2-signage & striping...signage & striping 123135 0 scale: 1" = original graphic scale...
TRANSCRIPT
1
1
1
13
1
2
13
14
11
12
13
31
32
10
7
8
1
STA: 23+20.98
OS: 24.50 R
1
1
50.00'
ROW
33+87
23+00 24+00 25+00 26+00 27+00 28+
00
2
9
+
0
0
30+00 31+00 32+00 33+00
14
+0
01
5+
00
16
+0
0
17+
00
1
8
+
0
0
2
4
+
0
0
2
5
+
0
0
23
+0
02
3+
83
STA: 32+94.70
OS: 24.50 R
STA: 14+59.94
OS: 24.50 R
STA: 10+37.00
OS: 24.50 L
STA: 9+48.69
OS: 0.00 L
E. 145TH AVE.
HU
DS
ON
S
T.
HU
DS
ON
W
AY
GR
AP
E S
T.
HO
LL
Y S
T.
GR
AP
E W
AY
STA: 17+95.04
OS: 0.00
STA: 17+61.32
OS: 34.12 L
R11-50 (EMERGENCY AND
AUTHORIZED VEHICLES
ONLY) SIGN POSTS
INSTALLED IN TEMPORARY 2'
DIAMETER, 1' HIGH
CONCRETE CYLINDERS
QTY: 4
STA: 16+33.96
OS: 25.00 L
STA: 15+43.94
OS: 24.50 L
STA: 25+54.29
OS: 26.18 L
STA: 27+26.03
OS: 24.50 R
STA: 29+43.23
OS: 24.50 L
STA: 22+94.73
OS: 24.50 L
STA: 31+89.37
OS: 24.50 R
8+
50
9+
00
10
+0
01
1+
00
21+00
22
+0
02
3+
00
24
+0
02
5+
00
26
+0
02
7+
00
28
+0
02
9+
00
30
+0
03
1+
00
STA: 22+67.38
OS: 8.17 R
STA: 20+49.28
2
1
2
2
2
5 8
145th
Ave
Grape
St
Grape
Wy
145th
Ave
145th
Ave
Hudson
Wy
Hudson
St
145th
Ave
5 8
5 8
22
26
1
2
145th
Ave
Grape
St
26
26
26
26
26
5 22
PROPOSED PHASE II
RIGHT OF WAY
6+
00
7+
00
8+
00
9+00
10
+0
01
1+
00
12
+0
01
3+
00
14+00
15
+0
01
6+
00
"DEAD END" SIGN
STA: 15+43.94
OS: 26.50 R
28
36
36
R11-50 (EMERGENCY AND
AUTHORIZED VEHICLES
ONLY) SIGN POST INSTALLED
IN TEMPORARY 2' DIAMETER,
1' HIGH CONCRETE CYLINDER
QTY: 2
22
EMERGENCY
ACCESS
STA: 28+39.17
OS: 25.91 R
STA: 28+15.45
OS: 30.31 L
STA: 28+12.60
OS: 24.50 R
34
16
STA: 28+49.52
OS: 24.50 L
34
16
SPEED TABLE MARKINGS
(SEE DETAIL 700-2A)
De
sig
ne
d B
y:
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y:
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
1C
IT
Y C
OM
ME
NT
S0
5/0
8/1
5JH
CL
PT
J
WILLO
W B
EN
D
PH
AS
E I
02/11/2015
13023
ADAMS COUNTY POINT
95.0139 ELEV 5324.240
TH
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S1
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4/0
8/1
6C
LP
4C
IT
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ME
NT
S0
9/2
0/1
6C
LP
5C
IT
Y C
OM
ME
NT
S0
9/2
8/1
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AB
6C
IT
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S1
1/0
9/1
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AB
7C
IT
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OM
ME
NT
SM
AB
02
/0
2/1
7
SS02
SIG
NA
GE
&
S
TR
IP
IN
G
135123
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
25 50 70
50'
MA
TC
HL
IN
E S
EE
S
S0
1
MATCHLINE SEE SS04
NOTES:
1. ALL SIGNS TO BE INSTALLED PER CURRENT CITY OF
THORNTON STANDARDS AND SPECIFICATIONS AND PER
MUTCD.
2. PAVEMENT MARKING MATERIAL SHALL BE PREFORMED
TAPE APPLIED PER MANUFACTURER AND CITY
SPECIFICATIONS.
3. ALL SIGNS INSTALLED IN CONCRETE ARE TO BE INSTALLED
IN AN 8" DIAMETER MINIMUM SLEEVE
PROPOSED TRAFFIC SIGN
81
EXISTING TRAFFIC SIGN
5
PROPOSED RESIDENTIAL LIGHT
PROPOSED STREET LIGHT
LEGEND
22
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
SEE PLAN SHEET SS06
FOR DETAILED HOLLY
STREET STRIPING
PLANS
26
2
NAME
St
28
36
34
16
2
10
3
4
5
6
7
9
8
12
13 11
6
10
2
5
3
4
7
6
2
3
4
5
7
8
9
10
11
12
3
4
5
6
7
8
9
11
12
2223
14
15
16
17
18
19
20
21
24
25
26
27
28
29
30
1
50.00'
ROW
50.00'
ROW
50.00'
ROW
6
EXISTING
CONC. WALK
(TYP.)
EXISTING
CURB & GUTTER
(TYP.)
EXISTING
RIGHT-OF-WAY
(TYP.)
PROPOSED
MEDIAN
4"x120" SKIP LINES
W/ 30' GAPS
150'
ROW
10+
00
11+
00
12+
00
16+00 17+001
8
+
0
0
1
9
+
0
0
20+
00
21+
00
22+
00
STA: 10+41.80
OS: 27.01 L
GR
AP
E S
T.
GR
AP
E W
AY
E. 144TH PL.
HU
DS
ON
S
T.
HU
DS
ON
W
AY
E. 144TH PL.
STA: 18+93.22
OS: 22.50 L
STA: 15+00.69
OS: 22.50 L
STA: 17+17.06
OS: 22.51 L
45+00
46+00
47+00
48+00
49+00
50+00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
BIKE LANE DESIGNATION
STA: 55+83.58
OS: 49.34 L
SPEED LIMIT "45"
STA: 54+85.70
OS: 58.79 L
BIKE LANE DESIGNATION
STA: 54+17.36
OS: 47.86 R
"KEEP RIGHT" SIGN WITH
"STOP" SIGN, BACK TO BACK
STA: 55+78.87
OS: 11.60 L
4" SOLID WHITE
LINE (TYP.)
4" SOLID
WHITE LINES
12+
00
13+
00
14+
00
1
5
+
0
0
16+00
1
7
+
0
0
18+
00
19+
00
20+
00
12.00'
12.00'
12.00'
6.00'
12.00'
12.00'
12.00'
6.00'
CURB & GUTTER
(TYP.)
TRAIL (TYP.)
RIGHT-OF-WAY
19.00'
1.00'
1.00'
600' TAPER
"LANE REDUCTION ARROW"
STA: 47+02.73
OS: 28.67 R
"RIGHT TURN ARROW"
STA: 54+19.49
OS: 53.92 R
11.00'
11.00'
11.00'
6.00'
44.00'
5.00'
12.00'
11.00'
2.00'
"LEFT TURN" SIGN
STA: 54+08.69
OS: 11.51 L
"LEFT TURN" SIGN
STA: 54+95.51
OS: 11.50 L
"BIKE LANE" SIGN
STA: 55+95.48
OS: 56.52 L
"STOP" SIGN
STA: 55+93.65
OS: 65.52 R
24" SOLID
WHITE LINE
"RIGHT TURN" SIGN
STA: 53+98.69
OS: 68.21 R
"RIGHT TURN" SIGN
STA: 54+96.68
OS: 66.54 R
E. 144TH AVE.
STA: 13+60.08
OS: 24.50 R
STA: 20+49.28
OS: 24.50 R
2
144th
Pl
Grape
St
144th
Pl
Wy
Grape
Hudson
Wy
Pl
144thHudson
St
Pl
144th
2
2
2
7
15
17
15
7
31
31
11
113
1
30
30
26
26
0+
00
1+
00
2+
00
3+00
4+
00
5+
00
6+
00
6+00
7+
00
35
N: 774,590.14
E: 161,863.18
N: 775,083.41
E: 161,953.43
34
12.00'
"LEFT TURN ARROW"
STA: 54+05.44
OS: 2.01 L
"LANE REDUCTION" SIGN
STA: 46+94.87
OS: 55.68 R
37
12.00'
6.00'
"BEGIN RIGHT TURN" SIGN
STA: 52+95.24
OS: 55.89 R
19
12.00'
6.00'
12.00'
12.00'
"LEFT TURN" SIGN
STA: 46+96.45
OS: 0.18 R
31
8"x36" WHITE LINES
W/ 9' GAPS (TYP.)
4"x24" WHITE LINES
W/ 4' GAPS (TYP.)
N: 774,682.99
E: 161,915.98
34
36
N: 774,601.02
E: 161,882.18
De
sig
ne
d B
y:
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y:
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
1C
IT
Y C
OM
ME
NT
S0
5/0
8/1
5JH
CL
PT
J
WILLO
W B
EN
D
PH
AS
E I
02/11/2015
13023
ADAMS COUNTY POINT
95.0139 ELEV 5324.240
TH
O
M
A
S
C .
J
A
N
S
E
N
PR
O
F
E
S
S
I
O
NAL
E
N
G
I
N
E
E
R
CO
L
O
R
A
D
O
RE
G
I
S
T
E
R
E
D
2C
IT
Y C
OM
ME
NT
S1
0/3
0/1
5JH
3C
IT
Y C
OM
ME
NT
S0
4/0
8/1
6C
LP
4C
IT
Y C
OM
ME
NT
S0
9/2
0/1
6C
LP
5C
IT
Y C
OM
ME
NT
S0
9/2
8/1
6M
AB
6C
IT
Y C
OM
ME
NT
S1
1/0
9/1
6M
AB
7C
IT
Y C
OM
ME
NT
SM
AB
02
/0
2/1
7
SS04
SIG
NA
GE
&
S
TR
IP
IN
G
135125
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
25 50 70
50'
MA
TC
HL
IN
E S
EE
S
S0
3
MATCHLINE SEE SS02
NOTES:
1. ALL SIGNS TO BE INSTALLED PER CURRENT CITY OF
THORNTON STANDARDS AND SPECIFICATIONS AND PER
MUTCD.
2. PAVEMENT MARKING MATERIAL SHALL BE PREFORMED
TAPE APPLIED PER MANUFACTURER AND CITY
SPECIFICATIONS.
3. ALL SIGNS INSTALLED IN CONCRETE ARE TO BE INSTALLED
IN AN 8" DIAMETER MINIMUM SLEEVE.
PROPOSED TRAFFIC SIGN
1
2
11
EXISTING TRAFFIC SIGN
PROPOSED RESIDENTIAL LIGHT
PROPOSED STREET LIGHT
7
BIKE LANE
PAVEMENT
MARKING
13
15
LEGEND
NAME
St
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
SEE PLAN SHEET SS06 FOR STRIPING LAYOUT INFORMATION
SEE PLAN SHEET SS05
FOR STRIPING LAYOUT
INFORMATION
SEE PLAN SHEET SS06
FOR HOLLY STREET
SIGNING & STRIPING
30
31
33
34
35
36
37
19
15
16
17
18
19
6
40A
41A
42A
43A
44A
45A
55+
00
56+
00
57+00
58+
00
8" SOLID WHITE LINE
4" DOUBLE
YELLOW LINE
4"x120" SKIP LINES
WITH 30' GAP
STA: 55+93.40
OS: 60.50 R
STA: 55+93.40
OS: 45.50 R
STA: 55+93.40
OS: 1.50 R
EXISTING EDGE
OF PAVEMENT
STA: 0+97.93
OS: 56.54 L
STA: 0+97.98
OS: 51.54 L
STA: 1+03.33
OS: 39.59 L
STA: 0+97.80
OS: 27.53 L
STA: 7+08.01
OS: 49.37 R
STA: 7+08.01
OS: 37.37 R
STA: 7+08.01
OS: 25.37 R
STA: 7+08.01
OS: 13.37 R
STA: 7+08.01
OS: 1.36 R
TIE INTO EXISTING HOLLY
STREET STRIPING, REFER TO
PLAN AND PROFILE SHEETS FOR
ADDITIONAL DETAILS
STA: 13+17.57
OS: 14.96 R
STA: 9+07.42
OS: 11.26 R
STA: 9+07.77
OS: 23.26 R
STA: 9+07.42
OS: 0.74 L
SPEED LIMIT "45" SIGN
STA: 3+93.26
OS: 4.01 R
4" SOLID WHITE LINE
STA: 55+71.04
OS: 25.50 L
STA: 55+71.04
OS: 36.50 L
STA: 55+93.41
OS: 47.50 L
HOLLY ST.
"LEFT TURN ARROW"
STA: 8+96.32
OS: 14.89 R
STA: 13+17.83
OS: 3.62 R
BIKE LANE DESIGNATION
STA: 7+19.92
OS: 51.67 R
12.00'
12.00'
12.00'
6.00'
12.00'
STA: 0+98.49
OS: 3.54 L
4"x120" SKIP LINES
WITH 30' GAP
8" SOLID WHITE LINE
4" DOUBLE
YELLOW LINE
4"x24" WHITE LINES
W/ 4' GAPS (TYP.)
4" SOLID WHITE LINE
VARIES
12.00'
12.00'
12.00'
5.00'
12.00'
VARIES
"RIGHT TURN" SIGN
STA: 1+11.15
OS: 83.00 L
30
"RIGHT TURN" SIGN
STA: 3+53.65
OS: 76.31 L
"RIGHT TURN ARROW"
STA: 2+91.81
OS: 61.51 L
12.00'
12.00'
12.00'
4.15'
2.25'
410' TRANSITION
15
7
STA: 1+10.53
OS: 15.42 L
0+001+002+00
3+00
4+00
6+00
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
HOLLY STREET CONSTRUCTION BASELINE
(FROM LEWIS POINT PROJECT)
HOLLY STREET CONSTRUCTION BASELINE
STA: 2+97.79
OS: 53.65 L
STA: 2+97.79
OS: 58.65 L
STA: 3+97.79
OS: 51.64 L
200' TANGENT
STA: 55+93.40
OS: 50.50 R
89.41°'
STA: 2+97.74
OS: 29.64 L
STA: 9+07.97
OS: 47.01 R
STA: 2+97.79
OS: 17.65 L
STA: 2+97.79
OS: 5.65 L
30
11
12
13
14
15
16
10
HOLLY ST.
PROVIDE 4"x120" SKIP LINES
WITH 30' GAPS
4" DOUBLE YELLOW
4"x24" WHITE LINES
W/ 4' GAPS (TYP.)
"RIGHT TURN" SIGN
"BEGIN RIGHT TURN" SIGN
STA: 4+50.71
OS: 59.73 L
19
12.00'
4+005+006+007+008+00
9+00
10+0011+0012+0013+00
14+00
15+0016+0017+0018+00
EM
ER
GE
NC
Y
AC
CE
SS
4" SOLID WHITE LINE
EDGE OF PAVEMENT
(2' MIN. SHOULDER)
SEE SS02 FOR
PROPOSED SIGNS
EDGE OF PAVEMENT
(2' MIN. SHOULDER)
1278' TRANSITION
LANE OFFSET TRANSITION
W x S = 28.4' x 45mph = 1278'
STA: 14+00.15
OS: 23.39 L
325' TRANSITION
NORTHBOUND LANE OFFSET TRANSITION
REQUIRED (W x S = 4.85' x 45mph = 218')
STA: 6+22.97
OS: 10.50 L
STA: 6+22.79
OS: 22.50 L
STA: 6+22.79
OS: 46.50 L
12.00'
12.00'
6.00'
12.00'
STA: 9+00.15
OS: 10.50 L
STA: 9+00.15
OS: 22.50 L
12.00'
12.00'
6.00'
4" SOLID WHITE LINE
STA: 9+00.15
OS: 46.50 L
277' CONSISTENT OFFSET
325' TRANSITION
SOUTHBOUND LANE OFFSET TRANSITION
REQUIRED (W x S = 7.15' x 45mph = 322')
277' CONSISTENT OFFSET
500' LANE ADDITION
12.00'
12.00'
GRAVEL
EXISTING GRAVEL LIMITS
B
END CENTERLINE STRIPING AT
LIMIT OF WORK, REFER TO
PLAN AND PROFILE SHEETS
FOR ADDITIONAL DETAILS
17+0018+0019+0020+0021+0022+00
23+00
LIMIT OF WORK
STA: 21+78.15
OS: 6.10 L
GRAVEL
24.01'
PROPOSED EDGE OF
PAVEMENT
STA: 21+78.15
OS: 17.90 R
EXISTING GRAVEL LIMITS
EXISTING GRAVEL LIMITS
De
sig
ne
d B
y:
Date:
Job No.:
FOR AND ON BEHALF OF
JANSEN STRAWN CONSULTING ENGINEERS, INC.
Ch
ecke
d B
y:
811CALL 2 BUSINESS DAYS IN ADVANCE BEFORE
YOU DIG, GRADE OR EXCAVATE FOR THE
MARKING OF UNDERGROUND MEMBER
UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
BENCHMARK:
By
Da
te
De
scrip
tio
n o
f R
evisio
ns
No
.
45 WEST 2ND AVENUE
DENVER, CO 80223
P.303.561.3333
F.303.561.3339
Sheet of
1C
IT
Y C
OM
ME
NT
S0
5/0
8/1
5JH
WILLO
W B
EN
D
PH
AS
E I
ADAMS COUNTY POINT
95.0139 ELEV 5324.240
TH
O
M
A
S
C .
J
A
N
S
E
N
PR
O
F
E
S
S
I
O
NAL
E
N
G
I
N
E
E
R
CO
L
O
R
A
D
O
RE
G
I
S
T
E
R
E
D
2C
IT
Y C
OM
ME
NT
S1
0/3
0/1
5JH
3C
IT
Y C
OM
ME
NT
S0
4/0
8/1
6C
LP
4C
IT
Y C
OM
ME
NT
S0
9/2
0/1
6C
LP
5C
IT
Y C
OM
ME
NT
S0
9/2
8/1
6M
AB
6C
IT
Y C
OM
ME
NT
S1
1/0
9/1
6M
AB
7C
IT
Y C
OM
ME
NT
SM
AB
02
/0
2/1
7
SS06
SIG
NA
GE
&
S
TR
IP
IN
G
135127
0
SCALE: 1" =
ORIGINAL GRAPHIC SCALE
25 50 70
50'
NOTES:
1. ALL SIGNS TO BE INSTALLED PER CURRENT CITY OF
THORNTON STANDARDS AND SPECIFICATIONS AND PER
MUTCD.
2. PAVEMENT MARKING MATERIAL SHALL BE PREFORMED
TAPE APPLIED PER MANUFACTURER AND CITY
SPECIFICATIONS.
3. ALL SIGNS INSTALLED IN CONCRETE ARE TO BE INSTALLED
IN AN 8" DIAMETER MINIMUM SLEEVE
WORK SHALL BE CONSTRUCTED TO CITY OF THORNTON STANDARDS AND
SPECIFICATIONS. THIS APPROVAL IS FOR CONFORMANCE WITH THESE STANDARDS
AND SPECIFICATIONS AND OTHER CITY REQUIREMENTS. THE DESIGN AND CONCEPT
REMAINS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER OR LANDSCAPE
PROFESSIONAL.
MA
TC
HL
IN
E S
EE
B
EL
OW
MA
TC
HL
IN
E S
EE
A
BO
VE
7
BIKE LANE
PAVEMENT
MARKING
(72" x 41")
19
30
31
PROPOSED TRAFFIC SIGN
EXISTING TRAFFIC SIGN
PROPOSED RESIDENTIAL LIGHT
PROPOSED STREET LIGHT
LEGEND
E. 144T
H A
VE
.
MA
TC
HL
IN
E S
EE
B
EL
OW
MA
TC
HL
IN
E S
EE
A
BO
VE