fl elev.=41.70 u.s. 285
TRANSCRIPT
P.C
. S
TA
1
0+
80
.5
F.L
. E
LE
V. 4
1.9
7
P.C
. S
TA
1
2+
77
.8
F.L
. E
LE
V. 4
1.6
5
G
R
A
D
E
B
R
E
A
K
4
2
4
0
C
.L
. S
T
A
1
2
+
1
1
.2
C
.L
. E
L
E
V
. 4
1
.8
0
L.P
. P
.C
. S
TA
1
2+
06
.3
C
.L
. E
L
E
V
. 4
2
.0
C.O.
CURB CUT
42.40
F.L
. E
LE
V. 4
1.3
0
IN
ST
AL
L C
UR
B IN
LE
T
MATCH EDGE OF EXISTING
PAVEMENT FL=43.0
MATCH EDGE OF EXISTING
PAVEMENT FL=42.20
CL OF R.O.W.
70
' T
RA
NS
IT
IO
N T
O M
AT
CH
EX
IS
TIN
G R
OA
D W
AY
20
.0
0'
13
.5
2'
ST
A 1
2+
40
BE
GIN
S
WA
LE
TREE TO BE REMOVED
PART OF CLEARING
AND GRUBBING
IN
ST
AL
L IN
LIN
E IN
LE
T
F.L. ELEV. 41.89
F.L. ELEV. 41.81
R
2
0
.
0
0
'
R
2
0
.
0
0
'
B.M. TOP OF PIN
ELEV.= 7542.40
WM
42.72
42.96
42.80
42.70
42.86
FL ELEV.=41.59
FL ELEV.=41.97
FL ELEV.=41.70
42.35
REMOVE SIGNS
U
.
S
.
2
8
5
RELOCATE
SIGNS TO EDGE
OF ROADWAY
42.20
EXISTING POWER
POLES
REMOVE EXISTING FENCE
FROM ROADWAY LOCATION
RELOCATE
EXISTING
POWER POLE
RELOCATE
EXISTING POWER
POLE AND SIGNS
41.80
MATCH EXISTING
PAVEMENT ELEVATIONS
40.50
40.70
INSTALL 10" DIA.
STORM DRAIN PIPE
INV.=39.0
INV.=38.6
RELOCATE EXISTING
FIBEROPTICS VAULT SOUTH
OF FUTURE SIDEWALK
BE
GIN
C
ON
ST
RU
CT
IO
N:
MA
TC
H E
XIS
TIN
G F
L
EXISTING FL
ELEV.=42.42±
EXISTING FL
ELEV.=42.66±
R
5
0
.
0
'
R
4
5
.0
'
R
4
5
.
0
'
5' WIDE
SIDEWALK
1
3
.
5
'
2
7
.
5
'
ST
A 12+
58
IN
ST
ALL A
CC
ES
S R
AM
P
ST
A 12+
26
IN
ST
ALL A
CC
ES
S R
AM
P
5' WIDE
SIDEWALK
M
A
T
C
H
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
M
A
T
C
H
E
X
I
S
T
I
N
G
A
S
P
H
A
L
T
SAWCUT EXISTING ASPHALT
INSTALL NEW ROADWAY
CROWN
26.0'
26'
R
2
0
.
0
'
NEW R.O.W. REMOVE
FENCE AS NECESSARY
REMOVE 20'± EXISTING
CURB AND GUTTER
32.0'
U.S 285 & 8TH STREET INTERSECTIONU.S 285 & 8TH STREET INTERSECTION
PLAN
PERMIT NUMBER 516003 IS ISSUED BY THE COLORADO DEPARTMENT OF
TRANSPORTATION (CDOT) IN ACCORDANCE WITH THE 1998 ACCESS CODE AND
IS BASED UPON THE INFORMATION SUBMITTED BY THE PERMITTEE.
PERMIT NUMBER 516003 IS ISSUED FOR THE CONSTRUCTION AND USE OF:
a) A PAVED FULL-MOVEMENT ACCESS TO US HIGHWAY 285
FOR THE CITY OF ALAMOSA AT APPROXIMATE MILE MARKER
33.877 LEFT.
TEMPORARY TRAFFIC CONTROL, WITH PRIOR WRITTEN APPROVAL BY CDOT, IS
REQUIRED AT ALL TIMES DURING CONSTRUCTION OF THE ACCESS IN ACCORDANCE
WITH A TRAFFIC CONTROL PLAN (TCP). THE TCP SHALL BE DEVELOPED AND
IMPLEMENTED BY A TRAFFIC CONTROL SUPERVISOR (TCS) CERTIFIED BY THE
AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) OR THE COLORADO
CONTRACTORS ASSOCIATION (CCA)
THE CONTRACTOR IS REQUIRED TO PROVIDE COMPREHENSIVE GENERAL LIABILITY AND
PROPERTY DAMAGE INSURANCE NAMING THE DEPARTMENT (CDOT) AS AN ADDITIONAL
INSURED PARTY IN CONFORMANCE WITH STANDARD SPECIFICATION SECTION 107
RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS,
DURING THE PERIOD OF ACCESS CONSTRUCTION.
THE CONTRACTOR MUST CONTACT MR. RON QUINTANA AT 8961CR 109, ALAMOSA, CO
81101, AT PHONE NUMBER 719-587-3286 OR VIA EMAIL AT ron.quintana@!state.co.us TO
MEET WITH HIM AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING ANY ACCESS
IMPROVEMENTS OR CONSTRUCTION OF ANY KIND WITHIN THE HIGHWAY RIGHT-OF-WAY
(ROW). FAILURE TO COMPLY WITH THIS CONDITION MAY RESULT IN REVOCATION OF
THIS PERMIT. PROOF OF THIS PRE-INSPECTION MEETING MUST BE PROVIDED ALONG
WITH THE WRITTEN REQUEST FOR NOTICE TO PROCEED.
THE TRAFFIC CONTROL SUPERVISOR (TCS) SHALL PROVIDE A TRAFFIC CONTROL PLAN
(TCP) IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD). THE TCP SHALL BE SUBMITTED TO THE REGION 5
ACCESS MANAGER FOR REVIEW AND ACCEPTANCE A MINIMUM OF THREE (3) WORKING
DAYS PRIOR TO THE DESIRED IMPLEMENTATION DATE. IF CONSTRUCTION OF THE
ACCESS IMPROVEMENTS INVOLVES A TRAFFIC CONTROL APPLICATION THAT DIFFERS
FROM THE INITIAL TCP THE TCS SHALL SUBMIT A NEW TCP FOR REVIEW AND
ACCEPTANCE. TRAFFIC CONTROL OF ANY NATURE WILL NOT BE ALLOWED UNLESS
AUTHORIZED IN WRITING BY CDOT.
PAVEMENT DESIGN REQUIREMENTS :
1. MATERIALS SHALL CONFORM WITH:
a) SECTION 304-AGGREGATE BASE COURSE (ABC) CLASS 1 OR 2 AND
CLASS 6, WITH RESISTANCE VALUES OF AT LEAST 70 AND 76 WHEN TESTED BY
THE HVEEM STABILOMETER METHOD.
b) SECTION 403-HOT MIX ASPHALT GRADING S OR SX, PG 58-28
c) SECTIONS 412 & 601 - CONCRETE PAVEMENT CLASS P=4200 PSI.
2. UNLESS A PAVEMENT DESIGN IS SUBMITTED, PAVEMENTS SHALL CONFORM TO THE
FOLLOWING COMPACTED THICKNESSES:
a) HOT MIX ASPHALT (HMA) PAVEMENT-
i. HMA-4 INCHES ON THE ACCESS. ANY PAVEMENT REPLACED ON
THE STATE HIGHWAY SHOULDER SHALL MATCH THE EXISTING PAVEMENT
THICKNESS.
ii. ABC (CLASS 6) -6 INCHES
iii. ABC (CLASS 1 OR 2) - 12 INCHES
b) CONCRETE PAVEMENT
i. CONCRETE -6 INCHES
ii. ABC (CLASS 6) - 6 INCHES
ALL FINAL SIGNING AND STRIPING SHALL BE INSTALLED BY THE CONTRACTOR IN
CONFORMANCE WITH THE MUTCD AND CDOT M&S STANDARDS.
A COPY OF THIS PERMIT AND THE VALIDATED NOTICE TO PROCEED MUST BE ON THE
JOB WITH THE CONTRACTOR AT ALL TIMES OR ANY WORK ONSITE AND OFFSITE WILL BE
ORDERED TO BE IMMEDIATELY SUSPENDED UNTIL THIS TERM IS COMPLIED WITH.
CONSTRUCTION ACTIVITIES WITHIN THE HIGHWAY ROW SHALL BE IN COMPLIANCE WITH
THE MOST CURRENT EDITIONS OF THE FOLLOWING MANUALS:
a) CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION
b) CDOT STANDARD SPECIAL PROVISIONS
c) CDOT STANDARD PLANS M&S STANDARDS
d) CDOT CONSTRUCTION MANUAL
e) CDOT FIELD MATERIALS MANUAL
f) CDOT LABORATORY MANUAL OF TEST PROCEDURES
g) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) PART IV AND THE
COLORADO SUPPLEMENT
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY ADDITIONAL
FEDERAL, STATE AND OR CITY/COUNTY PERMITS OR CLEARANCES REQUIRED FOR
CONSTRUCTION OF THE ACCESS. APPROVAL OF THIS ACCESS PERMIT DOES NOT
CONSTITUTE VERIFICATION O THIS ACTION BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY ADDITIONAL
FEDERAL, STATE AND OR CITY.COUNTY PERMITS OR CLEARANCES REQUIRED FOR
CONSTRUCTION OF THE ACCESS. APPROVAL OF THIS ACCESS PERMIT DOES NOT
CONSTITUTE VERIFICATION O THIS ACTION BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITY LOCATIONS. THE CONTRACTOR MUST NOTIFY
OWNERS R OPERATORS OF UNDERGROUND UTILITY FACILITIES AT LEAST TWO (2) BUSINESS DAYS PRIOR TO BEGINNING
EXCAVATION IN THE VICINITY OF SUCH FACILITIES, AS REQUIRED UNDER SECTION 9-1.5-103, COLORADO REVISED STATUTES. CALL
UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) 811 OR 1-800-922-1987 FOR MAKING IF MEMBER UTILITIES . CALL
NON-MEMBER UTILITIES DIRECTLY.
THE CONTRACTOR SHALL COORDINATE ACCESS CONSTRUCTION WITH ANY UTILITY INSTALLATIONS.
ANY DAMAGE TO UTILITIES DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE
THE UTILITY AT NO COST TO THE DEPARTMENT.
THE CONTRACTOR SHALL NOT MAKE ANY CHANGES TO THE ACCESS DESIGN WITHOUT PRIOR APPROVAL FROM THE REGION 5
ACCESS MANAGER OR OTHER AUTHORIZED REGION 5 CDOT REPRESENTATIVE. IF NECESSARY, MINOR CHANGES, CORRECTIONS
AND OR ADDITIONS TO THIS PERMIT WILL BE ORDERED BY CDOT TO MEET UNANTICIPATED SITE CONDITIONS.
ANY DAMAGE TO ANY EXISTING HIGHWAY FACILITIES SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO CONTINUING OTHER
WORK.
CDOT RESERVES THE RIGHT TO SUSPEND ANY CONSTRUCTION ACTIVITIES, TO INCLUDE TRAFFIC CONTROL, THAT INTERFERE WITH
THE SAFE OPERATION OF THE STATE HIGHWAY. ANY SUCH SUSPENSIONS SHALL REQUIRE A WRITTEN PLAN OF ACTION DETAILING
HOW THE CONTRACTOR WILL PREVENT FURTHER SAFETY INFRACTIONS PRIOR TO RECOMMENCING CONSTRUCTION ACTIVITIES.
ALL EQUIPMENT, MATERIALS OR ANY OTHER NON-CRASHWORTHY ITEM SHALL BE STORED OUTSIDE THE CLEAR ZONE DURING
NON-WORKING TIMES.
EXISTING HIGHWAY SIGNS REQUIRING REMOVAL WITHIN THE LIMITS OF THE CONSTRUCTION ACTIVITIES SHALL BE REMOVED AND
DELIVERED TO THE CDOT MAINTENANCE SHOP FOR STORAGE AND FUTURE REPLACEMENT BY THE CONTRACTOR UNLESS
OTHERWISE AGREED TO BY CDOT AND THE CONTRACTOR. INSTALLATION SHALL BE AS DIRECTED BY CDOT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE STATE HIGHWAY TRAVEL LANES AND SHOULDERS
CLEAR OF ANY MUD OR DEBRIS TRACKED ONTO IT THROUGHOUT CONSTRUCTION OF THE ACCESS ON A DAILY BASIS
OR AS OTHERWISE DIRECTED BY CDOT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
GENERAL NOTES
DRAWING
SHEET
OF
KR
DRAWN:
CHECKED:
APPROVED:
TIT
LE
:
JOB NO.
CLIE
NT
:
1"=20'
SCALE:
CIT
Y O
F A
LAM
OSA
REY
NO
LDS
ENG
INEE
RIN
G C
OM
PAN
Y
INTERSECTION
1 3
CDOT PLAN
WES
T 8T
H S
TREE
T R
ECO
NST
RU
CTI
ON
PR
OJE
CT
8TH & 285
DATE:
APRIL, 2016
CD
OT
INTE
RSE
CTI
ON
PLA
N
NOT FOR CONSTRUCTION. FOR
REVIEW AND COMMENT ONLY (4-4-16)
4
2
4
0
B.M. TOP OF PIN
ELEV.= 7542.40
WM
24" WIDE
STOP LINE
1
2
'
1
4
'
X
STOP SIGN
(R1-1)
X
STOP SIGN
(R1-1)
CROSS WALK MARKING 6'
LONG X 12" WIDE TYP.
24" WIDE
STOP LINE
4" SOLID
WHITE LINE
1
2
'
1
4
'
1
2
'
4
"
S
O
L
I
D
W
H
I
T
E
L
I
N
E
DOUBLE YELLOW LINES
D
O
U
B
L
E
Y
E
L
L
O
W
L
I
N
E
S
U
.
S
.
2
8
5
R
3
2
.0
'
4" SOLID
WHITE LINE
24" WIDE
STOP LINE
S
T
O
P
S
T
O
P
O
N
L
Y
O
N
L
Y
O
N
L
Y
U.S. 285 & 8TH STREET INTERSECTION STRIPPINGU.S. 285 & 8TH STREET INTERSECTION STRIPPING
BA
HG
FEDC
11
10
9
8
7
6
5
4
3
2
1
BA HGFEDC
Th
is D
ra
win
g is th
e p
ro
pe
rty o
f th
e E
ng
in
ee
r a
nd
is n
ot to
b
e re
pro
du
ce
d, m
od
ifie
d o
r u
se
d fo
r a
ny o
th
er p
ro
je
ct o
r e
xte
nsio
n o
f th
is p
ro
je
ct e
xce
pt b
y e
xp
re
ss w
ritte
n co
nse
nt o
f th
e E
ng
in
ee
r.
Th
e E
ng
in
ee
r sh
all n
ot b
e lia
ble
o
r h
eld
re
sp
on
sib
le
fo
r a
ny cla
im
s, lia
bility o
r co
sts a
risin
g o
ut o
f a
ny re
use
o
r m
od
ifica
tio
n o
f th
is d
ra
win
g b
y o
th
ers.
MLKJI
P
N O
9
10
8
11
4
5
6
7
MLKJI
2
1
3
ON P
DRAWING
SHEET
OF
KR
DRAWN:
CHECKED:
APPROVED:
TIT
LE
:
JOB NO.
CLIE
NT
:
1"=20'
SCALE:
CIT
Y O
F A
LAM
OSA
REY
NO
LDS
ENG
INEE
RIN
G C
OM
PAN
Y
INTERSECTION
2 3
CDOT PLAN
8TH & 285
DATE:
APRIL, 2016
U.S
. 285
& 8
TH S
TREE
T IN
TER
SEC
TIO
N
INTE
RSE
CTI
ON
SIG
NIN
G A
ND
STR
IPIN
G P
LAN
9
0
°
'
222
215
P.C
. S
TA
1
0+
80
.5
F.L
. E
LE
V. 4
1.9
7
P.C
. S
TA
1
2+
77
.8
F.L
. E
LE
V. 4
1.6
5
GR
AD
E B
RE
AK
G
R
A
D
E
B
R
E
A
K
4
2
4
0
C
.L
. S
T
A
1
2
+
1
1
.2
C
.L
. E
L
E
V
. 4
1
.8
0
C.L. STA 16+00
C.L. ELEV. 43.25
600 S
.F
.
GR
AV
EL D
RIV
E
200 S
.F
.
CO
NC
RE
TE
D
RIV
E
L.P
. P
.C
. S
TA
1
2+
06
.3
H.P
. S
TA
1
6+
00
F.L
. E
LE
V. 4
2.8
5
H.P
. S
TA
1
6+
00
F.L
. E
LE
V. 4
3.0
3
C
.L
. E
L
E
V
. 4
2
.0
4
2
4
0
C.O.
4
2
.5
4
0
.5
CURB CUT
42.40
F.L
. E
LE
V. 4
1.3
0
IN
ST
AL
L C
UR
B IN
LE
T
MATCH EDGE OF EXISTING
PAVEMENT FL=43.0
MATCH EDGE OF EXISTING
PAVEMENT FL=42.20
CL OF R.O.W.
ELEV. 42.0±
MATCH EXISTING
70
' T
RA
NS
IT
IO
N T
O M
AT
CH
EX
IS
TIN
G R
OA
D W
AY
20
.0
0'
13
.5
2'
ST
A 1
2+
40
BE
GIN
S
WA
LE
ST
A 1
5+
18
EN
D S
WA
LE
ST
A 1
6+
30
BE
GIN
S
WA
LE
20
.0
0'
13
.5
0'
TREE TO BE REMOVED
PART OF CLEARING
AND GRUBBING
F.L. ELEV. 42.80
F.L. ELEV. 42.65
IN
ST
AL
L IN
LIN
E IN
LE
T
F.L. ELEV. 41.89
F.L. ELEV. 41.81
R
2
0
.
0
0
'
R
2
0
.
0
0
'
CURB CUT
F.L. ELEV. 42.60
CURB CUT
F.L. ELEV. 42.65
B.M
. T
OP
O
F R
EB
AR
EL
EV
.=
7
54
3.4
3
RAILROAD TIE FENCE
TO BE REMOVED AS
NECESSARY TO
INSTALL SIDEWALK
WM
BE
GIN
C
ON
ST
RU
CT
IO
N:
MA
TC
H E
XIS
TIN
G E
LE
VA
TIO
NS
R
4
5
.
0
'
C
R
O
W
N
R
1
4
3
.
0
'
R
5
0
.
0
'
EXISTING FL
ELEV.=42.42±
EXISTING FL
ELEV.=42.66±
1
3
.
5
'
2
7
.
5
'
2
0
.
5
'
2
0
.
5
'
R
4
5
.
0
'
MATCH EXISTING
FL ELEV. 40.7±
WEST 8TH STREET
U
.
S
.
2
8
5
42.86
P.C
.S
TA
10+
77.2
F.L. E
LE
V. 41.70
L.P
. P
.C
. S
TA
12+
06.3
F.L. E
LE
V. 41.30
P.C
. S
TA
12+
77.8
F.L. E
LE
V. 41.65
P.C
.S
TA
10+
80.5
F.L. E
LE
V. 41.97
EXISTING GROUND
EXISTING GROUND
H.P
. S
TA
16+
00
F.L. E
LE
V. 42.85
H.P
. S
TA
16+
00
F.L. E
LE
V. 43.03
L.P
. S
TA
12+
06.3
F.L. E
LE
V. 41.59
IN
ST
ALL IN
LE
T
MA
TC
H LIN
E
ST
A 16+
00
SOUTH FLOWLINE
NORTH FLOWLINE
SOUTH FLOWLINE
NORTH FLOWLINE
CONCRETE PAN
IN
ST
ALL IN
LE
T
COMPLETED
CONSTRUCTION
NEW
CONSTRUCTION
ST
A 14+
50
DRAWING
SHEET
OF
KR
DRAWN:
CHECKED:
APPROVED:
TIT
LE
:
JOB NO.
CLIE
NT
:
1"=30'
SCALE:
CIT
Y O
F A
LAM
OSA
REY
NO
LDS
ENG
INEE
RIN
G C
OM
PAN
Y
3 3
WEST 8TH ST.
DESIGN
WES
T 8T
H S
TREE
T R
ECO
NST
RU
CTI
ON
PR
OJE
CT
8TH & 285
INTERSECTION
DATE:
APRIL, 2016
PLA
N A
ND
PR
OFI
LE S
TA 1
0+00
TO
16+
00
GA
S
GA
S
18" MIN WIDTH
8" MIN THICKNESS
SEE PLANS FOR PIPE INVERTELEVATIONS
INVERT ACCORDING TOPLANS/TAKE OFF
NYLOPLAST 12" INLINE DRAIN
3 WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)
1 2 INTEGRATED DUCTILE IRONFRAME & GRATE TOMATCH INLINE O.D.
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 WITH THE EXCEPTION OF THE BRONZE GRATE.2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
4B
4
4A
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FORSURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
REINFORCED W/ #4 BARS AT 6" O.C. EACH WAY
ADS N-12 ADAPTER
3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com