Read RtdStdDrwngs-01GENERAL.pdf text version

REGIONAL TRANSPORTATION DISTRICT

STANDARD DRAWINGS

NOTICE OF DISCLAIMER:

K:\CAD Library\RTD S&D Drawings\Standard Drawings\DisclaimerNotice.dwg, 10/15/2007 11:02:00 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

The Regional Transportation District (RTD) in Denver, Colorado makes these documents available on an "as is" basis. All warranties and representations of any kind with regard to said documents are disclaimed, including the implied warranties of merchantability and fitness for a particular use. Under no circumstances will the RTD, or any of its officers or employees be liable for any consequential, incidental, special or exemplary damages even if apprised of the likelihood of such damages occurring. The RTD does not warrant the documents against deficiencies of any kind. The use of any of these documents for work which is under contract with the RTD, does not relieve the contractor from any obligations assumed by the contract, or from complete and proper fulfillment of the terms of the contract, nor does it entitle the contractor to compensation for damages or loss which could be attributed to such use.

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G100-StdDwgsCvrSht.dwg, 10/15/2007 11:22:21 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

STANDARD DRAWINGS

FOR

REGIONAL TRANSPORTATION DISTRICT

BUS & LIGHT RAIL TRANSIT FACILITY PROJECTS

On The Move

SD-G100-StdDwgsCvrSht SHEET 1 OF 13

REGIONAL TRANSPORTATION DISTRICT

STANDARD DRAWINGS

DISCIPLINE

K:\CAD Library\RTD S&D Drawings\Standard Drawings\CvrSht-General.dwg, 10/15/2007 11:02:41 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

General

SD-G100 SD-G101 SD-G102 SD-G103 SD-G104 SD-G105A SD-G105B SD-G106 SD-G107 SD-G108 SD-G109A SD-G109B SD-G110 STANDARD DRAWINGS COVER SHEET STANDARD DRAWINGS TABLE OF CONTENTS STANDARD DRAWING LIST pnR PROJECT COVER SHEET SHEET INDEX STANDARD ABBREVIATIONS I STANDARD ABBREVIATIONS II GENERAL NOTES APPROXIMATE QUANTITIES STANDARD SYMBOLS HORIZONTAL AND VERTICAL CONTROL HORIZONTAL AND VERTICAL CONTROL SURVEY TABULATION 1 OF 13 2 OF 13 3 OF 13 4 OF 13 5 OF 13 6 OF 13 7 OF 13 8 OF 13 9 OF 13 10 OF 13 11 OF 13 12 OF 13 13 OF 13

RTD STANDARD DRAWING BOOK TABLE OF CONTENTS

REF. NO.

GENERAL SD-G100 SD-G101 SD-G102 SD-G103 SD-G104 SD-G105A SD-G105B SD-G106 SD-G107 SD-G108 SD-G109A SD-G109B SD-G110 STANDARD DRAWINGS COVER SHEET STANDARD DRAWINGS TABLE OF CONTENTS STANDARD DRAWING LIST pnR PROJECT COVER SHEET SHEET INDEX STANDARD ABBREVIATIONS I STANDARD ABBREVIATIONS II GENERAL NOTES APPROXIMATE QUANTITIES STANDARD SYMBOLS HORIZONTAL AND VERTICAL CONTROL HORIZONTAL AND VERTICAL CONTROL SURVEY TABULATION 1 OF 13 2 OF 13 3 OF 13 4 OF 13 5 OF 13 6 OF 13 7 OF 13 8 OF 13 9 OF 13 10 OF 13 11 OF 13 12 OF 13 13 OF 13

SHEET DESCRIPTION

SHEET NO.

REF. NO.

ARCHITECTURAL SD-A100A SD-A100B SD-A100C SD-A101 SD-A102A SD-A102B SD-A103A SD-A103B SD-A103C SD-A103D SD-A103E SD-A103F SD-A104A SD-A104B SD-A105A SD-A105B SD-A105C

SHEET DESCRIPTION

PEDESTRIAN SHELTER PLANS - OPT 1 OR OPT 2 PEDESTRIAN SHELTER DETAILS AND SECTIONS PEDESTRIAN SHELTER MAP CASE DETAILS DRIVERS RELIEF STATION PLAN TYPES DRIVERS RELIEF STATION TYPE I DRIVERS RELIEF STATION TYPE I DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE II DRIVERS RELIEF STATION TYPE III DRIVERS RELIEF STATION TYPE III DRIVERS RELIEF STATION TYPE IV DRIVERS RELIEF STATION TYPE IV DRIVERS RELIEF STATION TYPE IV

SHEET NO.

1 OF 17 2 OF 17 3 OF 17 4 OF 17 5 OF 17 6 OF 17 7 OF 17 8 OF 17 9 OF 17 10 OF 17 11 OF 17 12 OF 17 13 OF 17 14 OF 17 15 OF 17 16 OF 17 17 OF 17

REF. NO.

SHEET DESCRIPTION

SHEET NO.

CIVIL SD-C100A SD-C100B SD-C101 SD-C102 SD-C103 SD-C104A SD-C104B SD-C105 SD-C106 SD-C107 SD-C108 SD-C109A SD-C109B SD-C109C SD-C110 SD-C111 SD-C112 SD-C113 SD-C114 SD-C115 SD-C116 SD-C117 SD-C118 SD-C119A SD-C119B SD-C120 SD-C121A SD-C121B SD-C122 SD-C123 SD-C124A SD-C124B STREET FURNITURE DETAILS STREET FURNITURE DETAILS CURB AND PAVING DETAILS WALKWAY / PLAZA DETAILS SIGNAGE DETAILS ID SIGN - LARGE ID SIGN - SMALL RAILING DETAILS STAIR PLAN AND DETAILS LIGHTING DETAILS MOTORCYCLE PARKING FENCE DETAILS FENCE DETAILS FENCE DETAILS WATER QUALITY OUTLET STRUCTURE DETENTION POND OUTLET STRUCTURE COMBINATION TYPE 13 INLET BICYCLE PARKING - STORAGE FTA PROJECT SIGN POWER CONTROL CENTER PULL BOXES TEMPORARY PROJECT SIGN EROSION CONTROL DETAILS CURB INLET TYPE R (MODIFIED) CURB INLET TYPE R (MODIFIED) BUS STOP / SHELTER SITEWORK SAWTOOTH BUS PULLOUT - ARTICULATED SAWTOOTH BUS PULLOUT - TRANSIT BUS PULLOUT FOR MULTIPLE BUSES BUS PAD TYPICAL CURB ISLAND (Typical) TYPICAL CURB ISLAND (Varies) 1 OF 32 2 OF 32 3 OF 32 4 OF 32 5 OF 32 6 OF 32 7 OF 32 8 OF 32 9 OF 32 10 OF 32 11 OF 32 12 OF 32 13 OF 32 14 OF 32 15 OF 32 16 OF 32 17 OF 32 18 OF 32 19 OF 32 20 OF 32 21 OF 32 22 OF 32 23 OF 32 24 OF 32 25 OF 32 26 OF 32 27 OF 32 28 OF 32 29 OF 32 30 OF 32 31 OF 32 32 OF 32

TRACKWORK SD-T100 SD-T101 SD-T102 SD-T103 SD-T104 SD-T105 SD-T106 SD-T107 SD-T108 SD-T109 SD-T110 SD-T111 SD-T112 SD-T113 SD-T114 SD-T115 SD-T116 SD-T117 SD-T118 SD-T119 SD-T120 SD-T121 SD-T122 TRACK GEOMETRY STANDARDS TURNOUT AND CROSSOVER GEOMETRY CLEARANCE ENVELOPE SINGLE / DOUBLE TRACK - EMBEDDED BALLASTED DOUBLE TRACK - UNCONSTRAINED BALLASTED DOUBLE TRACK - RETAINED CUT BALLASTED DOUBLE TRACK - RETAINED FILL (MSE WALLS) BALLASTED SINGLE TRACK - CONSTRAINED BALLASTED DOUBLE TRACK - CONSTRAINED BALLASTED DOUBLE TRACK - AT UNDERPASS SUBGRADE CROSS-SLOPE AT CROSSOVERS UNDERDRAIN DETAILS SIDE PLATFORMS AT STATION CENTER PLATFORMS AT STATION BALLASTED SINGLE TRACK ON BRIDGE BALLASTED DOUBLE TRACK ON BRIDGE DIRECT FIXATION SINGLE TRACK ON BRIDGE DIRECT FIXATION DOUBLE TRACK ON BRIDGE RESTRAINING RAIL DETAILS MONOBLOCK CONCRETE TIE, RESTRAINING RAIL MONOBLOCK CONCRETE TIE, TRANSITION MONOBLOCK CONCRETE TIE, STANDARD STANDARD TIE PLATE DETAILS 1 OF 23 2 OF 23 3 OF 23 4 OF 23 5 OF 23 6 OF 23 7 OF 23 8 OF 23 9 OF 23 10 OF 23 11 OF 23 12 OF 23 13 OF 23 14 OF 23 15 OF 23 16 OF 23 17 OF 23 18 OF 23 19 OF 23 20 OF 23 21 OF 23 22 OF 23 23 OF 23

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G101-StdPlnTblCntnts.dwg, 10/17/2007 11:26:29 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

LANDSCAPE SD-L100 SD-L101A SD-L101B SD-L101C SD-L102 LANDSCAPE DETAILS IRRIGATION DETAILS I IRRIGATION DETAILS II IRRIGATION DETAILS III RETAINING WALL DETAILS 1 OF 5 2 OF 5 3 OF 5 4 OF 5 5 OF 5

Note: The Standard Drawings in this set, as they apply, shall comply with the Manual On Uniform Traffic Control Devices (MUTCD) and the American Disabilities Act (ADA) requirements.

SD-G101-SDTOC SHEET 2 OF 13

STANDARD DRAWING LIST

REF. NO.

GENERAL SD-G100 SD-G101 SD-G102 SD-G103 SD-G104 SD-G105A SD-G105B SD-G106 SD-G107 SD-G108 SD-G109A SD-G109B SD-G110 STANDARD DRAWINGS COVER SHEET STANDARD DRAWINGS TABLE OF CONTENTS STANDARD DRAWING LIST pnR PROJECT COVER SHEET SHEET INDEX STANDARD ABBREVIATIONS I STANDARD ABBREVIATIONS II GENERAL NOTES APPROXIMATE QUANTITIES STANDARD SYMBOLS HORIZONTAL AND VERTICAL CONTROL HORIZONTAL AND VERTICAL CONTROL SURVEY TABULATION 1 OF 13 2 OF 13 3 OF 13 4 OF 13 5 OF 13 6 OF 13 7 OF 13 8 OF 13 9 OF 13 10 OF 13 11 OF 13 12 OF 13 13 OF 13

SHEET DESCRIPTION

SHEET NO.

REF. NO.

ARCHITECTURAL SD-A100A SD-A100B SD-A100C SD-A101 SD-A102A SD-A102B SD-A103A SD-A103B SD-A103C SD-A103D SD-A103E SD-A103F SD-A104A SD-A104B SD-A105A SD-A105B SD-A105C

SHEET DESCRIPTION

SHEET NO.

CIVIL SD-C100A SD-C100B SD-C101 SD-C102 SD-C103 SD-C104A SD-C104B SD-C105 SD-C106 SD-C107 SD-C108 SD-C109A SD-C109B SD-C109C SD-C110 SD-C111 SD-C112 SD-C113 SD-C114 SD-C115 SD-C116 SD-C117 SD-C118 SD-C119A SD-C119B SD-C120 SD-C121A SD-C121B SD-C122 SD-C123 SD-C124A SD-C124B STREET FURNITURE DETAILS STREET FURNITURE DETAILS CURB AND PAVING DETAILS WALKWAY / PLAZA DETAILS SIGNAGE DETAILS ID SIGN - LARGE ID SIGN - SMALL RAILING DETAILS STAIR PLAN AND DETAILS LIGHTING DETAILS MOTORCYCLE PARKING FENCE DETAILS FENCE DETAILS FENCE DETAILS WATER QUALITY OUTLET STRUCTURE DETENTION POND OUTLET STRUCTURE COMBINATION TYPE 13 INLET BICYCLE PARKING - STORAGE FTA PROJECT SIGN POWER CONTROL CENTER PULL BOXES TEMPORARY PROJECT SIGN EROSION CONTROL DETAILS CURB INLET TYPE R (MODIFIED) CURB INLET TYPE R (MODIFIED) BUS STOP / SHELTER SITEWORK SAWTOOTH BUS PULLOUT - ARTICULATED SAWTOOTH BUS PULLOUT - TRANSIT BUS PULLOUT FOR MULTIPLE BUSES BUS PAD TYPICAL CURB ISLAND (Typical) TYPICAL CURB ISLAND (Varies) 1 OF 32 2 OF 32 3 OF 32 4 OF 32 5 OF 32 6 OF 32 7 OF 32 8 OF 32 9 OF 32 10 OF 32 11 OF 32 12 OF 32 13 OF 32 14 OF 32 15 OF 32 16 OF 32 17 OF 32 18 OF 32 19 OF 32 20 OF 32 21 OF 32 22 OF 32 23 OF 32 24 OF 32 25 OF 32 26 OF 32 27 OF 32 28 OF 32 29 OF 32 30 OF 32 31 OF 32 32 OF 32

PEDESTRIAN SHELTER PLANS - OPT 1 OR OPT 2 PEDESTRIAN SHELTER DETAILS AND SECTIONS PEDESTRIAN SHELTER MAP CASE DETAILS DRIVERS RELIEF STATION (DRS) PLAN TYPES DRIVERS RELIEF STATION (DRS) TYPE I DRIVERS RELIEF STATION (DRS) TYPE I DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE II DRIVERS RELIEF STATION (DRS) TYPE III DRIVERS RELIEF STATION (DRS) TYPE III DRIVERS RELIEF STATION (DRS) TYPE IV DRIVERS RELIEF STATION (DRS) TYPE IV DRIVERS RELIEF STATION (DRS) TYPE IV

1 OF 17 2 OF 17 3 OF 17 4 OF 17 5 OF 17 6 OF 17 7 OF 17 8 OF 17 9 OF 17 10 OF 17 11 OF 17 12 OF 17 13 OF 17 14 OF 17 15 OF 17 16 OF 17 17 OF 17

TRACKWORK SD-T100 SD-T101 SD-T102 SD-T103 SD-T104 SD-T105 SD-T106 SD-T107 SD-T108 SD-T109 SD-T110 SD-T111 SD-T112 SD-T113 SD-T114 SD-T115 SD-T116 SD-T117 SD-T118 SD-T119 SD-T120 SD-T121 SD-T122 TRACK GEOMETRIC STANDARDS TURNOUT AND CROSSOVER GEOMETRY CLEARANCE ENVELOPE SINGLE / DOUBLE TRACK - EMBEDDED BALLASTED DOUBLE TRACK - UNCONSTRAINED BALLASTED DOUBLE TRACK - RETAINED CUT BALLASTED DOUBLE TRACK - RETAINED FILL (MSE WALLS) BALLASTED SINGLE TRACK - CONSTRAINED BALLASTED DOUBLE TRACK - CONSTRAINED BALLASTED DOUBLE TRACK - AT UNDERPASS SUBGRADE CROSS-SLOPE AT CROSSOVERS UNDERDRAIN DETAILS SIDE PLATFORMS AT STATION CENTER PLATFORMS AT STATION BALLASTED SINGLE TRACK ON BRIDGE BALLASTED DOUBLE TRACK ON BRIDGE DIRECT FIXATION SINGLE TRACK ON BRIDGE DIRECT FIXATION DOUBLE TRACK ON BRIDGE RESTRAINING RAIL DETAILS MONOBLOCK CONCRETE TIE, RESTRAINING RAIL MONOBLOCK CONCRETE TIE, TRANSITION MONOBLOCK CONCRETE TIE, STANDARD STANDARD TIE PLATE DETAILS 1 OF 23 2 OF 23 3 OF 23 4 OF 23 5 OF 23 6 OF 23 7 OF 23 8 OF 23 9 OF 23 10 OF 23 11 OF 23 12 OF 23 13 OF 23 14 OF 23 15 OF 23 16 OF 23 17 OF 23 18 OF 23 19 OF 23 20 OF 23 21 OF 23 22 OF 23 23 OF 23

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G102-StdDwgList.dwg, 10/15/2007 11:22:50 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

LANDSCAPE SD-L100 SD-L101A SD-L101B SD-L101C LANDSCAPE DETAILS IRRIGATION DETAILS I IRRIGATION DETAILS II IRRIGATION DETAILS III 1 OF 4 2 OF 4 3 OF 4 4 OF 4

STRUCTURAL SD-S100 RETAINING WALL DETAILS 1 OF 1

THE STANDARD DRAWINGS INDICATED HEREON BY A MARKED BOX ARE TO BE USED TO CONSTRUCT THIS PROJECT.

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

RTD STANDARD DRAWINGS REGIONAL TRANSPORTATION DISTRICT

GENERAL STANDARD DRAWING LIST

SHEET REFERENCE NUMBER:

SD-G102

SHEET 3 OF 13

NO.

REVISIONS

BY

DATE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXX

CONSTRUCTION DRAWINGS FOR:

XXXXXXXXXXXXXXXXXXXXXXXX

park-n-Ride

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G103-PrjctCvrSht.dwg, 10/15/2007 11:23:05 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

LOCATION MAP

NTS

REGIONAL TRANSPORTATION DISTRICT VICINITY MAP

I HEREBY AFFIRM THESE CONSTRUCTION PLANS FOR XXXXXXXXXXXXXXX pnR WERE PREPARED UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROADWAY DESIGN AND CONSTRUCTION STANDARDS AND THE STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA OF XXXXXXXXXXXXXX. NTS

DATE: Stan A. Szabelak P.E. No. 26421 CIVIL ENGINEERING MANAGER

APPROVED FOR CONSTRUCTION:

DATE: Jeff Cluphf pnR CONSTRUCTION MANAGER DATE: Cory Granrud pnR DESIGN MANAGER REGIONAL TRANSPORTATION DISTRICT 1600 BLAKE STREET DENVER, COLORADO 80202 (303) 628-9000

CONTRACT NUMBER:

XX-XX XXX

DATE OF PREPARATION: XXX XX, 20XX

SD-G103-PrjctCvrSht SHEET 4 0F 13

SHEET NUMBER

SHEET DESCRIPTION

SHEET NUMBER

SHEET DESCRIPTION

SHEET NUMBER

SHEET DESCRIPTION XXXX XXXXX

GENERAL 1 2 3 4 5 6 7 8 9 10 COVER SHEET TABLE OF CONTENTS STANDARD ABBREVIATIONS STANDARD ABBREVIATIONS STANDARD SYMBOLS RTD STANDARD PLAN LIST CDOT STANDARD PLAN LIST GENERAL NOTES I GENERAL NOTES II APPROXIMATE QUANTITIES XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX

XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX

11 12 13 14 15

XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX

CIVIL 16 17 18 19 20 21 22 23 24 25 EXISTING UTILITIES DEMOLITION PLAN XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G104-PrjctShtIndx.dwg, 10/15/2007 11:23:19 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

DETAILS 26 27 28 29 30 31 32 33 34 PAVING DETAILS TYPICAL SECTIONS STANDARD TIE PLATE DETAILS XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX

SYSTEMS 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX

XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX XXXX XXXXX

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL SHEET INDEX

SHEET REFERENCE NUMBER:

SD-G104

SHEET 5 OF 13

NO.

REVISIONS

BY

DATE

STANDARD ABBREVIATIONS

HORIZONTAL

BC CC CS D. Dc c s EC ES I K L Lc Ls Ls1 Ls2 L.T. PC PCC PI POC POS POT PRC PT R or Rc SC SS ST S.T. T Tc Qs Ts TL TS TTL Xs Ys BVC EVC LVC PIVC POVC PRVC PVC PVI PRVC PVT VC AASHTO AB ABND ABS ABUT & AC ASPH CONC ACD ACL ACP AGGR AH AL ALIGN APP APPV APPROX A.R.E.A. AS A/R BEGINNING OF CIRCULAR CURVE CENTER OF CIRCULAR CURVE POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL DEGREE OF CURVE (CURVATURE) DELTA or DEFLECTION ANGLE (CENTRAL ANGLE OF CIRCULAR CURVE) DELTA or DEFLECTION ANGLE (CIRCULAR CURVE) DELTA or DEFLECTION ANGLE (SPIRAL CURVE) END OF CIRCULAR CURVE EXTERNAL DISTANCE TOTAL INTERSECTION ANGLE or TOTAL CENTRAL ANGLE DISTANCE FROM TS TO PC ALONG TANGENT TOTAL CURVE LENGTH TOTAL LENGTH OF CIRCULAR CURVE TOTAL LENGTH OF SPIRAL CURVE SUFFIX (1) AT THE SYMBOL DENOTES THE DATA FOR THE FIRST SPIRAL OF AN UNSYMMETRICAL SPRIALIZED CURVE SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL LONG TANGENT POINT OF CURVATURE or POINT OF CHANGE FROM TANGENT TO CIRCULAR CURVE POINT OF COMPOUND CIRCULAR CURVES POINT OF INTERSECTION OF TWO TANGENTS POINT ON CIRCULAR CURVE POINT ON SPIRAL POINT ON TANGENT POINT OF REVERSE CIRCULAR CURVE POINT OF TANGENCY or POINT OF CHANGE FROM CIRCULAR CURVE TO TANGENT RADIUS OF CIRCULAR CURVE POINT OF CHANGE FROM SPIRAL TO CIRCULAR CURVE POINT OF CHANGE FROM SPIRAL TO SPIRAL POINT OF CHANGE FROM SPIRAL TO TANGENT SHORT TANGENT TOTAL CURVE TANGENT DISTANCE OF COMPLETE CURVE TANGENT LENGTH OF CIRCULAR CURVE CENTRAL ANGLE OF SPIRAL or SPIRAL ANGLE TANGENT DISTANCE FROM TS or ST TO PI TOTAL LENGTH OF CURVE (SPIRAL & CIRCULAR PORTIONS) POINT OF CHANGE FROM TANGENT TO SPIRAL TOTAL TANGENT LENGTH (SPIRALS & CIRCULAR PORTIONS) TANGENT DISTANCE AT SC or CS TANGENT OFFSET AT SC or CS APPROX A.R.E.A. AS A/R ASCE ASPH ASTM @ ATC AT&SF AVE AWG BCOP BCR BEG BFP BIT BK B or BL L BLDG BLVD BM BNSF BO BOF BOP BOS BOW BRDG BRG BRK BS BU CA BW C CA CB CBD C-C CC CCD CDOT CF CFS C&G CGS CHEM CI CIP(CL) CIRCUM CISP(ES) CJ C or CL L CLF CLG CLR CMP CO COL COMM CONC COND CONF CONN CONST CONT COORD COP CORR CP CPC CRSVR CRV CS C/S

A (cont'd)

APPROXIMATE or APPROXIMATELY AMERICAN RAILWAY ENGINEERING ASSOCIATION AGGREGATE SUB-BASE AS REQUIRED AMERICAN SOCIETY OF CIVIL ENGINEERS ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS AT AUTOMATIC TRAIN CONTROL ATCHISON, TOPEKA & SANTA FE RAILWAY AVENUE AMERICAN WIRE GAUGE (GAGE) CSG CSW CTP CULV CU YD CWR CR D. d DB DCT. DU DEF DEPT DET DF DG DI DIA or Ø DIAG DIAM DIM DIP(L) DIST DMH DML DN DRGW DRTK DW DWG DWL DWL DWY E/E EB ECR E EG EA EL ELEC ELECT ELEV EMB EMH E/O EOR EP EQ EQN ES ET ETC E/W EW EXIST EXP EXT FA FAC FB FC FD FDN FES FF FFE FG FH FIN F or FL L FLG FLR FO FOW

C (cont'd)

CASING CONCRETE SIDEWALK OCS POLE CULVERT CUBIC YARD CONTINUOUS WELDED RAIL CURB RETURN FP FPS FR FWY FS FT FTOF FHWA G GA GAL(S) GALV GASO GB GM GND GP GR GSC GV GW GRS H HB HBP HCL HD HF HL HMWPE HORIZ H HP Hp HPT HR H/R HS HWY ID IJ IN INV IP JAN JB JT K KF KLF KSF KV L LT LB LD LF LG LGT LH LHD LJ LOC LP LPT LRT LRV LTG LTR

F (cont'd)

FIRE PROTECTION FOOT PER SECOND FRAME FREEWAY FLAGSTONE or FINISHED SURFACE FOOT or FEET FACE TO FACE FEDERAL HIGHWAY ADMINISTRATION

D

DEPTH DUCTBANK DUCT DEFLECTION DEPARTMENT DETAIL DRINKING FOUNTAIN or DIRECT FIXATION DIESEL GAS or DRY GAS DUCTILE IRON DIAMETER DIAGRAM DIAMETER (REF) DIMENSION DUCTILE IRON PIPE (LINED) DISTRICT or DISTANCE DRAINAGE MANHOLE DEMOLITION DOWN DENVER AND RIO GRANDE WESTERN RAILROAD DRILL TRACK DOMESTIC WATER AUTOCAD FILE EXTENSION FOR DRAWING DOWEL DOWELLING DRIVEWAY

G

GAS GAUGE (GAGE) GALLON (GALLONS) GALVANIZE or GALVANIZED GASOLINE GRADE BREAK GAS METER GROUND GENERAL PACKAGE or GAUGE PLATE GRADE, GROUND or GUARD RAIL PLATE GALVANIZED STEEL CONDUIT GATE VALVE GUY WIRE GALVANIZED RIGID STEEL CONDUIT

B

BARE COPPER BEGIN CURB RETURN BEGIN or BEGINNING BACKFLOW PREVENTER BITUMINOUS BACK BASELINE BUILDING BOULEVARD BENCHMARK BURLINGTON NORTHERN AND SANTA FE RAILWAY BLOW-OFF BOTTOM OF FOOTING BOTTOM OF PIPE BOTTOM OF SLOPE BOTTOM OF WALL, BACK OF WALK BRIDGE BEARING BRICK BELL AND SPIGOT or BOTTOM OF STAIR BURIED CABLE BEGINNING OF WALL

H

HEIGHT HOSE BIB HOT BITUMINOUS PAVEMENT HORIZONTAL CONTROL LINE HEAD HEEL OF FROG HEEL LENGTH HIGH MOLECULAR WEIGHT POLYETHYLENE HORIZONTAL HEEL PLATE HIGH PRESSURE, HORSE POWER or HEEL PLATE HORSEPOWER HIGH-POINT HEADROOM or HOUR HEAVY REPAIR HIGH STRENGTH STEEL HIGHWAY

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G105A-StdAbbrvs-I.dwg, 10/15/2007 11:23:33 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

E

EAST OF EAST RIGHT-OF-WAY LINE EASTBOUND END CURB RETURN EAST or ELECTRICAL EACH EXISTING GROUND ELEVATION ELECTRIC or ELECTRICAL ELECTRIC (REF) ELEVATOR EMBANKMENT ELECTRICAL MANHOLE EAST OF END OF ROAD EDGE OF PAVEMENT EQUAL or EQUATION EQUATION EXTRA STRENGTH END TRACK ETCETERA EAST OF WEST RIGHT-OF-WAY LINE END OF WALL EXISTING EXPANSION EXTERIOR

C

CONDUIT CABLE or COMPRESSED AIR CATCH BASIN CENTRAL BUSINESS DISTRICT CENTER TO CENTER CURB CUT or CENTER OF CIRCLE CITY AND COUNTY OF DENVER COLORADO DEPARTMENT OF TRANSPORTATION CURB FACE CUBIC FEET PER SECOND CURB AND GUTTER CENTER OF GRAVITY, STRAND CHEMICAL CAST IRON CAST IRON PIPE (CEMENT LINED) CIRCUMFERENCE CAST IRON SOIL PIPE (EXTRA STRENGTH) CONSTRUCTION JOINT CENTERLINE CHAIN LINK FENCE CEILING CLEARANCE or CLEAR CORRUGATED METAL PIPE CLEANOUT, COUNTY or COMPANY COLUMN COMMUNICATION CONCRETE CONDUIT CONFERENCE CONNECT or CONNECTION CONSTRUCT or CONSTRUCTION CONTINUED, CONTINUOUS or CONTINUATION COORDINATE COPPER CORRUGATE or CORRUGATED CONCRETE PIPE or CEMENT PIPE or CONTROL POINT CORRUGATED PLASTIC CONDUIT CROSSOVER CURVE SIMPLE CURVE TO SPIRAL COMMUNICATION/SIGNAL

VERTICAL

BEGIN VERTICAL CURVE END VERTICAL CURVE LENGTH OF VERTICAL CURVE POINT OF INTERSECTION OF VERTICAL CURVE POINT ON VERTICAL CURVE POINT OF REVERSING VERTICAL CURVE POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION or POINT OF INTERSECTION OF TWO PROFILE TANGENTS POINT OF REVERSE VERTICAL CURVE POINT OF VERTICAL TANGENCY VERTICAL CURVE

I

INSIDE DIAMETER INSULATED JOINT INCH or INCHES INVERT IRON PIPE

J

JANITOR JUNCTION BOX JOINT

K

KIP or KIPS KIP-FOOT KIPS PER LINEAR FOOT KIPS PER SQUARE FOOT KILOVOLT

A

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AGGREGATE BASE ABANDONED ASBESTOS ABUTMENT AND ASPHALT CONCRETE or ASPHALTIC CONCRETE ASPHALT CONCRETE or ASPHALTIC CONCRETE ASPHALTIC CONCRETE DUCT AUXILIARY CONTROL LINE ASBESTOS CEMENT PIPE or ASPHALT CONCRETE PAVEMENT AGGREGATE AHEAD ALUMINUM ALIGNMENT APPROVED (REF) APPROVED APPROXIMATE or APPROXIMATELY AMERICAN RAILWAY ENGINEERING ASSOCIATION AGGREGATE SUB-BASE AS REQUIRED

F

FIRE ALARM FIRE ALARM CONDUIT FIRE ALARM BOX FIBER CONDUIT FIBER DUCT or FLOOR DRAIN FOUNDATION FLARED END SECTION FINISHED FLOOR or FAR FACE FINISHED FLOOR ELEVATION FINISH GRADE FIRE HYDRANT FINISH FLOWLINE FLANGE FLOOR FIBER OPTIC LINE FACE OF WALL

L

LINE or LENGTH LEFT POUND LEAD LINEAR FOOT (FEET) LONG or LENGTH LIGHT (REF) LAMPHOLE LEFT HAND LEADED JOINT LOCATE, LOCATED or LOCATION LOW PRESSURE LOW POINT LIGHT RAIL TRANSIT LIGHT RAIL VEHICLE LIGHTING LEFT (REF)

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL STANDARD ABBREVIATIONS I

SHEET REFERENCE NUMBER:

SD-G105A

SHEET 6 OF 13

NO.

REVISIONS

BY

DATE

STANDARD ABBREVIATIONS

M

M MACH MAG MAINT MAX MC MCD MECH MH MIN MISC MJ M/L MON MP MPH MSE MTC MTD MUTCD N N/A NB NF NIC N/N N/O NO. or # NRCP NS N/S NTS K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G105B-StdAbbrvs-II.dwg, 10/15/2007 11:23:47 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3 OC OCS OD OH OP OPP ORL P PA PB PC PCC PCCP PCL PE PED PEM PF PGL PI PITO PIV PKG P L PL PLD PLT PM POC POL PP PRC ROD PROP PRPSD PS PSP PSF PSI PT PV PVC PVCC PVMT MAIN MACHINE or MACHINERY MAGNESIUM or MAGNETIC MAINTENANCE MAXIMUM MID CORRIDOR MULTIPLE CONCRETE DUCT MECHANICAL MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MATCH LINE MONUMENT MEDIUM PRESSURE MILES PER HOUR MECHANICALLY STABLIZED EARTHWALL MULTI-TILE CONDUIT MULTI-TILE DUCT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES QTY QUAD R RCB RCP RD RECT REF REINF RET REV RGS RH REQ'D RP RR RRS or RS RSC RT RTD RTR RET W ROW RY S SA S&I SB SC SCC SD SDMH SECT SECY SGL SHT SBX SIG SIM SL SLG SLP SLPR SMH S/N S/O SP SPEC SPR SQ SS S/S SSD SST ST STA STD STL STM STOR STRUCT STY SUB SUPV SUR SW SYM

Q

QUANTITY QUADRANT

T (con't)

TELE TEMP TERM TF TG TH THEO THK THRU TMH TL TO TOC TOCON TOP T/R TOS TOW TPS TPSS TRD TRK TS TSB TSC TV TVM TW TYP UD UD&FCD UG UN UNK UPRR US V VAC VAR VC VCC VCD VCP VCP(ES) VCT VERT VLT W W/ WB WD W/E WG WHSE WI WID WIP WL WLL WLN WM W/O WP WQCV WSE WSP WSP(L) WTR WTW WV WW W/W TELESCOPING TEMPERATURE or TEMPORARY TERMINAL TRACK FOOT TOP OF GRADE, TOP OF GRATE or TELEGRAM TEST HOLE THEORETICAL THICK or THICKNESS THROUGH TELEPHONE MANHOLE TRAFFIC LIGHT or TOE LENGTH TURNOUT TOP OF CURB TOP OF CONCRETE TOP OF PIPE TOP OF RAIL TOE OF SLOPE TOP OF WALL TRACTION POWER SUBSTATION TRACTION POWER SUBSYSTEM TRANSITE DUCT TRACK TRAFFIC SIGNAL, or TANGENT TO SPIRAL CURVE, or TOP OF STAIR, or THIS SHEET TOP OF SUB-BALLAST TRAFFIC SIGNAL CONDUIT TELEVISION TICKET VENDING MACHINE TRAVELLED WAY TYPICAL X-DRAIN X-ING X-MITTER X-OVER X-SECT YR

X

CROSS DRAIN CROSSING TRANSMITTER CROSS OVER CROSS SECTION

R

RADIUS REINFORCED CONCRETE BOX (CULVERT) REINFORCED CONCRETE PIPE ROAD RECTANGLE or RECTIFIER REFERENCE REINFORCE, REINFORCED or REINFORCEMENT RETAINING REVISE, REVISED or REVISION RIGID GALVANIZED STEEL RIGHT HAND REQUIRED or REQUIRE RADIUS POINT RAILROAD RAILROAD SIGNAL RAILROAD SIGNAL & COMMUNICATION RIGHT REGIONAL TRANSPORTATION DISTRICT RIGHT (REF) RETAINING WALL RIGHT-OF-WAY RAILWAY

Y

YARD RUN-AROUND

N

NORTH NOT APPLICABLE NORTHBOUND NEAR FACE NOT IN CONTRACT NORTH OF NORTH RIGHT-OF-WAY LINE NORTH OF NUMBER NON-REINFORCED CONCRETE PIPE NEAR SIDE NORTH OF SOUTH RIGHT-OF-WAY LINE NOT TO SCALE

S

SOUTH SERVICE AISLE SERVICE AND INSPECTION SOUTHBOUND SPIRAL TO SIMPLE CURVE STEEL CYLINDER CONCRETE (PIPE) STORM DRAIN STORM DRAIN MANHOLE SECTION SECRETARY SUB-GRADE LINE SHEET SPLICE BOX SIGNAL SIMILAR STREET LIGHT STREET LIGHT CONDUIT SLOPE SLOPE (REF) SEWER MANHOLE SOUTH OF NORTH RIGHT-OF-WAY LINE SOUTH OF SPACE or SPACING or SIGNAL POLE SPECIFICATION(S) (REF) SPRINKLER SQUARE SANITARY SEWER SOUTH OF SOUTH RIGHT-OF-WAY LINE SANDSTONE CEMENT DUCT STAINLESS STEEL STREET or STORM SEWER LINE OR SPIRAL CURVE TO TANGENT STATION STANDARD STEEL STEAM STORAGE STRUCTURE STYRENE SUBMITTED SUPERVISE or SUPERVISOR SURFACE SWITCH or SOUTHWESTor SIDEWALK SYMMETRICAL

U

UNDERDRAIN URBAN DRAINAGE & FLOOD CONTROL DISTRICT UNDERGROUND UNLESS NOTED UNKNOWN UNION PACIFIC RAILROAD UNITED STATES

O

ON CENTER or ON CENTERS OVERHEAD CONTACT SYSTEM OUTSIDE DIAMETER OVERHEAD OPEN TRACK OPPOSITE ORNAMENTAL LIGHTS

V

VALVE VACUUM VARIES or VARIABLE VERTICAL CURVE VITRIFIED CLAY CONDUIT VITRIFIED CLAY DUCT VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE (EXTRA STRENGTH) VITRIFIED CLAY TILE VERTICAL VAULT

P

PIPE POLICE ALARM or PUBLIC ADDRESS PULL BOX POINT OF CURVATURE POINT OF COMPOUND CURVATURE or PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PAVEMENT PRIMARY CONTROL LINE POLYETHYLENE PEDESTRIAN POLYETHYLENE MAIN POINT OF FROG PROFILE GRADE LINE POINT OF INTERSECTION OF TANGENTS POINT OF TURNOUT POST INDICATOR VALVE PARKING PLATE PROPERTY LINE PLASTIC DUCT PLASTIC TILE PARKING METER POINT OF CURVE POLICE or POINT ON LINE POWER POLE POINT OF REVERSE CURVATURE PRODUCT PROPERTY PROPOSED POINT OF SWITCH PAINT SHOP POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT OF TANGENCY PLUG VALVE POLYVINYL CHLORIDE POLYVINYL CHLORIDE CONDUIT PAVEMENT

W

WEST or WATER WITH WESTBOUND WATER DETECTOR WEST OF EAST RIGHT-OF-WAY LINE WHITE GAS WAREHOUSE WROUGHT IRON WIDTH WROUGHT IRON PIPE WATER LEVEL WALL LAYOUT LINE WATER LINE WATER METER WITHOUT or WEST OF WORKING POINT or WORK POINT WATER QUALITY CAPTURE VOLUME WATER SURFACE ELEVATION WELDED STEEL PIPE WELDED STEEL PIPE (CEMENT LINED) WATER WALL TO WALL WATER VALVE WASTEWATER WEST OF WEST RIGHT-OF-WAY LINE

T

T TAN TB T&B TC TCB TD TEL JAM SMPM THICKNESS TANGENT TOP OF BALLAST TOP AND BOTTOM TILE CONDUIT, TOP OF CURB or TRACK CENTER TRAFFIC CONTROL BOX TILE DUCT or TILE DRAIN TELEPHONE 3/01/05 3/01/05 CGG SAS 3/30/05 3/30/05 0 NTS

DIRECTIVE DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL STANDARD ABBREVIATIONS II

SHEET REFERENCE NUMBER:

SD-G105B

SHEET 7 OF 13

NO.

REVISIONS

BY

DATE

I. GENERAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE OF THE CDOT "STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION", "M & S STANDARDS" , xxxxx "STANDARDS", AND THE CONTRACT DOCUMENTS. 2. THIS CONTRACT SHALL CONSIST OF THE CONSTRUCTION OF A CONCRETE PARKING AREA, DRAINAGE IMPROVEMENTS, LIGHTING, LANDSCAPING, AND ALL OTHER WORK SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND BONDS REQUIRED. 4. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED AND WILL NOT BE PAID FOR SEPARATELY. 5. REMOVAL OF EXISTING ASPHALT MAT., CONCRETE PAVEMENT, CURB AND GUTTER, OR SIDEWALK REQUIRED ON THIS PROJECT SHALL BE SAW CUT TO A VERTICAL EDGE. COST TO BE INCLUDED IN WORK. LIMITS OF REMOVAL SHALL BE VERIFIED BY THE ENGINEER PRIOR TO THEIR REMOVAL. 6. UNLESS OTHERWISE NOTED, ALL DIMENSIONS, RADII, AND ELEVATIONS ARE TO THE FLOWLINE.

IV. SURFACE IMPROVEMENTS 1. CURB RAMPS AND HANDICAPPED ACCESS ALONG WALKWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ADA, AND SHALL BE APPROVED BY THE PROJECT MANAGER. 2. DIMENSIONS SHOWN TO RIGHT-OF-WAY LINES AND EXISTING PHYSICAL STRUCTURES ARE TYPICAL AND MAY VARY. 3. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED FULL WIDTH BEFORE SUCCEEDING LAYER IS PLACED. FOR PLAN QUANTITIES OF BITUMINOUS MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED: DILUTED EMULSIFIED ASPHALT (SLOW SETTING) AT 0.10 GALLONS/SQ. YD. (DILUTED) BITUMINOUS PAVEMENT AT 110 LBS./SQ. YD. PER ONE-INCH THICKNESS 4. WHEN ORDERED BY THE ENGINEER, A TACK COAT OF EMULSIFIED ASPHALT (SLOW-SETTING) IS TO BE APPLIED BETWEEN PAVEMENT COURSES TO IMPROVE THE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART EMULSIFIED ASPHALT AND ONE PART WATER. 5. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE TIME OF APPLICATION.

7. THE CONTRACTOR SHALL PROTECT EXISTING TREES ADJACENT TO THE PROJECT AREA. IRRIGATION MATERIALS AND VEGETATION WHICH ARE DAMAGED OR INJURED DURING CONSTRUCTION WILL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR IS REQUIRED TO KEEP EXISTING DRAINAGE STRUCTURES FUNCTIONAL AND MAINTAIN DRAINAGE TO THOSE STRUCTURES AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE OWNER. 10. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED AS SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY. 11. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE AASHTO T99 UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL SURVEY MONUMENTS, BENCH MARKS, RANGE TIES, PROPERTY MARKERS, REFERENCE POINTS, AND STAKES. IN CASE OF HIS DESTRUCTION OF THESE, THE CONTRACTOR WILL BE CHARGED WITH THE EXPENSE OF REPLACEMENT AND SHALL BE RESPONSIBLE FOR ANY MISTAKE OR LOSS OF TIME THAT MAY BE CAUSED. II. TRAFFIC CONTROL & CONSTRUCTION PHASING K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G106-GnrlNts.dwg, 10/15/2007 11:24:01 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3 1. THE CONTRACTOR SHALL BE SUBJECT TO LIQUIDATED DAMAGES IN THE AMOUNTS DEFINED IN THE GENERAL CONDITIONS FOR: A) FAILURE TO CONDUCT THE CONTRACTORS' OPERATIONS IN A SAFE MANNER AND/OR B) CAUSING UNDUE INCONVENIENCE TO THE TRAVELING PUBLIC (IN THE OPINION OF THE CONSTRUCTION MANAGER). 2. TRAFFIC CONTROL DEVICES AND BARRICADES MUST BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND APPROVED BY xxxxx AND RTD. 3. TRAFFIC CONTROL DEVICES AND BARRICADES MUST BE KEPT IN GOOD WORKING ORDER AT ALL TIMES. NO PAYMENT WILL BE MADE FOR BARRICADES THAT ARE DAMAGED, INOPERABLE, OR HAVE NON-FUNCTIONAL LIGHTS (IF REQUIRED), ETC. IF THE CONTRACTOR EXCEEDS THE WORKING TIME LIMIT FOR THE PROJECT, ALL TRAFFIC CONTROL AND BARRICADING COST INCURRED AFTER THE WORKING TIME LIMIT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WILL NOT BE REIMBURSED BY RTD. IF THE WORKING TIME LIMIT IS EXCEEDED BY THE CONTRACTOR, THE PROJECT MUST STILL BE SIGNED AND BARRICADED PROPERLY AND SAFELY AT ALL TIMES. 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR WILL DESIGNATE ONE OF HIS EMPLOYEES AS BEING RESPONSIBLE FOR TRAFFIC CONTROL AND BARRICADING FOR THE PROJECT. IT WILL BE THAT PERSON'S RESPONSIBILITY TO MAKE SURE ALL BARRICADES ARE PROPERLY PLACED ON THE PROJECT AT ALL TIMES, AND THAT TRAFFIC IS BEING MAINTAINED AS APPROVED. IF THE CONTRACTOR IS NOT WORKING ON THE JOB SITE, THE CONTRACTOR MUST STILL CHECK THE BARRICADES EVERY DAY, INCLUDING WEEKENDS AND HOLIDAYS, TO MAKE SURE ALL BARRICADES ARE CORRECTLY PLACED AND FUNCTIONAL. THE COST FOR THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT, AND WILL NOT BE PAID FOR SEPARATELY. III. UTILITIES 1. EXISTING UTILITIES AS SHOWN ON THE DRAWINGS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES THAT IMPACT THIS PROJECT. 2. POTHOLES OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE SUBSIDIARY TO THE WORK UNDER THIS CONTRACT. 3. THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987 FOR UTILITY LOCATIONS AT LEAST FIVE WORKING DAYS PRIOR TO ANY DIGGING. THE CONTRACTOR SHALL COOPERATE AND COORDINATE ALL UTILITY WORK WITH THE CONCERNED UTILITY COMPANY OR AGENCY. 4. THE CONTRACTOR SHALL PERFORM ALL REQUIRED UTILITY ADJUSTMENTS ON STORM, SANITARY, AND WATER IMPROVEMENTS. ALL OTHER UTILITY ADJUSTMENTS WILL BE CONSTRUCTED BY THE UTILITY OWNERS. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADJUST AND/OR REPLACE ALL WATER VALVE BOXES AND MANHOLES TO MEET FINAL GRADES IN THIS CONSTRUCTION AREA. 6. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ANY UTILITIES THAT ARE IMPACTED BY CONSTRUCTION AND DESIGNATED TO REMAIN. UNLESS SPECIFICALLY NOTED ON THE PLANS, THE CONTRACTOR WILL NOT BE COMPENSATED FOR WORK OUTSIDE THE LIMITS OF CONSTRUCTION. 7. ALL PERMITS AND/OR BONDS REQUIRED BY UTILITY OWNERS FOR CONSTRUCTION SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. JAM SMPM 3/01/05 3/01/05 CGG SAS 3/30/05 3/30/05 0 NTS

6. CONCRETE SHALL BE DEPTH(S) AS SHOWN ON THE DRAWINGS AND OF MIX DESIGN CLASS "P" (4200 PSI AT 28 DAYS), W/NOVOMESH e3 FIBER REINFORCEMENT. APPLICATION RATE FOR THE FIBER MESH SHALL BE 24 LBS PER CUBIC YARD. 7. DEPTH OF MOISTURE - DENSITY CONTROL - FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS BASES OF CUTS AND FILLS 1.0 FOOT 8. SUBGRADE MATERIALS DEEMED UNSUITABLE BY THE ENGINEER WILL BE EXCAVATED, DISPOSED OF, AND REPLACED WITH APPROVED MATERIAL. REMOVAL OF MATERIAL BELOW PROPOSED TOP OF SUBGRADE AND SUBSEQUENT CONDITIONING WILL BE PAID FOR AS UNCLASSIFIED EXCAVATION AND STRUCTURAL BACKFILL. 9. PRIOR TO PLACING NEW EMBANKMENTS ON EXISTING GROUND AND AFTER SPECIFIED COMPACTION HAS BEEN OBTAINED, THE EXISTING SURFACES SHALL BE PROOFROLLED AND MONITORED FOR SETTLEMENT. SOFT SPOTS SHALL BE STABILIZED AT THE DIRECTION OF THE ENGINEER. 10. CONTRACTOR (OR SUBCONTRACTORS) SHALL NOTIFY THE ENGINEER PROMPTLY IF UNDERGROUND TANKS OR PIPES ARE DISCOVERED. 11. CONTRACTOR SHALL NOTIFY 24 HOURS IN ADVANCE ALL RESPECTIVE MUNICIPALITIES/ENTITIES PRIOR TO INSTALLATION OF ITEMS REQUIRING THEIR INSPECTION AND/OR APPROVAL. 12. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III (MINIMUM). 13. STRUCTURAL EXCAVATION, INCLUDING DISPOSAL OF SPOILS, AND BACKFILL FOR INLETS, PIPES, MANHOLES & HEADWALLS SHALL BE INCLUDED IN COST OF EACH ITEM. 14. RTD WILL FURNISH ALL TESTING AND INSPECTION NECESSARY FOR THE PROJECT AT NO EXPENSE TO THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE RTD PROJECT MANAGER AT LEAST 24 HOURS IN ADVANCE OF ANY ACTIVITY WHICH REQUIRES TESTING OR INSPECTION. THE COST OF ANY RETESTING NECESSITATED BY THE CONTRACTOR'S WORK NOT COMPLYING TO THE PROJECT SPECIFICATIONS, WILL BE WITHHELD FROM MONIES DUE THE CONTRACTOR. V. AS-BUILT NOTES 1. "AS-BUILT" DRAWINGS AND FIELD NOTES ARE TO BE MAINTAINED AND UPDATED OVER THE LIFE OF THE PROJECT AS WORK PROGRESSES AND SUBMITTED TO RTD AT COMPLETION OF THE PROJECT.

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL GENERAL NOTES

SHEET REFERENCE NUMBER:

SD-G106

SHEET 8 OF 13

NO.

REVISIONS

BY

DATE

SUMMARY OF APPROXIMATE QUANTITIES

ITEM ITEM NO. DESCRIPTION PART A - INFRASTRUCTURE

1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A 12A 13A 14A 15A 16A 17A 18A 19A 20A 21A 22A 23A 24A 25A 26A K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G107-ApprxQnts.dwg, 10/15/2007 11:24:15 AM, mb12652, Bluebeam PDF9 Printer HighRes.pc3 27A 28A 29A 30A 31A 32A 33A 34A 35A 36A 37A 38A 39A 40A 41A 42A 43A 44A 45A 46A 47A 48A 49A 50A 51A 52A 53A 54A 55A 56A 57A 58A 59A 60A 61A XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX

QTY.

XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

UNIT

XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

PROJECT TOTALS ITEM PLAN AS CNST. ITEM NO. DESCRIPTION PART A - INFRASTRUCTURE (Cont'd)

62A 63A XXX XXX XXXXX XXXXX XXXXX XXXXX

QTY.

XXX XXX

UNIT

XXX XXX

PROJECT TOTALS ITEM PLAN AS CNST. ITEM NO. DESCRIPTION PART C - MAINTENANCE

1C XXX XXXXX XXXXX

QTY.

XXX

UNIT

XXX

PROJECT TOTALS PLAN AS CNST.

PART B - LANDSCAPE / IRRIGATION

1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B 13B 14B 15B 16B 17B 18B 19B 20B 21B 22B 23B 24B 25B 26B 27B 28B 29B XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXXXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

JAM SMPM

3/01/05 3/01/05

CGG

SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL APPROXIMATE QUANTITIES

SHEET REFERENCE NUMBER:

SD-G107

SHEET 9 OF 13

NO.

REVISIONS

BY

DATE

STANDARD SYMBOLS

EXISTING

E E UG OH E E

UTILITIES

BURIED ELECTRIC LINE W / MANHOLE OVERHEAD ELECTRIC LINE OVERHEAD TELEPHONE OR ELECTRIC POLE PARKING METER CATENARY POLE FOUNDATION GUY STUB

NEW

UG OH E E

EXISTING

CIVIL

DRAINAGE DITCH OR SWALE EASEMENT LINE RIGHT-OF-WAY LINE PROPERTY LINE BUILDING LINE

NEW

EXISTING

CIVIL

EDGE OF PAVEMENT TOP OF CUT TOE OF FILL CONCRETE SWALE GUTTER MAINTENANCE ROAD RR RR

NEW

X PED, CTP, SP

X

X

X

BARBED WIRE FENCE CHAIN LINK FENCE

X

X

X

X

SECTION LINE SECTION LINE

JT

JOINT USE POLE LIGHT MAST DECORATIVE STREET LIGHT

WOOD FENCE CURB AND GUTTER

SECTION LINE SURVEY CONTROL POINT

T ECB EV

VAULT (LABEL TYPE) ELECTRIC CONTROL BOX ELECTRICAL VAULT FIRE ALARM BOX ELECTRIC TRANSMISSION TOWER

T ECB EV

CONSTRUCTION LIMITS LINE ASPHALT / CONCRETE PAVEMENT PATTERNED CONCRETE (LRT) COLORED CONCRETE (LRT) COMPACTED SUBGRADE T T SUBGRADE EARTH SURVEY LOCATION POTHOLE LOCATION FO BM PGL-T/R

LIMITS OF CONSTRUCTION

EXISTING GROUND LINE 5280 CONTOUR LINE PVC UNDERDRAIN FLARED END SECTION (FES) GUARD RAIL TYPE 3 CONCRETE BARRIER TYPE 4 5280

UG T OH CTV K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G108-StdSymbls.dwg, 10/15/2007 1:31:29 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3 OH FO

T T UG CTV FO CTV

T

BURIED TELEPHONE LINE W / MANHOLE OVERHEAD TELEPHONE LINE BURIED CABLE TELEVISION OVERHEAD CABLE TELEVISION BURIED FIBER OPTICS CABLE FIBER OPTIC CABLE MARKER PIPE CASING FO T CTV OH OH

UG

UG CTV

CTV

SV-23 PH-23

EXISTING

TRACKWORK

BUMPING POST BONDED STANDARD JOINT

NEW

BENCH MARK (PLOTTED FROM CITY OF DENVER DESCRIPTIONS) BILLBOARD

BM BONDED INSULATED JOINT

G

6" STM O

G STM O W 24" W

G

GAS LINE W / METER STEAM OIL

G STM O

6"

G TRAFFIC SIGN STM TRAFFIC SIGNAL (WITH MAST ARM) O

BONDED STANDARD JOINT BONDED INSULATED JOINT

ON RAIL LAYOUT DIAGRAMS

INSULATED JOINTS ON BOTH RAILS (TRACK CHARTS) LRT C/S SYSTEM MANHOLE FUTURE FREIGHT RAIL 38.29 38.29 HIGH STRENGTH RAIL PROPOSED FREIGHT RAIL SINGLE CROSSOVER

W

WATER LINE W/MANHOLE FIRE HYDRANT, WATER VALVE & METER ABANDONED UTILITY SANITARY SEWER LINE W / MANHOLE

12"

W 216.6 W

GENERAL MARKER (W/DESC.) EXISTING SPOT ELEVATION (PHOTOGRAMMETRIC) SPOT ELEVATION (TAKEN AT DECIMAL POINT) FINISHED GRADE ELEVATION INVERT ELEVATION

W

ABANDONED 12" 18"

W

24"

ABANDON 24" W 12" 18"

STORM SEWER LINE W / INLET DROP INLET OR CATCH BASIN

INV 38.29 POINT OF SWITCH

HANDICAP RAMP TYPE R INLET IRR IRR IRRIGATION IRR IRR CONCRETE DRIVEWAY (CURB CUT)

EL

CURVE NUMBER SWITCH NUMBER TURNOUT PI NUMBER

XXXX XXXX XXX

EXISTING

TRAFFIC FLOW

CIVIL

NEW

WELL

PI/PVI

PI

RR CONTROLLER CABINET MANHOLE, WELL OR TANK (LABEL) LANE LINES CONTROL MONUMENT TEST HOLE BORING JAM SMPM 3/01/05 3/01/05 CGG SAS 3/30/05 3/30/05 0 NTS WELL RR SIGNAL WITH GATE RR SIGNAL WITHOUT GATE RR SWITCH RR CROSSING SIGN SHEET REFERENCE NUMBER:

LRT FLOW DIRECTION ARROW RAILROAD TRACK CONTROL LINE RETAINING WALL

STANDAD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL STANDARD SYMBOLS

SD-G108

SHEET 10 OF 13

NO.

REVISIONS

BY

DATE

ALL HORIZONTAL AND VERTICAL CONTROL IS GIVEN TO THE FLOWLINE.

CONTROL POINTS

CP1 PHYSICAL DESCRIPTION AND TIES TO THE POINT N: XXXXX.XXXX E: XXXXX.XXXX ELEV: XXXX.XX

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G109A-HrzVrtCntrl-A.dwg, 10/15/2007 1:31:43 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

(INSERT PLAN VIEW HERE)

CP2 PHYSICAL DESCRIPTION AND TIES TO THE POINT N: XXXXX.XXXX E: XXXXX.XXXX ELEV: XXXX.XX

NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND COORDINATES PRIOR TO CONSTRUCTION. 2. FOR ADDITIONAL LAYOUT INFORMATION, SEE XXXXXXXXXXXXXXXXX.

CURVE TABLE

CURVE NUMBER

CX CX CX CX CX CX CX CX CX CXX CXX CXX CXX CXX CXX

RAISED ISLAND DELINEATION

RADIUS

XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX'

LENGTH

XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX' XX.XX'

DELTA

XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX" XX°XX'XX"

EXTERNAL

X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX' X.XX'

POINT NO. FOR NORTHING, EASTING, ELEVATION. SEE HORIZONTAL & VERTICAL CONTROL II.

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL HORIZONTAL & VERTICAL CONTROL A

SHEET REFERENCE NUMBER:

SD-G109A

SHEET 11 OF 13

NO.

REVISIONS

BY

DATE

HORIZONTAL AND VERTICAL CONTROL

POINT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 NORTHING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX EASTING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX ELEVATION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX DESCRIPTION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX POINT 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 NORTHING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX EASTING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX ELEVATION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX DESCRIPTION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX POINT 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 NORTHING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX EASTING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX ELEVATION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX DESCRIPTION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX POINT 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 NORTHING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX EASTING XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX ELEVATION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX DESCRIPTION XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX XXXXXX.XXXX NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND COORDINATES PRIOR TO CONSTRUCTION. 2. FOR ADDITIONAL LAYOUT INFORMATION, SEE XXXXXXXXXXXXXXXXX. RAISED ISLAND DELINEATION POINT NO. FOR NORTHING, EASTING, ELEVATION. SEE HORIZONTAL & VERTICAL CONTROL II. CONTROL POINTS CP1 PHYSICAL DESCRIPTION AND TIES TO THE POINT N: XXXXX.XXXX E: XXXXX.XXXX ELEV: XXXX.XX CP2 PHYSICAL DESCRIPTION AND TIES TO THE POINT N: XXXXX.XXXX E: XXXXX.XXXX ELEV: XXXX.XX ALL HORIZONTAL AND VERTICAL CONTROL IS GIVEN TO THE FLOWLINE.

K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G109B-HrzVrtCntrl-B.dwg, 10/15/2007 1:32:00 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL HORIZONTAL & VERTICAL CONTROL B

SHEET REFERENCE NUMBER:

SD-G109B

SHEET 12 OF 13

NO.

REVISIONS

BY

DATE

PROJECT, THE ENGINEER HAS PROVIDED THE FOLLOWING INFORMATION:

FORMAT* HORIZONTAL CONTROL VERTICAL CONTROL ROADWAY ALIGNMENT TRACKWAY ALIGNMENT ORIGINAL TERRAIN DATA OTHER:

PLANTING OTHER: IRRIGATION

FENCING TEMPORARY PERMANENT

EROSION CONTROL SOUND BARRIERS SEEDING (TEMP) OTHER: SILT FENCES LIGHTING AND TRAFFIC CONTROL DEVICES (PERM) STRAW BALES SIGNAL POLE LOCATIONS AND ELEVATIONS TEMPORARY BERM LIGHT POLE LOCATIONS AND BASE ELEVATIONS RIP RAP (TEMP) SIGNS OTHER: OTHER: ROADWAY BASES PAVEMENT MARKING UNTREATED SUBGRADE STRIPING (TEMP) TREATED SUBGRADE STRIPING (PERM) AGGREGATE BASE COURSE SYMBOLS OTHER:

* SPECIFY THE INFORMATION, IE., PLAN SHEET, COMPUTER DISK, COMPUTER PRINTOUT, OR OTHER THE INFORMATION MARKED IS EITHER CONTAINED ON THE PLANS OR IS AVAILABLE FROM THE ENGINEER.

TYPE OF PROJECT LANDSCAPING SAFETY IMPROVEMENT ASPHALT OVERLAY CONCRETE OVERLAY MINOR RECONSTRUCTION MAJOR RECONSTRUCTION pnR CONSTRUCTION K:\CAD Library\RTD S&D Drawings\Standard Drawings\SD-G110-SrvyTab.dwg, 10/15/2007 1:32:14 PM, mb12652, Bluebeam PDF9 Printer HighRes.pc3 TRANSIT CORRIDOR CONSTRUCTION OTHER:

PAVEMENTS PMBB - PLANT MIX BITUMINOUS PAVEMENT HBP - HOT BITUMINOUS PAVEMENT CONCRETE OTHER:

OTHER: TEMPORARY LIGHTING AND CONSTRUCTION TRAFFIC CONTROL DEVICES SIGNAL POLE LOCATIONS AND ELEVATIONS (TEMP) LIGHT POLE LOCATIONS AND BASE ELEVATIONS SIGNS (TEMP) OTHER:

ROADWAY ELEMENTS MONUMENTATION CURB & GUTTER CONTROL INLETS - ALIGNMENT & GRADES RIGHT OF WAY (TEMP) (STAKING) RETAINING WALLS RIGHT OF WAY GUARD RAIL LAND CORNERS, ALIQUOT CORNERS WALKWAYS EASEMENT (TEMP) (STAKING) OTHER: EASEMENT (PERM) RIP RAP (PERM)

SURVEY WORK TO BE PERFORMED BY OTHERS:

WORK PERFORMED BY THE CONTRACTOR'S SURVEYOR UNDER ITEM 1053:

VERIFICATION AND MAINTENANCE OF HORIZONTAL AND VERTICAL CONTROL VERIFY OR DETERMINE EXISTING GRADES AND ALIGNMENTS VERIFY OR DETERMINE EXISTING TOPOGRAPHY & UTILITIES CLEARING AND GRUBBING LIMITS REMOVAL LIMITS EXCAVATION & EMBANKMENT EMBANKMENT UNCLASSIFIED STRIPPING MUCK ROCK BORROW OTHER: AS STAKED EARTHWORK QUANTITIES SITE GRADING OTHER: LANDSCAPING TOP SOIL SEEDING MULCHING

REFERENCE THE SPECIFIED EXISTING MONUMENTS: ** SLOPE AND DITCH PAVING RELOCATE THE SPECIFIED EXISTING MONUMENTS: ** MINOR STRUCTURES LOCATE MONUMENTS. STRUCTURE EXCAVATION LIMITS ** A TABULATION OF SURVEY MONUMENTS MAY BE PROVIDED ON THE PLANS. CULVERTS CULVERTS WITH HEADWALLS AND WINGWALLS CONCRETE BOX CULVERTS WITH HEADWALLS AND WINGWALLS PIPES SANITARY SEWER STORM SEWER WATER IRRIGATION MISCELLANEOUS MAJOR STRUCTURES STRUCTURE EXCAVATION LIMITS PILING LOCATIONS AND CUTOFF ELEVATIONS CAISSON LOCATIONS AND ELEVATIONS FOOTING LOCATIONS, ALIGNMENT AND ELEVATIONS ABUTMENT/PIER LOCATIONS, ALIGNMENT AND ELEVATIONS ID SIGNS OTHER:

GENERAL NOTES:

* FURNISH FIELD BOOKS TO THE ENGINEER * FURNISH AS STAKED EARTHWORK QUANTITY TO THE ENGINEER PRIOR TO THE COMPLETION OF TWENTY PERCENT (20%) OF THE PLANNED EARTHWORK. * FURNISH TO THE ENGINEER A PRINTED COPY OF AS STAKED EARTHWORK DATA AND A COMPUTER DISK IN THE SPECIFIED FORMAT. * FURNISH AS BUILTS AS SPECIFIED IN SECTION 01720.

JAM SMPM

3/01/05 3/01/05

CGG SAS

3/30/05 3/30/05 0

NTS

STANDARD DRAWING REGIONAL TRANSPORTATION DISTRICT

GENERAL SURVEY TABULATION

SHEET REFERENCE NUMBER:

SD-G110

SHEET 13 OF 13

NO.

REVISIONS

BY

DATE

Information

15 pages

Report File (DMCA)

Our content is added by our users. We aim to remove reported files within 1 working day. Please use this link to notify us:

Report this file as copyright or inappropriate

59782


You might also be interested in

BETA