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 P.S.E. MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT,
TREE/VEGETATION LINE FENCE (DESIGNATE TYPE)
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.
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.D.E.
P.F.E. PERMANENT RETAINING WALL EASEMENT
TO BE REMOVED AND REPLACED BY OTHERS TO BE ABANDONED AND FILLED
ADJUST TO GRADE BY OTHERS
T.S.C.L. P.T.S.E. P.R.W.E.
(T.B.R.&R.) (U.I.P.) (T.B.A.) (T.B.R.)
DESCRIPTION (A.T.G.B.O.) (T.B.A.&F.)
(T.B.R.&R.B.O.) (A.T.G)
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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DIRECTIONAL DISTRIBUTION (D) =
TRUCK PERCENTAGE (T) =
FUNCTIONAL CLASSIFICATION: DESIGN YEAR: CURRENT ADT (YEAR): DESIGN ADT (YEAR): DESIGN SPEED (V) = POSTED SPEED (V) =
i f t h t t h R E S P O N S I B I L I T Y D I S C L A I M E R O F END OF PROJECT BEGINNING OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS TOTAL CORRECTIONS NET LENGTH OF PROJECT
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2041 10,712 (2021) 11,260 (2041) XX% XX% 40 MPH 35 MPH
STANDARD SPECIFICATIONS
STA. STA. STATE LENGTH FEDERAL LENGTH
PROJECT SPECIFIC INFORMATION M.S.D. P-NUMBER: M.S.D. BASE MAP:
PROJECT LIMITS INDEX OF SHEETS REVIEW ENGINEER: APPROVAL DATE:
FEET FEET FEET FEET
MILES MILES
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MINOR ARTERIAL 52+52.00 15+29.38 3,722.62 0.00 0.00 3,722.62 0.71 0.71BAUMGARTNER ROAD Director
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
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
P U B L I C W O R K S T R A N S P O R T A T I O N 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: OF
L
LANE LANE
4:1 M2:1 AX FLAT-BOTTOM DITCH
SIDEWALK EXISTING 4:1
PROTECTION SLOPE PROTECTION SLOPE
WALL PROP.
SIDEWALK
M1.5:1 AX
PROPOSED DITCH STA. 18+56 TO STA. 20+30 PROPOSED DITCH, SIDEWALK AND WALL STA. 21+55 TO STA. 23+56
FLAT-BOTTOM DITCH
CONST. B E X R / W E X R / W RIGHT-OF-WAY VARIES NTS 1 STA. 15+29.38 TO STA. 24+01.31
SEE BLOW-UPS
EXISTING PAVEMENT 3" MILL
SEE BLOW-UPS
VARIES VARIES VARIES VARIES NOTE: THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.
TYPICAL SIDEWALK EXISTING SIDEWALK EXISTING CURB EXISTING (A) STRIPED FOR ONE LANE STA. 24+01.31 TO STA. 26+00.00
TYPICAL 2-LANE SECTION - BAUMGARTNER ROAD E X R / W E X R / W L
RIGHT-OF-WAY WIDTH VARIES LANE LANE
EXISTING PAVEMENT 3" MILL
BETWEEN FIRST LEFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 ASPHALTIC CONCRETE NEW 1.75" SP125 WEARING SURFACE BETWEEN FIRST LEFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 ASPHALTIC CONCRETE NEW 1.75" SP125 WEARING SURFACE
2-LANE SECTION - BAUMGARTNER ROAD
CONST. B LANE NTS 2 STA. 24+01.31 TO STA. 30+39.53
TYPE 1 ROCK DITCH LINER 8" THICK PROPOSED ROCK DITCH LINER STA. 18+00 TO STA. 20+50
GEOTEXTILE FABRIC EROSION CONTROL
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R E S P E X R / W E X R / W L
CONST. B RIGHT-OF-WAY WIDTH NTS 3 STA. 30+39.53 TO STA. 33+80.94
VARIES VARIES E X R / W E X R / W L
TYPICAL CURB EXISTING
TYPICAL 3-LANE SECTION - BAUMGARTNER ROAD
EXISTING PAVEMENT 3" MILL EXISTING PAVEMENT 3" MILL
RIGHT-OF-WAY WIDTH VARIES
VARIES VARIES
SIDEWALK EXISTING CURB EXISTING CURB EXISTING SIDEWALK EXISTING CURB EXISTING
SIDEWALK EXISTING STA. 33+80.94 TO STA. 40+54.32 STA. 47+30.07 TO STA. 52+52.00 (B) LEFT TURN LANE STA. 33+80.94 TO STA. 34+80.94 STA. 36+94.64 TO STA. 37+94.64 TWLTL STA. 34+80.94 TO STA. 36+94.64
4-LANE SECTION - BAUMGARTNER ROAD
CONST. B NTS 4
LANE LANE LANE LANE LANE LANE LANE NOTE: THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.
BETWEEN FIRST LEFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND BETWEEN FIRST LEFT AND WEARING SURFACE TACK COAT PRIOR TO FIRST LIFT AND
ON 1.25" SP95 ASPHALTIC CONCRETE NEW 1.75" SP125 WEARING SURFACE ON 1.25" SP95 ASPHALTIC CONCRETE NEW 1.75" SP125 WEARING SURFACE
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VARIES VARIES
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SIDEWALK EXISTING CURB EXISTING
TACK COAT PRIOR TO FIRST LIFT AND ON 1.25" SP95 ASPHALTIC CONCRETE NEW 1.75" SP125 WEARING SURFACE
BETWEEN FIRST LEFT AND WEARING SURFACE
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b TYPICAL 5-LANE SECTION - BAUMGARTNER ROAD
BAUMGARTNER
C BITUMINOUS
(0.6") ON TYPE
ASPH CHIP-SEAL
TYPE C (TRAP ROCK) BITUMINOUS
PAVEMENT (2.4") ON
PAVEMENT (1.0") ON
TYPE D BITUMINOUS PAVEMENT (1.8")
(MERAMEC)
ASPH
ON
ROAD INVESTIGATIVE CORE DRILLING REPORT BAUMGARTNER RD, EASTBOUND TRAFFIC LANE, 239' EAST OF FIRELEAF DRIVE C/L, 4' SOUTH OF ROADWAY C/L
BAUMGARTNER ROAD, EASTBOUND TRAFFIC LANE, 93' EAST OF CHALET FOREST DRIVE C/L, 7' SOUTH OF ROADWAY C/L
CHIP-SEAL (0.5") ON COARSE MACADAM (2.6") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.9"
BAUMGARTNER ROAD, WESTBOUND INNER TRAFFIC LANE, 281' WEST OF CHALET FOREST DRIVE C/L, 5' NORTH OF ROADWAY C/L
BAUMGARTNER ROAD, WESTBOUND TRAFFIC LANE, 78' WEST OF FIRELEAF DRIVE C/L, 4' NORTH OF ROADWAY C/L
ASPHALT CHIP-SEAL (0.4") ON TYPE C BITUMINOUS PAVEMENT (3.4") ON TYPE D BITUMINOUS PAVEMENT (2.1") ON ASPHALT (MERAMEC) CHIP-SEAL (0.7") ON COARSE MACADAM (3.6") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 10.2"
R E S P O DESCRIPTION LOCATION CORE NO. 1 2 3 4 5 6 7
ASPH CHIP-SEAL (0.6") ON TYPE C BITUMINOUS PAVEMENT (1.5") ON TYPE C (TRAP ROCK) BITUMINOUS PAVEMENT (3.1") ON TYPE C BITUMINOUS PAVEMENT (1.6") ON ASPH (MERAMEC) CHIP-SEAL (0.5") ON MACADAM (1.4") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.7"
i f t h t t h RIGHT-OF-WAY WIDTH VARIES NOTE: THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE AS TO THE LIMITS OF THE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.
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Esm t PB 120 Pg 78 7 5 'W
BAU M G A RTN ER ROA D
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Esm t PB 120 Pg 78 5 'W
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BAUMGARTNER ROAD
EXIST.ROW
10 'W Esm t. to S W . B.T Co. DB 6364Pg 2255 10 'W W idening Strip PB 139 Pg 69 7.5 'W Esm t. PB 121Pg 43 PB 120 PG 78 PLAT ONE MELLOWLIGHT ESTATES L O T 1 4 4 L O T 1 3 8 LOT 145 LOT 144 LOT 146 LOT 145 LOT 147 LOT 146 S C D B 1 9 5 3 7 P g 2 2 1 S t L i C y P D r a i n a g e E t t Sec.B DB 19537 Pg 221 to St.Loui s County Perm .Drainage Esmt. DB 19683 Pg 628 St. Louis County T.S.C.L. to DB 19683 P g 628 t o St Loui s C ount y P erm D rainage Esm t 7.5 'W Esm t. PB 120 Pg 78 5 'W Esm t PB 121Pg 43 Dedicated to Public Use PB 120 Pg 78 10'W Widening Strip PB 139 Pg 69 DB 1194 Pg 402 (location approx.) DB 10470 Pg 794 5'W Esmt. to Union Elec. Co. DB 7818 Pg 1128 St. Louis County Water Co. 10'W Esmt. to DB 7818 Pg 1129 St Louis County WaterCo 10'W Esmt to Loc. #31J220096 2943 Old Baumgartner Rd. DB 24260 Pg 3326 Mackaben, Lori D. & Garcia, Scott L. N/F Loc. #31J220113 2834 Foxfire Dr. DB 23966 Pg 4340 Bertram, Shannon L. N/F Loc. #31J220085 2828 Foxfire Dr. DB 19797 Pg 2941 Horvath, Joseph S. & Angela M. N/F DB 19537 Pg 221 St. Louis County Right of Way to Loc. #31J220074 2818 Foxfire Dr. DB 17752 Pg 3944 Wichern, David L. N/F PL P L P L P L CHAINLINK FENCE UTILITY POLE SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN AND GUY UTILITY POLE AND GUY UTILITY POLE WATER VALVE FIRE HYDRANT CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE DRIVE UTILITY POLE AND GUY SIGN SIGN ASPHALT ISLANDS GUARD RAIL ASPHALT PAVEMENT ASPHALT PAVEMENT WALL MODULAR BLOCK UTILITY POLE AND GUYS CHAINLINK FENCE TREE LINE TREE LINE CHAINLINK FENCE TOP= 463.85 31J3-143S MANHOLE TOP= 461.08 31J3-016S MANHOLE TOP= 458.98 31J3-015D AREA INLET TOP= 458.44 31J3-011D AREA INLET WALL MODULAR BLOCK AND GUY UTILITY POLE ASPHALT CURBS ASPHALT CURB ASPHALT CURB AND GUY UTILITY POLE AND GUY UTILITY POLE CONCRETE PAD EX FL END OF PIPE 54"RCP-447.24 ASPHALT DITCH 8"VCP 8"VCP 8 " VCP 8 V C O X 36"RCP
Esm t. PB 121Pg 43 N EW
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EXIST ROW 1 RAMP (T.B.R.&R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-3: SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-3: 2 RAMP (UIP.) (T.B.R.&R.B.O.) (T.B.R.&R.B.O.) (T.B.R.&R.) (TB.R) (T.B.R.&R.) PI 18+17.00 PC 17+16.97 PT 19+16.50 L 199.53' T 100.04' R 1,109.50' P C S T A 1 7 + 1 6 9 7 P T S T A 1 9 + 1 6 5 0 15+00 16+00 17+00 18+00 19+00 CURVE 1 CURVE 1 M AT C H LI N E S T A. 1 9 + 5 0 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' N LEGEND AR-1749 STP-5547(603) 6 R E S U R F A C I N G B A U M G A R T N E R R O A D 7196A-23 31H, 31J 18 J. DOHRMANN E. BURKART E. BURKART ( S H E E T 1 O F 8 ) P L A N S H E E T STA. 15+29.38 BEGIN PROJECT INLET PROP. AREA THE PROJECT TO WHICH THIS PAGE REFERS. INTENDED TO BE USED FOR ANY PART OR PARTS OF UNDERSIGNED PROFESSIONAL RELATING TO OR DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE SPECIFICATION, ESTIMATES, REPORTS, OR OTHER DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ONLY FOR WHAT APPEARS ON THIS PAGE, AND SEAL APPEAR HEREON ASSUMES RESPONSIBILITY THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL 2. AND TO AVOID THERETO. TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN IT IS POSSIBLE THERE MAY BE OTHERS, THE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. SURVEYS AND RECORDS; AND, THEREFORE THEIR UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND FACILITIES, STRUCTURES AND 1. NOTES: SAWCUT DEPTH PARTIAL SAWCUT DEPTH PARTIAL DITCH FLAT-BOTTOM PROP. 2 FT SAWCUT FULL DEPTH SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC SIDEWALK PROPOSED CONCRETE PAVEMENT OR REPAIR PROPOSED FULL DEPTH CONCRETE MIX TYPE C BITUMINOUS 2" MILL & OVERLAY WITH P.E. LTCONC. 16'W . STA. 17+72.05 LINER TYPE 1 PROP. ROCK DITCH
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WINDFORD DR.
50'W PB 175 Pg 92
PB 175 PG 92 OAKBRIAR WOODS PLAT 1 COMMON GROUND
h Loc. #31J310670 2719 Baumgartner Rd. DB 6984 Pg 1987 Oakbriar Woods Plat 1 Trustees N/F
10 LOT 167 PB 164 PG 94 PLAT 1 CHALET FOREST
PB 175 PG 92 OAKBRIAR WOODS PLAT 1 LOT 101 10'W Esmt. PB 143 Pg 16 10'W Esm t PB 143 P g 16
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10 W Esm t.PB 164 P g 94 10'W Esm t Dedicated to St. Louis County for Public Use PB 175 Pg 92 Report #212715 Loc. #31J320251 2704 Windford Dr. (Beneficiary Deed 19413 Pg 2019) DB 7764 Pg 215 Schicker, Terrence D. & Betty A. N/F Report #212716 Loc. #32J640101 2704 Chalet Forest Dr. DB 21984 Pg 2220 Schwartz, Megan E. N/F 5'W Esm t. PB 175 Pg 92 10'W Esmt.PB 175 Pg 92 10'W Esm t PB 175 Pg 92 Esmt. PB 175 Pg 92 PB 143 PG 16 DELRAY PLAT 1 DB 18429 Pg 13 & DB 23314 Pg 2979 Entertainment I, LLC Subject to Esmts to Charter Communications Report #212714 Loc #32J641302 2616 Chessbrook Dr. DB 22198 Pg 3012 Telegraph Crossing, LLC N/F 50 'W PB 164 Pg 94 BAUMGARTNER ROAD 10'W Esmt. PB 175 Pg 92 R D FOREST CHALET P L P L P L P L P L P L PL PL P L P L CONCRETE WALK CONCRETE WALK C O N C R ET E W AL SIGN SIGN ASPHALT PAVEMENT AS P H A T AV M E T CONCRETE WALK CONCRETE WALK ASPHALT PAVEMENT CONCRETE CURBS FIRE HYDRANT CONCRETE CURB WATER VALVE AREA GARDEN GUARD RAIL SIGN CONCRETE WATER VALVE SIGN VALVE GAS SERVICE PULL BOX ASPHALT SIGN CONCRETE CURB 15" TREE SIGN UTILITY POLE 12"TREE TOP= 517.34 CURB INLET UTILITY POLE SIGN TOP = 512.50 31J3-069D CURB INLET TOP= 512.60 31J3-070D CURB INLET TOP= 509.35 31J3-071D AREA INLET TOP= 513.45 31J3-072D CURB INLET TOP= 514.55 31J3-073D CURB INLET TOP= 516.79 31J3-075D CURB INLET TOP= 517.36 31J3-076D CURB INLET TOP= 519.14 31J3-048S MANHOLE TOP= 517.71 31J3-047S MANHOLE SIGN APARTMENTS CONC. STAND LIGHT NO. 2 NO. 5 C U R B & G U T T R C O N C R E E 33" 33" 33" 3 30"RCP 36" RCP 36" 36" EXIST. ROW EXIST. ROW 5 RAMP 6 RAMP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (.T.B.R.) (A.T.G.B.O.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) SINGLE PERPENDICULAR TYPE B CURB RAMP S-PERP-5: SINGLE COMPOUND TYPE B, C CURB RAMP S-COMB-4 (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) ( U IP ) ( U IP ) 33+00 34+00 35+00 36+00 37+00 PC STA 298+31.43 299+00 PT STA 299+37.81 3 0 0 + 0 0 PT STA 401+87.02 CURVE CHALET 1 PI 298+86.39 PC PT L 106.38' T 54.96' R 171.75' CHALET_1 CURVE 298+31.43 299+37.81 N M A T C H L I N E S T A 3 3 + 0 0 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' LEGEND AR-1749 M A T C H L I N E S T A 3 7 + 7 5 STP-5547(603) R E S U R F A C I N G B A U M G A R T N E R R O A D 7196A-23 31H, 31J 18 J. DOHRMANN E. BURKART E. BURKART ( S H E E T 5 O F 8 ) P L A N S H E E T 10 STA. 300+00.00 CHALET STA. 33+50.64 BAUMGARTNER = T.S.C.L. P.S.E. T.S.C.L. THE PROJECT TO WHICH THIS PAGE REFERS. INTENDED TO BE USED FOR ANY PART OR PARTS OF UNDERSIGNED PROFESSIONAL RELATING TO OR DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE SPECIFICATION, ESTIMATES, REPORTS, OR OTHER DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ONLY FOR WHAT APPEARS ON THIS PAGE, AND SEAL APPEAR HEREON ASSUMES RESPONSIBILITY THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL 2. AND TO AVOID THERETO. TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN IT IS POSSIBLE THERE MAY BE OTHERS, THE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. SURVEYS AND RECORDS; AND, THEREFORE THEIR UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND FACILITIES, STRUCTURES AND 1. NOTES: SAWCUT DEPTH FULL MATCH EXISTING (CHALET) STA. 299+46.22 SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC SIDEWALK PROPOSED CONCRETE PAVEMENT OR REPAIR PROPOSED FULL DEPTH CONCRETE MIX TYPE C BITUMINOUS 2" MILL & OVERLAY WITH PROPOSED CURB & GUTTER
i
d d
(location approx.) DB 6961 Pg 756 Esmt. to St. Louis County
PB 175 PG 92 OAKBRIAR WOODS PLAT 1 LOT 1 PB 143 PG 16 DELRAY PLAT 1
BAUMGARTNER ROAD
d u o I
e d by i f t
h i h
y s e t t h DESIGNED:
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i
b E s t i m a t e s R e p o r t s o r o t h e r D
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PB 238 Pg 27 Storm WaterControlEsmt PB 238 Pg 27 10'W Esmt. 10'W Esmt. PB 238 Pg 27 1 0 W E t P B 2 3 8 P g 2 7 Report #212713 Loc. #31J320240 2701 Windford Dr. DB 20920 Pg 1142 Knight, Lillian K. N/F DB 18429 Pg 13 & DB 23314 Pg 2979 Entertainment I, LLC Subject to Esmts to Charter Communications Report #212714 Loc #32J641302 2616 Chessbrook Dr. DB 22198 Pg 3012 Telegraph Crossing, LLC N/F PB 175 Pg 92 Sign Esmt. * * EsmtPB 175 Pg 92 10'W Esm t to St L ui s County W ater Co PB 175 Pg 92 PB 238 PG 27 SOUTHFIELD APARTMENTS DB 7777 Pg 544 Subject to varouis underground Esmts to Union Electric Co Report #212711 Loc. #31J320736 5500 Southfield Dr. DB 10756 Pg 1834 Southfield Partnership, LP. N/F DB 18346 Pg 1546, DB 19955 Pg 1238, DB 21844 Pg 271 Communications Entertainment I, LLC Subject to Esmts to Charter 50'W PB 175 Pg 92 10'W Esmt. PB 143 Pg 16 . R D INDFORD W PL PL PL PL CONCRETE WALK ASPHALT PAVEMENT SIGN SIGN CAMERA UTILITY POLE CONCRETE CURB FIRE HYDRANT SHRUB STAND LIGHT PEDESTAL ELECTRIC CURBS CONCRETE UTILITY POLE CONCRETE WALK TOP= 544.28 MANHOLE UTILITY POLE SIGN TOP= 545.49 CURB INLET SIGN GARDEN AREA SHRUB CONCRETE WALK AND GUY UTILITY POLE FIRE HYDRANT CONCRETE WALK WATER VALVE SIGN DOUBLE PULL BOX AT&T BOXES ELECTRIC METER TOP= 532.43 31J3-078D AREA INLET TOP= 532.53 31J3-079D AREA INLET TOP= 539.13 31J3-080D CURB INLET TOP= 539.54 31J3-081D CURB INLET TOP= 541.46 31J3-082D CURB INLET TOP= 545.36 31J3-083D CURB INLET TOP= 532.70 31J3-197D AREA INLET TOP= 546.20 NO MSD ID CURB INLET STAND LIGHT PAVEMENT ASPHALT NO. 4 15"RCP 15 RCP 15"RCP 12" RCP 12 RCP 12" RCP 12" RCP 36" RCP EXIST. ROW EXIST ROW EXIST. ROW EXIST.ROW 7 RAMP 8 RAMP (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.&REL.) (T.B.R.&REL.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (UIP) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) DUAL PERPENDICULAR TYPE B CURB RAMP D-PERP-4: DUAL PERPENDICULAR TYPE B CURB RAMP D-PERP-4: 9 RAMP SINGLE COMPOUND TYPE B & C CURB RAMP S-COMB-4: 10 RAMP SINGLE COMPOUND TYPE B & C CURB RAMP S-COMB-4: (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.&R.) (T.B.R.&R.) 38+00 39+00 40+00 41+00 42+00 4 0 0 + 0 0 401+00 PT STA 401+87.02 PI 401+22.77 PC PT L 139.52' T 75.27' R 150.00' 400+47.50 401+87.02 WINDFORD _3 CURVE WINDFORD_3 CURVE 400+47.50 PC STA N M A T C H L I N E S T A 3 7 + 7 5 0 20 40 60 SCALE IN FEET SCALE: 1" = 20' LEGEND SURFACE COURSE CONCRETE WEDGE & PROPOSED ASPHALTIC SIDEWALK PROPOSED CONCRETE AR-1749 M A T C H L I N E S T A 4 2 + 5 0 STP-5547(603) R E S U R F A C I N G B A U M G A R T N E R R O A D 7196A-23 31H, 31J 18 11 J. DOHRMANN E. BURKART E. BURKART ( S H E E T 6 O F 8 ) P L A N S H E E T STA. 200+00.00 WINDFORD STA. 38+25.60 BAUMGARTNER = T.S.C.L. P.S.E. P.S.E. T.S.C.L. T.S.C.L. P.S.E. T.S.C.L. THE PROJECT TO WHICH THIS PAGE REFERS. INTENDED TO BE USED FOR ANY PART OR PARTS OF UNDERSIGNED PROFESSIONAL RELATING TO OR DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE SPECIFICATION, ESTIMATES, REPORTS, OR OTHER DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ONLY FOR WHAT APPEARS ON THIS PAGE, AND SEAL APPEAR HEREON ASSUMES RESPONSIBILITY THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL 2. AND TO AVOID THERETO. TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN IT IS POSSIBLE THERE MAY BE OTHERS, THE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. SURVEYS AND RECORDS; AND, THEREFORE THEIR UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE UNDERGROUND FACILITIES, STRUCTURES AND 1. NOTES: SAWCUT FULL DEPTH MATCH EXISTING (WINDFORD) STA. 400+40.04 PAVEMENT OR REPAIR PROPOSED FULL DEPTH CONCRETE MIX TYPE C BITUMINOUS 2" MILL & OVERLAY WITH
y p t f t h l i g
2 0 0 + 0 0 0 0 B A U M G A R T N E R Ê S T A
2 0 0 + 5 5 4 7 M A T C H E X I S T I N G E L 4 7 4 0 7 S T A
V P C 2 0 0 + 2 8 1 7 V P T 2 0 0 3 3 1 7 V P C 2 0 0 + 4 5 4 7 V P T 2 0 0 + 5 5 4 7 S T A
2 0 0 + 1 0 9 6 E L 4 7 1 2 3
R E S P O N S I B I L I T Y D I S C L A I M E R O F V P I 2 0 0 2 0 5 7 E L 4 7 1 7 6 +5.50% V P I 2 0 0 + 3 0 6 7 E L 4 7 1 9 1 +1 50%
EXISTING GROUND LINE PROPOSED PROFILE GRADE B A U M G A R T N E R Ê S T A
4 0 0 + 0 0 0 0 V P I 4 0 0 + 2 1 4 4 E L 5 3 0 9 3 +4.00% V P I 4 0 0 + 2 8 4 9 E L 5 3 1 0 3 +1 50%
GROUND LINE EXISTING S T A
4 0 0 0 4 0 4 M A T C H E X I S T I N G E L 5 3 1 8 3 S T A
V P C 4 0 0 + 3 5 0 4 V P T 4 0 0 + 4 0 0 4 GRADE PROPOSED PROFILE
4 7 1 4 3 4 7 1 2 5 4 7 1 7 2 4 7 2 3 6 4 7 3 0 7 4 7 3 7 7 4 7 4 3 0 4 7 4 8 2 4 7 1 7 3 4 7 2 8 0 4 7 4 3 0 200+00 5 3 0 9 0 5 3 0 7 6 5 3 0 9 0 5 3 1 3 6 5 3 1 8 3 5 3 2 3 1 5 3 2 7 9 5 3 0 9 5 5 3 1 3 1 5 3 1 8 3 400+00
4 0 0 + 1 5 7 5 E L 5 3 0 7 0 B A U M G A R T N E R Ê S T A
V P I 4 0 0 3 7 5 4 E L 5 3 1 7 1 +7.50% +4.76% 5.00' V.C.
6 0 0 + 0 0 0 0 V P I 6 0 0 3 6 7 8 E L 5 5 3 4 9 +6.24% +4.50%
d u o
h i h
6 0 0 2 5 2 1 E L 5 5 2 7 7
S T A
GRADE PROPOSED PROFILE EXISTING GROUND LINE
6 0 0 + 4 4 5 4 M A T C H E X I S T I N G E L 5 5 3 8 4 S T A
5 5 3 6 4 5 5 3 2 8 5 5 2 8 5 5 5 3 5 8 5 5 5 4 2 5 5 5 9 5 600+00
e d by DESIGNED:
T R A N S P O R T A T I O N 5.00' V.C. V P I 2 0 0 5 0 4 7 E L 4 7 3 8 0 +5.26% 10.00' V.C.
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by d i l i
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R +9.55%
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580
575
EX 0 85% EX 0.03% (MATCH EX SLOPE) MILL AND OVERLAY
570
565
DELOAK DRIVE
585 0 10 20 30 40 50 60 64 Sta. 47+01.49 R1
580
575
570
585 PRIVATE ROAD RT
565
560
560
5'
1 00% EX 3 47% EX 2 20% EX 0 73% 0 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60
V.C.
COMMERCIAL ENTRANCE LT
585 EX 2 00% 5 20% 0.75%
580
575
h 5511 OAKVILLE SHOPPING CENTER
570
565
560
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hSta. 46+44.90 R1
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( S H E E T 2 O F 3 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B A U M G A R T N E R R O A D
E. BURKART
AR-1749 B. KNIGHT 18 17
STP-5547(603) 7196A-23 31H, 31J J. DOHRMANN
600
595
EX 3 14% EX 3 44% 5 2% 1 50% 3 2%
590
COMMERCIAL ENTRANCE RT
5601 TELEGRAPH ROAD
585
605 0 10 20 30 40 50 60 Sta. 50+83.83 R1
580
7 50% 1 50% 4 0% EX 0 79% EX 8 24% EX 5 39% EX 3 84%
COMMERCIAL ENTRANCE LT
595
590
600 5511 OAKVILLE SHOPPING CENTER
585
580
h b i f 575
e d by t h t t h DESIGNED:
d u o I
h i h
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i f i t i p
b E s t i m a t e s R e p o r t s o r o t h e r D
y s e R E S P O N 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 A N S P O R T A T I O N
b e0 -10 -20 -30 -40 -50 -60 Sta. 50+19.94 R1
i
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( S H E E T 3 O F 3 ) C R O S S S E C T I O N S E N T R A N C E R E S U R F A C I N G B A U M G A R T N E R R O A D
STP-5547(603) 7196A-23 31H, 31J J. DOHRMANN
e d o c u m e n t s i n t e n d e d t o 4/3/2023 OF
AR-1749 B. KNIGHT 18 18
E. BURKART