standard symbols - fastracksexisting proposed existing proposed existing proposed e w t st s e xx xx...
TRANSCRIPT
W
S
ST
T
NUMBER:
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DATEBYNO. REVISIONS
HORZ. SCALE:
VERT. SCALE:
DATE:
DATE:
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DATE:
DATE:
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ER:
pantera
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013
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0:1
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Mc:\p
ww
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0156687\N
MR-G
I-0006Std
Sy
mb.d
gn
REGIONAL TRANSPORTATION DISTRICT
NMR PHASE 1 - DUS TO 72ND AVE STATIONDSC
www.aecom.com
AECOM TECHNICAL SERVICES, Inc.
TRANSPORTATION
T 303.228.3000 F 303.228.3001
Denver, CO 80202
717 Seventeenth Street, Suite 2600
(303) 299-6990
DENVER, COLORADO 80202
1560 BROADWAY, SUITE 700
12-APR-1340% DESIGN PLANS
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
STANDARD SYMBOLS
EXISTING PROPOSED EXISTING PROPOSED EXISTING PROPOSED
E
W
T
ST
S
E
XXX XXX XXX XXX XXX XXX
H
PED, CTP, SP
CC
U
LO
T
M
FP
MBXCEL
XCEL
COMCAST
QWEST
ABANDONED 24"W
5280 5280
WV
CB
MH
WELL
EL
PVI
VEGETATION
SHRUB
TREE
100 YEAR FLOOD PLAIN LIMITS
EDGE OF WETLANDS
STEAM
IRRIGATION
BURIED FIBER OPTICS CABLE
OVER HEAD CABLE TELEVISION
CABLE TELEVISION
WATER LINE W/ MANHOLE
OVERHEAD TELEPHONE LINE
BURIED TELELPHONE LINE W/ MANHOLE
STORM SEWER LINE W/ MANHOLE
SANITARY SEWER LINE W/ MANHOLE
GAS LINE
OVERHEAD ELECTRIC LINE
BURIED ELECTRIC LINE W/ MANHOLE
GUARD RAIL TYPE 3
CONCRETE SWALE GUTTER
CURB AND GUTTER
CONCRETE DRIVEWAY (CURB CUT)
HANDICAP RAMP
FULL DEPTH CONSTRUCTION ASPHALT
CROSSING PANEL
UNSURFACED ROAD
EDGE OF PAVEMENT
CABLE RAILING FENCE
DEER FENCE
SILT FENCE
POST AND CABLE FENCE
WOOD FENCE
CHAIN LINK FENCE
BARBED WIRE FENCE
BUILDING LINE
ROAD CENTERLINE
PI/PVI
TRANSMISSION TOWER
TRANSMISSION POLE
OVERHEAD TELEPHONE OR ELECTRIC POLE
MANHOLE, WELL OR TANK (LABEL)
UNKNOWN MANHOLE
CATCH BASIN
FIRE HYDRANT
WATER VALVE
PAVEMENT MARKING - CROSSWALK
PAVEMENT MARKING - 4 IN (2-NO PASS)
PAVEMENT MARKING - 4 IN (1-NO PASS)
PAVEMENT MARKING - 4 IN SKIP (10-30)
PAVEMENT MARKING - 4 IN SKIP (3-12)
PAVEMENT MARKING - 4 IN SKIP (2-4)
TOE OF FILL
TOP OF CUT
EXISTING GROUND (PROFILE)
CONTOUR LINE
RIPRAP
SUBGRADE EARTH
COLORED CONCRETE
PATTERNED CONCRETE
BUILDING TO BE REMOVED
FLARED END SECTION
STRUCTURE
BILLBOARD
ABANDONED UTILITY
CULVERT
DRAINAGE DITCH OR STREAM
CORRIDOR PROTECTION BARRIER (CPB)
SOUND WALL
RETAINING WALL
RAILROAD TRACK (TO BE REMOVED)
RAILROAD TRACK
T
H
JT
WELL
ABANDONED 24"W
04/12/13
04/12/13
N/A
NLB
DAL
N/A
012G-GENERAL
STANDARD SYMBOLS
TURNOUT
POINT OF SWITCH
SINGLE CROSSOVER
RIGHT HAND CURVE
LEFT HAND CURVE
STANDARD RAIL (CL CR TRACK)
CR C/S SYSTEM MANHOLE
BOTH RAILS (TRACK CHARTS)
INSULATED JOINTS ON
CR FLOW DIRECTION ARROW
TRAFFIC FLOW
MAIL BOX
FLAG POLE
SIGN
MARKER POST
VAULT LABEL (TYPE)
DECORATIVE STREET LIGHT
FIBER OPTIC CABLE MARKER
LOCATED UNKNOWN OBJECT
UTILITY PEDESTAL
PULL BOX
PEDESTRIAN SIGNAL FACE
LUMINAIRE
FIRE PREEMPTION UNIT
VIDEO DETECTION CAMERA
TRAFFIC SIGNAL HEAD
TRAFFIC LIGHT
LIGHT MAST
CONTROLLER CABINET
POWER OR LIGHT POLE
JOINT USE POLE
GUY WIRE
CATENARY POLE FOUNDATION
PIT
O
PS
TIE
LA
ST L
ON
G
012
NUMBER:
REFERENCE
SHEET
DATEBYNO. REVISIONS
HORZ. SCALE:
VERT. SCALE:
DATE:
DATE:
CHECKED BY:
APPROVED BY:
DATE:
DATE:
DESIGNED BY:
DRAWN BY:
US
ER:
pantera
4/1
1/2
013
12:1
0:3
1 P
Mc:\p
ww
orkin
g\a
eco
m00\p
antera\d
0156687\N
MR-G
I-0007Std
Sy
mb.d
gn
REGIONAL TRANSPORTATION DISTRICT
NMR PHASE 1 - DUS TO 72ND AVE STATIONDSC
www.aecom.com
AECOM TECHNICAL SERVICES, Inc.
TRANSPORTATION
T 303.228.3000 F 303.228.3001
Denver, CO 80202
717 Seventeenth Street, Suite 2600
(303) 299-6990
DENVER, COLORADO 80202
1560 BROADWAY, SUITE 700
12-APR-1340% DESIGN PLANS
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
L
L
ABBREVIATIONSSTANDARD SYMBOLS
D
S
A
q
q
EXISTING PROPOSED
5621.5
+
38.29
38.29
INV 38.29
BM BM
SV-23
PH-23
XXXX
XXXX
M-009
RT
RTD
RTE
S
SAN
SB
SC
SD
SDMH
SF
SHT
SPECS
SQ
SS
SSMH
SSC
SST
ST
STA
STD
STL
STRUCT
SYM
SW
T&B
TBC
TC
TEL
TEMP
TG
THRU
T.O.
TOB
TOC
TOPO
TOT.
TP
TOR, T/R
TRANS
TRK
TS
TV
TVM
TW
TYP
UC
UD
UD&L
UG
UNFIN
UON
UP
UPRR
U/S
V
VAR
VC
VCD
VCP
VERT, V
W
W/
WB
WBNR
WBSR
W/O
WW
WWF
XFMR
X-ING
X-OVER
RIGHT
REGIONAL TRANSPORTATION DISTRICT
ROUTE
SLOPE, SOUTH
SANITARY
SOUTHBOUND
POINT OF CHANGE FROM
SPIRAL TO CIRCULAR CURVE
STORM DRAIN
STORM DRAIN MANHOLE
SQUARE FEET, SURVEY FOOT
SHEET
SPECIFICATIONS
CURVE ANGLE
SPIRAL ANGLE
SQUARE
SANITARY SEWER, POINT
OF CHANGE FROM
SPIRAL TO ANOTHER SPIRAL
SANITARY SEWER MANHOLE
SPIRAL TO SPIRAL
AT CURVE POINT
SPIRAL TO SPIRAL
AT TANGENT POINT
STREET, POINT OR CHANGE
FROM SPIRAL TO TANGENT
STATION
STANDARD
STEEL
STRUCTURE
SYMMETRICAL
SIDEWALK
TOP & BOTTOM
TOP BACK OF CURB
TOP OF CONCRETE
TELEPHONE
TEMPORARY
TOP OF GRATE
THROUGH
TURNOUT, TOP OF
TOP OF BANK
TOP OF CURB, TOP OF CONCRETE
TOPOGRAPHY
TOTAL
TOP OF PAVEMENT
TOP OF RAIL
TRANSMISSION
TRACK
POINT OF CHANGE FROM
TANGENT TO SPIRAL
TELEVISION
TICKET VENDING MACHINE
TOP OF WALL
TYPICAL
UNDERCROSSING
UNDERDRAIN
URBAN DESIGN & LANDSCAPE
UNDERGROUND
UNFINISHED
UNLESS OTHERWISE NOTED
UNDERPASS
UNION PACIFIC RAILROAD
UNDERSIDE
VELOCITY, VOLTS
VARIES
VERTICAL CURVE
VITRIFIED CLAY DUCT
VITRIFIED CLAY PIPE
VERTICAL
WATER, WEST, WATTS
WITH
WESTBOUND
WESTBOUND NORTH RAIL
WESTBOUND SOUTH RAIL
WITHOUT
WASTEWATER
WELDED WIRE FABRIC
TRANSFORMER
ROAD/RAIL GRADE CROSSING
CROSSING
CROSSOVER
N3
REMOVALS
LIMITS OF CONSTRUCTION
BUSINESS DEVELOPMENT AREA
FUTURE EXPANSION
INVERT ELEVATION
FINISHED GRADE ELEVATION
SPOT ELEVATION (TAKEN AT DECIMAL POINT)
EXISTING SPOT ELEVATION (PHOTOGRAMMETRIC)
PROPERTY LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
SECTION CORNER (ROUND)
SECTION CORNER (CALCULATED)
SECTION LINE161
SECTION LINE41
SECTION LINE
COUNTY BOUNDARY
CITY BOUNDARY
TOWNSHIP OR RANGE LINE
BENCH MARK
CONTROL MONUMENT
SURVEY LOCATION
TEST HOLE BORING
POTHOLE LOCATION
FIRE ALARM
GENERAL MARKER (W/ DESC.)
RR CROSSING SIGN
END OF TRACK BUMPER
RR SWITCH / TURNOUT
RR SIGNAL WITHOUT GATE
RR SIGNAL WITH GATE
RR CONTROLLER CABINET
TURNOUT PI NUMBER
MITIGATION NUMBER
SWITCH NUMBER
TRACK CURVE ID NUMBER
AASHTO
AB
AC
ACP
A.D.
ADD.
AFG
AGG
ALT
APPROX
AREMA
ARCH.
AVE
AWG
AWS
@
&
BEG
BK
BKF
BLDG
BLVD
BM
BNSF
BOTT
BOW
BR
BRG
BVC
BVCE
BW
CB
CCD
CCS
CCTV
C/C,C-C
CDOT
CEN
CF
CG
C&G
CIDH
CIP
CJ
CL
C/L, C
CLR
CMP
CMU
C, CND
C.O.
COL
COMM
CON
CONC
CONST
CONT
CONTR
CONN
CRT
CS
CSC
CSDB
CT
CTRS
C/W
CY
D
DC
DET
DI
DIA, f
DIAG
DIM
DIP
DN
DR
DUS
AMERICAN ASSOCIATION
OF STATE HIGHWAY AND
TRANSPORTATION OFFICIALS
AGGREGATE BASE
ALTERNATING CURRENT.
ASPHALT CONCRETE
ASPHALT CONCRETE PAVEMENT
ALGEBRAIC DIFFERENCE
ADDITION
ABOVE FINISH GRADE
AGGREGATE
ALTERNATE
APPROXIMATELY
AMERICAN RAILWAY ENGINEERING AND
MAINTENANCE-OF-WAY ASSOCIATION
ARCHITECT
AVENUE
AMERICAN WIRE GAUGE
AMERICAN WELDING SOCIETY
AT
AND
ANGLE OF CIRCULAR CURVE
BEGIN
BACK
BACKFILL
BUILDING
BOULEVARD
BENCH MARK
BURLINGTON NORTHERN SANTA FE RR
BOTTOM
BACK OF WALK
BRIDGE
BEARING
BEGIN VERTICAL CURVE
BVC ELEVATION
BACK OF WALL
CATCH BASIN
CITY AND COUNTY OF DENVER
POINT OF CHANGE FROM
CIRCULAR CURVE TO COMPOUND
SPIRAL
CLOSED CIRCUIT TELEVISION
CENTER TO CENTER
COLORADO DEPARTMENT OF
TRANSPORTATION
CENTER
CUBIC FEET
CENTER OF GRAVITY
CURB AND GUTTER
CAST IN DRILLED HOLE
CAST IN PLACE, CAST IRON PIPE
CONSTRUCTION JOINT
CLASS
CENTER LINE
CLEAR, CLEARANCE
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CONDUIT
CLEANOUT
COLUMN
COMMUNICATIONS
CONTACT
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONNECTION
COMMUTER RAIL TRACK
POINT OF CHANGE FROM
CIRCULAR CURVE TO SPIRAL
POINT OF CHANGE FROM
COMPOUND SPIRAL TO
CIRCULAR CURVE
COMBINED SYSTEMS DUCT BANK
COURT
CENTERS
COMPLETE WITH
CUBIC YARDS
DEGREE OF CIRCULAR CURVE
DIRECT CURRENT
DETAIL
DRAINAGE INLET, DUCTILE IRON
DIAMETER
DIAGONAL
DIMENSION
DUCTILE IRON PIPE
DOWN
DOOR
DENVER UNION STATION
M
MAT’L
MAX
MECH
MESS
MFR
MH
MIN
MISC
MOD
MON
MPH
MTL
N
N/A
NB
NIC
NO., #
NOM
NON-JD
NTS
O.C.
OCS
OD
OG
OH
OP
OPG
OPP
P
PA
PB
PC
PCC
PCF
PED
PERF
PH
PI
PITO
PL,P/L
PL, P
PLY
PC
P.O.
POF
POS
PT
POTO
PVC
PRC
PREFAB
PROF
PRS
PRVC
PS
PSF
PSI
PT
PVI
PVMT
PVT
PVC
R, RAD
RC
RCP
REF
REINF
RET
REV
RH
RM
RO
RP
R/W, ROW
RRMETER, MID-ORDINATE
MATERIAL
MAXIMUM
MECHANICAL
MESSENGER
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MODIFIED
MONUMENT
MILES PER HOUR
METAL
NORTH, NORTHING
NOT APPLICABLE
NORTHBOUND
NOT IN CONTRACT
NUMBER
NOMINAL
NON JURISDICTIONAL WETLAND
NOT TO SCALE
ON CENTER
OVERCROSSING
OVERHEAD CONTACT
SYSTEM
OUTSIDE DIAMETER
ORIGINAL GROUND
OPPOSITE HAND, OVERHEAD
OVERPASS
OPENING
OPPOSITE
POLE
PUBLIC ADDRESS
PULLBOX
POINT OF CURVATURE
PRECAST
POINT OF COMPOUND
CURVATURE, PORTLAND
CEMENT CONCRETE
POUNDS PER CUBIC FOOT
PEDESTRIAN
PERFORATED
PHASE
POINT OF INTERSECTION
POINT OF INTERSECTION
OF TURNOUT
PLATE
PROPERTY LINE
PLYWOOD
PEDESTRIAN OVERCROSSING,
POINT ON CIRCULAR CURVE
POWER OPERATED
POINT OF FROG
POINT ON SPIRAL
POINT ON TANGENT
POWER OPERATED TURNOUT
POINT ON VERTICAL CURVE
POINT OF REVERSE
CIRCULAR CURVE
PREFABRICATION
PROFILE
POINT OF REVERSING SPIRALS
POINT OR REVERSE
VERTICAL CURVE
POINT OF SWITCH
POUNDS PER SQUARE FEET
POUNDS PER SQUARE INCH
POINT OF TANGENCY
POINT OF VERTICAL
INTERSECTION
PAVEMENT
POINT OF VERTICAL
TANGENCY
POLYVINYL CHLORIDE
RADIUS
REINFORCED CONCRETE
CURVE RADIUS
REINFORCED CONCRETE PIPE
REFER TO OR REFERENCE
REINFORCED, REINFORCEMENT
RETURN
REVISION
RIGHT HAND
ROOM
ROUGH OPENING
RADIAL POINT OF CIRCULAR CURVE
RIGHT-OF-WAY
RAILROADDWG
DWMD
DWY
E
EA
EU
EA
EB
EBNR
EBSR
EF
EJ
EL, ELEV
ELEC
EMB
EOT
EP
EQ
EQN
EQUIP
ES
ESMT
EVC
EVCE
EW
EXC
EXIST
EXP
F
FAB
FDN
FF
FG
FL
FT
FTG
FUT
FOC
G
GA
GAL
GALV
GB
GND
GR
GRD
GYP
HB
HH
HI
HORIZ, H
HP
HT
HWY
H.T.
HZ
ID
IE
IN
INST
INV
IRR
IJ
JAN
JT
K
KVA
KW
L
LB
LC
LF
LG
LH
LO
LOC
LOL
LONG.
LS
LT
LVC
DRAWING
DENVER WASTEWATER
MANAGEMENT DISTRICT
DRIVEWAY
EAST, SUPERELEVATION, EASTING,
EXTERNAL DISTANCE
ACTUAL ELEVATION
UNBALANCED ELEVATION
EACH
EASTBOUND
EASTBOUND NORTH RAIL
EASTBOUND SOUTH RAIL
EACH FACE
EXPANSION JOINT
ELEVATION
ELECTRIC, ELECTRICAL
EMBEDDED
END OF TRACK
EDGE OF PAVEMENT
EQUAL
EQUATION
EQUIPMENT
EACH SIDE
EASEMENT
END VERTICAL CURVE
EVC ELEVATION
EACH WAY
EXCAVATE
EXISTING
EXPANSION
FIXED
FABRICATED
FOUNDATION
FINISHED FLOOR
FINISH GRADE
FLOOR, FLOW LINE
FOOT, FEET
FOOTING
FUTURE
FACE OF CURB
GAS
GAUGE
GALLON, GALLONS
GALVANIZED
GRADE BREAK
GROUND (ELECTRICAL)
GRADE
GROUND
GYPSUM
HOSE BIBB
HANDHOLE
HIGH POINT
HORIZONTAL
HIGH PRESSURE
HEIGHT
HIGHWAY
HAND THROWN
HERTZ
INSIDE DIAMETER
INVERT ELEVATION
INCH, INCHES
INSTALL
INVERT
IRRIGATION
INSULATED JOINT
JANITOR
JOINT
DISTANCE IN FEET FOR
1% CHANGE IN GRADE
KILOVOLT-AMPERE
KILOWATT
LENGTH
POUND, POUNDS
LENGTH OF CIRCULAR CURVE
LINEAR FEET
LONG
LEFT HAND
LOW POINT
LOCATION
LAYOUT LINE
LONGITUDINAL
LENGTH OF SPIRAL, LUMP SUM
LEFT
LENGTH OF VERTICAL CURVE
PGL PROFILE GRADE LINE
04/12/13
04/12/13
N/A
NLB
DAL
N/A
013G-GENERAL
STANDARD SYMBOLS AND ABBREVIATIONS
013
NUMBER:
REFERENCE
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DATEBYNO. REVISIONS
HORZ. SCALE:
VERT. SCALE:
DATE:
DATE:
CHECKED BY:
APPROVED BY:
DATE:
DATE:
DESIGNED BY:
DRAWN BY:
US
ER:
pantera
4/1
1/2
013
12:1
0:4
5 P
Mc:\p
ww
orkin
g\a
eco
m00\p
antera\d
0156687\N
MR-G
I-0008
Gnrl
Nts.d
gn
REGIONAL TRANSPORTATION DISTRICT
NMR PHASE 1 - DUS TO 72ND AVE STATIONDSC
www.aecom.com
AECOM TECHNICAL SERVICES, Inc.
TRANSPORTATION
T 303.228.3000 F 303.228.3001
Denver, CO 80202
717 Seventeenth Street, Suite 2600
(303) 299-6990
DENVER, COLORADO 80202
1560 BROADWAY, SUITE 700
12-APR-1340% DESIGN PLANS
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
I. GENERAL
II. TRACKWORK
IV. UTILITIES
III. TRAFFIC CONTROL & CONSTRUCTION PHASING
III. TRAFFIC CONTROL & CONSTRUCTION PHASING (CONTINUED) IV. UTILITIES (CONTINUED)
PROVIDE AS-BUILTS TO THE CONTRACTOR AFTER COMPLETION OF THE WORK.
FOR CERTAIN UTILITIES IN ORDER TO EXPEDITE THE UTILITY RELOCATION PROCESS. IF THIS OCCURS RTD WILL
16. EARLY RELOCATION DESIGN AND CONSTRUCTION WORK MAY BEGIN PRIOR TO THE NOTICE TO PROCEED
CONTRACTOR WILL BE OBTAINED AND PAID FOR BY THE CONTRACTOR.
15. ALL PERMITS AND/OR BONDS REQUIRED BY UTILITY OWNERS FOR CONSTRUCTION PERFORMED BY THE
V. SURFACE IMPROVEMENTS
8. THE CONTRACTOR SHALL MEET ALL STANDARD CLEARANCE REQUIREMENTS.
7. THE CONTRACTOR SHALL GROUND ADJACENT FENCE TO 25 OHMS.
6. EXISTING PARCEL BOUNDARIES ARE NOT SURVEYED AND ARE INCLUDED AS REFERENCE ONLY.
THAT MAY BE CAUSED.
CHARGED WITH THE EXPENSE OF REPLACEMENT AND SHALL BE RESPONSIBLE FOR ANY MISTAKE OR LOSS OF TIME
MARKERS, REFERENCE POINTS, AND STAKES. IN CASE OF THE DESTRUCTION OF THESE, THE CONTRACTOR WILL BE
5. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL SURVEY MONUMENTS, BENCH MARKS, RANGE TIES, PROPERTY
THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY.
4. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO
AND RESTORED AT NO COST TO THE OWNER.
FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DEWATERED
3. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND
TO THOSE STRUCTURES AT ALL TIMES DURING CONSTRUCTION.
2. THE CONTRACTOR IS REQUIRED TO KEEP EXISTING DRAINAGE STRUCTURES FUNCTIONAL AND MAINTAIN DRAINAGE
GREATER THAN 3" SHALL BE REPLACED AT 1:1 RATIO.
CONTRACTOR’S EXPENSE. ALL IMPACTED TREES WITH A DIAMETER AT BREAST HEIGHT (DBH) EQUAL TO OR
AND VEGETATION WHICH ARE DAMAGED OR INJURED DURING CONSTRUCTION WILL BE REPLACED IN KIND AT THE
1. THE CONTRACTOR SHALL PROTECT EXISTING TREES ADJACENT TO THE PROJECT AREA. IRRIGATION MATERIALS
SURE ALL BARRICADES ARE PROPERLY PLACED ON THE PROJECT AT ALL TIMES, AND THAT TRAFFIC IS BEING
CONTROL MANAGEMENT REQUIREMENTS FOR THE PROJECT. IT WILL BE THAT PERSON’S RESPONSIBILITY TO MAKE
FOR TRAFFIC CONTROL AND BARRICADING AND AS A CERTIFIED TCS, CERTIFY THE PROJECT MEETS TRAFFIC
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL DESIGNATE ONE OF HIS EMPLOYEES AS BEING RESPONSIBLE
CONTRACTOR, THE PROJECT MUST STILL BE SIGNED AND BARRICADED PROPERLY AND SAFELY AT ALL TIMES.
CONTRACTOR, AND WILL NOT BE REIMBURSED BY RTD. IF THE WORKING TIME LIMIT IS EXCEEDED BY THE
CONTROL AND BARRICADING COST INCURRED AFTER THE WORKING TIME LIMIT WILL BE THE RESPONSIBILITY OF THE
(IF REQUIRED), ETC. IF THE CONTRACTOR EXCEEDS THE WORKING TIME LIMIT FOR THE PROJECT, ALL TRAFFIC
PAYMENT WILL BE MADE FOR BARRICADES THAT ARE DAMAGED, INOPERABLE, OR HAVE NON-FUNCTIONAL LIGHTS
3. TRAFFIC CONTROL DEVICES AND BARRICADES MUST BE KEPT IN GOOD WORKING ORDER AT ALL TIMES. NO
APPROVED BY THE LOCAL JURISDICTION AND RTD.
LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," "CDOT M&S STANDARDS" AND
2. TRAFFIC CONTROL DEVICES AND BARRICADES MUST BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE
INCONVENIENCE TO THE TRAVELING PUBLIC.
1. THE CONTRACTOR SHALL CONDUCT THE OPERATIONS IN A SAFE MANNER AND AVOID CAUSING UNDUE
IMPACTS TO THE UPRR AND THE BNSF.
5. THE CONTRACTOR SHALL PLAN CONSTRUCTION AND PHASE WORK IN SUCH A MANNER TO MINIMIZE OPERATIONAL
TO THE CONTRACT, AND WILL NOT BE PAID FOR SEPARATELY.
DEVICES ARE CORRECTLY PLACED AND FUNCTIONAL. THE COST FOR THIS WORK WILL BE CONSIDERED INCIDENTAL
CHECK THE BARRICADES EVERY DAY, INCLUDING WEEKENDS AND HOLIDAYS, TO MAKE SURE ALL TRAFFIC CONTROL
MAINTAINED AS APPROVED. IF THE CONTRACTOR IS NOT WORKING ON THE JOB SITE, THE CONTRACTOR MUST STILL
REQUEST IS TO BE PROCESSED THROUGH PSCO BUILDER�S CALL LINE AT 1-800-628-2121.
FOR ANY CONSTRUCTION RELATED TEMPORARY ELECTRICAL POWER SOURCES AS SOON AS POSSIBLE. THE
14. IT IS SUGGESTED THAT THE CONTRACTOR INITIATE A REQUEST TO PUBLIC SERVICE COMPANY OF COLORADO
LINES. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN A 15 FOOT RADIUS OF HIGH MAST LIGHTING TOWERS.
SHRUBS SHALL NOT BE PLANTED WITHIN 5 FEET OF BURIED ELECTRICAL CABLES, GAS LINES, AND TELEPHONE
13. TREES SHALL NOT BE PLANTED WITHIN 10 FEET OF WATER, STORM AND SANITARY SEWER LINES. TREES AND
THE UTILITY OWNERS.
RELOCATION OF UTILITIES OR COMMUNICATION LINES NOT OWNED BY THE UPRR SHALL BE COORDINATED WITH
12. THE CONTRACTOR SHALL CALL THE UPRR AT 1-800-336-9193 FOR DIGGING ON UPRR PROPERTY.
BEGINNING EXCAVATION OR GRADING.
BY CONTACTING THE RESPECTIVE OWNER. UTILITY SERVICE LATERALS SHALL ALSO BE LOCATED PRIOR TO
REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED
DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO DIGGING, TO HAVE LOCATIONS OF UNCC
THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 1-800-922-1987 OR 811, AT LEAST FIVE (5) BUSINESS
ALL UTILITY WORK WITH THE CONCERNED UTILITY COMPANY OR AGENCY. THE CONTRACTOR SHALL CONTACT
OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. THE CONTRACTOR SHALL COOPERATE AND COORDINATE
SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY
EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR
11. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS (�EXCAVATION REQUIREMENTS�) WHEN
ON THE PLANS, THE CONTRACTOR WILL NOT BE CONPENSATED FOR WORK OUTSIDE THE LIMITS OF CONSTRUCTION.
BY CONSTRUCTION METHODS INSIDE AND OUTSIDE THE CONSTRUCTION AREA UNLESS SPECIFICALLY NOTED
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT DAMAGE TO ANY NON-CONFLICT UTILITY CAUSED
EXISTING CASINGS AND EXTEND OR BORE NEW CASINGS PER RTD, BNSF AND UPRR STANDARDS AS APPLICABLE.
OR EXACT LIMITS OF THE CASINGS ARE KNOWN. THE CONTRACTOR IS REQUIRED TO DETERMINE THE LIMITS OF
9. EXISTING CASINGS ON WATER, SEWER, AND GAS LINES ARE INDICATED ON THE DRAWINGS BUT NOT ALL SIZES
CABLE, ETC.).
FOR PROPOSED �OWNER RELOCATED UTILITIES� AS DEFINED IN THE CONTRACT (GAS, ELECTRIC, TELEPHONE,
8. NOT ALL REQUIRED APPURTENANCES (POLES, PEDESTALS, MARKERS, ETC.) ARE SHOWN ON THE DRAWINGS
SHALL COORDINATE ALL UTILITY WORK, BOTH WET AND DRY, ON THIS PROJECT.
CONFLICT RESLOLUTIONS SHALL BE DESIGNED AND CONSTRUCTED BY THE UTILITY OWNER. THE CONTRACTOR
SHALL DO SO PER THE RELEVANT UTILITY OWNERS� STANDARDS. UNLESS OTHERWISE NOTED, DRY UTILITY
7. THE CONTRACTOR IS REQUIRED TO DESIGN AND CONSTRUCT WATER AND SANITARY RELOCATIONS AND
BY CONSTRUCTION METHODS AND SHALL ADJUST APPURTENANCES TO MEET FINAL GRADES.
IMPROVEMENTS. THE CONTRACTOR SHALL RESET, ADJUST, AND/OR REPLACE ANY APPURTENANCES IMPACTED
UTILITY ADJUSTMENTS ON SANITARY AND WATER LINE APPURTENANCES REQUIRED BY PROJECT
PROPOSED RELOCATIONS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PERFORM ALL REQUIRED
6. NOT ALL REQUIRED WATER AND SANITARY APPURTENANCES (MANHOLES, VALVE BOXES, METERS, ETC.) FOR
SOLUTIONS� AS DEFINED IN THE CONTRACT.
TO FIND RESOLUTIONS THAT WOULD REDUCE OR ELIMINATE UTILITY CONFLICTS, THIS INCLUDES �ALTERNATIVE
OWNERS AND RTD USING THE BEST AVAILABLE INFORMATION AT THE TIME. THE CONTRACTOR IS ENCOURAGED
PROPOSED RESOLUTIONS SHOWN ARE NOT PRESCRIPTIVE BUT WE�RE AGREED TO BETWEEN THE UTILITY
THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE ANY ADDITIONAL CONFLICTS. THE
5. ALL KNOWN UTILITY CONFLICTS HAVE BEEN IDENTIFIED AND ARE SHOWN ON THE UTILITY MATRIX AND/OR
BE DONE PER UPRR AND BNSF APPROVED LOCATIONS AND STANDARDS.
RELOCATED UTILITIES AS �UNIDENTIFIED UTILITIES� AS DEFINED IN THE CONTRACT. ANY RELOCATIONS SHALL
PROTECT-IN-PLACE ALL UPRR AND BNSF OWNED UTILITIES NOT BEING RELOCATED AND SHALL TREAT ALL
NOT LIMITED TO BURIED LINES, OVERHEAD LINES, AND SIGNAL HOUSES. THE CONTRACTOR SHALL
DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UPRR AND BNSF UTILITIES INCLUDING BUT
4. THE UPRR AND BNSF OWN UTILITIES ALONG THE CORRIDOR. NOT ALL OF THEIR UTILITIES ARE SHOWN ON THE
UTILITY SERVICE LINES FOR BUILDINGS BEING DEMOLISHED WILL BE DONE AS PART OF THE BUILDING DEMOLITION.
RECONNECT ALL EXISTING SERVICES FOR RELOCATED WATER AND SANITARY LINES. DISCONNECTIONS OF
3. NOT ALL SERVICE LINES ARE SHOWN ON THE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO
UNDER THIS CONTRACT.
OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE SUBSIDARY TO THE WORK
LOCATIONS OF UTILITIES AND POSSIBLE CONFLICTS WITH FINAL PROJECT DESIGN. SURVEY AND POTHOLES
SURVEY AND POTHOLING WILL BE REQUIRED TO ACCURATELY DETERMINE THE HORIZONTAL AND VERTICAL
AS INDICATED ON THE DRAWINGS AND IN THE POTHOLE AND MANHOLE LOGS. DURING FINAL DESIGN FURTHER
2. UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE BASED ON FIELD SURVEY AND POTHOLE INFORMATION
BY THE PROJECT, THIS MAY INCLUDE POTHOLING.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES THAT MAY BE IMPACTED
1. EXISTING UTILITIES AS SHOWN ON THE DRAWINGS ARE FROM THE BEST AVAILABLE INFORMATION. THE
CDOT PROJECT MANAGER PRIOR TO WORK INVOLVING BTPD.
RAPTOR PROGRAM’S APPROVED BTPD CONSULTANT TO HUMANELY EUTHANIZE BTPDS. CONTRACTOR SHALL NOTIFY
HUMANELY EUTHANIZED PRIOR TO CONSTRUCTION. CONTRACTOR TO WORK WITH CDOT AND ROCKY MOUNTAIN
DRIVING IN LIVE PRAIRIE DOG TOWNS. PRAIRIE DOGS TO BE IMPACTED WILL BE HUMANELY RELOCATED OR
BURYING OF LIVE PRAIRIE DOGS WILL BE PERMITTED ON CDOT R.O.W. NO STAGING OR MATERIAL STORAGE OR
IMPACTS. AT NO TIME, WILL EARTH MOVING ACTIVITIES RESULT IN THE BURYING OF LIVE PRAIRIE DOGS. NO
BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL FENCE ANY REMAINING PRAIRIE DOG TOWNS TO AVOID
(CDOT, 2009). THE AREA OF BTPD COLONIES THAT WILL BE IMPACTED BY THE PROJECT WILL BE CALCULATED
5. CONTRACTOR SHALL FOLLOW CDOT REGION 6 IMPACTED BLACK-TAILED PRAIRIE DOG (BTPD) POLICY
4. ALL WETLANDS SHOWN ON PLANS SHALL BE CONSIDERED JURISDICTIONAL UNLESS OTHERWISE NOTED.
THE FTA, SHPO AND THE CONSULTING-PARTIES.
3. ANY NEW IMPACTS TO THE HISTORIC PROPERTIES WILL REQUIRE ADDITIONAL SECTION 106 CONSULTATION WITH
AND 6(F) COORDINATION WITH THE FTA, DOI, AND LOCAL GOVERNMENTS.
2. ANY NEW IMPACTS TO PARKS OR RECREATIONAL RESOURCES (BIKE TRAILS, ETC.) WILL REQUIRE SECTION 4(F)
USACE, AND LOCAL GOVERNMENTS.
1. ANY NEW IMPACTS TO WETLANDS OR WATER FEATURES WILL REQUIRE COORDINATION WITH THE FTA,
04/12/13
04/12/13
GENERAL NOTES
N/A
NLB
DAL
N/A
G-014GENERAL
VI. ENVIRONMENTAL
ONLY. EXACT LOCATION IS SHOWN ON THE SIGNAL DESIGN PLANS.
15. LOCATIONS FOR GATE CROSSING ARMS, FLASHERS, ETC SHOWN ON ROADWAY PLANS ARE FOR INFORMATION
14. RELOCATE EXISTING RAILROAD MARKINGS AND SIGNS TO REQUIRED LOCATIONS.
NOTED.
13. LIMITS OF RECONSTRUCTION SHALL MATCH EXISTING PAVEMENT IN WIDTH, SLOPE AND DEPTH UNLESS OTHERWISE
12. PROPOSED ROADWAY GRADES DO NOT REFLECT 6" RAISED CENTER MEDIAN, WHERE APPLICABLE.
UNDER THE TRACK SHALL BE CLASS V. ALL PIPE SHALL HAVE GASKETED JOINTS.
11. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III (MINIMUM), AND ALL REINFORCED CONCRETE PIPE PLACED
INSTALLATION OF ITEMS REQUIRING THEIR INSPECTION AND/OR APPROVAL.
10. CONTRACTOR SHALL NOTIFY IN ADVANCE ALL RESPECTIVE MUNICIPALITIES/ENTITIES 24 HOURS PRIOR TO
PIPES ARE DISCOVERED.
9. CONTRACTOR (OR SUBCONTRACTORS) SHALL NOTIFY THE ENGINEER PROMPTLY IF UNDERGROUND TANKS OR
BE STABILIZED AT THE DIRECTION OF THE CONTRACTOR’S GEOTECHNICAL ENGINEER.
OBTAINED, THE EXISTING SURFACES SHALL BE PROOFROLLED AND MONITORED FOR SETTLEMENT. SOFT SPOTS SHALL
8. PRIOR TO PLACING NEW EMBANKMENTS ON EXISTING GROUND AND AFTER SPECIFIED COMPACTION HAS BEEN
CONDITIONING WILL BE PAID FOR AS UNCLASSIFIED EXCAVATION AND EMBANKMENT.
WITH APPROVED MATERIAL. REMOVAL OF MATERIAL BELOW PROPOSED TOP OF SUBGRADE AND SUBSEQUENT
7. SUBGRADE MATERIALS DEEMED UNSUITABLE BY THE ENGINEER WILL BE EXCAVATED, DISPOSED OF, AND REPLACED
�BASES OF CUTS AND FILLS 1.0
�FULL DEPTH OF ALL EMBANK
6. DEPTH OF MOISTURE - DENSITY CONTROL - FOR THIS PROJECT SHALL BE AS FOLLOWS:
5. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION.
CONSIST OF ONE PART EMULSIFIED ASPHALT AND ONE PART WATER.
BETWEEN PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL
4. WHEN ORDERED BY THE ENGINEER, A TACK COAT OF EMULSIFIED ASPHALT (SLOW-SETTING) IS TO BE APPLIED
�BITUMINOUS PAVEMENT AT 110 LBS./SQ. YD. PER ONE-INCH THIC
�DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GALLONS/SQ. YD. (DIL
THE FOLLOWING RATES OF APPLICATION WERE USED:
COMPLETED FULL WIDTH BEFORE A SUCCEEDING LAYER IS PLACED. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS,
3. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE
2. DIMENSIONS SHOWN TO RIGHT-OF-WAY LINES AND EXISTING PHYSICAL STRUCTURES ARE TYPICAL AND MAY VARY.
ACCORDANCE WITH THE REQUIREMENTS OF THE ADA AND THE CITY AND COUNTY OF DENVER STANDARDS.
1. CURB RAMPS AND HANDICAPPED ACCESS ALONG WALKWAYS SHALL BE DESIGNED AND CONSTRUCTED IN
CRITERIA.
13. TRACK CENTERS SHALL BE INCREASED ON CURVES PER SECTION 4.2.4 OF THE RTD DESIGN GUIDELINES AND
12. ALL EXISTING TRACK WITHIN THE PROJECT LIMITS SHALL BE REMOVED AND SALVAGED BY THE CONTRACTOR.
REUSED ON PROJECT. IF NEW FENCING ENDS AT EXISTING FENCE TIE TO EXISTING FENCING.
11. IF EXISTING FENCING ALONG CORRIDOR IS TO BE REMOVED, IT SHALL BE SALVAGED BY THE CONTRACTOR OR
10. ALL NEW FENCING ALONG THE CORRIDOR SHALL BE 6’ CHAIN LINK UNLESS OTHERWISE NOTED.
STANDARDS.
9. DESIGN AND CONSTRUCTION OF FREIGHT RELOCATIONS WILL COMPLY WITH AREMA AND BNSF/UPRR COMBINED
8. SEE STRUCTURE SHEETS FOR MAJOR RETAINING WALL AND BRIDGE DETAILS.
7. SEE CURVE TABLES ON PLAN SHEETS FOR CURVE DATA.
- CURVED SWITCH#20
- CURVED SWITCH#15
- STRAIGHT SWITCH#9
TURNOUTS ARE USED IN DESIGN:
6. FOR TURNOUTS USED IN TRACK CROSSOVERS SEE RTD COMMON STANDARDS. THE FOLLOWING TYPES OF
EXIST.
5. COORDINATE INFORMATION SHALL TAKE PRECEDENCE OVER BEARING AND DISTANCES, WHERE DISCREPANCIES
4. CURVES AND STATIONING ARE BASED ON THE CHORD DEFINITION.
GROUND LINE AT THE DESIGNATED CENTERLINE, BASELINE, LAYOUT LINE OR SECTION LINE.
3. "ORIGINAL GROUND" OR "EXISTING GROUND" SHOWN ON THE PROFILES REFERS TO THE APPROXIMATE EXISTING
ACHIEVED BY RAISING THE OUTER RAIL ABOVE THE INNER RAIL.
THE TOP OF THE INSIDE RAIL OF THE CURVE SHALL REMAIN AT THE PROFILE GRADE LINE AND SUPERELEVATION
BETWEEN THE TWO RUNNING RAILS AND THE PLANE DEFINED BY THE TOP OF THE TWO RAILS. IN CURVED TRACK,
2. THE TOP OF RAIL(TOR) PROFILE GRADE LINE IN TANGENT TRACK SHALL BE ALONG THE CENTERLINE OF TRACK
SB TRACK. ALL PARALLEL TRACKS ARE AT SAME ELEVATION UNLESS OTHERWISE NOTED.
1. TRACK ALIGNMENT GEOMETRY, HORIZONTAL AND VERTICAL, IS PROVIDED FOR ALL TRACKS. PROFILES SHOW
014
NUMBER:
REFERENCE
SHEET
0
DATEBYNO. REVISIONS
HORZ. SCALE:
VERT. SCALE:
DATE:
DATE:
CHECKED BY:
APPROVED BY:
DATE:
DATE:
DESIGNED BY:
DRAWN BY:
US
ER:
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4/1
1/2
013
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1:1
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Key
Map.d
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REGIONAL TRANSPORTATION DISTRICT
NMR PHASE 1 - DUS TO 72ND AVE STATIONDSC
www.aecom.com
AECOM TECHNICAL SERVICES, Inc.
TRANSPORTATION
T 303.228.3000 F 303.228.3001
Denver, CO 80202
717 Seventeenth Street, Suite 2600
(303) 299-6990
DENVER, COLORADO 80202
1560 BROADWAY, SUITE 700
(303) 299-6990
DENVER, COLORADO 80202
1560 BROADWAY, SUITE 700
12-APR-1340% DESIGN PLANS
FOR INFORMATION ONLY - NOT FOR CONSTRUCTION
I-70
I-70
BRIGHTON BLVD
I-270
I-270
I-76
I-76
74T
H A
VE
74T
H A
VE
2000’1000’ 3000’
STOCK SHOW STATION
NATIONAL WESTERN
N/A
NLB
DAL
1�=2000�
015G-GENERAL
TRACK SHEETSKEY MAP
04/12/13
04/12/13
04/12/13
04/12/13
DE
NV
ER C
OU
NT
Y
AD
AM
S C
OU
NT
Y
I-270
I-270 I-76
I-76
74T
H A
VE
74T
H A
VE
I-70
I-70
S P
LATTE RIV
ER
S PLATTE RIVER
RIV
ER
S P
LATT
E
S PLATTE RIVER
S P
LATTE RIV
ER
RIV
ER
S P
LATT
E
BRIGHTON BLVD
CO
UN
TY
DE
NV
ER
CO
UN
TY
AD
AM
S
KEY PLAN
KEY PLAN
100 SCALE SHEETS
40 SCALE SHEETS
STATION
72ND AVE
STATION
72ND AVE
STOCK SHOW STATION
NATIONAL WESTERN
T-109
T-110
T-111
T-112
T-113
T-114T-1
15T-116 T-117 T-118 T-119 T-120 T-121 T-1
22
T-12
3
T-101 T-102
T-103T-104
T-124
T-125
T-105
T-106
T-107
T-108
D-0
01
D-0
03
D-0
07
D-0
05
D-0
09
D-0
13
D-0
16
D-0
17
D-0
15
D-0
11
D-0
19
D-0
21
D-0
23
D-0
22
D-0
25
D-0
27
D-0
31
D-0
29
D-0
33
D-0
35
D-0
37
D-0
39
D-0
41
D-0
43
D-0
47
D-0
51
D-0
55
D-0
59
D-0
57
D-0
61
D-0
63
D-0
65
D-0
66
D-0
67
D-0
68
D-0
70
D-0
69
D-0
71
D-0
72
D-0
73
D-0
74
D-0
75
D-0
76
D-0
77
D-0
78
D-0
79
D-0
81
D-0
83
D-0
85
D-0
87
D-0
89
D-0
91
D-0
93
D-0
95
D-0
97
D-0
99
150+00
160+00
170+00
180+00
190+00
200+00
210+00
220+00
230+00
240+00
250+00
260+00
270+00
280+00
290+00
300+00
310+00
320+00
330+00
340+00
350+00
360+00
370+00
380+00
390+00
400+00
410+00
420+00
430+00
440+00
450+00
460+00
015