standard symbols - fastracksexisting proposed existing proposed existing proposed e w t st s e xx xx...

W

S

ST

T

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

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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

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)



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

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0156687\N

MR-G

I-0007Std

Sy

mb.d

gn



www.aecom.com


TRANSPORTATION

T 303.228.3000 F 303.228.3001

Denver, CO 80202


(303) 299-6990





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

XING

X-ING

X-OVER

RIGHT


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


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


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


CIRCULAR CURVE TO SPIRAL


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

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

0:4

5 P

Mc:\p

ww

orkin

g\a

eco

m00\p

antera\d

0156687\N

MR-G

I-0008

Gnrl

Nts.d

gn



www.aecom.com


TRANSPORTATION

T 303.228.3000 F 303.228.3001

Denver, CO 80202


(303) 299-6990





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

ï»¿â��BASES OF CUTS AND FILLS 1.0

ï»¿â��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

ï»¿â��BITUMINOUS PAVEMENT AT 110 LBS./SQ. YD. PER ONE-INCH THIC

ï»¿â��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:

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TRANSPORTATION

T 303.228.3000 F 303.228.3001

Denver, CO 80202


(303) 299-6990



(303) 299-6990





I-70

I-70

BRIGHTON BLVD

I-270

I-270

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I-76

74T

H A

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74T

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2000’1000’ 3000’

STOCK SHOW STATION

NATIONAL WESTERN

N/A

NLB

DAL

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TRACK SHEETSKEY MAP

04/12/13

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KEY PLAN

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40 SCALE SHEETS

STATION

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NATIONAL WESTERN

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