STATE OF ARIZONA NAVAJO DIVISION OF TRANSPORTATION KAIBITO - N21 COCONINO COUNTY, ARIZONA SHEET INDEX CONTACT INFORMATION 1 24 AGENCY MAP LOCATION MAP KAIBITO NDOT CONTRACT NO K152044 PROJECT LOCATION PHASE I
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STATE OF ARIZONANAVAJO DIVISION OF TRANSPORTATION
KAIBITO - N21COCONINO COUNTY, ARIZONA
SHEET INDEX
CONTACT INFORMATION
1 24
AGENCY MAP LOCATION MAP
KAIBITONDOT CONTRACT NO K152044
PROJECTLOCATION
PHASE I
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SHEET 1 2 3 4 5 6-18
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OWNER: NAVAJO DIVISION OF TRANSPORTATION PO BOX 4620 WINDOW ROCK, AZ P: (505) 371-8300 F: (505) 371-8399 www.navajodot.org
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SHEET NO
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TOTAL SHEETS
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DIBBLE PROJECT NO 101411.14
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DESCRIPTION COVER SHEET STANDARD ABBREVIATIONS & LEGEND GENERAL NOTES SURVEY CONTROL TYPICAL SECTIONS & DETAILS PLAN & PROFILE
ENGINEER: DIBBLE ENGINEERING 7878 N 16TH STREET SUITE 300 PHOENIX, AZ 85020 P: (602) 957-1155 F: (602) 957-2838 www.dibblecorp.com
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NTS
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NTS
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-G1.DWG Mar. 29, 2018 11:03 AM Mar. 29, 2018 11:03 AM Mar. 29, 2018 11:03 AM
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= RDWY SHT NO
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WESTERN AGENCY
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SHIPROCK AGENCY
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EASTERN AGENCY
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FT DEFIANCE AGENCY
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CHINLE AGENCY
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HOPI RESERVATION
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N21
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KAIBITO
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TO PAGE
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TO HWY 89
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C O L O R A D O
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U T A H
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N E W M E X I C O
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A R I Z O N A
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TO TONALEA
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N21
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N20
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24154 TIMOTHY M. WOLFE
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/
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/
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03
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28
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2018
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TO SR 98
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-
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-
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23.2 Mile
STANDARD ABBREVIATIONS & LEGENDEXISTING NEW
EXISTING NEW
KAIBITO
NAVAJO DIVISION OFTRANSPORTATION
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1150
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BACKFLOW PREVENTER CACTUS DRYWELL FIRE HYDRANT FIRE DEPT CONNECTION FLAG POLE GATE GRATE GUY WIRE HEADWALL MAILBOX MANHOLE (TYPE NOTED) METER (TYPE NOTED) PEDESTAL (TYPE NOTED) PULLBOX (TYPE NOTED) RIPRAP ROCK SHRUB SIGN STREET LIGHT TREE UTILITY POLE VALVE (TYPE NOTED) BUILDING SETBACK DISTRICT BOUNDARY OR CITY LIMITS EASEMENT FOREST BOUNDARY LINE MID-SECTION PROPERTY LINE RIGHT-OF-WAY SECTION CHANNEL CURB & GUTTER EDGE OF PAVEMENT FENCE WOOD FENCE WIRE FENCE CHAINLINK FLOWLINE GUARDRAIL MASONRY WALL/RETAINING WALL MAJOR CONTOUR MINOR CONTOUR RAILROAD SINGLE CURB SIDEWALK CABLE TV COMMUNICATION ELECTRIC (UNDERGROUND) ELECTRIC (OVERHEAD) FIBER OPTIC FIRE LINE GAS IRRIGATION LINE 18" OR SMALLER IRRIGATION LINE 21" OR LARGER RECLAIMED WATER 18" OR SMALLER RECLAIMED WATER 21" OR LARGER TELEPHONE SEWER LINE 18" OR SMALLER SEWER LINE 21" OR LARGER STORM DRAIN 18" 0R SMALLER STORM DRAIN 21" OR LARGER WATER LINE 18" OR SMALLER WATER LINE 21" OR LARGER
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BENCHMARK BRASS CAP FLUSH BRASS CAP IN HANDHOLE
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AASHTO ABAND ABC AC AC ACFC ACI ACP ACSC ADA ADOT AHD AISC APS ASLD ASTM AVE B/C BC BCF BCHH BCR BK BKFL BLDG BLVD BM BOT C C C&G CAP CATV CB CIP CIP CIPP CK CLR CMP CO COMM CONC CONST COR CORR CSP CTB D/W DB DES DET DG DIP DR DRN DRNG DWG E E/R E/P EA EB ECR EGL EL ELEC ESMT EVAC EXST F F/C FCDMC FF FG FH FHWA FL FL FL FND FO FT G G GAF GB GM GND GV H HDPE HDWL HGL HP HW HWY ID INV IRR IV L LF LS LT MAG MAX MB MCDOT MCESD ME MH MI MIN MJ MOD N NC NE NO NPDES NPI NSF NTS NW OC OD OHE OHT P P PB PC PCC PCCP PE PED PGL PH# PI PIP PLSS POC POT PP PRC PROP PSI PT PT PUE PVC PVI PVMT PVRC PVT R R R/W RCBC RCP RD RDWY RELOC RGRCP RR RT S S S/W SD SE SEC SF SG SHLDR SHT SPEC SRP SS SSD ST STA STD STL SW SWG SY T T T/W TBM TC TCE TEL TEMP TN TOE TOP TRAN TS TYP UNK UPRR V VC VCP VG VNAE W W W/ W/O WM WSE WV XFMR
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AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDONED AGGREGATE BASE COURSE ACRES ASPHALT CONCRETE ASPHALT CONCRETE FRICTION COURSE AMERICAN CONCRETE INSTITUTE ASBESTOS CEMENT PIPE ASPHALT CONCRETE SURFACE COURSE AMERICANS WITH DISABILITIES ACT ARIZONA DEPARTMENT OF TRANSPORTATION AHEAD AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARIZONA PUBLIC SERVICE ARIZONA STATE LAND DEPARTMENT AMERICAN SOCIETY FOR TESTING MATERIALS AVENUE BACK OF CURB BRASS CAP BRASS CAP FLUSH BRASS CAP IN HANDHOLE BEGIN CURB RETURN BACK BACKFILL BUILDING BOULEVARD BENCHMARK BOTTOM CONCRETE ELEVATION CONDUIT CURB AND GUTTER CORRUGATED ALUMINUM PIPE CABLE TELEVISION CATCH BASIN CAST IRON PIPE CAST IN PLACE CURED IN PLACE PIPE CHECKED CENTERLINE CLEAR CORRUGATED METAL PIPE CLEAN OUT COMMUNICATION CONCRETE CONSTRUCTION CORNER CORRECTION CORRUGATED STEEL PIPE CEMENT TREATED BASE DRIVEWAY DUCT BANK DESIGN DETAIL DECOMPOSED GRANITE DUCTILE IRON PIPE DRIVE DRAWN DRAINAGE DRAWING EAST, EASTING EDGE OF ROAD EDGE OF PAVEMENT EACH ELECTRIC PULLBOX END CURB RETURN ENERGY GRADE LINE ELEVATION ELECTRIC EASEMENT EAST VALLEY ASPHALT COMMITTEE EXISTING FAX NUMBER FACE OF CURB FLOOD CONTROL DISTRICT OF MARICOPA COUNTY FINISH FLOOR ELEVATION FINISH GRADE ELEVATION FIRE HYDRANT FEDERAL HIGHWAY ADMINISTRATION FIRE LINE FLOWLINE FLANGE FOUND FIBER OPTIC FOOT OR FEET GUTTER ELEVATION GAS GRID ADJUSTMENT FACTOR GRADE BREAK GAS METER GROUND GAS VALVE HORIZONTAL HIGH DENSITY POLYETHYLENE HEADWALL HYDRAULIC GRADE LINE HIGH PRESSURE HIGH WATER HIGHWAY INSIDE DIAMETER INVERT IRRIGATION IRRIGATION VALVE LENGTH OF CURVE LINEAR FEET LUMP SUM LEFT MARICOPA ASSOCIATION OF GOVERNMENTS MAXIMUM MAILBOX MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION MARICOPA COUNTY ENVIRONMENTAL SERVICES DEPARTMENT MATCH EXISTING MANHOLE MILES MINIMUM MECHANICAL JOINT MONUMENT LINE MODIFIED NORTH, NORTHING NORMAL CROWN NORTHEAST NUMBER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NON-PAY ITEM NATIONAL SANITATION FOUNDATION NOT TO SCALE NORTHWEST ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD TELEPHONE PAVEMENT ELEVATION PHONE NUMBER PULLBOX POINT OF CURVATURE POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POLYETHYLENE PIPE TELEPHONE PEDESTAL PROFILE GRADE LINE POTHOLE NUMBER POINT OF INTERSECTION PROTECT IN PLACE PROPERTY LINE PUBLIC LAND SURVEY SYSTEM POINT ON CURVE POINT ON TANGENT POWER POLE POINT OF REVERSE CURVATURE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENCY POINT PUBLIC UTILITY EASEMENT POLY VINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL REVERSE CURVATURE POINT OF VERTICAL TANGENCY RADIUS RANGE RIGHT-OF-WAY REINFORCED CONCRETE BOX CULVERT REINFORCED CONCRETE PIPE ROAD ROADWAY RELOCATE RUBBER GASKET REINFORCED CONCRETE PIPE RAILROAD RIGHT SLOPE SOUTH SIDEWALK STORM DRAIN SOUTHEAST SECTION SQUARE FOOT SUBGRADE ELEVATION SHOULDER SHEET SPECIFICATIONS SALT RIVER PROJECT SANITARY SEWER STOPPING SIGHT DISTANCE STREET STATION STANDARD STEEL SOUTHWEST SOUTHWEST GAS COMPANY SQUARE YARD TOWNSHIP TANGENT LENGTH TOP OF WALL TEMPORARY BENCHMARK TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELEPHONE TEMPORARY TOP OF NUT TOE OF EMBANKMENT TOP TRANSITE PIPE TRAFFIC SIGNAL TYPICAL UNKNOWN UNION PACIFIC RAILROAD VERTICAL VERTICAL CURVE VITRIFIED CLAY PIPE VALLEY GUTTER VEHICULAR NON ACCESS EASEMENT WEST WATER WITH WITHOUT WATER METER WATER SURFACE ELEVATION WATER VALVE TRANSFORMER
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AASHTO ABAND ABC AC AC ACFC ACI ACP ACSC ADA ADOT AHD AISC APS ASLD ASTM AVE B/C BC BCF BCHH BCR BK BKFL BLDG BLVD BM BOT C C C&G CAP CATV CB CIP CIP CIPP CK CLR CMP CO COMM CONC CONST COR CORR CSP CTB D/W DB DES DET DG DIP DR DRN DRNG DWG E E/R E/P EA EB ECR EGL EL ELEC ESMT EVAC EXST F F/C FCDMC FF FG FH FHWA FL FL FL FND FO FT G G GAF GB GM GND GV H HDPE HDWL HGL HP HW HWY ID INV IRR IV L LF LS LT MAG MAX MB MCDOT MCESD ME MH MI MIN MJ MOD N NC NE NO NPDES NPI NSF NTS NW OC OD OHE OHT P P PB PC PCC PCCP PE PED PGL PH# PI PIP PLSS POC POT PP PRC PROP PSI PT PT PUE PVC PVI PVMT PVRC PVT R R R/W RCBC RCP RD RDWY RELOC RGRCP RR RT S S S/W SD SE SEC SF SG SHLDR SHT SPEC SRP SS SSD ST STA STD STL SW SWG SY T T T/W TBM TC TCE TEL TEMP TN TOE TOP TRAN TS TYP UNK UPRR V VC VCP VG VNAE W W W/ W/O WM WSE WV XFMR
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AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDONED AGGREGATE BASE COURSE ACRES ASPHALT CONCRETE ASPHALT CONCRETE FRICTION COURSE AMERICAN CONCRETE INSTITUTE ASBESTOS CEMENT PIPE ASPHALT CONCRETE SURFACE COURSE AMERICANS WITH DISABILITIES ACT ARIZONA DEPARTMENT OF TRANSPORTATION AHEAD AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARIZONA PUBLIC SERVICE ARIZONA STATE LAND DEPARTMENT AMERICAN SOCIETY FOR TESTING MATERIALS AVENUE BACK OF CURB BRASS CAP BRASS CAP FLUSH BRASS CAP IN HANDHOLE BEGIN CURB RETURN BACK BACKFILL BUILDING BOULEVARD BENCHMARK BOTTOM CONCRETE ELEVATION CONDUIT CURB AND GUTTER CORRUGATED ALUMINUM PIPE CABLE TELEVISION CATCH BASIN CAST IRON PIPE CAST IN PLACE CURED IN PLACE PIPE CHECKED CENTERLINE CLEAR CORRUGATED METAL PIPE CLEAN OUT COMMUNICATION CONCRETE CONSTRUCTION CORNER CORRECTION CORRUGATED STEEL PIPE CEMENT TREATED BASE DRIVEWAY DUCT BANK DESIGN DETAIL DECOMPOSED GRANITE DUCTILE IRON PIPE DRIVE DRAWN DRAINAGE DRAWING EAST, EASTING EDGE OF ROAD EDGE OF PAVEMENT EACH ELECTRIC PULLBOX END CURB RETURN ENERGY GRADE LINE ELEVATION ELECTRIC EASEMENT EAST VALLEY ASPHALT COMMITTEE EXISTING FAX NUMBER FACE OF CURB FLOOD CONTROL DISTRICT OF MARICOPA COUNTY FINISH FLOOR ELEVATION FINISH GRADE ELEVATION FIRE HYDRANT FEDERAL HIGHWAY ADMINISTRATION FIRE LINE FLOWLINE FLANGE FOUND FIBER OPTIC FOOT OR FEET GUTTER ELEVATION GAS GRID ADJUSTMENT FACTOR GRADE BREAK GAS METER GROUND GAS VALVE HORIZONTAL HIGH DENSITY POLYETHYLENE HEADWALL HYDRAULIC GRADE LINE HIGH PRESSURE HIGH WATER HIGHWAY INSIDE DIAMETER INVERT IRRIGATION IRRIGATION VALVE LENGTH OF CURVE LINEAR FEET LUMP SUM LEFT MARICOPA ASSOCIATION OF GOVERNMENTS MAXIMUM MAILBOX MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION MARICOPA COUNTY ENVIRONMENTAL SERVICES DEPARTMENT MATCH EXISTING MANHOLE MILES MINIMUM MECHANICAL JOINT MONUMENT LINE MODIFIED NORTH, NORTHING NORMAL CROWN NORTHEAST NUMBER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NON-PAY ITEM NATIONAL SANITATION FOUNDATION NOT TO SCALE NORTHWEST ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD TELEPHONE PAVEMENT ELEVATION PHONE NUMBER PULLBOX POINT OF CURVATURE POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POLYETHYLENE PIPE TELEPHONE PEDESTAL PROFILE GRADE LINE POTHOLE NUMBER POINT OF INTERSECTION PROTECT IN PLACE PROPERTY LINE PUBLIC LAND SURVEY SYSTEM POINT ON CURVE POINT ON TANGENT POWER POLE POINT OF REVERSE CURVATURE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENCY POINT PUBLIC UTILITY EASEMENT POLY VINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL REVERSE CURVATURE POINT OF VERTICAL TANGENCY RADIUS RANGE RIGHT-OF-WAY REINFORCED CONCRETE BOX CULVERT REINFORCED CONCRETE PIPE ROAD ROADWAY RELOCATE RUBBER GASKET REINFORCED CONCRETE PIPE RAILROAD RIGHT SLOPE SOUTH SIDEWALK STORM DRAIN SOUTHEAST SECTION SQUARE FOOT SUBGRADE ELEVATION SHOULDER SHEET SPECIFICATIONS SALT RIVER PROJECT SANITARY SEWER STOPPING SIGHT DISTANCE STREET STATION STANDARD STEEL SOUTHWEST SOUTHWEST GAS COMPANY SQUARE YARD TOWNSHIP TANGENT LENGTH TOP OF WALL TEMPORARY BENCHMARK TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELEPHONE TEMPORARY TOP OF NUT TOE OF EMBANKMENT TOP TRANSITE PIPE TRAFFIC SIGNAL TYPICAL UNKNOWN UNION PACIFIC RAILROAD VERTICAL VERTICAL CURVE VITRIFIED CLAY PIPE VALLEY GUTTER VEHICULAR NON ACCESS EASEMENT WEST WATER WITH WITHOUT WATER METER WATER SURFACE ELEVATION WATER VALVE TRANSFORMER
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AASHTO ABAND ABC AC AC ACFC ACI ACP ACSC ADA ADOT AHD AISC APS ASLD ASTM AVE B/C BC BCF BCHH BCR BK BKFL BLDG BLVD BM BOT C C C&G CAP CATV CB CIP CIP CIPP CK CLR CMP CO COMM CONC CONST COR CORR CSP CTB D/W DB DES DET DG DIP DR DRN DRNG DWG E E/R E/P EA EB ECR EGL EL ELEC ESMT EVAC EXST F F/C FCDMC FF FG FH FHWA FL FL FL FND FO FT G G GAF GB GM GND GV H HDPE HDWL HGL HP HW HWY ID INV IRR IV L LF LS LT MAG MAX MB MCDOT MCESD ME MH MI MIN MJ MOD N NC NE NO NPDES NPI NSF NTS NW OC OD OHE OHT P P PB PC PCC PCCP PE PED PGL PH# PI PIP PLSS POC POT PP PRC PROP PSI PT PT PUE PVC PVI PVMT PVRC PVT R R R/W RCBC RCP RD RDWY RELOC RGRCP RR RT S S S/W SD SE SEC SF SG SHLDR SHT SPEC SRP SS SSD ST STA STD STL SW SWG SY T T T/W TBM TC TCE TEL TEMP TN TOE TOP TRAN TS TYP UNK UPRR V VC VCP VG VNAE W W W/ W/O WM WSE WV XFMR
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AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABANDONED AGGREGATE BASE COURSE ACRES ASPHALT CONCRETE ASPHALT CONCRETE FRICTION COURSE AMERICAN CONCRETE INSTITUTE ASBESTOS CEMENT PIPE ASPHALT CONCRETE SURFACE COURSE AMERICANS WITH DISABILITIES ACT ARIZONA DEPARTMENT OF TRANSPORTATION AHEAD AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARIZONA PUBLIC SERVICE ARIZONA STATE LAND DEPARTMENT AMERICAN SOCIETY FOR TESTING MATERIALS AVENUE BACK OF CURB BRASS CAP BRASS CAP FLUSH BRASS CAP IN HANDHOLE BEGIN CURB RETURN BACK BACKFILL BUILDING BOULEVARD BENCHMARK BOTTOM CONCRETE ELEVATION CONDUIT CURB AND GUTTER CORRUGATED ALUMINUM PIPE CABLE TELEVISION CATCH BASIN CAST IRON PIPE CAST IN PLACE CURED IN PLACE PIPE CHECKED CENTERLINE CLEAR CORRUGATED METAL PIPE CLEAN OUT COMMUNICATION CONCRETE CONSTRUCTION CORNER CORRECTION CORRUGATED STEEL PIPE CEMENT TREATED BASE DRIVEWAY DUCT BANK DESIGN DETAIL DECOMPOSED GRANITE DUCTILE IRON PIPE DRIVE DRAWN DRAINAGE DRAWING EAST, EASTING EDGE OF ROAD EDGE OF PAVEMENT EACH ELECTRIC PULLBOX END CURB RETURN ENERGY GRADE LINE ELEVATION ELECTRIC EASEMENT EAST VALLEY ASPHALT COMMITTEE EXISTING FAX NUMBER FACE OF CURB FLOOD CONTROL DISTRICT OF MARICOPA COUNTY FINISH FLOOR ELEVATION FINISH GRADE ELEVATION FIRE HYDRANT FEDERAL HIGHWAY ADMINISTRATION FIRE LINE FLOWLINE FLANGE FOUND FIBER OPTIC FOOT OR FEET GUTTER ELEVATION GAS GRID ADJUSTMENT FACTOR GRADE BREAK GAS METER GROUND GAS VALVE HORIZONTAL HIGH DENSITY POLYETHYLENE HEADWALL HYDRAULIC GRADE LINE HIGH PRESSURE HIGH WATER HIGHWAY INSIDE DIAMETER INVERT IRRIGATION IRRIGATION VALVE LENGTH OF CURVE LINEAR FEET LUMP SUM LEFT MARICOPA ASSOCIATION OF GOVERNMENTS MAXIMUM MAILBOX MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION MARICOPA COUNTY ENVIRONMENTAL SERVICES DEPARTMENT MATCH EXISTING MANHOLE MILES MINIMUM MECHANICAL JOINT MONUMENT LINE MODIFIED NORTH, NORTHING NORMAL CROWN NORTHEAST NUMBER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NON-PAY ITEM NATIONAL SANITATION FOUNDATION NOT TO SCALE NORTHWEST ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD TELEPHONE PAVEMENT ELEVATION PHONE NUMBER PULLBOX POINT OF CURVATURE POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POLYETHYLENE PIPE TELEPHONE PEDESTAL PROFILE GRADE LINE POTHOLE NUMBER POINT OF INTERSECTION PROTECT IN PLACE PROPERTY LINE PUBLIC LAND SURVEY SYSTEM POINT ON CURVE POINT ON TANGENT POWER POLE POINT OF REVERSE CURVATURE PROPOSED POUNDS PER SQUARE INCH POINT OF TANGENCY POINT PUBLIC UTILITY EASEMENT POLY VINYL CHLORIDE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL REVERSE CURVATURE POINT OF VERTICAL TANGENCY RADIUS RANGE RIGHT-OF-WAY REINFORCED CONCRETE BOX CULVERT REINFORCED CONCRETE PIPE ROAD ROADWAY RELOCATE RUBBER GASKET REINFORCED CONCRETE PIPE RAILROAD RIGHT SLOPE SOUTH SIDEWALK STORM DRAIN SOUTHEAST SECTION SQUARE FOOT SUBGRADE ELEVATION SHOULDER SHEET SPECIFICATIONS SALT RIVER PROJECT SANITARY SEWER STOPPING SIGHT DISTANCE STREET STATION STANDARD STEEL SOUTHWEST SOUTHWEST GAS COMPANY SQUARE YARD TOWNSHIP TANGENT LENGTH TOP OF WALL TEMPORARY BENCHMARK TOP OF CURB TEMPORARY CONSTRUCTION EASEMENT TELEPHONE TEMPORARY TOP OF NUT TOE OF EMBANKMENT TOP TRANSITE PIPE TRAFFIC SIGNAL TYPICAL UNKNOWN UNION PACIFIC RAILROAD VERTICAL VERTICAL CURVE VITRIFIED CLAY PIPE VALLEY GUTTER VEHICULAR NON ACCESS EASEMENT WEST WATER WITH WITHOUT WATER METER WATER SURFACE ELEVATION WATER VALVE TRANSFORMER
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BACKFLOW PREVENTER BORING LOCATION CACTUS DRYWELL FIRE HYDRANT FIRE DEPT CONNECTION FLAG POLE GATE HEADWALL MAILBOX MANHOLE METER PIPE PLUG POTHOLE LOCATION PULLBOX RIPRAP ROCK SHRUB SIGN STREET LIGHT TREE UTILITY POLE VALVE BUILDING SETBACK CENTERLINE EASEMENT LIMITS OF CONSTRUCTION RIGHT-OF-WAY BASE FLOOD ELEVATION CHANNEL CURB & GUTTER DAYLIGHT LINE, CUT DAYLIGHT LINE, FILL EDGE OF PAVEMENT FENCE WOOD FENCE WIRE FENCE CHAINLINK FLOWLINE GUARDRAIL MASONRY WALL/RETAINING WALL MAJOR CONTOUR MINOR CONTOUR SIDEWALK SINGLE CURB STORM DRAIN UTILITY LINE
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PH#X
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BH#X
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C
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F
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1150
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BENCHMARK BRASS CAP FLUSH BRASS CAP IN HANDHOLE
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BACKFLOW PREVENTER CACTUS DRYWELL FIRE HYDRANT FIRE DEPT CONNECTION FLAG POLE GATE GRATE GUY WIRE HEADWALL MAILBOX MANHOLE (TYPE NOTED) METER (TYPE NOTED) PEDESTAL (TYPE NOTED) PULLBOX (TYPE NOTED) RIPRAP ROCK SHRUB SIGN STREET LIGHT TREE UTILITY POLE VALVE (TYPE NOTED) BUILDING SETBACK DISTRICT BOUNDARY OR CITY LIMITS EASEMENT FOREST BOUNDARY LINE MID-SECTION PROPERTY LINE RIGHT-OF-WAY SECTION CHANNEL CURB & GUTTER EDGE OF PAVEMENT FENCE WOOD FENCE WIRE FENCE CHAINLINK FLOWLINE GUARDRAIL MASONRY WALL/RETAINING WALL MAJOR CONTOUR MINOR CONTOUR RAILROAD SINGLE CURB SIDEWALK CABLE TV COMMUNICATION ELECTRIC (UNDERGROUND) ELECTRIC (OVERHEAD) FIBER OPTIC FIRE LINE GAS IRRIGATION LINE 18" OR SMALLER IRRIGATION LINE 21" OR LARGER RECLAIMED WATER 18" OR SMALLER RECLAIMED WATER 21" OR LARGER TELEPHONE SEWER LINE 18" OR SMALLER SEWER LINE 21" OR LARGER STORM DRAIN 18" 0R SMALLER STORM DRAIN 21" OR LARGER WATER LINE 18" OR SMALLER WATER LINE 21" OR LARGER
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24" S
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24" SD
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12" SD
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24" IRR
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12" IRR
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24" W
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12" W
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24" RW
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12" RW
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T
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2" G
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CATV
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COMM
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FO
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E
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OHE
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FL
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12" S
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BACKFLOW PREVENTER BORING LOCATION CACTUS DRYWELL FIRE HYDRANT FIRE DEPT CONNECTION FLAG POLE GATE HEADWALL MAILBOX MANHOLE METER PIPE PLUG POTHOLE LOCATION PULLBOX RIPRAP ROCK SHRUB SIGN STREET LIGHT TREE UTILITY POLE VALVE BUILDING SETBACK CENTERLINE EASEMENT LIMITS OF CONSTRUCTION RIGHT-OF-WAY BASE FLOOD ELEVATION CHANNEL CURB & GUTTER DAYLIGHT LINE, CUT DAYLIGHT LINE, FILL EDGE OF PAVEMENT FENCE WOOD FENCE WIRE FENCE CHAINLINK FLOWLINE GUARDRAIL MASONRY WALL/RETAINING WALL MAJOR CONTOUR MINOR CONTOUR SIDEWALK SINGLE CURB STORM DRAIN UTILITY LINE
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STANDARD ABBREVIATIONS & LEGENDS
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2
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18
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DB
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PD
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TMW
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3/18
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3/18
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3/18
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N/A N/A
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AS BUILT DATE
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-G2.DWG Mar. 29, 2018 11:11 AM Mar. 29, 2018 11:11 AM Mar. 29, 2018 11:11 AM
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SHEET
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DRAWING
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HORIZONTAL VERTICAL
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G2
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KAIBITO
NAVAJO DIVISION OFTRANSPORTATION
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-G3.DWG Mar. 29, 2018 11:12 AM Mar. 29, 2018 11:12 AM Mar. 29, 2018 11:12 AM
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GENERAL NOTES 1. CENTRAL FEDERAL LANDS (CFL) HIGHWAY DIVISION DETAIL DRAWINGS, CURRENT EDITION, SHALL BE CENTRAL FEDERAL LANDS (CFL) HIGHWAY DIVISION DETAIL DRAWINGS, CURRENT EDITION, SHALL BE USED AS REQUIRED AND STATED IN THE PLANS. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS & BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 US CUSTOMARY UNITS) SHALL PREVAIL W/MODIFICATION IN THE SPECIAL CONTRACT REQUIREMENTS. 2. EXISTING UTILITIES DEPICTED ON THE PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION & ARE EXISTING UTILITIES DEPICTED ON THE PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION & ARE DERIVED FROM THE BEST INFORMATION AVAILABLE. THERE MAY BE UNKNOWN UTILITIES LOCATED W/IN THE PROJECT CORRIDOR WHERE NO INFORMATION EXISTS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL EXISTING UTILITIES BY WHATEVER MEANS DEEMED NECESSARY IN ORDER TO COMPLETE THE WORK & AVOID ALL DAMAGE TO THE EXISTING UTILITIES. UTILITY OWNERS SHALL BE CONTACTED & ALL UTILITY LINES SHALL BE MARKED/STAKED PRIOR TO COMMENCEMENT OF CONSTRUCTION. WHERE DUE TO CONTRACTOR NEGLIGENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES & THE REPAIR/RESTORATION THEREOF AT NO ADDITIONAL COST TO NDOT. 3. NTUA NATURAL GAS DEPARTMENT SHALL BE CONTACTED AT (928)729-6275 REGARDING SCHEDULING, NTUA NATURAL GAS DEPARTMENT SHALL BE CONTACTED AT (928)729-6275 REGARDING SCHEDULING, ENGINEERING, CONSTRUCTION, & PROJECT MANAGEMENT A MINIMUM OF 72 HOURS BEFORE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL POTHOLE THE EXISTING GAS LINE PRIOR TO COMMENCEMENT OF ANY WORK AROUND THE NTUA NATURAL GAS FACILITIES. CONTRACTOR SHALL LOCATE NTUA NATURAL GAS FACILITY, CALL 811 & NTUA DISTRICT OFFICE A MINIMUM OF 72 HOURS BEFORE DIGGING. DIGGING IN VICINITY OF NTUA NATURAL GAS FACILITIES SHALL BE MONITORED BY NTUA. 4. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PAVEMENT & SHALL REPAIR OR THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING PAVEMENT & SHALL REPAIR OR REPLACE ANY DAMAGED PAVEMENT TO EQUAL OR BETTER CONDITION AT NO ADDITIONAL COST TO NDOT. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEY & STAKING. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEY & STAKING. 6. ALL QUANTITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY QUANTITIES.ALL QUANTITIES ARE APPROXIMATE. CONTRACTOR SHALL VERIFY QUANTITIES.
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NAVAJO DIVISION OFTRANSPORTATION
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-G4.DWG Mar. 29, 2018 11:12 AM Mar. 29, 2018 11:12 AM Mar. 29, 2018 11:12 AM
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NOTES 1. COORDINATES WERE VERIFIED IN THE FIELD USING REAL TIME KINEMATIC COORDINATES WERE VERIFIED IN THE FIELD USING REAL TIME KINEMATIC GPS OBSERVATIONS USING NOAA OPUS PROCESSED BASELINE SOLUTIONS ON A SET CONTROL POINT. 2. SURVEYED DURING THE MONTH OF FEBRUARY 2017. SURVEYED DURING THE MONTH OF FEBRUARY 2017. 3. CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL CONTROLS IN THE CONTRACTOR SHALL VERIFY HORIZONTAL & VERTICAL CONTROLS IN THE FIELD PRIOR TO CONSTRUCTION. 4. PROJECT META DATA PROJECT META DATA UNITS: COORDINATES, DISTANCES & ELEVATIONS ARE SHOWN IN INTERNATIONAL FEET. HORIZONTAL DATUM: NNCS=NAVAJO NATION COORDINATE SYSTEM (ORIGINATED FROM NAD '83) PROJECTION DATA: LATITUDE OF GRID ORIGIN & STANDARD PARALLEL: 36° 00' 00" N LONGITUDE OF CENTRAL MERIDIAN: 109° 30' 00" W FALSE NORTHING (AT GRID ORIGIN): 984251.969 IFT FALSE EASTING (ON CENTRAL MERIDIAN): 1968503.997 IFT SCALE FACTOR ON STANDARD PARALLEL: 1.00023 (EXACT) VERTICAL DATUM: NAVD '88 PROJECT BENCHMARK: POINT NUMBER = 1000 NORTHING = 117831.79 EASTING = 1478132.34 ELEVATION = 6071.11 SET REBAR WITH GPS STATIC SESSION, ALONG WITH PROCESSED "OPUS" SOLUTION ON NAVD '88. THEN TRANSLATED TO "NNCS". SECONDARY BENCHMARK: POINT NUMBER = 1003 NORTHING = 1154374.40 EASTING = 1442373.22 ELEVATION = 5752.52 SET REBAR FLUSH WITH GROUND. 5. THE COORDINATES PRESENTED ARE SHOWN TO THREE DECIMAL PLACES FOR THE COORDINATES PRESENTED ARE SHOWN TO THREE DECIMAL PLACES FOR CALCULATION PURPOSES & ARE NOT REPRESENTATIVE OF THE PRECISION OF THE SURVEY MEASUREMENTS 6. THIS IS NOT A PROPERTY BOUNDARY SURVEY.THIS IS NOT A PROPERTY BOUNDARY SURVEY.
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PT 1001 SET REBAR LOCATED APPROX. 55' NW OF N21 CENTERLINE N: 1184342.69 E: 1488530.08 ELEV: 6104.43
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PT 1000 SET REBAR LOCATED APPROX. 135' SE OF N21 CENTERLINE N: 117831.79 E: 1478132.34 ELEV: 6071.11
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PT 1003 SET REBAR LOCATED APPROX. 40' NW OF N21 CENTERLINE N: 1154374.40 E: 1442373.22 ELEV: 5752.52
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-G5.DWG Mar. 29, 2018 11:14 AM Mar. 29, 2018 11:14 AM Mar. 29, 2018 11:14 AM
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TYPICAL SECTION - PHASE I STA 200+00 TO STA 211+50 STA 300+00 TO STA 347+00
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EXST E/R
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CONST
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BEGIN PROFILE CROSSING 2 STA 200+00 N=1136993.47 E=1412067.55
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NEW E/R
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NEW E/R
AutoCAD SHX Text
NEW BOTTOM OF CHANNEL
AutoCAD SHX Text
NEW BOTTOM OF CHANNEL
AutoCAD SHX Text
1
AutoCAD SHX Text
EXCAVATE ROADWAY SHOULDERS
AutoCAD SHX Text
1
AutoCAD SHX Text
SUBGRADE PREPARATION
AutoCAD SHX Text
APPLY SURFACE STABILIZER DWG G5
AutoCAD SHX Text
2
AutoCAD SHX Text
NPI
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5667 SY
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1333 SY
KAIBITO
NAVAJO DIVISION OFTRANSPORTATION
N21
REMOVAL NOTES
CONSTRUCTION NOTES
CROSSING 2
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NEW GRADE @ CONST
AutoCAD SHX Text
EXST GRADE @ CONST
AutoCAD SHX Text
AS BUILT DATE
AutoCAD SHX Text
DIBBLE PROJECT NO 101411.14
AutoCAD SHX Text
J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP3.DWG Mar. 29, 2018 11:16 AM Mar. 29, 2018 11:16 AM Mar. 29, 2018 11:16 AM
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03
AutoCAD SHX Text
28
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2018
AutoCAD SHX Text
MATCH LINE STA 210+00 SEE DRAWING PP4
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MATCH LINE STA 205+00 SEE DRAWING PP2
AutoCAD SHX Text
5466
AutoCAD SHX Text
5468
AutoCAD SHX Text
5470
AutoCAD SHX Text
5472
AutoCAD SHX Text
5474
AutoCAD SHX Text
206+00+00
AutoCAD SHX Text
205+00+00
AutoCAD SHX Text
PLAN & PROFILE STA 205+00 TO STA 210+00205+00 TO STA 210+00+00 TO STA 210+00210+00+00
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
DB
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PD
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TMW
AutoCAD SHX Text
3/18
AutoCAD SHX Text
3/18
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3/18
AutoCAD SHX Text
207+00+00
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208+00+00
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209+00+00
AutoCAD SHX Text
210+00+00
AutoCAD SHX Text
1"=20' 1"= 2'
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5476
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5478
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5480
AutoCAD SHX Text
5482
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5484
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5466
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5468
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5470
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5472
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5474
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5476
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5478
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5480
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5482
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5484
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10'
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40'
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EXST E/R
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EXST E/R
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CONST
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NEW E/R
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NEW E/R
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NEW BOTTOM OF CHANNEL
AutoCAD SHX Text
NEW BOTTOM OF CHANNEL
AutoCAD SHX Text
1
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EXCAVATE ROADWAY SHOULDERS
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1
AutoCAD SHX Text
SUBGRADE PREPARATION
AutoCAD SHX Text
APPLY SURFACE STABILIZER DWG G5
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2
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NPI CY
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5667 SY
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1333 SY
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-0.1326%
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NEW GRADE @ CONST
AutoCAD SHX Text
EXST GRADE @ CONST
AutoCAD SHX Text
AS BUILT DATE
AutoCAD SHX Text
DIBBLE PROJECT NO 101411.14
AutoCAD SHX Text
J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP4.DWG Mar. 29, 2018 11:18 AM Mar. 29, 2018 11:18 AM Mar. 29, 2018 11:18 AM
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28
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2018
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MATCH LINE STA 210+00 SEE DRAWING PP3
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5466
AutoCAD SHX Text
5468
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5470
AutoCAD SHX Text
5472
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5474
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211+00+00
AutoCAD SHX Text
210+00+00
AutoCAD SHX Text
PLAN & PROFILE STA 210+00 TO STA 211+50210+00 TO STA 211+50+00 TO STA 211+50211+50+50
AutoCAD SHX Text
8
AutoCAD SHX Text
18
AutoCAD SHX Text
DB
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PD
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TMW
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3/18
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3/18
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3/18
AutoCAD SHX Text
212+00+00
AutoCAD SHX Text
213+00+00
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214+00+00
AutoCAD SHX Text
215+00+00
AutoCAD SHX Text
1"=20' 1"= 2'
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5476
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5478
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5480
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5484
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5470
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5474
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5480
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5482
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5484
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0'
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40'
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EXST E/R
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EXST E/R
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CONST
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NEW E/R
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NEW E/R
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NEW BOTTOM OF CHANNEL
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NEW BOTTOM OF CHANNEL
AutoCAD SHX Text
END PROFILE CROSSING 2 STA 210+50 N=1137571.86 E=1413061.51
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1
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EXCAVATE ROADWAY SHOULDERS
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1
AutoCAD SHX Text
SUBGRADE PREPARATION
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2
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NPI
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1700 SY
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NEW GRADE @ CONST
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EXST GRADE @ CONST
AutoCAD SHX Text
AS BUILT DATE
AutoCAD SHX Text
DIBBLE PROJECT NO 101411.14
AutoCAD SHX Text
J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP5.DWG Mar. 29, 2018 11:19 AM Mar. 29, 2018 11:19 AM Mar. 29, 2018 11:19 AM
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SCALE:
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DES:
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28
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2018
AutoCAD SHX Text
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6040
AutoCAD SHX Text
6042
AutoCAD SHX Text
6044
AutoCAD SHX Text
6046
AutoCAD SHX Text
6048
AutoCAD SHX Text
301+00+00
AutoCAD SHX Text
300+00+00
AutoCAD SHX Text
PLAN & PROFILE STA 300+00 TO STA 305+00300+00 TO STA 305+00+00 TO STA 305+00305+00+00
AutoCAD SHX Text
9
AutoCAD SHX Text
18
AutoCAD SHX Text
DB
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PD
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TMW
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3/18
AutoCAD SHX Text
3/18
AutoCAD SHX Text
3/18
AutoCAD SHX Text
302+00+00
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303+00+00
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304+00+00
AutoCAD SHX Text
305+00+00
AutoCAD SHX Text
1"=20' 1"= 2'
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6050
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6052
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6054
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6056
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6058
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6040
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6042
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6044
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6046
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6048
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6050
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6054
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6056
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6058
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0'
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10'
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20'
AutoCAD SHX Text
40'
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EXST E/R
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EXST E/R
AutoCAD SHX Text
CONST
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BEGIN PROFILE CROSSING 3 STA 300+00 N=1178664.06 E=1479033.98
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NEW E/R
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NEW E/R
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NEW BOTTOM OF CHANNEL
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NEW BOTTOM OF CHANNEL
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1
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EXCAVATE ROADWAY SHOULDERS
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1
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SUBGRADE PREPARATION
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2
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NPI CY
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5667 SY
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1333 SY
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NEW GRADE @ CONST
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EXST GRADE @ CONST
AutoCAD SHX Text
-0.6750%
AutoCAD SHX Text
0.1093%
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AS BUILT DATE
AutoCAD SHX Text
DIBBLE PROJECT NO 101411.14
AutoCAD SHX Text
J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP6.DWG Mar. 29, 2018 11:20 AM Mar. 29, 2018 11:20 AM Mar. 29, 2018 11:20 AM
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6040
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6042
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6044
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6046
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6048
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306+00+00
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305+00+00
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10
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18
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3/18
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3/18
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3/18
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307+00+00
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308+00+00
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309+00+00
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310+00+00
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6050
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EXST E/R
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1333 SY
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EXST GRADE @ CONST
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP7.DWG Mar. 29, 2018 11:21 AM Mar. 29, 2018 11:21 AM Mar. 29, 2018 11:21 AM
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311+00+00
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310+00+00
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PLAN & PROFILE STA 310+00 TO STA 315+00310+00 TO STA 315+00+00 TO STA 315+00315+00+00
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11
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18
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NEW GRADE @ CONST
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EXST GRADE @ CONST
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0.1093%
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AS BUILT DATE
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP8.DWG Mar. 29, 2018 11:23 AM Mar. 29, 2018 11:23 AM Mar. 29, 2018 11:23 AM
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316+00+00
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PLAN & PROFILE STA 315+00 TO STA 320+00315+00 TO STA 320+00+00 TO STA 320+00320+00+00
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12
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18
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NEW GRADE @ CONST
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EXST GRADE @ CONST
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2.5735%
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AS BUILT DATE
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP9.DWG Mar. 29, 2018 11:24 AM Mar. 29, 2018 11:24 AM Mar. 29, 2018 11:24 AM
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13
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18
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1333 SY
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NEW GRADE @ CONST
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EXST GRADE @ CONST
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-1.4737%
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AS BUILT DATE
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP10.DWG Mar. 29, 2018 11:25 AM Mar. 29, 2018 11:25 AM Mar. 29, 2018 11:25 AM
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329+00+00
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP11.DWG Mar. 29, 2018 11:26 AM Mar. 29, 2018 11:26 AM Mar. 29, 2018 11:26 AM
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PLAN & PROFILE STA 330+00 TO STA 335+00330+00 TO STA 335+00+00 TO STA 335+00335+00+00
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5667 SY
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1333 SY
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP12.DWG Mar. 29, 2018 11:28 AM Mar. 29, 2018 11:28 AM Mar. 29, 2018 11:28 AM
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160' VC K=151.27
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5667 SY
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1333 SY
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP13.DWG Mar. 29, 2018 11:29 AM Mar. 29, 2018 11:29 AM Mar. 29, 2018 11:29 AM
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6076
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NPI
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5667 SY
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1333 SY
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N21CROSSING 3
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DIBBLE PROJECT NO 101411.14
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J:\2014\101411.14 NDOT AZ APPROP\N21 KAIBITO\CAD\1411_14-PP14.DWG Mar. 29, 2018 11:32 AM Mar. 29, 2018 11:32 AM Mar. 29, 2018 11:32 AM
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PLAN & PROFILE STA 345+00 TO STA 347+00345+00 TO STA 347+00+00 TO STA 347+00347+00+00
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END PROFILE CROSSING 3 STA 347+00 N=1182105.37 E=1482115.01
