QUANTITIES SHEET
INTENTIONAL BLANK SHEET
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NOTES
h i h n t s i n t e n d e d t o b e I h
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by 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 T. NEFF-SMITH
d o c u m e 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
12O, 11N T. WELZ
T.N.S. OF 32
WALK SPACE GREEN WALK BL MCKELVEY RD MCKELVEY ROAD - TANGENT SECTION SHOWN SPACE GREEN (VARIES) MATCH EXIST (VARIES) MATCH EXIST (DEPTH VARIES) EXIST P.C.C. (DEPTH VARIES) EXIST AGGREGATE BASE INTEGRAL CURB EXIST 6" WALK SPACE GREEN WALK BL MCKELVEY RD MCKELVEY ROAD - TANGENT SECTION SHOWN SPACE GREEN (VARIES) MATCH EXIST (VARIES) MATCH EXIST INTEGRAL CURB EXIST 6" MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE STA 217+31.00 TO 227+08.50 TYPE X BITUMINOUS PAVEMENT TYPE D BITUMINOUS PAVEMENT SOIL BASE SUPERPAVE ASPHALTIC CONCRETE WALK SPACE GREEN WALK BL MCKELVEY RD MCKELVEY ROAD - TANGENT SECTION SHOWN SPACE GREEN (VARIES) MATCH EXIST (VARIES) MATCH EXIST (DEPTH VARIES) EXIST P.C.C. (DEPTH VARIES) EXIST AGGREGATE BASE INTEGRAL CURB EXIST 6" MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE STA 227+08.50 TO 229+50.00 LANE MEDIAN CONCRETE RAISED TURN LANE S H E E T 1 O F 3 T Y P I C A L S E C T I O N S 3 STA 205+32.77 TO 217+31.00 STA 178+41.39 TO 201+04.64 3" MILL 3" MILL REPAIR (NON-REINFORCED) 10" CONCRETE PAVEMENT 4" TYPE 5 AGGREGATE OF CONCRETE PAVEMENT REPAIR. SEE ROADWAY PLAN SHEETS FOR LOCATION 4) ST LOUIS COUNTY. DETERMINED DURING STRIPING OPERATIONS BY LANE WIDTHS MAY VARY AND SHALL BE 3) OPERATIONS. CURBING DURING MILL AND OVERLAY CONTRACTOR SHALL PROTECT EXISTING 2) STANDARD DETAILS. DISABILITIES ACT AND ST LOUIS COUNTY ACCORDANCE WITH THE AMERICANS WITH ALL SIDEWALK SHALL BE PLACED IN 1)
SAWCUT SAWCUT
SAWCUT SAWCUT (NON-REINFORCED) 9" CONCRETE BASE REPAIR
MIXTURE SP125 (PG 70-22)CLP 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22)C 1.25" SUPERPAVE ASPHALTIC CONCRETE 4" TYPE 5 AGGREGATE
10" CONCRETE PAVEMENT REPAIR
(NON-REINFORCED)
EXIST. INLET BEYOND INLET CURB/GUTTER VERTICAL EXIST. INTEGRAL
FULL DEPTH PAVEMENT REPAIR ASPHALT FULL DEPTH PAVEMENT REPAIR CONCRETE
4 33' RT
3'± 0.5'± PAVEMENT EXIST.
OVERLAY MILLING & PROP.
SB OUTER LANE OF ST. CHARLES ROCK ROAD, MCKELVEY ROAD, 71' NORTH TOTAL LENGTH 11.0 INCHES ON 9.0 INCHES OF PCCP ON AN AGGREGATE BASE, 2.0 INCHES OFSUPERPAVE ASPHALTIC CONCRETE
17' LT
8 STA 207+53.82, 19' RT LANE OF HWY 70 BRIDGE, NB OUTER MCKELVEY ROAD, 191' NORTH TOTAL LENGTH 10.0 INCHES 10.0 INCHES OF PCCP ON
NAVD88 (SLC2011A) ELEV = 496.48 FT US (OR) 151.327 METER NGVD29
ELEV = 496.84 FT US "SQ" ON THE NORTHEAST END OF THE SOUTH
HEADWALL; 188' SOUTHWEST OF THE CENTERLINE OF ST CHARLES ROCK
ROAD AND 50' SOUTHEAST OF THE CENTERLINE OF MCKELVEY ROAD.
SP MO EAST N=323758° E=256366° METER - ESTIMATED ROUGH
NAD83 LAT=38.750685°±(N/+) LONG=90.426763°±(W/-)
8241 8252
SP
METER NGVD29
8303
NAVD88 (SLC2011A) ELEV = 502.76 FT US (OR) 153.242 METER NGVD29
ELEV = 503.05 FT US "L" ON THE NORTHEAST CORNER OF THE
CENTERLINE OF NATURAL BRIDGE ROAD AND 93' WEST OF THE OF NATURAL BRIDGE ROAD AND MCKELVEY ROAD; 38' SOUTH OF THE CONCRETE BASE OF A SIGNAL CONTROL BOX AT THE SOUTHWEST CORNER
8304
INLET SUMP (4.5'± TYP.) 0.5'± PAVEMENT MILLING DETAIL "D" (3" MILL - VERTICAL CURB) PAVEMENT SURFACING AND TEXTURING AT INLET MCKELVEY ROAD INVESTIGATIVE CORE DRILLING REPORT CORE NO. LOCATION DESCRIPTION 1 STA 254+47.44, 6' LT INNER LANE OF NATURAL BRIDGE, SB MCKELVEY ROAD, 65' SOUTH TOTAL LENGTH 9.5 INCHES BITUMINOUS PAVEMENT ON AN AGGREGATE BASE, ASPHALTIC CONCRETE ON 7.5 INCHES OF TYPE C MICROSURFACING ON 2.0 INCHES OFSUPERPAVE 2 STA 243+00.46, 18' RT LANE OF MONTER DRIVE, NB OUTER MCKELVEY ROAD, 243' SOUTH TOTAL LENGTH 8.0 INCHES BITUMINOUS PAVEMENT ON AN AGGREGATE BASE, ASPHALTIC CONCRETE ON 6.0 INCHES OF TYPE C MICROSURFACING ON 2.0 INCHES OF SUPERPAVE 3 STA 231+45.41,
CONCRETE BASE OF A SIGNAL CONTROL BOX ON THE EAST SIDE OF ELEV = 579.88 FT US "L" ON THE SOUTHWEST CORNER OF THE NAVD88 (SLC2011A) ELEV = 579.61 FT US (OR) 176.664 METER NGVD29
MCKELVEY ROAD AND 24' NORTH OF THE PROJECTED CENTERLINE OF THE #2 AT #3365 MCKELVEY ROAD; 47' EAST OF THE CENTERLINE OF MCKELVEY ROAD AT PATTONVILLE FIRE PROTECTION DISTRICT STATION
DRIVEWAY TO THE PARKING LOT OF #3365 MCKELVEY ROAD.
SP MO EAST N=323354° E=255831± METER - ESTIMATED ROUGH
NAD83 LAT=38.747050°±(N/+) LONG=90.432922°±(W/-)
8338
NAVD88 (SLC2011A) ELEV = 502.11 FT US (OR) 153.042 METER NGVD29
ELEV = 502.40 FT US FOUND "L" ON THE NORTHERNMOST CORNER OF A
19.5'X1' CONCRETE HEADWALL AT THE NORTHEAST END OF A BOX CULVERT
UNDER WOODFORD WAY DRIVE FOR A PAVED DRAINAGE DITCH IN THE
CENTER MEDIAN OF BONFILS DRIVE, APPROXIMATELY 0.2 MILES
BRIDGE ROAD AND MCKELVEY ROAD; ROUGHLY 28 FEET NORTHEAST OF THE NORTHEAST ALONG BONFILS DRIVE FROM THE INTERSECTION WITH NATURAL
CENTERLINE OF WOODFORD WAY DRIVE AND 20 FEET EAST OF THE
CENTERLINE OF THE SOUTHBOUND LANES OF BONFILS DRIVE.
SP MO EAST N=324527° E=257079° METER - ESTIMATED ROUGH
NAD83 LAT=38.757608°±(N/+) LONG=90.418553°±(W/-)
8354
NAVD88 (SLC2011A) ELEV = 593.74 FT US (OR) 180.971 METER NGVD29
ELEV = 594.01 FT US FOUND “L” ON THE TOP NORTHWEST CORNER AT
WEST END OF THE SOUTHWEST WING WALL OF THE MCKELVEY ROAD BRIDGE
OVER INTERSTATE 270 JUST SOUTH OF THE SIDEWALK ALONG THE SOUTH
SIDE OF MCKELVEY ROAD, AND NORTH OF THE WESTERNMOST CHAIN LINK
FENCE POST OF THE FENCE ALONG THE SOUTH SIDE OF SIDEWALK FOR
JOINT, AND 42 FEET MORE OR LESS SOUTH OF THE CENTERLINE OF BRIDGE; ROUGHLY 11 FEET WEST OF THE BRIDGE DECK EXPANSION
MCKELVEY ROAD.
SP MO EAST N=322751.3° E=255059.8° METER - SUBMETER ROUGH
NAD83 LAT=38.741625°±(N/+) LONG=90.441798°±(W/-)
e d by I
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S H E E T 3 O F 3 T Y P I C A L S E C T I O N S BENCHMARK
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08/17/2022 * SEE PLANS FOR LOCATION OF CORES
LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
h i h
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i f t h t t h STP-5558(611) 6963E-23 12O, 11N R.G. OF 32
e d o c u m e n t s i n t e n d e d t o b e I h 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
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 08/17/2022 T. NEFF-SMITH
T.WELZ
CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC VALVE WATER VALVE WATER HYDRANT FIRE PEDESTAL TELEPHONE PULLBOX FIBER OPTIC DETAIL B RAMP SEE CURB DETAIL B RAMP SEE CURB DETAIL A RAMP SEE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB SIGN MANHOLE TELEPHONE FENCE UTILITY POLE GUY WIRE LIGHT SIGN SIGN LIGHT FENCE SIGN UTILITY POLE GUY WIRE GUY WIRE LIGHT LIGHT FENCE SIGN SIGN (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (UIP) (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.) (RELOC.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) (UIP) (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.) 12O2-063D DOUBLE CURB INLET 12O2-067D DOUBLE CURB INLET (U.I.P.) 12O2-068D DOUBLE CURB INLET 12O2-064D AREA INLET 12O2-069D CURB INLET 12O2-070D CURB INLET 12O2-071D FLARED END SECTION A U TU M N LA K E S D R (U.I.P.) ACCESS POINT TELEPHONE 68 DATED 02-28-2021 RPT 21-281412-KEE TITLE PARTNERS AGENCY LLC 3011 AUTUMN SHORES DR 12O640205 7302/456 AUTUMN LAKES ASSOCIATION N/F 67 NO TITLE COMMITMENT PROVIDED 3140 MCKELVEY RD 12O640214 23002/482 TRUSTEES GROSS REV TRUST & GLADYS L GROSS JOHN C GROSS III N/F PB 201 PG 59 SECTION 1 RECREATION AREA AUTUMN LAKES PLAT 1 PART LOT 5 PB 45 PG 1 PARKWOOD ACRES 3101 McKELVEY RD 12O640283 CHAMP 12O640272 MARYLAND HEIGHTS 12O640294 BRIDGETON 8895/933 ZOLTEK PROPERTIES INC N/F M ATC H LI N E STA 1 8 3 + 0 0 S H E E T 1 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW EXIST ROW 7315/1649 16.5'W PHONE ESMT (PB 208 PG 3) & ELEC ESMT 10'W PHONE (PB 201PGS 57-58) CL 10'W ESMT 5 W ESM T (PB 4 5 PG 1 ) 5 W ESM T (PB 4 5 PG 1 ) 6 BEGIN STA. 178+41.39 RAMP REPLACEMENT P.S.E. P.S.E.
LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
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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 08/17/2022 T. NEFF-SMITH
STP-5558(611) 6963E-23 12O, 11N R.G. OF 32
CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK VALVE GAS VALVE GAS VALVE GAS PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC ACCESS POINT DETECTOR LOOP ACCESS POINT DETECTOR LOOP ACCESS POINT DETECTOR LOOP ACCESS POINT DETECTOR LOOP DETAIL E RAMP SEE CURB DETAIL F RAMP SEE CURB DETAIL F RAMP SEE CURB DETAIL E RAMP SEE CURB SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB CONTROL BOX TELEPHONE SIGN MANHOLE TELEPHONE MANHOLE TELEPHONE (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.) (T.B.R.) (RELOC.) (T.B.R.) (T.B.R.) (RELOC.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (T.B.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.) (T.B.R.) (U.I.P.) (T.B.R.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) NO MSD ID CURB INLET NO MSD ID DOUBLE CURB INLET NO MSD ID AREA INLET O L D S T C H A R L E S R D O L D S T C H A R L E S R D LOT 53 9 LOT 1 PB 204 PG 67 KOMAN SUBDIVISION DATED 02-18-2021 RPT 21-281378-KEE TITLE PARTNERS AGENCY LLC 3165 MCKELVEY RD 11N110252 CHAMP 12N430407 BRIDGETON 22526/3557 3165 MCKELVEY ROAD LLC N/F 9 LOT 1 PB 204 PG 67 KOMAN SUBDIVISION DATED 02-18-2021 RPT 21-281378-KEE TITLE PARTNERS AGENCY LLC 3165 MCKELVEY RD 11N110252 CHAMP 12N430407 BRIDGETON 22526/3557 3165 MCKELVEY ROAD LLC N/F 58 LOT 52 DATED 03-02-2021 RPT 21-281408-KEE AGENCY LLC TITLE PARTNERS PLACE DR 12203 MCKELVEY 12N432111 23696/3060 (1/4 INTEREST) CAROLYN CASSEL (3/4 INTEREST) PAUL W DIETRICH N/F 57 DATED 03-02-2021 RPT 21-281407-KEE TITLE PARTNERS AGENCY LLC PLACE DR 12199 MCKELVEY 12N432120 (BEN DEED 22903/211) (SUBJECT TO) 20902/2093 MARY ANN RIETH N/F 55 LOTS 49 THRU PLACE TRACT 1 MCKELVEY 56 ADJUSTED LOT 1 PB 351 PG 613 TWO TRACTS OF LAND IN US SURVEY 729 BOUNDARY ADJUSTMENT PLAT OF DATED 05-10-2021 RPT 21-281406-KEE TITLE PARTNERS AGENCY LLC 12143 OLD ST CHARLES ROCK RD 12N430461 15368/1776(PAR 1) 6390/262 EXCEPTING OF BRIDGETON TRINITY BAPTIST CHURCH N/F M ATC H L I N E S T A 1 8 8 + 0 0 M A T C H L I N E S T A 1 9 3 + 5 0 AND GUTTER CONCRETE CURB (UIP) PULLBOX TRAFFIC (ATG) UTILITY POLE (UIP) PULLBOX TRAFFIC (UIP) 10 LOT 2 PB 204 PG 67 KOMAN SUBDIVISION NOT DATED - RECEIVED 07-2021 RPT 21-281379-KEE TITLE PARTNERS AGENCY LLC 3221MCKELVEY RD 11N110243 CHAMP 11N110234 BRIDGETON 19140/1372 QCD 19140/1368 SWD DISTRICT OF ST LOUIS THE JUNIOR COLLEGE N/F S H E E T 3 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW EXIST ROW EXIST ROW (PB 204 PG 67) 50 BLDG LINE 7764/190 10W PHONE ESMT 50 BLDG LINE (PB 204 PG 67) (PB 355 PG 35) 15 W ESMT 10'W ESMT (PB 330 PG 28) (PB 361PG 93) 22'W BLDG SETBACK (PB 355 PG 35) 15'W ESMT 10'W ESMT (PB 330 PG 28) 8 RAMP REPLACEMENT (RELOC.) (RELOC.) P.T.S.E.
R E S U R F A C I N G M c K E L V E Y R O A D
T.WELZ
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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
by d i l i t s i n t e n d e d t o b e I h
h i h i f t h t t h DESIGNED:
y l i i d b
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R E S U R F A C I N G M c K E L V E Y R O A D
i
d u o 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 08/17/2022 T. NEFF-SMITH
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CONCRETE WALK CONCRETE WALK CONCRETE WALK HYDRANT FIRE VALVE WATER VALVE WATER PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX FIBER OPTIC PEDESTAL TELEPHONE SIGN SIGN SIGN SIGN SIGN SIGN SIGN UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB SIGN TREE TREE TREE (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.) (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.) NO MSD ID CURB INLET NO MSD ID GRATE INLET NO MSD ID CURB INLET NO MSD ID CURB INLET NO MSD ID AREA INLET NO MSD ID CURB INLET NO MSD ID CURB INLET MANHOLE TELEPHONE (U.I.P.) 10 LOT 2 PB 204 PG 67 KOMAN SUBDIVISION NOT DATED - RECEIVED 07-2021 RPT 21-281379-KEE TITLE PARTNERS AGENCY LLC 3221 MCKELVEY RD 11N110243 CHAMP 11N110234 BRIDGETON 19140/1372 QCD 19140/1368 SWD DISTRICT OF ST LOUIS THE JUNIOR COLLEGE N/F 55 ADJUSTED LOT 2 PB 351 PG 613 TWO TRACTS OF LAND IN US SURVEY 729 BOUNDARY ADJUSTMENT PLAT OF NO TITLE COMMITMENT PROVIDED 3220 MCKELVEY RD 12N430470 15368/1776(PAR 1) 13936/658 & CITY OF BRIDGETON N/F 55 ADJUSTED LOT 2 NO TITLE COMMITMENT PROVIDED 3220 MCKELVEY RD 12N430470 15368/1776(PAR 1) 13936/658 & CITY OF BRIDGETON N/F PB 351 PG 613 IN US SURVEY 729 TWO TRACTS OF LAND BOUNDARY ADJUSTMENT PLAT OF 54 LOT 1 PB 124 PG 56 CHAPARRAL COMMITMENT PROVIDED NO TITLE 3226 MCKELVEY RD 11N110225 12120/2438 (BOTH SINGLE) & GERALD JACKSON LOUIS G JACKSON N/F M A T C H L I N E S T A 1 9 3 + 5 0 M ATC H LI N E STA 198 + 50 11 NO TITLE COMMITMENT PROVIDED 3235 MCKELVEY RD 11N110133 (EXCEPT MODOT ROW 6888/1217) OF 3709/159, 3730/229 & 3730/236 FORMERLY PART MODOT ROW PAR 1 AS ORIGIN OF PARCEL. FROM MODOT 4990/460 SEE PRIOR QCD 14059/543 JADCO PROPERTIES LLC N/F SIGN (U.I.P.) TREE LINE (U.I.P.) NO MSD ID MANHOLE (U.I.P.) AND GUTTER CONCRETE CURB (UIP) NOT DATED - RECEIVED 07-2021 RPT 21-281405-KEE TITLE PARTNERS AGENCY LLC 3232 MCKELVEY RD 11N110151 10916/1771 & LISA A JENKINS PAUL G JENKINS N/F PB 124 PG 56 CHAPARRAL LOT 2 53 UTILITY POLE (U.I.P.) (U.I.P.) MAILBOX (U.IP) CONCRETE WALK (U.I.P.) 11N4-042S MANHOLE (U.I.P.) MAILBOX S H E E T 4 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW EXIST ROW EXIST ROW PB 204 PG 67 7255/391& MSD ESMT 7764/190 10W PHONE ESMT 7255/391& PB 204 PG 67 CL 10W MSD ESMT 1951/224 ST LOUIS CO 6X25 ESMT TO 7206/1489 SLC PDE 35X50 7764/190 10W PHONE ESMT 5 5 / 3 9 1 & P B 2 7 C S D E S M T ( P B 21 4 P G 5 )6 01 W SE M T C L 01 W WES RE MSE T 7871/0336 9 RAMP REPLACEMENT RAMP REPLACEMENT P.S.E.
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LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
by d i l i t s i n t e n d e d t o b e I h
h i h i f t h t t h DESIGNED:
y l i i d b
l l t h h
t
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
d d
i
R E S U R F A C I N G M c K E L V E Y R O A D
i b i l ity f
S
d u o 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 08/17/2022 T. NEFF-SMITH
y s e ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
y p t
e d o c u m e STP-5558(611) 6963E-23 12O, 11N R.G. OF 32
CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL VALVE GAS VALVE WATER MAILBOX MAILBOX SIREN PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC PULLBOX FIBER OPTIC PEDESTAL TELEPHONE LIGHT SIGN SIGN SIGN SIGN SIGN SIGN SIGN UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE SIGNAL TRAFFIC AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB FENCE MANHOLE TELEPHONE TREE LINE SIGNAL TRAFFIC LINE SHRUB (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.) (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.) (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.) (U.I.P.) (U.I.P.) (U.I.P.) 11N4-077D GRATE INLET 11N4-076D GRATE INLET 11N4-070D CURB INLET NO MSD ID MANHOLE NO MDS ID CURB INLET 11N4-073D CURB INLET NO MDS ID MANHOLE NO MSD ID CURB INLET NO MSD ID CURB INLET NO MSD ID MANHOLE 50 NO TITLE COMMITMENT PROVIDED 3370 MCKELVEY RD 11N120592 ESMTS (A.1) THRU (A.6). SIX PRIVATE BILLBOARD RELATED TO THE GRANTORS OF 23788/1229 SAID ADDENDUM FURTHER RESERVED SIGN LOCATION LEASES. OR INTEREST IN TWO UNSPECIFIED AS ANY CONTRACTUAL RIGHT, TITLE SALE TWO BILLBOARDS AS WELL 23788/1229 EXCLUDING FROM ESTATE ATTACHED TO DEED CONTRACT FOR SALE OF REAL SUBJECT TO ADDENDUM TO 24646/772 EXCAVATING LLC CR CONSTRUCTION & N/F 49 NO TITLE COMMITMENT PROVIDED 3380 MCKELVEY RD 11N120602 TRUSTEE 23846/2206 DEED TO ANY ACTING SUBJECT TO BENEFICIARY 23442/2084 DIANNE M RUGGERI N/F 12 DATED 02-18-2021 RPT 21-281380-KEE TITLE PARTNERS AGENCY LLC 3365 MCKELVEY RD 11N120611 10521/347 FIRE PROTECTION DISTRICT PATTONVILE BRIDGETON TERRACE N/F LOT 2B PB 335 PG 50 OF BRIDGETON ACRES RESUB OF PART OF LOT 1 RESUB OF LOT 2 OF THE 13 LOT 1 PB 358 PG 221 SSM DEPAUL HEALTH CENTER RESUB OF LOT B-1 OF NO TITLE COMMITMENT PROVIDED (SOUTH OF DE PAUL DR) (PART LOT 1 PB 358 PG 221) (LOT A OF PB 353 PG 167 &) 12260 DE PAUL DR 11N130092 (EXEMPT) PER 11590/2688 CORPORATE NAME CHANGE 10484/232 CENTRAL REGION SSM HEALTH CARE N/F M A T C H L I N E S T A 2 0 4 + 0 0 M A T C H L I N E S T A 2 0 9 + 5 0 S H E E T 6 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW (PB 335 PG 50) 10'W SAN SEWER ESMT (PB 335 PG 50) 10W SAN SEWER ESMT (NOT SHOWN PB 358 PG 221) APPROX 10W PHONE ESMT 7473/649 (NOT SHOWN PB 355 PG 50) APPROX 10W PHONE ESMT 7473/649 (PB 335 PG 50) 10W SAN SEWER ESMT 17326/34 2 TELEPHO NE ESM T V ARIABLE W I DTH 8 8 / 1 2 2 9 ( A 1 ) & E G R E S L B O A R D I N G R E S S A P P R O X 1 0 W G A S E S M T 11 STA. 205+32.77 END BRIDGE OMISSION RAMP REPLACEMENT RAMP REPLACEMENT POSSIBLE DUE TO ROW NEEDS RAMP REPLACEMENT NOT (U.I.P.)
e d by 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
n T.WELZ
i
1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED.
17
(SUBJECT TO 23796/3002) 23796/2998 HIMMELSTEIN INVESTMENTS LLC N/F 18
3533 MCKELVEY RD 11N230473
LOT 7 PB 295 PG 51 PLAZA AT DEPAUL NOT DATED RECEIVED 07-2021 RPT 21-281384-KEE TITLE PARTNERS AGENCY LLC
(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.)
LOT 6 PB 295 PG 51 PLAZA AT DEPAUL DATED 05-11-2021 RPT 21-281385-KEE TITLE PARTNERS AGENCY LLC
LEGEND PROPOSED CONCRETE SIDEWALK
12220 ST CHARLES ROCK RD 11N230464
M OD T IARGAN E MSE T
359/9236 & 881/1336 & 191/1336
18
M D O T D R IA N GA E E M T
SE M 1 2 5 7 2/ 2 7
M D O T D R IA N GA E
SE M T 1 2 5 2/ 2 7
36 2 59/9 3 & 36 3 1 1/ 8 8 & 6 3 1 / 19
LOT 6 PB 295 PG 51 PLAZA AT DEPAUL DATED 05-11-2021 RPT 21-281385-KEE TITLE PARTNERS AGENCY LLC
T R 2
12220 ST CHARLES ROCK RD 11N230464
E S 2 4 7 2 2 / 7
M D T R IA N GA E 7473/649 10'W PHONE ESMT
S T C H A R L E S R O C K
M O D O S I G N A L 2 4 4 6 4 8 8
EX I S T R O W 7473/649 10'W PHONE ESMT 7473/649 10'W PHONE ESMT 7473/649 10'W PHONE ESMT
UTILITY POLE
NOTES METER WATER VALVE GAS
SIGN SIGN SIGN SIGN UTILITY POLE UTILITY POLE
PEDESTAL TELEPHONE PEDESTAL TELEPHONE
EXIST ROW
N A L E S
e d o c u m e STP-5558(611) 6963E-23 SHEET
GUY WIRE (U.I.P.)
(U.I.P.)
CONCRETE WALK CONCRETE WALK
(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.) (UI.P) (U.I.P.) (U.I.P.)
CONCRETE WALK PULLBOX TRAFFIC METER WATER
PART LOT 5 PB 135 PG 24 BRIDGETON SQUARE DATED 03-02-2021 RPT 21-281398-KEE TITLE PARTNERS AGENCY LLC
23708/259 PLAZA DE PAUL LLC N/F 42
20694/2785 3550 MCKELVEY HOLDINGS LLC N/F
3550 MCKELVEY RD 11N230152
M A T C H L I N E S T A 2 2 6 + 0 0 MCKELVEY ROAD
AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB LIGHT
(U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.)
(U.I.P.)
END STA. 227+04.76 TO ROW NEEDS NOT POSSIBLE DUE RAMP REPLACEMENT
GUARDRAIL GUARDRAIL
ELEC ESMT 7718/994 & UTILITY ESMT 5'W SLC WALK
10402/1053 10 'W
MSD ESMT APPROX LOCATION
NO MSD ID CURB INLET NO MSD ID MANHOLE NO MSD ID MANHOLE NO MSD ID CURB INLET SQUARE BRIDGETON
EXIST ROW EXIST ROW
LOT 1
12504/431 LION PETROLEUM INC N/F
23708/259 PLAZA DE PAUL LLC N/F PB 135 PG 24 BRIDGETON SQUARE 41 DATED 05-07-2021 RPT 21-281397-KEE TITLE PARTNERS AGENCY LLC
M D O A L K & 24466/4488 SIGNAL ESMT
MoDOT WALK & ESMT 6739/264 5'W SLC UTILITY & WALK ESMT 6328/1022 MoDOT DRAINAGE 4358/315 10 W
12218 ST CHARLES ROCK RD 11N230501
R D S T C H A R L E S R O C K
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
R D
by d i l i d e d t o b e I h
l l t h h t s
y l i i d b
7706/1957 & UTILITY ESMT 5'W SLC WALK 15
h i h i f t h t t h DESIGNED:
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 ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
i
i b i l ity f
i
S
d u o 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 08/17/2022 T. NEFF-SMITH
i n t e n T.WELZ
e d by 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
M A T C H L I N E S T A 2 3 1 + 5 0 S H E E T 1 0 O F 1 5 R O A D W A Y P L A N
R E S U R F A C I N G M c K E L V E Y R O A D
n 12O, 11N R.G. OF 32
SHEET NOTES
b
e d o c u m e n
y s e
d u o
h i h
e d by
by d i l i STP-5558(611) 6963E-23
y l i i d
i b i l ity 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
i
R
i b
S i f t h t t h DESIGNED:
l l t h h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
E
t
12O, 11N R.G. OF 32 T.WELZ R E S U R F A C I N G M c K E L V E Y R O A D 1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED. LEGEND PROPOSED CONCRETE SIDEWALK 3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N MCKELVEY ROAD CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK METER WATER HYDRANT FIRE VALVE WATER PEDESTAL TELEPHONE CONTROL BOX TELEPHONE WALL RETAINING CONCRETE VALVE WATER SIGN SIGN SIGN SIGN SIGN SIGN SIGN UTILITY POLE UTILITY POLE GUARDRAIL MANHOLE TELEPHONE TREE SHRUB LINE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB MANHOLE WATER (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.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (A.T.G.) (A.T.G.) 11N2-089S MANHOLE 11N2-088S MANHOLE NO MDS ID CURB INLET NO MSD ID MANHOLE NO MSD ID GRATE INLET WATER VALVE 20 LOT 1 PB 351 PG 205 FRANKS BRIDGETON RESUB OF LOTS 1 & 2 OF NO TITLE COMMITMENT PROVIDED 12275 & 12253 ST CHARLES ROCK RD 11N510414 & 11N520361 13836/142 INTERNAL PRIOR LOT PART PER 6311/2235 PART PER 6311/2228 TARGET STORES INC N/F 40 ADJUSTED LOT 1 PB 353 PG 8 K AND LSUBDIVISION BNDRYADJPLAT LOTS 1& 2 NOT DATED - RECEIVED 07-2021 RPT 21-281396-KEE TITLE PARTNERS AGENCY LLC 12171ST CHARLES ROCK RD 11N240740 20222/3545 LCRF LLC N/F 39 LOT 5 PB 110 PG 9 BINER'S SUBDIVISION NO TITLE COMMITMENT PROVIDED 3732 MCKELVEY RD 11N240621 ARLINGTON SUBD IN REAR. 6853/999 PT OF 6664/612 LOT 5 ROY & NANCY SWANTNER N/F 38 PB 110 PG 9 BINER'S SUBDIVISION LOT 4 & PT LOT 3 NO TITLE COMMITMENT PROVIDED 3740 MCKELVEY RD 11N520011 6289/1740 & NANCY K SWANTNER ROY E SWANTNER N/F 37 PB 110 PG 9 BINER'S SUBDIVISION PT LOT 3 NO TITLE COMMITMENT PROVIDED 3744 MCKELVEY RD 11N520020 (LOT 3 EXCEPT 5685/170) 21719/1002 BRADY NELSON IRREVOCABLE TRUST N/F M A T C H L I N E S T A 2 3 7 + 0 0 VALVE GAS SIGN UTILITY POLE GUY WIRE GUARDRAIL (TBR) (U.I.P.) (U.I.P.) (U.I.P.) M A T C H L I N E S T A 2 3 1 + 5 0 FENCE (U.I.P.) 19 DATED 03-24-2021 RPT 21-281386-KEE TITLE PARTNERS AGENCY LLC 12221 ST CHARLES ROCK RD 11N230538 21496/4250 HEATHER M HARSTINE (7.65%) PHILIP S HARSTINE AND PHILIP S HARSTINE (9.35%) MODENT LLC (83%) N/F 20 LOT 1 PB 351 PG 205 FRANKS BRIDGETON RESUB OF LOTS 1 & 2 OF NO TITLE COMMITMENT PROVIDED 12275 & 12253 ST CHARLES ROCK RD 11N510414 & 11N520361 13836/142 INTERNAL PRIOR LOT PART PER 6311/2235 PART PER 6311/2228 TARGET STORES INC N/F S H E E T 1 1 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW EXIST ROW EXIST ROW 7895/1961 15'W WATER ESMT 6 6 5 0 / 1 7 9 7 1 0 W M T ( P B 2 4 2 P G 4 4 ) (PB 242 PG 44) 50W ACCESS ESMT 24504/945 WALK ESMT 3'W MoDOT ( P B 1 1 0 P G ) 1 0 W S M T 4 0 3 / 1 5 5 W E C E S M ( ) E L E C T R I C & P H O N E E S M T (PB 242 PG 44) APPROX 10'W ELECTRIC ESMT 7895/1961 15'W WATER ESMT (PB 242 PG 44) APPROX 10'W MSD ESMT 16 REPLACEMENT RAMP REPLACEMENT RAMP REPLACEMENT RAMP REPLACEMENT RAMP BEGIN STA 233+4700 POSSIBLE DUE TO ROW NEEDS RAMP REPLACEMENT NOT (RELOC) P.S.E. P.S.E.
l i
i f i t i p 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 08/17/2022 T. NEFF-SMITH
1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED.
LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
h i h
d u o
y l i i d
e d by DESIGNED:
by d i l i
l l t h h
i b i l ity f
S
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
i
d d
f
i
b ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
i f t h t t h STP-5558(611) 6963E-23 SHEET NOTES 12O, 11N R.G. OF 32
e d o c u m e n t s i n t e n d e d t o b e I h 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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
y s e 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 08/17/2022 T. NEFF-SMITH
R T.WELZ
R E S U R F A C I N G M c K E L V E Y R O A D
CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK VALVE GAS VALVE GAS HYDRANT FIRE VALVE GAS VALVE WATER DETAIL O RAMP SEE CURB DETAIL P RAMP SEE CURB DETAIL P RAMP SEE CURB FLARED END SECTION FLARED END SECTION UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE GUY WIRE GUY WIRE MANHOLE TELEPHONE SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN PULLBOX TRAFFIC TREE LINE UTILITY POLE PIPE CULVERT FENCE AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER CONCRETE CURB (U.I.P.) (U.I.P.) (U.I.P.) (UIP) (UIP) (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.) (UI.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.) (A.T.G.) NO MSD ID CURB INLET 11N2-047S MANHOLE NO MSD ID CURB INLET 11N2-119S MANHOLE 11N2-098D AREA INLET 11N2-095D DOUBLE CURB INLET (U.I.P.) M O N T E R D R NO MSD ID DOUBLE CURB INLET 12116-22 MONTER DR 23338/3376(REC PAR D) 23338/3376(REC PAR C) 12124-30 MONTER DR 3 3 8 / 3 6 ( R E C A R D ) 1 2 62 2 M N T E R 1 2 1 4 06 M O N R D R 2 3 8 / 3 3 7 ( R E C P A ) PB 133 PG 99 CHATEAU DU MONT RESUB OF DATED 05-11-2021 RPT 21-281395-KEE TITLE PARTNERS AGENCY LLC 12028-12146 MONTER DR EVEN ADDRESSES ONLY (IN PB 133 PG 99) 11N611078 (SW OF MONTER DR) 23338/3376 CS DU MONT LLC HB DU MONT LLC CHATEAU DU MONT 2018 LLC N/F 1 2 1 1 62 2 M O N T E R D R 2 3 3 3 8 / 3 3 7 6 ( R E C P A R D ) 2 3 3 3 8 / 3 3 7 6 ( R E C P A R E ) 1 2 1 0 81 4 M O N T E R D R 34 21 PB 165 PG 84 PART OF US SURVEY 130 SEE PLAT OF NO TITLE COMMITMENT PROVIDED 3765 MCKELVEY RD 11N520196 7382/332 CHURCH OF BRIDGETON TRINITY EVANGELICAL LUTHERAN N/F 22 LOT A PB 155 PG 74 PIERCE SUBDIVISION NO TITLE COMMITMENT PROVIDED 3801 MCKELVEY RD 11N520130 20044/115 EVERLAND CORP N/F 32 LOT B PB 263 PG 32 OF MCKELVEY SUBD RESUB OF LOT 3 NO TITLE COMMITMENT PROVIDED 3784 MCKELVEY RD 11N520231 23484/3489 3784 MCKELVEY LLC N/F PB 133 PG 99 CHATEAU DU MONT RESUB OF 33 RPT 21-281394-KEE DATED 05-11-2021 TITLE PARTNERS AGENCY LLC 12005-12123 MONTER DR ODD ADDRESSES ONLY (IN PB 133 PG 99) 11N611089 (NE OF MONTER DR) 23338/3376 CS DU MONT LLC HB DU MONT LLC CHATEAU DU MONT 2018 LLC N/F LOT 7 PB 93 PG 8 BRITTANY ACRES M ATC H LI N E STA 242+50 M A T C H L I N E S T A 2 4 8 + 0 0 S H E E T 1 3 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW EXIST ROW EXIST ROW (PB 133 PG 99) 10'W ESMT (PB 133 PG 99) 10'W ESMT (PB 133 PG 99) 10W ESMT (PB 133 PG 99) 10'W ESMT 1 0 W G A S S M T 4 2 1 / 1 6 A P R O X C A T I ( B 1 3 3 P G 9 9 ) 1 0 8288/1288 TO CITY O F BRIDGETO N APPRO X STO RM ESM T 64 62/1598 D RAI N D I TC ESM T 5 W O P E PAV ED (PB 133 PG 99) 25 W ELEC ESMT (PB 128 PG 98) CL 10'W ESMT 7.5'W ESMT (PB 128 PG 98) (PB 155 PG 74) 55W ESMT UTILITY ESMT (PB 155 PG 74) 10'W ROAD MAINT WALK & SERVICE CORP 3881/57 SEW ER ESMT TO BONFILS APPROX LOCATION 25'W W ITHIN PRIOR RAIL ROW SHOW N PER PB 155 PG 74 50 W ELEC ESMT 1769/480 AS (PB 155 PG 74) (IF ALONG PLAT LINE) ESTIMATED 10'W SEW ER ESMT PER 18 NEAREST JOINT END PAVEMENT AT TO ROW NEEDS NOT POSSIBLE DUE RAMP REPLACEMENT TO ROW NEEDS NOT POSSIBLE DUE RAMP REPLACEMENT (RELOC.) P.S.E. P.S.E.
1) MILLING AND OVERLAY LIMITS SHALL EXTEND TO THE END OF RADIUS RETURN ON CONNECTING ASPHALT SIDE STREETS UNLESS OTHERWISE NOTED.
LEGEND PROPOSED CONCRETE SIDEWALK
3" PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT N
MCKELVEY ROAD
y s e b
h i h
e d by I h
d u o
y l i i d
by d i l i
l l t h h
i b i l ity f
S
i f i t i p
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
i
d d
y p t f t h l i g
( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
e d o c u m e n t s i n t e n d e i f t h t t h DESIGNED:
d t o b 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 08/17/2022 T. NEFF-SMITH
STP-5558(611) 6963E-23 SHEET NOTES 12O, 11N R.G. OF 32
R E S U R F A C I N G M c K E L V E Y R O A D
CONCRETE WALK CONCRETE WALK CONCRETE WALK CONCRETE WALK VALVE GAS VALVE GAS VALVE GAS VALVE WATER PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL ELECTRIC METER HYDRANT FIRE PULLBOX TRAFFIC VALVE WATER PULLBOX FIBER OPTIC UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE GUY WIRE GUY WIRE GUY WIRE SIGNAL TRAFFIC SIGN SIGN SIGN SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGN SIGNAL TRAFFIC LINE SHRUB (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.) (UIP) (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.) 11N2-142D CURB INLET NO MSD ID AREA INLET NO MSD ID CURB INLET NO MSD ID MANHOLE 11N2-007S MANHOLE (U.I.P.) N A TU R A L B R ID G E R D N A TU R A L B R ID G E R D SURVEY 2038 PB 170 PG 44 PIERCE SUBDIVISION RESUB OF LOT B 25 LOT 1 DATED 05-11-2021 RPT 21-281390-KEE TITLE PARTNERS AGENCY LLC 3841 MCKELVEY RD 11N630644 16912/2831 (PAR 1) THOMAS & VIRGINIA BROWN N/F 26 DATED 05-02-2021 RPT 21-281391-KEE TITLE PARTNERS AGENCY LLC 12251 NATURAL BRIDGE RD 11N630680 18606/296 BIG G PROPERTIES LLC N/F PART LOT 1 PB 166 PG 17 OF CARROLLTON RESUB OF LOT A 27 PB 130 PG 81 OF CARROLLTON RESUB OF LOT B LOT 1 DATED 05-11-2021 RPT 21-281392-KEE TITLE PARTNERS AGENCY LLC 12239 NATURAL BRIDGE RD 11N630581 21054/788 MIM PETROLEUM LLC N/F 28 DATED 05-11-2021 RPT 21-281393-KEE TITLE PARTNERS AGENCY LLC 12234 NATURAL BRIDGE RD 11N630042 13923/1840 SMA GROUP LLC N/F M ATC H LI N E STA 253 + 00 S H E E T 1 5 O F 1 5 R O A D W A Y P L A N EXIST ROW EXIST ROW UTILITY ESMT (PB 155 PG 74) 10 W ROAD MAINT W ALK & 3654/82 10'W W ATER ESMT (PB 75 PG 41) SEWER ESMT (PB 155 PG 74) APPROX ESMT 7 5 W ESMT (PB 128 PG 98) PARTIALLY RELEASED 8517/187 10 W ELEC ESMT 5526/238 5448/573 10'W GAS ESMT 6135/493 10 W GAS ESMT ESMT 8592/2300 5'W BRIDGETON W ALK 20 END STA. 253+20.00 EXIST ROW PB 353 PG 104 BNDRYADJPLAT MCKELVEY/ROOSEVELT BANK ADJUSTED LOT A NO TITLE COMMITMENT PROVIDED 3820 MCKELVEY RD 11N611111 & 18238/1536 DIVORCE DECREE 18174/1925 8277/986,12507/2775 HARRY J MAUE N/F 29 (U.IP) SIGN EXIST ROW UTILITY POLE (U.I.P.) REPLACEMENT RAMP P.S.E.
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 0 20 40 60 SCALE IN FEET SCALE: 1" = 20'
T.WELZ
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
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08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
e d o c u m e n t s i n t e n d e d t o b 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 T. NEFF-SMITH
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6 0 0 5.00' 5.00' 5 .00' 5 00 5.00' 5 0 0 5.00' N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 DETAIL B SOUTH MCKELVEY ROAD AND AUTUMN LAKE DRIVE MCKELVEY ROAD A U TU M N LA K E D R MCKELVEY ROAD DETAIL A NORTH MCKELVEY ROAD AND AUTUMN LAKE DRIVE SIGN (U.I.P.) 12O2-067D DOUBLE CURB INLET 12O2-071D FLARED END SECTION FENCE SIGN SIGN LIGHT SIGN SIGN LIGHT 12O2-063D DOUBLE CURB INLET FENCE 12O2-068D DOUBLE CURB INLET (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.) 594.19 ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B X X X X X X X X X X X X X X X X X CURB RAMP TYPE B CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC EL XXX.XX EL 330.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME 594.61 ME EL XXX.XX EL XXX.XX X X EL XXX.XX EL XXX.XX X X X X XXX.XX ME 595.43 ME EL XXX.XX XXX.XX ME EL XXX.XX EL XXX.XX X X X X X 594.49 ME S H E E T 1 O F 8 C U R B R A M P D E T A I L S 21 X EL XXX.XX X X X X XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX X X EL XXX.XX X EL XXX.XX 8 3 3 % 8.33% CURB RAMP TYPE B X XXX.XX ME X XXX.XX ME TYPE A CURB (2) VARIABLE HEIGHT X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX X EL XXX.XX EL XXX.XX XXX.XX ME XXX.XX TC X XXX.XX ME XXX.XX TC X TYPE A CURB (2) VARIABLE HEIGHT X XXX.XX ME XXX.XX ME X XXX.XX ME X XXX.XX ME X MAX M A X M A X 594.21 ME EL XXX.XX EL XXX.XX EL XXX.XX 595.15 ME MAX 8 .33% 8 3 3 % XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC (RELOC.)
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
MCKELVEY ROAD AND
P L A C E D R M C K E L V E Y DETAIL C NORTH
DETAIL D SOUTH
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GRADE
LOCATION FLOW ARROW
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08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT
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12O640294 889 ZOLTEK PR 5.00' 5.00' 5.00' 4.23' 5 0 0 5.00' 5 0 0 5.00' 5.00' 5 0 0 N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15 MCKELVEY
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DETAIL E
5 0 0 500' 500' 5 .00' 5.00'
9.00' 6.00' 5 .00' 5.00' 5.00' 8.50' N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15
T
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.
DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW EL ME TC BC x
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e d o c u m e n t s i n t e n d e d t o b 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 T. NEFF-SMITH
I h b i f t h t t h 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
12O, 11N T. WELZ
T.N.S. OF 32
DETAIL F SOUTH MCKELVEY ROAD AND OLD ST CHARLES ROAD MCKELVEY ROAD C H A R L E S R D O L D S T C H A R L E S R D O L D S T PULLBOX TRAFFIC SIGN (T.B.R.) SIGNAL TRAFFIC MANHOLE TELEPHONE ACCESS POINT DETECTOR LOOP SIGN ACCESS POINT DETECTOR LOOP SIGNAL TRAFFIC SIGN ACCESS POINT DETECTOR LOOP SIGN SIGN PULLBOX TRAFFIC SIGNAL TRAFFIC VALVE GAS SIGN SIGN PULLBOX TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC PULLBOX TRAFFIC SIGN (RELOC.) (T.B.R.) (T.B.R.) (U.I.P.) (U.I.P.) (U.I.P.) (RELOC.) (RELOC.) (U.I.P.) (T.B.R.) (U.I.P.) (T.B.R.) (T.B.R.) (RELOC.) (U.I.P.) (T.B.R.) (T.B.R.) (U.I.P.) (T.B.R.) (T.B.R.) (U.I.P.) TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE A 610.55 ME XXX.XX TC 610.54 ME XXX.XX TC X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CURB RAMP TYPE D CURB RAMP TYPE B CURB RAMP TYPE B EL XXX.XX EL XXX.XX EL XXX.XX 611.02 ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX 610.08 ME 609.76 ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX 609.61 ME XXX.XX TC 609.71 ME XXX.XX TC 609.81 ME XXX.XX TC 609.94 ME XXX.XX TC 609.29 ME XXX.XX TC 609.08 ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX EL XXX.XX 610.29 ME 610.54 ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX X S H E E T 3 O F 8 C U R B R A M P D E T A I L S 611.62 ME X 611.13 ME X X 611.37 ME X EL XXX.XX 23 MAX 8.33% 8MAX . 33% 8MAX . 33% 8MAX . 33% X X X X X X X X X X X X X X X X X X X X X X X X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC TYPE A CURB (2) CURB (2) 6" TYPE A CURB (2) 6" TYPE A TYPE A CURB (2) VARIABLE HEIGHT EXIST ESMT EXIST ROW EXIST ROW EXIST ROW EXIST ESMT XXX.XX ME XXX.XX TC PULLBOX TRAFFIC (T.B.R.) P.T.S.E.
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
CHAPARRAL DRIVE
G NORTH
3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.
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08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
e d o c u m e n t s i n t e n d e d t o b 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 T. NEFF-SMITH
( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
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UTILITY POLE VALVE GAS VALVE WATER SIGN PULLBOX TRAFFIC TREE LINE GUY WIRE FENCE SIGN POLE UTILITY (U.I.P.) (U.I.P.) (U.I.P.) (T.B.R.) (U.I.P.) (T.B.R.) (U.I.P.) TREE LINE (U.I.P.) MAX 833% X X X X X X X X X X X X X X X CURB RAMP TYPE B CURB RAMP TYPE B CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT 598.92 ME 598.67 ME 599.53 ME 599.50 ME 599.43 ME 599.37 ME X X X X X X X X X X X 598.10 ME 598.18 ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX 598.23 ME XXX.XX TC 597.90 ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC 597.44 ME XXX.XX TC 597.48 ME XXX.XX TC EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT M A X 8 3 3 % X X X X 598.90 ME XXX.XX TC 598.89 ME XXX.XX TC EL XXX.XX EL XXX.XX X X EL XXX.XX 599.55 ME X S H E E T 4 O F 8 C U R B R A M P D E T A I L S X 599.58 ME X 599.54 ME X 599.53 ME X EL XXX.XX X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT 24 EL XXX.XX X X EL XXX.XX EL XXX.XX X M A X 8 3 3 % MAX 833% CURB (2) 6" TYPE A EXIST ROW EXIST ROW EXIST ROW (T.B.R.&R.B.O.) P.S.E. T.S.C.L. (RELOC.)
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.
5 0 0 5 0 0
DETAIL I SOUTH MCKELVEY
ROAD AND MARK TWAIN LANE
EL ME TC BC x
5 0 0 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
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h b i f t h t t h 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
12O, 11N T. WELZ
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M ARK TW AIN LN (U.I.P.) TREE LINE UTILITY POLE GUY WIRE NO MSD ID GRATE INLET FENCE SIGN PULLBOX TRAFFIC NO MSD ID CURB INLET SIGN (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (U.I.P.) (A.T.G.) (U.I.P.) (U.I.P.) CURB RAMP TYPE B MAX 833% X 597.71 ME XXX.XX TC TYPE A CURB (2) VARIABLE HEIGHT X X X X X X X X X X X X X X X X X X X TYPE A CURB (2) VARIABLE HEIGHT 597.82 ME XXX.XX TC XXX.XX EL 598.23 ME 598.13 ME XXX.XX EL XXX.XX EL CURB RAMP TYPE B TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT 597.62 ME XXX.XX TC 597.44 ME XXX.XX TC XXX.XX ME XXX.XX ME EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX X S H E E T 5 O F 8 C U R B R A M P D E T A I L S 25 EL XXX.XX MAX 833% EXIST ROW
MCKELVEY ROAD AND DEPAUL DRIVE
NOTES 1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%. 2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED. 3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM.
DETAIL J NW QUADRANT
DETAIL K NE QUADRANT MCKELVEY ROAD AND DEPAUL DRIVE
MCKELVEY ROAD
6.00' 6.00' 4 0 0
6 0 0
6 0 0
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N 0 5 SCALE IN FEET SCALE: 1" = 5'
10 15
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08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
DETAIL L SOUTH MCKELVEY ROAD AND DEPAUL DRIVE MCKELVEY ROAD MCKELVEY ROAD D E P A U L D R D E P A U L D R D E P A U L D R SIGN (U.I.P.) PULLBOX FIBER OPTIC PULLBOX TRAFFIC SIGN SIGNAL TRAFFIC PULLBOX TRAFFIC SIGNAL TRAFFIC SIGN PULLBOX ELECTRIC SIGN 11N4-027D CURB INLET PULLBOX TRAFFIC SIGNAL TRAFFIC CONTROL BOX TRAFFIC SIGNAL SIGNAL TRAFFIC PULLBOX TRAFFIC (RELOC.) (T.B.R.) (RELOC.) (T.B.R.) (T.B.R.) (T.B.R.) (RELOC.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (T.B.R.) (U.I.P.) (T.B.R.) (T.B.R.) S H E E T 6 O F 8 C U R B R A M P D E T A I L S 8MAX . 33% X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL ME XXX.XX ME XXX.XX XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL ME XXX.XX ME XXX.XX MAX8.33% 26 EXIST ROW EXIST ROW EXIST ROW EXIST ROW EXIST ESMT EXIST ESMT EXIST ESMT P.R.I.M.U.S.S.E. P.R.I.M.U.S.S.E. (T.B.R.) RETAINING WALL MODULAR BLOCK X XXX.XX ME XXX.XX TC X XXX.XX ME XXX.XX TC X XXX.XX EL X XXX.XX EL X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC X X X XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
3) VARIABLE HEIGHT TYPE A CURB WILL NOT BE PAID FOR SEPARATELY. CURB WILL BE INCLUDED IN THE REMOVE AND REPLACE CONCRETE SIDEWALK, CURB RAMP (7" THICK) PAY ITEM. 223+00
M NORTH
MCKELVEY ROAD
SOUTH
DETAIL
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EL ME TC BC x
e d by I
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y s e DESIGNED:
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by d i l i
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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
h b i f t h t t h 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
R E S U R F A C I N G M c K E L V E Y R O A D
12O, 11N T. WELZ
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e d o c u m e n t s i n t e n d e d t o b 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 T. NEFF-SMITH
( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
T.N.S. OF 32
08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
NOTES
1) ALL CROSS SLOPES AND RUNNING SLOPES ON LANDINGS TO NOT EXCEED 2.0%.
2) IN ORDER TO PREVENT TIPPING HAZARDS, RETURN CURBS AND NON-TRANSVERSABLE FLARES MAY BE USED ONLY WHEN NECESSARY. IF GRADING CAN BE PERFORMED TO SURROUNDING VEGETATION AREAS THAT IS SIMILAR TO ADJOINING SLOPES, VERTICAL CURBS ADJACENT TO THE PEDESTRIAN ACCESS ROUTE SHALL BE AVOIDED.
245+00
246+00 5.00' 6 0 0 6 00 5 0 0 500 5 0 0 5.00' 6.26' N 0 5 SCALE IN FEET SCALE: 1" = 5' 10 15
M O N T E R D R DETAIL
O
MCKELVEY ROAD
EL ME TC BC x
d u o I
e d by t
y s e DESIGNED:
h i h
y l i i d
by d i l i
l l t h h
i b i l ity f
S
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
h b i f t h t 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
R E S U R F A C I N G M c K E L V E Y R O A D
12O, 11N T. WELZ
d d
i
i
h ( 3 1 4 ) 3 3 98 4 3 1 S T L O U I S M O 6 3 1 0 1 7 2 0 O L I V E S T R E E T S U I T E 1 6 1 0
08/17/2022 LEGEND DETECTABLE WARNING SURFACE LEVEL LANDING AREA ELEVATION MATCH EXISTING TOP OF CURB BOTTOM OF CURB SPOT GRADE LOCATION FLOW ARROW
e d o c u m e n t s i n t e n d e d t o b 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 T. NEFF-SMITH
T.N.S. OF 32
NO MSD ID DOUBLE CURB INLET VALVE GAS 11N2-095D DOUBLE CURB INLET 11N2-047S MANHOLE GUY WIRE UTILITY POLE NO MSD ID CURB INLET VALVE WATER SIGN 11N2-098D AREA INLET SIGN GUY WIRE UTILITY POLE FENCE (A.T.G.) (U.I.P.) (RELOC.) (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.) CURB RAMP TYPE B 505.80 ME 505.67 ME TYPE A CURB (2) VARIABLE HEIGHT EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX TYPE A CURB (2) VARIABLE HEIGHT 502.59 ME XXX.XX TC 503.02 ME XXX.XX TC MAX 8.33% CURB RAMP TYPE B XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME EL XXX.XX XXX.XX ME EL XXX.XX CURB RAMP TYPE C X X X X X X X X X X X X X X X X X X X X X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX ME 500.64 ME 500.68 ME EL XXX.XX EL XXX.XX X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX X X X X X X X X X X X X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX XXX.XX ME X EL XXX.XX X EL XXX.XX X XXX.XX ME XXX.XX TC XXX.XX ME XXX.XX TC X X X X X X X X X EL XXX.XX X EL XXX.XX EL XXX.XX EL XXX.XX EL XXX.XX CURB RAMP TYPE B EL XXX.XX S H E E T 8 O F 8 C U R B R A M P D E T A I L S 28 VALVE WATER (A.T.G.) M A X 8 3 3 % M A X 8 3 3 % XXX.XX ME X EL XXX.XX TYPE A CURB (2) MAX 8.33% TYPE A CURB (2) VARIABLE HEIGHT TYPE A CURB (2) VARIABLE HEIGHT CURB (2) 6" TYPE A EXIST ROW EXIST ROW EXIST ESMT EXIST ROW EXIST ESMT E X I S T E S M T E X I S T R O W P.S.E. P.S.E. P.S.E. X EL XXX.XX X EL XXX.XX
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