Preliminary Plans – Lackland Road Resurfacing by STLCOGOV

FEDERAL PROJECT

RIGHT-OF-WAY NEW RIGHT-OF-WAY EXISTING

W-WATER E-ELECTRIC T-TELEPHONE/CATV G-GAS UNDERGROUND UTILITY (TYPE SPECIFIED)

PROPERTY LINE PERMANENT DRAINAGE EASEMENT PERMANENT SIDEWALK EASEMENT TEMPORARY SLOPE AND CONSTRUCTION LICENSE PERMANENT TRAFFIC SIGNAL EASEMENT PERMANENT FOOTING EASEMENT

PL MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT,

SYMBOLOGY P.R.I.M.U.E. AND SEWER EASEMENT MAINTENANCE AND UTILITY SIDEWALK PERMANENT ROADWAY IMPROVEMENT, P.R.I.M.U.S.S.E.

TREE/VEGETATION LINE FENCE (DESIGNATE TYPE)

CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE) GUARDRAIL RAILROAD SIGN TO BE REMOVED TO BE ABANDONED USE IN PLACE TO BE REMOVED AND REPLACED ADJUST TO GRADE

P.F.E. PERMANENT RETAINING WALL EASEMENT

TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED

ADJUST TO GRADE BY OTHERS

P.T.S.E. P.R.W.E.

DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.)

(T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.)

(T.B.R.&R.B.O.) (A.T.G)

P.D.E P.S.E. T.S.C.L. DESIGN AADT (YEAR): N/A

DESIGN CRITERIA

GENERAL LEGEND LOCATOR MAP MSD CERTIFICATION OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING

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MAJOR COLLECTOR

DIRECTIONAL DISTRIBUTION (D) =

TRUCK PERCENTAGE (T) =

FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT AADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) =

2030 18,970 (2013) 20,650 (2030) N/A 40 MPH 35 MPH

i f t h t t h R E SP ON S I B I L I T Y D I S C L A I M E R O F A ST. LOUIS COUNTY ROAD END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT

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STANDARD SPECIFICATIONS

STA. STA. STATE LENGTH FEDERAL LENGTH

PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP:

LENGTH OF PROJECT UTILITY NOTE THERETO. EXISTENCE AND EXACT LOCATION AND TO AVOID CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR PRESENTLY NOT KNOWN OR SHOWN. IT IS THE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE RECORDS: AND, THEREFORE THEIR LOCATIONS MUST HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES

FEET FEET FEET FEET

MILES MILES

RESPONSIBILITY FOR THAT SPECIFIC INFORMATION. SEWER CONTRACTOR OR OTHER SOURCES, DISCLAIM ANY HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF P.E. SIGNED DATE THE AFOREMENTIONED FINAL MEASUREMENTS SIGNATURE AND SEAL APPLY ONLY TO IT SHOULD BE UNDERSTOOD THAT THIS

by DESIGNED:

P U B L I C W O R K S T R AN SP O R T A T I ON PUBLIC WORKS TRANSPORTATION ST. LOUIS, MISSOURI 63132 1050 N. LINDBERGH BLVD DESIGN DIVISION TRANSPORTATION/PUBLIC WORKS DEPARTMENT OF ST. LOUIS COUNTY, MISSOURI LOUIS COUNTY STANDARD DRAWINGS. BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. COUNTY STANDARD SPECIFICATIONS FOR ROAD AND THISPROJECT SHALL BE COVERED BY THE ST. LOUIS UNLESS OTHERWISE NOTED, ALL WORK ON APPROVED: Acting Director Stephanie Leon Streeter, P.E. DATE:

PRELIMINARY PLANS 27+50.35 11+08.10 1642.25 0.00 0.00 1642.25 0.31 0.31 NOT TO SCALE N 15N, 15O 270 340 67 D ROAD SCHUETZ ROADCRAIG LOCATION PROJECT AR-1565 18 STP-495(604) 7124A-22 15N, 15O J. DOHRMANN E. BURKART T I TLE & I ND E X S H EET 1 R E S U R F A C I NG L A C K L AND R OAD 11+08.10 BEGIN STA. 27+50.35 END STA. CR A I G R OAD W SE T P O R T P ZAL A R OAD C ONG R E S S I O N A L D R I V E C ON C O U R S E D R I V E LACKLAND ROAD S. SABO N 3/21/2023 SIGNAL PLAN SHEETS CURB RAMP DETAILS INTERSECTION DETAILS SHEET ROADWAY PLAN SHEETS ALIGNMENT INFORMATION SHEET TYPICAL SECTIONS TITLE AND INDEX SHEET DESCRIPTION 15-18 11-14 10 6-9 5 2-4 1 NUMBER SHEET

PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE:

FEDERAL PROJECT NO. SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

NO.

STP-4956(604) ST. LOUIS COUNTY PROJECT NO. AR-1565 LACKLAND ROAD RESURFACING

RIGHT-OF-WAY 84'-0" +/-

VARIES VARIES

12'-0" +/- 11'-6" +/- 13'-6" +/LANE

4'-0" +/CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE

5'-0" +/- VARIES EX. SDWK

LANE

B CONST. L TYPICAL 5-LANE

VARIES VARIES 3" MILL

NTS 1 STA. 11+08.10 TO STA. 13+95.00

BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

SECTION - LACKLAND ROAD 14'-0" +/- 13'-6" +/RIGHT TURN LANE LEFT TURN LANE RIGHT TURN LANE EX. SDWK

RIGHT-OF-WAY 84'-0" +/-

13'-6" +/- TO 11'-0" +/VARIES VARIES 14'-0" +/- TO 12'-0" +/- VARIES 13'-6" +/- TO 0 TO 4'-0" 5'-0" VARIES

E X R / W E X R / W SHOULDER

VARIES EX. SDWK

12'-0" +/- 11'-6" +/LANE RIGHT TURN LANE LEFT TURN LANE EX. SDWK

LANE

B CONST. L TYPICAL 4-LANE SECTION - LACKLAND ROAD

4'-0" +/CURB EXISTING ASPHALT OVERLAY EXISTING P.C.C.P. WITH EXISTING AGGREGATE

VARIES VARIES 3" MILL

E X R / W E X R / W NTS 2 STA. 13+95.00 TO STA. 16+33.00

BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

R E S U R F A C I NG L A C K L AND R OAD CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

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by R E SP ON S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R AN SP O R T A T I ON

NOTE: S. SABO

STP-495(604) 7124A-22 15N, 15O J. DOHRMANN

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i f t h t t h FEDERAL PROJECT NO. OF

( S H EET 1 O F 3 ) T Y P I C A L S E C T I ON 2

AR-1565 18

E. BURKART

3/21/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

RIGHT-OF-WAY 66'-0" +/-

E X R / W B CONST. 12'-0" +/- TO 11'-0" +/VARIES 4'-0" +/- 11'-6" +/EXISTING P.C.C.P.

4'-0" +/EXISTING AGGREGATE

DETAIL TEXTURING (DEPTH TRANSITION) SEE PAVEMENT SURFACING AND DETAIL TEXTURING (DEPTH TRANSITION) SEE PAVEMENT SURFACING AND

11'-6" +/- TO 11'-0" +/LANE

L TYPICAL 4-LANE SECTION - LACKLAND ROAD

VARIES

LANE LANE LEFT TURN LANE EX. SDWK EX. SDWK

VARIES BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

VARIES VARIES

NTS 3

STA.23+05.00 TO STA. 24+00.00 STA. 16+33.00 TO STA. 20+20.00

4'-0" +/EXISTING AGGREGATE

LANE LANE

RIGHT-OF-WAY 66'-0" +/-

11'-6" +/11'-0" +/-

11'-0" +/11'-0" +/CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO

VARIES VARIES

E X R / W B CONST. 4'-0" +/- 11'-6" +/EXISTING P.C.C.P.

L TYPICAL 5-LANE SECTION - LACKLAND ROAD

E X R / W

11'-0" +/LANE LEFT TURN LANE EX. SDWK EX. SDWK

LANE

VARIES BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE

E X R / W NTS 4 STA. 20+20.00 TO STA. 23+05.00

TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND

VARIES

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R E S U R F A C I NG L A C K L AND R OAD

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i f t h t t h R E SP ON S I B I L I T Y D I S C L A I M E R O F P U B L I C W O R K S T R AN SP O R T A T I ON

NOTE: S. SABO

STP-495(604) 7124A-22 15N, 15O J. DOHRMANN

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( S H EET 2 O F 3 ) T Y P I C A L S E C T I ON

E. BURKART 3

FEDERAL PROJECT NO. OF

AR-1565 18

TYPICAL 4-LANE SECTION - LACKLAND ROAD

NTS 5

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AR-1565 18

LANE LANE LEFT TURN LANE EX. SDWK EX. SDWK 4'-0" +/EXISTING AGGREGATE VARIES VARIES RIGHT-OF-WAY 66'-0" +/E X R / W B CONST. 4'-0" +/- 12'-0" +/EXISTING P.C.C.P. VARIES BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE VARIES E X R / W STA. 24+00.00 TO STA. 27+50.35 VARIES 0'-" TO 11'-0" RIGHT TURN LANE 11'-0" +/TEXTURING (DEPTH TRANSITION) DETAIL SEE PAVEMENT SURFACING AND DETAIL TEXTURING (DEPTH TRANSITION) SEE PAVEMENT SURFACING AND 11'-0" +/STP-495(604) 7124A-22 15N, 15O J. DOHRMANN E. BURKART ( S H EET 3 O F 3 ) T Y P I C A L S E C T I ON 4 R E S U R F A C I NG L A C K L AND R OAD CONSIDERED APPROXIMATE ONLY. BY THE ENGINEER. STATIONING SHOWN SHOULD BE CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING THE ABOVE TYPICAL SECTIONS ARE INTENDED TO NOTE: S. SABO NTS 6 L EXISTING AGGREGATE VARIES VARIES RIGHT-OF-WAY 139'-0" +/E X R / W B CONST. EXISTING P.C.C.P. E X R / W STA. 300+00.00 TO STA. 301+55.12 REPAIR (NON-REINFORCED) 9" CONCRETE BASE BETWEEN FIRST LIFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 WEDGE COURSE NEW 1.75" SP125 WEARING SURFACE 4" TYPE 5 AGGREGATE SHOULDER 2'-0" 4'-0" +/MEDIAN VARIES 12'-0" +/LANE SHOULDER VARIES EXISTING ASPAHLT PAVEMENT RIGHT TURN LANE RIGHT TURN LANE* LEFT TURN/THRU LANE SEE FULL DEPTH PAVEMENT REPAIR DETAIL FULL DEPTH SAWCUT 6'-0" 12'-0" +/1'-0" +/- 1'-0" +/VARIES 12'-0" TO 18'-0" VARIES 12'-0" TO 21'-0" SHEET 4). STA. 300+92.21 TO STA. 301+55.12 (SEE PLAN TO STA. 300+92.21 AND MILL AND OVERLAY FROM PAVEMENT CONSTRUCTION FROM STA. 300+00.00 INSIDE RIGHT TURN LANE IS FULL DEPTH * TYPICAL 4-LANE SECTION - ROUTE D ENTRANCE AND EXIT RAMP 3:1

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FEDERAL PROJECT NO. OF

MILLING LIMITS MAX 2" PAVEMENT MILLNG PAVEMENT SURFACING AND TEXTURING (DEPTH TRANSITION)

SAWCUT SAWCUT

7.00' MIXTURE SP125 (PG 70-22)CLP* 1.75" SUPERPAVE ASPHALTIC CONCRETE

EXISTING AGGREGATE

EX. 6" INTEGRAL CURB (NON-REINFORCED) 9" CONCRETE BASE REPAIR

y s ea Element Point Station Northing Easting Radius Length / Delta Rotation Type Theta Direction AligmentName: Lackland Tangent POB R110+00.00 42643.0897 33367.5997 Tangent PI R120+86.30 42835.7131 34436.6888 Tangent PI R120+86.30 42835.7131 34436.6888 Tangent PC R124+50.02 42886.0892 34796.9035 Arc PC R124+50.02 42886.0892 34796.9035 Arc PI R125+50.39 42899.9896 34896.2987 932.85 199.96 1216'53" Right Arc CC 41962.2288 34926.1055 Arc PT R126+49.98 42892.4294 34996.376 Tangent PT R126+49.98 42892.4294 34996.376 Tangent POE R130+65.30 42861.144 35410.5143 AligmentName: Congressional Tangent POB R1195+20.00 42340.6881 34387.4637 Tangent POE R1200+00.00 42818.3884 34340.5336 AligmentName: Concourse Tangent POB R1296+05.00 42500.0853 34905.1055 Tangent POE R1305+30.83 43421.3407 34813.2273

EXISTING P.C.C.P. MIXTURE SP95 (PG 70-22)C* 1.25" SUPERPAVE ASPHALTIC CONCRETE SUBSEQUENT LIFTS OF ASPHALT OF ASPHALT AND BETWEEN *PLACE TACK PRIOR TO FIRST LIFT

4" TYPE 5 AGGREGATE

DETAIL "B"

DETAIL "A" FULL DEPTH PAVEMENT REPAIR

DETAIL "C"

0" TO 2" (MAX) AT CURB TAPER MILLING FROM T H I C KN E SS PAVEMENT EXISTING OV E R L AY 25.00' ( 3 ) TRAVELED WAY BUTT JOINT

FT. TRANSITION)

ROAD

INVESTIGATIVE CORE DRILLING REPORT LACKLAND

NORTH OF ROADWAY C/L LANE, 69' EAST OF CRAIG ROAD C/L, LACKLAND ROAD WB INNER TRAFFIC

PCCP (W/METAL) (8.0") ON COURSE AGGREGATE BASE (HELD

WATER); TOTAL THICKNESS: 10.7" ON

ASPHALT

(25 ASPHALT

AGGREGATE BASE (DID NOT HOLD WATER); TOTAL

COARSE

SEALCOAT (0.3") ON TYPE C BITUMINOUS PAVEMENT (2.4") ROADWAY C/L CRAIG ROAD C/L, 16' SOUTH OF LANE IN SHOULDER, 488' EAST OF LACKLAND ROAD EB OUTER TRAFFIC

13.5"

THICKNESS:

CORE NO. LOCATION DESCRIPTION 1 2 3

TOTAL THICKNESS: 10.0" PCCP (COARSE, W/STEEL) ON COARSE AGGREGATE BASE (HELD

WATER);

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i f t h t t h E. BURKART

by STP-495(604) 7124A-22 15N, 15O J. DOHRMANN

nd u ho ze d by FEDERAL PROJECT NO. OF

( S H EET 1 O F 1 ) A L I GN M E N T I N F O R M A T I ON 5

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R E S U R F A C I NG L A C K L AND R OAD S. SABO

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PAVEMENT

(2.4") ON PCCP (W/MERAMEC FINE AGGR.) (10.5") ON

(MERAMEC) CHIP-SEAL (0.6") ON TYPE C BITUMINOUS OF ROADWAY C/L CONGRESSIONAL DRIVE C/L, 5' NORTH TRAFFIC LANE, 178' WEST OF LACKLAND ROAD WESTBOUND INNER

EXIST. ROW

UTILITY POLE GUY WIRE GUY WIRE

(U.I.P.) HEIGHT IS OK) (U.I.P. VERIFIED

LACKLAND ROAD DIVERGENT NON-PERPENDICULAR SINGLE COMPOUND, TYPE B CURB RAMP S-COMB-3:

C OU R T DRIVE CONCRETE (U.I.P.) (U.I.P.) (U.I.P.)

CONCRETE SIDEWALK CURB CONCRETE

(U.I.P.)

(T.B.R.) 1 RAMP

CONCRETE

A LT O M

LACKLAND ROAD (U.I.P.) (U.I.P.)

END MAINTENANCE SIGN

(U.I.P.) (U.I.P.) DIVERGENT NON-PERPENDICULAR SINGLE COMPOUND, TYPE B CURB RAMP S-COMB-3:

DRIVE CONCRETE CONCRETE SIDEWALK

18" TREE CURB CONCRETE

(T.B.R.) 2 RAMP

(U.I.P.) (U.I.P.)

CONCRETE SIDEWALK 14" TREE CURB CONCRETE

EXIST. ROW

SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4: SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-4:

CURB CONCRETE CURB CONCRETE PULLBOX TRAFFIC

3 RAMP 4 RAMP EXIST. ROW EXIST. ROW (T.B.R.&R.B.O.)

AREA LANDSCAPE AREA LANDSCAPE

DRIVE CONCRETE 12" RCP

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' (U.I.P.)

UTILITY POLE CONCRETE LACKLAND ROAD

(T.B.R.&R.)

CONCRETE WALK 15O2-089D CURB INLET TRIPLE

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i f t h t t h FEDERAL PROJECT NO. OF

AR-1565 STP-495(604) 7124A-22 15N, 15O S. SABO E. BURKART ( S H EET 1 O F 4 ) C U RB R A M P D ET A I L S R E S U R F A C I NG L A C K L AND R OAD A LT O M C OU R T DETAIL A WEST LACKLAND ROAD AND ALTOM COURT DETAIL B EAST LACKLAND ROAD AND ALTOM COURT W A TL O W DETAIL C LACKLAND ROAD AND WATLOW ENTRANCE DETAIL TRANSITION SEGMENTAL DETAIL TRANSITION SEGMENTAL CONCRETE DETAIL TRANSITION SEGMENTAL 18 11 T.S.C.L. TO NEAREST JOINT 10' P.R.I.M.U.S.S.E. PB 326 PG 90 10' P.R.I.M.U.S.S.E. PB 326 PG 90 A. SCHUMANN3/21/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED:

24" TREE

EXIST.

(T.B.R.)

16" TREE

ROW (T.B.R.&R.B.O.) (T.B.R.&R.B.O.)

10 RAMP 11 RAMP 12 RAMP (T.B.R.)

CONCRETE SIGN FIBER OPTIC

(T.B.R.)

16" TREE

DIAGONAL, BACK OF CURB TYPE D CURB RAMP S-PAR-1: CUT THROUGH ISLAND ISL-1: CUT THROUGH ISLAND ISL-1: (T.B.R.&R.)

(T.B.R.) (T.B.R.&R.B.O.)

C O N C OU R S E

PULLBOX TRAFFIC

20" TREE CURB ASPHALT CURB ASPHALT

SIGN FIBER OPTIC SIGNAL TRAFFIC

(U.I.P.) (T.B.R.) (T.B.R.) (T.B.R.)

(T.B.R.) (T.B.R.) (T.B.R.)

(U.I.P.) (U.I.P.)

N 0 5 10 15 SCALE IN FEET SCALE: 1" = 5' 25 PB 238 PG 74 30'BUILDING LINE (T.B.R.)

SIGN

y s ea

ASPHALT

CONCRETE

ROAD ASPHALT ROAD CONCRETE ASPHALT

(T.B.R.) T T ROAD CONCRETE

CONCRETE CURB CONCRETE MANHOLE FIBER OPTIC CONCRETE

(T.B.R.)

PULLBOX TRAFFIC

D R I V E LACKLAND ROAD

C ON C O U R S E

D R I V E

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i f t h t t h FEDERAL PROJECT NO. OF

AR-1565 STP-495(604) 7124A-22 15N, 15O S. SABO E. BURKART ( S H EET 3 O F 4 ) C U RB R A M P D ET A I L S R E S U R F A C I NG L A C K L AND R OAD DETAIL I NW QUADRANT CONCOURSE DRIVE LACKLAND ROAD AND 18 13 MODULAR BLOCK WALL NEW MGS GUARDRAIL P.R.I.M.U.S.S.E. A. SCHUMANN3/21/2023 SHEET SEQUENCE: COUNTY PROJECT NO. E-W GATEWAY TIP NO. R E V I S I ON S R E V DA TE B Y A PP D E S CR I P T I ON MSD BASE MAP: MSD: C ON S T R U C T I ON NO T F O R P R EL I M I NA R Y DRAWN: DATE: CHECKED: i

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SIGNAL QUANTITIES SHEET

INTENTIONALLY LEFT BLANK

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7124A-22 15N, 15O L A C K L AND R OAD D. SHANE E. NKETAH E. NKETAH STP-495(604) S I GNA L Q T Y ( S H EET 1 O F 1 ) C ON C OU R S E D R L A C K L AND R D A T

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7124A-22 15N, 15O L A C K L AND R OAD D. SHANE E. NKETAH E. NKETAH STP-495(604) S I GNA L Q T Y ( S H EET 1 O F 1 ) C ONG R E SS I ONA L D R L A C K L AND R D A T

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