (PATCHING)
ESMT.
TEMP. CONST.
7' CONC. SIDEWALK (6 INCH)
5' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
5' CONC.
CURB TYPE 2 (SECTION B)
SEE BIKE ACCESS DETAILS
SEE BIKE ACCESS DETAILS
(6 INCH)
SIDEWALK
6' CONC
(6 INCH)
SIDEWALK
8' CONC.
(6 INCH)
8' CONC. SIDEWALK
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
(6 INCH)
8' CONC SIDEWALK
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
SIDEWALK (6 INCH)
8' CONC
CONCRETE CURB RAMP
CURB AND GUTTER TYPE 2 (SECTION II-B)
SHIELDS ST
0' 20' 40' 80'
PLAN
DWS
BSH
ROADWAY PLAN SHEET
VINE & SHIELDS
3
8
+
00
9
+
00
34
+
00
10
+
00
3
3
+
0
0
V
I
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E
D
R
.
STA 7+54.95
SHIELDS STREET
BEGIN PROJECT
M
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1
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4
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2
www.wilsonco.com of 5
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 9:40:23 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_03
RDWY_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
28
10/18/2016
C1-315
C1-315
'
(BY OTHERS)
FENCE WOOD
CURB AND GUTTER TYPE 2 (SECTION II-M)
TEMP. CONST. ESMT.
CONCRETE CURB RAMP
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-B)
END CURB AND GUTTER TYPE 2 (SECTION II-M)
STA. 34+05.49
STA. 34+46.42, 17.01' RT
ANGLE POINT
STA. 34+86.33, 19.76' RT
ANGLE POINT (SECTION II-B)
CURB AND GUTTER TYPE 2
MATCH EXISTING WALK
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
STA. 35+56.46, 17.82' LT
ANGLE POINT
STA. 34+97.52, 14.26' LT
ANGLE POINT
MINOR SUBD.
PLAT OF SNYDER
10' UTIL. ESMT. PER
(SECTION I-B)
CURB AND GUTTER TYPE 2
CURB RAMP
CONCRETE
(SECTION II-B)
CURB AND GUTTER TYPE 2
CONCRETE CURB RAMP
(SECTION I-B)
CURB AND GUTTER TYPE 2
SEE LANDSCAPE DETAILS
(8 INCH) (COLORED)
CONCRETE PAVEMENT
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
OMAHA TAN 5084)
(8 INCH) (DAVIS COLOR
CONCRETE PAVEMENT
HMA (PATCHING) (ASPHALT)
35
.
86
'
8' CONC. SIDEWALK (6 INCH)
(6 INCH)
SIDEWALK
8' CONC.
SIDEWALK (6 INCH)
8' CONC.
8' CONC. SIDEWALK (6 INCH)
4' CONC. SIDEWALK (6 INCH)
SEE BIKE ACCESS DETAILS
8' CONC. SIDEWALK (6 INCH)
100 YEAR FLOOD PLAIN
VINE DR
SHIELDS ST
0' 20' 40' 80'
VINE & SHIELDS
PLAN 2
BSH
DWS
ROADWAY PLAN SHEET
33
+
00
34
+
00
35
+
0
0
36
+
00
9
+
00
10
+
00
11
+
00
STA 35+56.92
VINE DRIVE
END PROJECT
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
MATCH LINE SEE SHEET 4
www.wilsonco.com of 5
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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RDWY_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 27
10/18/2016
C1-315
C1-315
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA 32+40.68
CURB RAMP
CONCRETE
9' UTIL. ESMT.
(SECTION B)
CURB TYPE 2
STA. 31+20.24, 12' LT
ANGLE POINT
(SECTION II-B)
CURB AND GUTTER TYPE 2
STA. 30+16.91, 26.74' LT
ANGLE POINT
STA. 30+16.91, 25.26' RT
ANGLE POINT
MATCH EXISTING WALK
(SECTION B)
CURB TYPE 2
STA. 30+48.61, 25.20' RT
ANGLE POINT
STA. 30+92.67, 20.07' RT
ANGLE POINT
(SECTION I-B)
CURB AND GUTTER TYPE 2
(SECTION B)
CURB TYPE 2
CONCRETE CURB RAMP
(BY OTHERS)
FENCE WOOD
(SECTION II-M)
CURB AND GUTTER TYPE 2
SIDEWALK
7' CONC.
BEGIN CURB AND GUTTER TYPE 2 (SECTION II-M)
END CURB AND GUTTER TYPE 2 (SECTION II-B)
STA. 32+41.87
STA. 30+80.23, 26.86' LT
ANGLE POINT
12
'
14
.
75
'
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
(DAVIS COLOR OMAHA TAN 5084)
CONCRETE PAVEMENT (8 INCH)
HMA (PATCHING) (ASPHALT)
6
.
85
'
ACCESS DETAILS
SEE BIKE
(6 INCH)
SIDEWALK
5' CONC. (6 INC)
SIDEWALK
8' CONC.
(6 INCH)
SIDEWALK
7' CONC.
(6 INCH)
SIDEWALK
8' CONC.
19
'
RAMP
CURB
CONCRETE
TEMP. CONST. ESMT.
CONCRETE CURB RAMP
8' CONC. SIDEWALK (6 INCH)
CURB AND GUTTER TYPE 2 (SECTION II-B)
(SECTION II-B)
CURB AND GUTTER TYPE 2
GUTTER (SPECIAL)
52
'
12
'
1
2
'
17
'
6
'
12
'
FLOODPLAIN
100 YEAR CITY
FLOODWAY
100 YEAR CITY
(SECTION II-B)
CURB TYPE 2
VINE & SHIELDS
PLAN 1
BSH
DWS
ROADWAY PLAN SHEET
0' 20' 40' 80'
30
+
00
31
+
00
32
+
00
33
+
00
9
+
00
10
+
00
11
+
00
34
+
00
STA 30+16.91
VINE DRIVE
BEGIN PROJECT
MATCH LINE SEE SHEET 3
of 5
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 2
VINE DR
S
H
I
EL
D
S
S
T
CAN BEGIN IN THE FLOODWAY.
2. A NO-RISE CERTIFICATION MUST BE APPROVED BEFORE CONSTRUCTION
CAN BEGIN IN THE 100 YEAR FLOODPLAIN.
1. A FLOODPLAIN USE PERMIT MUST BE APPROVED BEFORE CONSTRUCTION
NOTES:
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/4/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 9:34:50 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\RDW Y_PLAN SHEET_01
RDWY_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
5010.26
TRAVPT PK
459
5010.94
17V769
5011.89
TRAVPT-PK
26
10/18/2016
C1-315
C1-315
5.5 INCH HMA (GRADING S) (75)(PG 64-22) ON
2.0 INCH HMA (GRADING S) (75)(PG 64-28) ON
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/5/2015
Horiz. Scale:1:60 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 8:45:19 AM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\18877_Pavm ent Defitions Sheet
01.dgn
18877_Pavment Defitions Sheet 01.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
MATCHLINE STA. 11+00.00
MATCHLINE STA. 11+00.00
0' 30' 60' 120'
VINE & SHIELDS
1
BSH
DMZ
PAVEMENT of 1
10/18/2016 PAVEMENT DEFINITION
C1-315
C1-315
File Name:
Unit Information
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TREE INVENTORY_02
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
12
+
00
13
+
00
14
+
00
15
+
00
16
+
00
17
+
00
19
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64
63
62
60
56
DID NOT LOCATE
VINE & SHIELDS
TREE INVENTORY
TREES 1
SHIELDS ST
VINE DR
VINE DR
SHIELDS ST
0' 25' 50' 100'
MATCHLINE 11+50 SEE SHEET 2
of 3
AND APRIL DUE TO MIGRATORY BIRDS
WINTER MONTHS BETWEEN SEPTEMBER
TREE REMOVAL SHALL OCCUR IN THE
NOTES:
BSH
DWS
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:50 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:24:42 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\TREE INVENTORY_01
TREE INVENTORY_01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
7
+
00
8
+
0
0
9
+
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10
+
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11+00
30
+
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31
+
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32
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33
+
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34
+
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18
10/18/2016
C1-315
C1-315
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:24:28 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_05
REMOVAL_PLAN SHEET_05
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 17
10/18/2016
C1-315
C1-315
00
13
+
00
0' 20' 40' 80'
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 1
M
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SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:24:11 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_04
REMOVAL_PLAN SHEET_04
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
5010.26
TRAV PT PK
5010.94
17V769
5011.89
TRAV PT-PK
16
10/18/2016
C1-315
C1-315
T
C
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2
M
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4
M
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1
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
VINE DR
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
bshearn 3:23:54 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\REMOVAL_PLAN SHEET_03
REMOVAL_PLAN SHEET_03
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
Altitude: 0.0000
Name: VS SE Sidewalk
Longitude: -105.09551991080140
Latitude: 40.59568025141754
15
10/18/2016
C1-315
C1-315
MATCH LINE SEE SHEET 3
MATCH LINE SEE SHEET 1
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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REMOVAL_PLAN SHEET_02
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631 14
10/18/2016
C1-315
C1-315
00
10
+
00
11+00
of 5
MATCH LINE SEE SHEET 2
MATCH LINE SEE SHEET 4
MATCH LINE SEE SHEET 3
SEE TREE INVENTORY SHEETS FOR TREE REMOVALS
NOTES:
REMOVAL
LEGEND
CURB AND GUTTER
SIDEWALK
FENCE (WOOD)
FENCE (CHAIN LINK)
ASPHALT MAT
CONCRETE PAVEMENT
REMOVAL OF
WHEEL STOP
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
REMOVAL OF
GRUBBING)
CLEARING AND
(PAID FOR AS
LANDSCAPE ROCK
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Print Date: 4/10/2015
Horiz. Scale:1:40 Vert. Scale: As Noted
Unit Leader Initials
File Name:
Unit Information
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REMOVAL_PLAN SHEET_01
1420 Second Street
Phone:970-350-2126
Greeley, CO 80631
5010.26
TRAVPT PK
5010.94
17V769
5011.89
TRAVPT-PK
13
10/18/2016
C1-315
C1-315
CURB (MEDIAN)(SPECIAL)
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE COLOR DETAILS)
(SEE PAVEMENT DEFINITION SHEET FOR
6 INCH ABC (CLASS 6)
CONCRETE PAVEMENT (8 INCH)(COLORED) ON
TRUCK APRON
MEDIAN SURFACE TREATMENT
SEE LANDSCAPE PLANS FOR
COMPACTED SUBGRADE
18" TOPSOIL (SPECIAL)
ELEVATIONS
FOR UNDERGROUND
DRAINAGE DETAILS
SLOPE VARIES, SEE
TOPSOIL (SPECIAL)
LANE
2%
CURB (MEDIAN)(SPECIAL) DETAIL
VINE & SHIELDS
5
BSH
DWS
TYPICAL SECTIONS
TYPICALS
2%
of 5
ROUNDABOUT CIRCULATING ROADWAY
ICD CONTROL LINE
MATCH APPROACH ROADWAY
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
F
O
R
G
R
AD
I
NG
D
ET
A
I
L
S
)
L
AND
S
C
A
P
I
NG
S
H
EET
(
S
E
E
C
E
N
TE
R
I
S
L
AND
S
L
O
P
E
VA
R
I
E
S
MEDIAN DETAIL A
MEDIAN DETAIL B
MEDIAN DETAIL C MEDIAN DETAIL D
LANE
2%
2%
ROUNDABOUT CIRCULATING ROADWAY
ICD CONTROL LINE
ROADWAY
MATCH APPROACH
VARIES
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 8
10/18/2016
C1-315
C1-315
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
1'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
TYPE 2 (SECTION II-B)
CURB AND GUTTER
1' 1'
CONCRETE SIDEWALK (6 INCH)
16" 3" 2.5" 2"
16 INCH ABC (CLASS 6)
(75) (PG 64-22) ON
5.5 INCH HMA (GRADING S)
(75) (PG 64-28) ON
2 INCH HMA (GRADING S)
VINE & SHIELDS
4
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
CL SHIELDS ST
VARIES% VARIES%
STA. 10+46.01 TO STA. 11+58.32
SHIELDS ST
WALK WALK
8' MAX
0' MIN
4
:
1
4
:
1
WALK PARK STRIP
4
:
1
4
:
1
WALK PARK STRIP LANE LANE PARK STRIP WALK
4
:
1
4
:
1
4
:
1
4
:
1
UTILITY EASEMENT
STA. 11+58.32 TO STA. 16+18.93
SHIELDS ST
LANE
BIKE
LANE
BIKE
2% 2%
*
STA. 12+87.33 TO STA. 16+10.12
* 8' TEMP CONST. EASEMENT FROM
MEDIAN
PAINTED
DETAILS
SEE MEDIAN
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
STA. 10+68.70 TO STA. 11+58.32
CL SHIELDS ST
2% MAX 2% MAX
2% MAX
2% MAX
2% MAX
HMA LIFT DETAIL
HMA (GRADING S)(75)(PG 64-22)
HMA (GRADING S)(75)(PG 64-22)
ABC (CLASS 6)
HMA (GRADING S)(75)(PG 64-28)
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 6/5/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 7
10/18/2016
C1-315
C1-315
LANE VARIES MEDIAN
2' 6'
PROP ROW
6' 11'
EASEMENT
UTILITY
PROPOSED
(BY OTHERS)
(WOOD)
FENCE
2' 6' 2.5'
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8'
2.83' VARIES VARIES
2.5' VARIES 8'
EXISTING ROW
SEE ROADWAY PLANS
VARIES
EASEMENT
TEMPORARY
6'
TYPE 2 (SECTION II-B)
CURB & GUTTER
EOP-SE CONTROL LINE
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' VARIES 2.83'
EOP-SW CONTROL LINE
ALIGNMENT & PROFILE (TYP.)
GEOMETRY SHEETS FOR
SEE SPLITTER ISLAND
TYPE 2 (SECTION I-B)(TYP.)
CURB & GUTTER
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
CONCRETE SIDEWALK (6 INCH)
5'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
1'
CONCRETE SIDEWALK (6 INCH)
(TYP)
1'
1'
13'-15.5'
VINE & SHIELDS
3
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
WALK
4
:
1
STA. 7+54.95 TO STA. 8+10.57
SHIELDS ST
LANE
LANE
BIKE PARKING WALK
LANE
BIKE LANE
2%
CL SHIELDS ST
4
:
1
LANE
2%
LANE
BIKE
LANE
BIKE LANE
2%
STA. 8+10.57 TO STA. 8+80.54
SHIELDS ST
WALK
4
:
1
STRIP
PARK WALK
4
:
1
CL SHIELDS ST
VARIES% VARIES%
STA. 8+80.54 TO STA. 9+24.42
SHIELDS ST
VARIES
4
:
1
0' MIN
6' MAX
STRIP
PARK
STRIP
PARK
4
:
1
VARIES
STA. 9+05.66 TO STA. 9+24.42
STA. 9+15.69 TO STA. 9+24.42
0' MIN
4.17' MAX
DETAILS
SEE MEDIAN
CL SHIELDS ST
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
MAX
2%
MAX
2%
2% MAX 2% MAX
2% MAX
2% MAX 2% MAX
2% MAX
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 6
10/18/2016
C1-315
C1-315
5'
(TYP)
1'
PLANS
SEE GRADING
VARIES
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
12' VARIES - SEE ROADWAY PLANS VARIES - SEE ROADWAY PLANS
8' 2.5' LANE VARIES MEDIAN LANE VARIES 2.5' VARIES VARIES
TYPE 2 (SECTION I-B) (TYP.)
CURB & GUTTER
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
6 INCH ABC (CLASS 6) (TYP)
CONCRETE PAVEMENT (8.5 INCH) ON
1'
CONCRETE SIDEWALK (6 INCH)
8.75'
1'
(6 INCH)
CONCRETE SIDEWALK
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
8' VARIES 2.83'
1' (TYP)
TYPE 2 (SECTION II-M)
CURB & GUTTER
CONCRETE TRUCK APRON
2.83' VARIES 8'
CONCRETE SIDEWALK (6 INCH)
CONCRETE SIDEWALK (6 INCH)
TYPE 2 (SECTION II-B)
CURB & GUTTER
1'
CONCRETE SIDEWALK (6 INCH)
LINE
CONTROL
EOP-NE
LINE
CONTROL
EOP-SE
VINE & SHIELDS
2
BSH
DWS
TYPICAL SECTIONS
TYPICALS of 5
LANE
2%
LANE
BIKE
LANE
BIKE LANE
2%
WALK PARK STRIP SHLDR
4
:
1
4
:
1
SHLDR
STA. 30+16.91 TO STA. 30+76.26
VINE DR
CL VINE DR
WALK PARK STRIP
4
:
1
4
:
1
VARIES% VARIES%
CL VINE DR
STA. 30+76.26 TO STA. 32+58.53
VINE DR
PARK STRIP WALK
4
:
1
4
:
1
DETAILS
SEE MEDIAN
VARIES% VARIES%
CL VINE DR
STA. 33+88.15 TO STA. 35+56.92
VINE DR
PARK STRIP WALK
4
:
1
4
:
1
WALK
DETAILS
SEE MEDIAN
SEE LANDSCAPE PLANS FOR MEDIAN AND GRADING SURFACE TREATEMENTS
NOTE:
MEDIAN
PAINTED
WALK
EXISTING
0' MIN
4.17' MAX
STA. 32+40.68 TO STA. 32+58.53
0' MIN
4.17' MAX
STA. 32+41.87 TO STA. 32+58.53
(6 INCH)
SIDEWALK
CONCRETE
(6 INCH)
SIDEWALK
CONCRETE
2% MAX
2% MAX 2% MAX
2% MAX 2% MAX
2% MAX 2% MAX
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 5
10/18/2016
C1-315
C1-315
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
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Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
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Print Date: 4/10/2015
Horiz. Scale:1:10 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
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18877_RDWY_TYPICAL SECTIONS.dgn
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 4
10/18/2016
C1-315
C1-315
Unit Information
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GENL_NOTES_Sht-01
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631
VINE & SHIELDS
1
BSH
DWS
GENERAL NOTES
GEN NOTES of 1
GENERAL NOTES
CONSTRUCTION:
EARTHWORK:
SIGNING, STRIPING, TRAFFIC CONTROL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
15.
18.
19.
23.
24.
25.
APPLICABLE PHASE OF WORK.
SUBMIT A METHOD OF HANDLING TRAFFIC (MHT) TO THE ENGINEER FOR APPROVAL FOR EACH
CONTROL DEVICES (MUTCD) CURRENT EDITION. THE CONTRACTOR WILL BE REQUIRED TO
CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
21.
MATERIAL OUTSIDE OF THE PAVEMENT PRISM SHALL HAVE A MINIMUM R-VALUE OF 5.
UNLESS OTHERWISE SPECIFIED OR APPROVED IN ADVANCE BY THE ENGINEER, EMBANKMENT
17.
BRIDGE CONSTRUCTION UNLESS APPROVED IN ADVANCE BY THE ENGINEER.
DEFINED BY SECTION 203 OF THE 2011 CDOT STANDARD SPECIFICATIONS FOR ROAD AND
ENGINEER. RAP MILLINGS SHALL NOT BE PLACED WITHIN THE PAVEMENT PRISM AS
CLASS 6 UNDERNEATH FLEXIBLE PAVEMENT UNLESS APPROVED IN ADVANCE BY THE
RECLAIMED ASPHALT PAVEMENT (RAP) MILLINGS SHALL NOT BE SUBSTITUTED FOR ABC
20.
14.
PROPOSED PAVEMENT AS DIRECTED BY THE ENGINEER.
PATCHING PAVEMENT SHALL BE TO THE DEPTH OF THE SURROUNDING EXISTING OR THE
WEEKEND CONSTRUCTION CAN NOT BEGIN UNTIL 8 AM. UNLESS APPROVED BY THE ENGINEER.
CONSTRUCTION SHALL OCCUR BETWEEN THE HOURS OF 7 AM AND 7 PM.
NOISE CONTROL:
13.
CONTRACTOR'S OPERATION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
ANY CURB AND GUTTER WHICH IS TO REMAIN AND IS DAMAGED AS A RESULT OF THE
16.
ENVIRONMENTAL
30.
LANDSCAPE
DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) PRIOR TO DIGGING.
UTILITY LOCATES, THE CONTRACTOR SHALL CALL 1-800-922-1987 AT LEAST 3 WORKING
SUBSECTION 105.11 OF THE CDOT STANDARD SPECIFICATIONS CONCERNING UTILITIES. FOR
FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR'S ATTENTION IS DIRECTED TO
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED
22.
UTILITIES:
FOR BURIED UTILITY INFORMATION
CENTER OF COLORADO (UNCC)
UTILITY NOTIFICATION
www.uncc.org
(or 1-800-922-1987)
CALL 811
BEFORE YOU DIG
THREE (3) BUSINESS DAYS
SAFETY PLAN(HASP).
TO THE PROJECT SPECIFIC MATERIAL MANAGEMENT PLAN(MMP) AND HEALTH AND
NEEDS TO BE COMPLETED BY THE PERTINENT UTILITY COMPANY. FOR MORE DETAILS REFER
AND POSSIBLY ASBESTOS ABATEMENT WOULD BE REQUIRED. RELOCATION OF SUCH PIPES
UTILITIES ARE DETERMINED TO BE HOUSED IN TRANSITE ASBESTOS PIPE, SPECIAL HANDLING
QUALITY CONTROL COMMISSION REGULATION 8 PART B SHALL BE FOLLOWED. IF SUBSURFACE
CONTAINING MATERIALS. APPROPRIATE FEDERAL REQUIREMENTS INCLUDING CDPHE AIR
RELOCATED OR REPLACED. SUSPECT UTILITY LINES SHALL BE INSPECTED FOR ASBESTOS
BURIED UTILITIES SUCH AS TELEPHONE LINES AND ELECTRIC UTILITIES MAY NEED TO BE
ENGINEER FOR APPROVAL AT LEAST THREE WEEKS PRIOR TO INITIATION OF WORK.
THE BOARD OF CERTIFIED SAFETY PROFESSIONALS. THE PLAN SHALL BE SUBMITTED TO THE
THE AMERICAN BOARD OF INDUSTRIAL HYGIENE OR A SAFETY PROFESSIONAL (SP) CERTIFIED BY
SHALL BE PREPARED AND SIGNED BY A CERTIFIED INDUSTRIAL HYGIENIST (CIH) CERTIFIED BY
AND DISPOSING OF CONTAMINATED BRIDGE COMPONENTS, SOIL AND GROUNDWATER. THE HASP
CONSTRUCTION AND DOCUMENT PREPARATIONS AND PROCEDURES REQUIRED FOR CONTAINING
POTENTIAL EXPOSURE TO CONTAMINATED MATERIALS THAT MAY BE ENCOUNTERED DURING
AND SAFETY OF THE WORKERS, PUBLIC AND ENVIRONMENT. IT SHALL LIST DETAILS OF
CONTRACTOR. THE HASP SHALL LIST PRECAUTIONS TO BE TAKEN TO ENSURE THE HEALTH
29. A PROJECT SPECIFIC HEALTH AND SAFETY PLAN (HASP) SHALL BE PREPARED BY THE
THEREON, SHALL BE COMPLETED FULL WIDTH BEFORE A SUCCEEDING LAYER IS PLACED.
ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED
ENGINEER AT THE TIME OF APPLICATION.
ASPHALT AND 1 PART WATER. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE
DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED
AGGREGATE BASE COURSE AT 133 LBS/CF
BITUMINOUS PAVEMENT AT 110 LBS/SQ. YD./1" THICK
DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GAL./SQ. YD. (DILUTED)
WERE USED:
FOR PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION
SURFACE WATER OR STORM SEWER WITHOUT A PERMIT.
CONSTRUCTION DEWATERING DISCHARGE ALLOWED TO LEAVE THE PROJECT OR DISCHARGE TO
STORMWATER CONSTRUCTION PERMIT FOR ADDITIONAL DETAILS. AT NO TIME IS ANY
APPROPRIATE BEST MANAGEMENT PRACTICES (BMP) ARE IMPLEMENTED. REFER TO THE CDPS
CONDITIONS, MAY BE ALLOWED BY THE STORMWATER CONSTRUCTION PERMIT WHEN
THAT THE DISCHARGE FROM CONSTRUCTION DEWATERING TO THE GROUND, UNDER SPECIFIC
A COLORADO DISCHARGE PERMIT SYSTEM (CDPS) CONSTRUCTION DEWATERING PERMIT. NOTE
DISCHARGE FROM DEWATERING ACTIVITIES DURING CONSTRUCTION IS PROHIBITED WITHOUT
REFER TO THE PROJECT SPECIFIC MMP AND HASP.
HEALTH AND ENVIRONMENT, PHONE: (303) 692-3500. FOR MORE DETAILS
OBTAINED BEFORE START OF DEWATERING FROM THE COLORADO DEPARTMENT OF PUBLIC
AND A COPY OF THIS APPROVAL SUBMITTED TO THE ENGINEER. PERMITS ARE TO BE
UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE OWNER OR CONTROLLING AUTHORITY
PERMITTED DISPOSAL FACILITY. DISCHARGE INTO STORM SEWERS WILL NOT BE PERMITTED
SHALL BE CONTAINED IN AN APPROVED POND, TANK OR TRUCK, AND SHALL BE HAULED TO A
NECESSARY TO DEWATER THE PROJECT. WATER FROM REQUIRED DEWATERING OPERATIONS
THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS, EQUIPMENT AND LABOR
UNLESS OTHERWISE NOTED AND SHALL BE DISPOSED OF PROPERLY.
ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR
THE FIELD PRIOR TO CONSTRUCTION.
CONTRACTOR'S EXPENSE. THE CONTRACTOR AND ENGINEER SHALL NOTE THOSE MONUMENTS IN
THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION, SHALL BE RESET AT THE
REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY
THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION DESIGNATED TO
CONTRACTOR, AT NO EXPENSE TO THE PROJECT.
CONTRACTOR. ALL ASSOCIATED COSTS FOR REPAIR SHALL BE PAID FOR BY THE
IS NOT SHOWN TO BE REMOVED OR RESET IN THE PLANS IS THE RESPONSIBILITY OF THE
REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS, IRRIGATION, OR LANDSCAPING THAT
AREAS NOT APPROVED BY THE ENGINEER.
THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY
CONSTRUCTION LIMIT AREAS, OR AS DIRECTED BY THE ENGINEER IN THE FIELD.
LIMITS OF CONSTRUCTION SHALL BE CONFINED TO PUBLIC RIGHTS-OF-WAY, EASEMENTS,
SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOODING.
WATER SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE OWNER. THIS
TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF
THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL
INCLUDED IN WORK.
OF THE PAVEMENT WILL BE SAWCUT AND REMOVED. COST OF SAWCUTTING SHALL BE
ASPHALT AND/OR CONCRETE WIDENING, THE EXISTING OUTER 1' (OR AS SHOWN IN PLANS)
REQUIRED ON THIS PROJECT SHALL BE SAW CUT TO A VERTICAL EDGE. AT ALL AREAS OF
REMOVAL OF ASPHALT MAT, CURB AND GUTTER, CONCRETE PAVEMENT AND SIDEWALK
BRIDGE CONSTRUCTION, THE STANDARD PLANS AND THE FIELD MATERIALS MANUAL.
TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND
SUBSEQUENTLY REVISED)AT BID OF THE FOLLOWING: THE COLORADO DEPARTMENT OF
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION (AS
OF LITTER AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS.
CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL
CONTRACTOR AT THE CONTRACTORS EXPENSE. CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL
ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE
OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS SECTIONS.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS
AMENDED.
STORMWATER MANAGEMENT PLAN, SPECIFICATIONS 101, 107, AND 208, SHALL BE FOLLOWED OR
ALL EROSION/SEDIMENT CONTROL AND STORMWATER RESPONSIBILITIES ARE AS STATED IN THE
NEEDED ACCORDING TO THE CONSTRUCTION PHASING AND AS APPROVED BY THE ENGINEER.
ALL EROSION/SEDIMENT CONTROL BMPS SHALL BE PLACED AS
GRADING OPERATIONS BEGIN.
EROSION/SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION AND
CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY.
EXCAVATION REQUIRED FOR THE COMPACTION OF BASES OF CUTS AND FILLS WILL BE
BRIDGE CONSTRUCTION SECTION 203.07 OR AS DIRECTED BY THE ENGINEER.
ALL COMPACTION SHALL BE PER THE CDOT STANDARD SPECIFICATIONS FOR ROAD AND
0.5 FEET BASES OF CUTS AND FILLS
FULL DEPTH OF ALL EMBANKMENTS
DEPTH OF MOISTURE DENSITY CONTROL SHALL BE AS FOLLOWS:
THIS IS A NON-SIGNIFICANT PROJECT.
CLASS OF EXPOSURE FOR THE PROJECT BASED ON THOSE TEST RESULTS.
REQUIRED FOR A PRELIMINARY SOIL SURVEY. THE CONTRACTOR MAY PROPOSE A DIFFERENT
FIELD MATERIALS MANUAL. TESTING SHALL BE AT THE SAME SCHEDULE AND FREQUENCY AS
THEIR OWN EXPENSE HAVE A CERTIFIED LABORATORY TEST THE SUB GRADE AS PER TEH
OF POTENTIAL EXPOSURE SHALL BE CLASS 0 FOR THIS PROJECT. TEH CONTRACT MAY AT
TO PROVIDE ADEQUATE SULFATE RESISTANCE IN ALL CONCRETE SUPPLIED, SEVERITY
26.
27.
31.
32.
BUY AMERICA
28.
3
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GUARDRAIL TYPE 3 W-BEAM (19 SHEETS)
1-3 M-607-1
M-607-2
M-607-3
M-607-4
M-607-10
M-608-1
M-609-1
M-611-1
M-613-1
M-615-1
M-615-2
M-616-1
M-620-1
M-620-2
M-620-11
M-620-12
WIRE FENCES AND GATES (3 SHEETS)
CHAIN LINK FENCE (3 SHEETS)
BARRIER FENCE
DEER FENCE AND GATES (3 SHEETS)
PICKET SNOW FENCE
CATTLE GUARD (2 SHEETS)
ROADWAY LIGHTING (4 SHEETS)
EMBANKMENT PROTECTOR TYPE 3
EMBANKMENT PROTECTOR TYPE 5
INVERTED SIPHON
FIELD LABORATORY CLASS 1
FIELD OFFICE CLASS 1
FIELD OFFICE CLASS 2
M-210-1 MAILBOX SUPPORTS (2 SHEETS)
M-614-1 RUMBLE STRIPS (3 SHEETS)
M-629-1 SURVEY MONUMENTS (2 SHEETS)
19-30
EXCAVATION AND BACKFILL FOR STRUCTURES
17-18
31-32
33
34-38
40-41
42-43
44-45
46
47
49
50-53
54
55
58-59
60
61
62-63
64
65-67
73
74-92
M-606-13 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS) 93-96
120-125
126-129
130-131
132-135
136-138
141
142
143
144
147
148
149-150
M-604-25 VANE GRATE INLET (5 SHEETS) 68-72
M-606-14 PRECAST TYPE 7 CONCRETE BARRIER (3 SHEETS)
M-607-15 ROAD CLOSURE GATE (9 SHEETS)
97-99
8
9
15-16
DIVIDED HIGHWAYS (3 SHEETS)
39
M-614-2 SAND BARREL ARRAYS (2 SHEETS) 139-140
(2 SHEETS)
S-614-40 TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS 184-188
(5 SHEETS)
(4 SHEETS)
S-614-8 169-173
189-192
183
182
181
178-180
177
175
167-168
165-166
162-164
161
158-159
160
DELINEATOR INSTALLATIONS (7 SHEETS) 151-157
ALTERNATIVE TRAFFIC SIGNAL INSTALLATION DETAILS
TYPICAL MULTI-SIGN INSTALLATIONS
CONCRETE BARRIER SIGN POST INSTALLATIONS
TYPICAL POLE MOUNT SIGN INSTALLATIONS
FLASHING BEACON AND SIGN INSTALLATIONS (3 SHEETS)
STRUCTURE NUMBER INSTALLATION
MARKER ASSEMBLY INSTALLATIONS
FOR CLASS III SIGNS (2 SHEETS)
CONCRETE FOOTINGS AND SIGN ISLANDS
FOR GROUND SIGNS (2 SHEETS)
BREAK-AWAY SIGN SUPPORT DETAILS
CLASS III SIGNS (3 SHEETS)
CLASS II SIGNS
CLASS I SIGNS
GROUND SIGN PLACEMENT (2 SHEETS)
S-614-40A
S-614-22
S-614-21
S-614-20
S-614-14
S-614-12
S-614-10
S-614-6
S-614-5
S-614-4
S-614-3
S-614-2
S-614-1
S-612-1
M-603-4 CORRUGATED POLYETHYLENE PIPE (AASHTO M294)
S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS
METAL PIPE (4 SHEETS)
M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)
M-100-2
TEMPORARY EROSION CONTROL (12 SHEETS)
CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)
176
13-14
56
57
103-105
106
107-109
110
111-119
ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7
10-12
48
100-102
FIELD LABORATORY CLASS 2 (2 SHEETS) 145-146
S-614-9 PEDESTRIAN PUSH BUTTON POST ASSEMBLY 174
S-614-41 193
S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 194-197
S-614-43 198-207
(10 SHEETS)
TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS
COLORADO
DEPARTMENT OF TRANSPORTATION
July 04, 2012
M&S STANDARDS PLANS LIST
NUMBER
PLAN
REVISED
NEW OR
TITLE
M STANDARD
NUMBER
PAGE
NUMBER
PLAN
REVISED
NEW OR
TITLE
M STANDARD
NUMBER
PAGE
NUMBER
PLAN
REVISED
NEW OR
TITLE
S STANDARD
NUMBER
PAGE
JULY 24, 2012)
(REVISED ON
JULY 24, 2012)
(REVISED ON
BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.
AND REVISED, APPLY TO THIS PROJECT WHEN USED
ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED
WILL BE ATTACHED TO THE PLANS.
TO THIS PROJECT, INDICATED BY A MARKED BOX ,
NEW OR REVISED STANDARD PLAN SHEETS APPLICABLE
(REVISED ON SEPTEMBER 25, 2012)
(REVISED ON JULY 08, 2013)
AUGUST 27, 2013)
(REVISED ON
AUGUST 27, 2013)
(REVISED ON
AUGUST 27, 2013)
(REVISED ON
(REVISED ON AUGUST 30, 2013)
(REVISED ON SEPTEMBER 16, 2013)
(REVISED ON OCTOBER 02, 2014)
OCT. 02, 2014)
(REVISED ON
OCT. 02, 2014)
(REVISED ON
(REVISED ON OCTOBER 02, 2014)
OCT. 27, 2014)
(REVISED ON
CURB RAMPS (7 SHEETS) (REVISED ON JUNE 16, 2014)
(REVISED ON DECEMBER 12, 2014)
(REVISED ON DECEMBER 17, 2014)
(REVISED ON OCTOBER 23, 2014)
TUBULAR STEEL SIGN SUPPORT DETAILS (6 SHEETS)
TEMPORARY SPAN WIRE SIGNALS (REVISED ON NOVEMBER 18, 2014)
260
259
239-258
234-238
S-614-50 208-219
S-630-3 FLASHING BEACON (PORTABLE) DETAILS
PAVEMENT MARKINGS (5 SHEETS)
AND VERTICAL PANELS
BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)
TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION
S-627-1
S-630-2
S-630-1
(20 SHEETS)
S-630-4
S-630-5
S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY)
S-630-7
PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)
265
263-264
S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 220-233
261-262
DETAILS (2 SHEETS)
STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION
266-268
(3 SHEETS)
ROLLING ROADBLOCKS FOR TRAFFIC CONTROL
STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)
(REVISED ON NOVEMBER 28, 2012)
(REVISED ON NOVEMBER 28, 2012)
(REVISED ON JULY 26, 2013)
(REVISED ON JUNE 10, 2014)
S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) (REVISED ON NOVEMBER 03, 2014)
(REVISED ON DECEMBER 08, 2014)
Revised on December 17, 2014
www.wilsonco.com
(303) 297-2693 fax
(303) 297-2976 main
Denver, CO 80202
1675 Broadway, Suite 200 Numbers
Structure
No Revisions:
Revised:
Void: Sheet Subset:
Detailer:
Designer:
18877
STU M455-108
Sheet Number
Subset Sheets:
Date: Comments Init.
Sheet Revisions As Constructed
Print Date: 4/10/2015
Horiz. Scale:1:1 Vert. Scale: As Noted
Unit Leader Initials
Project No./Code
File Name:
Unit Information
bshearn 3:22:10 PM pw:\\ABQPWINT01.wilsonco.com :Wilson_Projects\Docum ents\8100-TRN\CDOT\13-100-310-00_Vine_Shields_Intersection\00000\Design\Drawings\M&S Standard Plans List Index
M&S Standard Plans List Index
1420 Second Street
Phone:970-350-2126
Region 4 LHN
Greeley, CO 80631 2
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