COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
PRELIMINARY PLANS SULPHUR SPRING ROAD RESURFACING ST. LOUIS COUNTY PROJECT NO. AR-1826 FEDERAL PROJECT NO. STP-9901(659)
E-W GATEWAY TIP NO.
7124D-22 MSD:
MSD BASE MAP:
DESCRIPTION
PROJECT LIMITS
INDEX OF SHEETS
SYMBOLOGY
RIGHT-OF-WAY NEW
SHEET SOMMERSET EST PB 235 Pg 85
UNINCORPORATED
LO T 1
RIGHT-OF-WAY EXISTING
N
P L
PROPERTY LINE
NUMBER
DESCRIPTION
1
UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS W-WATER E-ELECTRIC
ALIGNMENT INFORMATION SHEET
Ì Ì
Ì
Ì
CITY OF
CURB RAMP DETAILS
WINCHESTER
42-47
SIGNAL PLAN
48-52
ITS INTERCONNECT PLAN
Ì
Ì
Ì
WOOD PRIVACY FENCE
CHAIN LINK FENCE
UTILITY POLE
DRIVEWAY
DOUBLE CURB INLET 24R2-280D
TREE
CONCRETE WALK
6" RCP
MANHOLE
HYDRANT
MANHOLE
15"
WATER METER
ELECTRIC PEDESTAL
12" RCP
DOUBLE CURB INLET 24R2-288D
UTILITY POLE
CONCRETE DRIVEWAY
FIRE HYDRANT
TREE
WOOD PRIVACY FENCE
WATER METER
WATER METER
12" RCP
UTILITY POLE
12" RCP
15" RCP
15" RCP
SIGN
CONCRETE WALK
WATER VALVE
DOUBLE CURB INLET 24R2-289D
ELECTRIC METER
MAILBOX
VALVE
DRIVEWAY WATER VALVE
WALK
24" RCP
DOU BLE 24R2-297D CUR B I NLE T
1 2"
15" RC P
54"
WATER VALVE
24" RCP
8"
24" RCP
CP
BRU SH LI NE MANHOLE 24R2-014S
DRIVEWAY
CHA I N L I NK FEN CE
VCP
SIGN
CUR B I NLE 24R2-299D T
WIRE
YAR D L AMP
Ì
RCP
MANHOLE 24R2-172S
MANHOLE 24R 2298 D
ARE A I NLE 24R T 2304 D
ASPHALT
CHAIN LINK FENCE
WOOD PRIVACY FENCE
24"
8"
CON CR ET E
VC P MANHOLE 24R2-015S
MANHOLE 24R 2300 D
RCP
WATER VALVE
MOD ULA R B RET LOC AI NI K NG WAL L
UTILITY POLE
FIRE HYDRANT WATER VALVE
SIGN
MANHOLE 24R 2083 S
WA LK
ASPHALT PAVEMENT
U TI LI TY POLE CHA I N L I NK FEN CE
Ì
MANHOLE 24R2-301D
48" RCP
8" VCP
APPROACH
RCP
GUY
MODULAR BLOCK RETAINING WALL
WATER METER
MAILBOX MO DULAR BLO CK NG W ALL NI RETAI
E W ALK
12" R CP
C ONCRET
CONCRETE
GAS CONCRETE
CHA I N L I NK FEN CE
SIGN
CONCRETE
24" RCP
TREE TRAFFIC PULLBOX
SIGN
SIGN
UTI LI TY POL E
MANHOLE 24R 2307 D
MANHOLE 24R2-013S
MANHOLE 24R2-296D
WATER VALVE
SHRUB
POLYVINYL PRIVACY FENCE
CONTROL BOX
C O NC R ETE W ALK
CO
CO NC RE TE
WA LK
8" 8VC " P VCP
Ì
CURB INLET 24R3-322D
DOU BLE 23R3-222D CUR B I NLE T
CHAIN LINK FENCE CHA I N L I NK FEN CE
Ì
BRUS
H
Ì
TE RE NC CO
LK WA
42" VCP
M
Ì
L I NE AI L B OX
8 " VC P
UT I L I TY
RCP
MANHOLE NO MSD ID
12"
TRAFFIC PULLBOX
Ì
P O
L E
M
Ì ARE A I NLE 23R3-221D T
Ì
AI L B O
8" X
CO N DRI C R VE ETE W AY
Ì
UT I L I TY
VC P
POL
E
1 5" 12"
MA 2 3R3N HOLE
M 2 AN 3R3 H O 2 LE 2 3S
2 23D
RC P
R C P
MAN 2 3R HO 3 L 198SE
RCP 12"
8"
1 5"
C 23 URB R
P
CON
D RAI 23 NAGE R3 23 CAP 1D
C 8" V
TELE PED PHO E ST N A E L
D C R R I VEW E T E AY
SULPHUR SPRI NGS ADD PB 24 9 PG 63
AVE
ALK
M ODULAR BLO CK NG W ALL NI RETAI
W
Ì
TRAFFIC PULLBOX
24" RCP
MANHOLE 24R2-295D
SIGN
SHRUBS
WATER METER
Ì
TRAFFIC SIGNAL
PAVEMENT
TREE DOUBLE CURB INLET 24R2-294D
SHRUB
WATER VALVE
LANDSCAPE AREA
Ì
UTILITY POLE
SIGN
Ì Ì
AREA INLET 24R2-313D
DRIVEWAY
TRAFFIC PULLBOX
18" RCP
UTILITY POLE TRAFFIC PULLBOX
CONCRETE
GUY WIRES
ASPHALT
SIGN
COVERED MANHOLE 24R2-315D
Ì
Ì Ì
MO DULAR BLO CK NG W ALL NI RETAI
Ì
TRAFFIC SIGNAL
TRAFFIC PULLBOX
TREE
TREE
Ì
WOOD PRIVACY FENCE
Ì
UTI LI TY POL E
STREET LIGHT UTILITY POLE
DRIVEWAY
TREE
Ì
Ì
24R2-314D
MAILBOX
UTILITY POLE
CONCRETE
RCP TREES
MAILBOX
24R2-287D
UTILITY POLE
12" RCP
WATER VALVE
TREE
P
E ET R
18" RC P
MANHOLE
MAILBOX
CONCRETE WALK
TELEPHONE PEDESTAL
TREE
24R2-064D
TREE
WATER METER
TELEPHONE PEDESTAL
C
C N
W AL K
MAILBOX
GAS VALVE
GUY WIRES
FIRE
DRIVEWAY
SHRUB
MANHOLE 24R2-106S
V
O
NC RETE
UTILITY POLE
TREE
SHRUB CONCRETE
SHRUB LINE
8" VCP WATER METER
CON CRE TE W ALK
8" V
SIGN
SIGN
TRAFFIC SIGNAL
TREE CONCRETE
TREE
8" VCP
Ì
RCP
P
PAVEMENT
UTILITY POLE GUY WIRES
TRAFFIC PULLBOX
ELECTRIC PEDESTAL
DRIVEWAY
TREE
MANHOLE 24R2-161S
48"
MANHOLE 24R 2306 D
R C
WATER VALVE
CONCRETE WALK
CONCRETE
CURB INLET 24R2-276D
WOOD FENCE
ASPHALT PAVEMENT
30 "
TREE
MANHOLE 24R2-012S
V CP
R C
P
MAILBOX
UTILITY POLE
CONCRETE WALK
SIGN TREE TREE WOOD PRIVACY FENCE
TREE
48" RCP
MANHOLE 24R 2293 D
15" RC P
TRAFFIC PULLBOX
ASPHALT PAVEMENT
TREE
TREE
Ì
CHA I N L I NK FEN CE
TREE
24" RCP
8" VCP
18" RCP
UTILITY POLE
12" RCP
GUY WIRE
MANHOLE 24R2-130S
SIGN
Ì
LIGHT
CONCRETE WALK
24" RCP
8" VCP
8" VCP
UTILITY POLE
8" VCP
BRUSH LINE MANHOLE 24R2-136S
SIGN
Ì
Ì
Ì
48" RCP STREET
CONCRETE
PAVEMENT SIGN
UTILITY POLE DOUBLE CURB INLET 24R2-292D
SIGN
MANHOLE 24R2-011S
8" VCP
C O NC RETE W ALK
CONCRETE WALK
TRAFFIC PULLBOX
SHRUB
Ì
NOT TO SCALE
Ì
CUR B I NLE 24R2-140D T
48" RCP
WOOD PRIVACY FENCE
BRUSH LINE
CONCRETE WALK
SIGN
MANHOLE 24R2-010S
8" VCP
TRAFFIC SIGNAL
12" RC P
36"
CURB INLET 24R2-271D
12" RCP
DOUBLE CURB INLET 24R3-388D
WATER METER
TREE
Ì
12" RCP
TREE
CONCRETE WALK
TRAFFIC SIGNAL
ASPHALT
CONCRETE W ALK
TRAFFIC PULLBOX
Ì WOOD PRIVACY FENCE
DOU BLE 24R2-136D CUR B I NLE T
48" RCP
LANDSCAPE AREA
DOUBLE CURB INLET 24R2-291D
MAILBOX
8"
C
CONCRETE M EDI AN
R C P
LANDSCAPE AREA
8" VCP
MANHOLE 24R2-315D
GAS VALVE
P
PEDESTAL
3 6 "
TREE LINE
WATER METER
8" V C P
ELECTRIC PEDESTAL
CON
TELEPHONE
RC P
TREES
C RE TE DRI V EW AY
24"
LT AY
Ì
Ì
Ì
Ì
TREE
TREE
CONCRETE WALK
24" RCP
MAILBOX
R C
RC P SIGN
CONCRETE WALK
D
DRIVEWAY
TREE
WOOD PRIVACY FENCE
CONCRETE SIGN BASE
TREE
MODULAR BLOCK RETAINING WALL
SIGN
UTILITY POLE
CONCRETE WALK
CONCRETE
TREES
WATER METER
TREE
PAVEMENT
WATER VALVE
DOUBLE CURB INLET 24R3-385D
SHRUB
WATER VALVE
TELEPHONE PEDESTAL
ASPHALT
WATER VALVE
WATER METER
WATER METER
UTILITY POLE
CURB INLET 24R3-378D TRAFFIC PULLBOX
FIRE
HYDRANT WATER VALVE
ASPHA EW V RI
WATER VALVE
C ONCRETE AY VEW DRI
TRAFFIC PULLBOX
UTILITY PULLBOX
CURB INLET 24R3-373D TRAFFIC PULLBOX
V EW AY DRI
CURB INLET 24R3-334D
PAVEMENT
UTILITY
PULLBOX
TELEPHONE PEDESTAL
APPROACH CONCRETE WALK
SIGN
SIGN
CONCRETE
FIRE HYDRANT
MAILBOX
12 "
CONCRETE
PAVEMENT
CONCRETE WALK
TELEPHONE PEDESTAL
SIGN
C ONCRETE
CURB INLET 24R3-328D
RCP 12" MANHOLE 24R3-330D
8" VCP
UTILITY POLE
CONCRETE
SIGN SIGN
CONCRETE WALK
12" RCP
SIGN
TRAFFIC PULLBOX
TREE
TRAFFIC PULLBOX TRAFFIC SIGNAL
TRAFFIC PULLBOX
ASPHALT PAVEMENT
MAILBOX
UTILITY POLE UTILITY POLE
8" VC P
GUY WIRE
SIGN
SIGN UTILITY POLE
UTILITY POLE MANHOLE NO MSD ID
SIGN
UTILITY POLE
P RC
12" RC P
15" RCP
SIGN
TRAFFIC SIGNAL
POLYVINYL RAIL FENCE
2 4 "
UTILITY POLE GUY WIRES
CONCRETE WALK
SIGN
MAILBOX
" 15
DOUBLE CURB INLET 24R2-062D
RCP
CP R
15"
POLYVINYL RAIL FENCE
TELEPHONE PEDESTAL
TRAFFIC SIGNAL
SIGN MANHOLE 24R2-282D
MAILBOX
ASPHALT
UTILITY POLE
8"
CONCRETE SIGN POLYVINYL PRIVACY FENCE
TREE SIGN
CONCRETE APPROACH
GAS VALVE
VCP
STREET LIGHT
STREET LIGHT UTILITY POLE
WATER VALVE
CONCRETE WALK
V ACY W OO D PRI
MODULAR BLOCK RETAINING WALL POLYVINYL PRIVACY FENCE
12" RCP
SHRUB
DRIVEWAY
CONCRETE WALK
APPROACH
MAILBOX
MANHOLE 24R3-147S
UTILITY POLE
MAILBOX
Ì
ELECTRIC METER
CURB INLET 24R2-283D
CURB INLET 24R2-284D
TREE
TREE
CONCRETE
ASPHALT
DRIVEWAY
SIGN
DOUBLE CURB INLET 24R2-272D
CONCRETE
12" RCP
PAVEMENT
WATER VALVE
WATER VALVE
8"
12" RCP
CURB INLET 24R2-277D
CONCRETE WALK
WATER METER
TREE
TREE
TREE
TREE
DRIVEWAY
DOUBLE CURB INLET 24R3-389D
ASPHALT PAVEMENT
MAILBOX
MAILBOX
UTILITY POLE
V EW AY DRI
Ì
TREE
ASPHALT
FIRE HYDRANT
12" RCP
RC P
MANHOLE 24R3-034D
TREE
TREE
WATER VALVE
CONCRETE WALK
12" RCP
18" RCP
TREE
TREE
WATER VALVE
CURB INLET 24R3-386D
CURB INLET 24R3-037D
Ì
P RC
POLYVINYL PRIVACY FENCE
TREE
TREE
12" RCP
UTILITY POLE
MAILBOX UTILITY POLE
CONCRETE
" 36
STREET LIGHT
WATER VALVE
SIGN
CONCRETE WALK
DOUBLE CURB INLET 24R3-384D
MANHOLE 24R3-382D
CO NCRETE W ALK
PAVEMENT
TREES
TREE
FIRE HYDRANT
P
RCP
CONCRETE
8" VCP
R C
UTILITY POLE
UTILITY POLE
FENCE
8" V C P RCP
SIGN
MANHOLE 24R3-158S
TREES
TREE
WATER VALVE
12"
SIGN
MAILBOX
ASPHALT
PAVEMENT
UTILITY POLE
UTILITY POLE
48"
15" RC P
Ì Ì DOUBLE CURB INLET 24R3-042D
18" RCP
SIGN
12"
SIGN
12" RCP
12" RCP
MAILBOX
DOUBLE CURB INLET 24R3-043D
18" RCP
DOUBLE CURB INLET 24R3-381D
STONE BLOCK RETAINING WALL
SIGN
CONCRETE APPROACH
MANHOLE
VCP
MAILBOX
" 8
CONCRETE APPROACH
MAILBOX
Ì
ASPHALT
PAVEMENT
CONCRETE SIGN
CURB INLET 24R3-380D
WATER VALVES
CURB INLET 24R3-383D
12" RCP CONCRETE APPROACH
PAVEMENT
12"
TREE
SHRUBS
BRICK
DRIVEWAY
ELECTRIC PEDESTAL
CONCRETE WALK
MAILBOX
24"
12"
ELECTRIC PEDESTAL
BRICK
DRIVEWAY
APPROACH
RC P 15"
12" RC P
12" RCP
CONCRETE
MANHOLE NO MSD ID
ASPHALT
ASPHALT
PAVEMENT
15" RC P
TELEPHONE PEDESTAL TREE
BRICK
DRIVEWAY
CURB INLET 24R3-376D
12" RCP
MANHOLE 24R3-332D
ASPHALT PAVEMENT
SIGN
SIGN
CONC RETE W ALK
WATER METER
TELEPHONE PEDESTAL
BRICK DRIVEWAY
SIGN
12" RCP
24R3-374D
CONCRETE MEDIAN
V EW AY DRI
SIGN
CONCRETE WALK
PAVEMENT
MANHOLE
MANHOLE 24R3-330D
ASPHALT
PAVEMENT
CO NCRETE
ELECTRIC PEDESTAL
VALVE
CURB INLET 24R3-375D CONCRETE WALK
WALK
12" RCP
GAS
VALVE
8" V CP
TELEPHONE PEDESTAL
TELEPHONE PEDESTAL
GAS
BRUSH LINE
CURB INLET 24R3-333D
CONCRETE
WATER VALVE
SIGN
CONCRETE
RCP
V EW AY DRI
CK BRI
15" RC P
CONCRETE PAVEMENT
SIGNS
LANDSCAPE AREA
CURB INLET 24R3-329D
12"
Ì
8" VC P
AN CONC RETE M EDI
P
WATER METER
R CP
SIGN
15" RC P
RC 15" SIGN
PARKING
CURB INLET 24R3-324D
1 2 "
TRAFFIC PULLBOX
12" RC P
Ì
SIGN
AREA INLET NO MSD ID
STREET LIGHT
ASPHALT
SIGN
TRAFFIC SIGNAL
RC P
Ì
Ì
SULPHUR SPRING ROAD
SIGN
CURB INLET 24R3-323D
GAS VALVE
SIGN
SIGN
TRAFFIC SIGNAL
CONC RETE W ALK
12" RC P
Ì Ì
SIGN
TELEPHONE PEDESTAL
UTILITY POLE
CURB INLET 24R3-109D
TRAFFIC
SIGN
C ONC RETE W ALL
ROADWAY PLAN SHEETS
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
PULLBOX
TRAFFIC SIGNAL
NG NI RETAI
5-23 24-41
Ì Ì
TRAFFIC
V CP
RC P
3 NLE - I 23
0 T D
MAN 2 3R H 3 O 0 LE 66 S
CONC GUTT
CON
C RE T E W
R ER ET E
A LK
M 2 3 AN R H 3- O 22 LE 4 D
U T I L I T Y
8 "
V
CON
END BRIDGE
P OLE
RCP
VCP
W AT METE E R R
8"
MA 23R3 N HOLE 20 0 S
CP
C RETE W
ALK
SIGN
DESCRI PTI ON APP.
END STA. 105+36.06
CHAI N
15"
LI N K FE NC E
MANH 23 R 3 O L 19 E 9 S
TO CON P PEDC RETE
Ì
W
I TH RETA
CONC PAVE R E ME T E N T
RCP
BEND
4 Ì
PULLBOX
GUARDRAIL
TYPICAL SECTIONS
Ì
Ì
SIGN
FENCE (DESIGNATE TYPE)
2-3 Ì
Ì
Ì TELEPHONE PULLBOX
W ALK
G NAL C SI TRAFFI C ONTROL BO X
TREE/VEGETATION LINE
Ì Ì
C O NCRETE
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
C TRAFFI PULLBOX
ROAD
CONSTRUCTION LIMITS
TITLE AND INDEX SHEET
Ì
W ATER VALV
Ì
E
C H A I N
UT I LI TY P O
ASPH PAVE
L E
LI NK
8 "
V
AL ME T N
C 2 UR 3 R3 B
A L I NI UMI NG N UM W
EXCEPTION
FENC
C P
E
T
NL - I 2 2 ET 5 D
AL FENCL E
15 " 24
"
R CP
CP R
GUA
C ONC
R DRAI
ET R
L
E
W
D O 2 3 UBLE R 32 C 26D URB
ALK
TRAF PU L LBOFI C X
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
GENERAL LEGEND
REV.DATE
BY
REVI SI ONS
23R, 24R
C R
ASPHALT
NG PARKI
W REN
L AI DR AR GU
O W ALK
E W K AL
E NC FE
TE RE T NC EN CO V EM PA
NK LI
T AL T PH EN AS EM PAV
N AI CH
ET CR CON
L I RA ARD GU
E ET CR N
POLE
C GN SI
Ì Ì
TY LI I UT
C FI AF OX TR LB PUL
LE PO
GN SI
VCP
GN SI
12 " RCP
E RET T NC EN CO EM PAV
NLET I 36D RB C U 3-2 R 23
P.S.E.
ER AT E W LV VA
PERMANENT SIDEWALK EASEMENT
TY LI I UT
BI G
P
P.D.E
F E N C E
BND ADJ LO T 29 PB 367 PG195 BURDI NE
PERMANENT DRAINAGE EASEMENT
L I N K
Ì
C FI AF O X TR LB PUL
Ì
PO
LE
H US BR
USH BR
L AI DR AR GU
T AL T PH EN AS PAVEM
VCP
TY LI I UT
NE LI
NE LI
ET CR CON
L AI DR AR GU
E K W AL
E ET CR C ON LK WA
12"
Ì
Ì
Ì
E N LI
E N LI
H S U R B
H S U R B
T.S.C.L.
RB CU D 35 NLET3-2 I R 23
P RC
BEGIN BRIDGE
T LE N 2D I 3 B R -2 U 3 C R 3 2
EXCEPTION
Y T LI I T U O P
LE
C I F F A BOX R T LL U P
Ì
Ì
Ì " 12
STA. 58+93.66
P RC
E E R T E N LI
Ì
LT A T H N P E S M A E V A P
Ì Y N YVI OL P
C
O C N
E
C VA RI P
ET R
L
LE D O 3 H 3 N A -2 3 R 3 2
M
Y
"
LK A
12
W
C
FEN
CP R
E
Ì SIGN
G I S
T GH OU R
N
C
ON R I
G I S N
E P A
T GH LI
N
OX LB I MA
T LE N 4D I 3 B R -2 U 3 C R 3 2
G I S
C S D N LA EA R A
T E E R T S
E E R T
N LA EA R A
CE N E F
E T E T R N C ME ON E VE P A P CA S D
Ì Ì
TE RE NC CO
CON
C
W
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
G I S
A L K
N
E E R T
Ì
T H
Ì
Ì
Ì
Ì
Ì
RC P
C N E F
Ì
" 24
RC P
18" VCP
DOUBLE CURB INLET 23R2-099D
8 "
WATER VALVE
VCP
Z
8" VCP
Z TREE
SIGN
SIGN
CONCRETE WALK
15" VCP
18" VCP
MANHOLE 23R2-194S
CURB INLET 12" RCP 23R2-104D
18" VCP
MAILBOX
12 "
DRIVEWAY
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
CHAIN LINK FENCE
Ì
YARD LAMP
STREET INLET CHAIN LINK FENCE
CONCRETE
DRIVEWAY
DRIVEWAY
CONCRETE
DRIVEWAY
SHRUBS
SIGN
AREA INLET 23R2-119D
SIGN
CONCRETE
PAVEMENT
12" RCP
12" RCP
MODULAR BLOCK RETAINING WALL
CHAIN LINK FENCE
TREE
TREE
CONCRETE
CONCRETE WALK
12" RCP
CONCRETE
CONCRETE WALK
12" RCP
12"
PAVEMENT
RCP
MANHOLE 23R2-116D
15" VCP
12"
MANHOLE 23R2-112D
MANHOLE 23R2-192S
WATER VALVE
8" VCP
8" VCP
WATER VALVE CONCRETE DRIVEWAY
DRIVEWAY
MANHOLE 23R2-124D
TRIPLE CURB INLET 23R2-044D
SIGN
ASPHALT
UTILITY POLE SIGN
CONCRETE WALK
UTILITY POLE
TRAFFIC PULLBOX CONCRETE WALK
UTILITY POLE
P RC
GUY WIRE
CONCRETE
PAVEMENT
CONCRETE WALK
P RC
DOUBLE CURB INLET 23R2-105D
AREA INLET 23R2-102D
18" RCP
CURB INLET 23R2-134D
CONTROL BOX
18" 18"
8" 1 WATER VALVE
SIGN
ET NL I RB D CU 26 1 R2 23
TY LI I UT
P RC ET NL I RB D CU 28 1 R2 23
ASPHALT NT ME VE PA
PULLBOX
LE PO
TREE TREE
ASPHALT NT ME VE PA
S MANHOLE 49 1 R2 23
SIGN
TE RE NC CO
P RC
E ET CR CON
C FI AF X TR LBO L PU
LK WA
DATE:
LK WA
RCP
RCP
8" VCP 8" VCP
TY LI I UT
FIRE HYDRANT
RD YA
CURB INLET 23R2-142D
STREET INLET
CURB INLET 23R2-140D
TY LI I UT
LE PO
N AI CH 6' FENCE
RD YA
P LAM
ASPHALTY WA VE I DR
NK LI
2/1/2023
WALK
CONCRETE WALK
12" RCP
CONCRETE
UTILITY POLE
TRAFFIC PULLBOX N AI CH
NK LI
E NC FE
T GH OU TE WR GA N RO I
N AI CH 6'
NK LI
E NC FE
CONCRETE GUTTER
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
GUY WIRE
WATER VALVE
P LAM
WATER VALVE
CURB INLET 23R2-118D
UTILITY POLE
STREET INLET
LE PO
L AI DR AR GU
GUARDRAIL
CONCRETE WALK
SIGN
STREET INLET
WATER VALVE
12" RCP
15" RCP
CONC RETE W ALK
TRAFFIC SIGNAL
PEDESTAL
GUY WIRE
GUY WIRES
DRIVEWAY
PEDESTAL
UTILITY POLE AREA INLET 23R2-141D
MANHOLE
ASPHALT TELEPHONE
UTILITY POLE
UTILITY POLE
TRAFFIC PULLBOX
CONCRETE WALK TELEPHONE
PEDESTAL
MANHOLE
TREE
WATER VALVE
MANHOLE 23R2-117D
GUY WIRES
UTILITY POLE
TELEPHONE
TRAFFIC PULLBOX TELEPHONE
DRIVEWAY
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
MODULAR BLOCK RETAINING WALL
TELEPHONE
12" RCP
CURB INLET 23R2-108D
GUY WIRES
CURB INLET 23R2-103D
ASPHALT
FIRE HYDRANT
DOUBLE CURB INLET 23R2-107D
15" RCP
5" 1
" 12
P 8" V C
W ALK
15" RC P
C ONCRETE
8" V CP
15" RCP
PAVEMENT
STREET INLET
UTILITY POLE
GRATE INLET NO MSD ID
PAVEMENT
UTILITY POLE
CONCRETE
CLEANOUT
GUY WIRES CONCRETE GUTTER LANDSCAPE AREA
TRAFFIC PULLBOX
ASPHALTY WA VE I DR
TRAFFIC
MANHOLE 23R2-125D
ASPHALT PAVEMENT
UTILITY POLE
DOUBLE CURB INLET 23R2-098D
UTILITY POLE
GUY WIRES
12" RCP
STREET INLET
CURB INLET CURB INLET 23R3-185D 23R2-096D
D MANHOLE 48 1 R2 23
ET NL I RB D CU 43 1 R2 23
24" RCP
8" VCP
DOUBLE CURB INLET 23R2-123D
ASPHALT
METER
CLEANOUT
TRAFFIC SIGNAL
WATER VALVE
CHAIN LINK FENCE
LK WA
P RC
SIGN
D MANHOLE 27 1 R2 23
CONCRETE WALK
12" RCP
CURB INLET 23R2-121D
MANHOLE 23R2-190S
CONCRETE
DRIVEWAY
RCP
MANHOLE 23R2-122D
MANHOLE 23R2-148S
SIGN
8" VCP
MANHOLE 23R2-227S
WATER VALVE
CONCRETE
1 2"
RCP
AREA INLET 23R2-120D
CONCRETE WALK
15" VCP
WATER VALVE
ELECTRIC
AREA INLET 23R2-100D
PAVEMENT
CURB INLET 23R3-184D
WATER VALVE
TREES
12" RC P
MANHOLE
CONCRETE
TRAFFIC SIGNAL
FIRE HYDRANT TREE
LE PO
P RC
ASPHALT
PAVEMENT
18" RCP
SHRUB LINE
Ì Ì
CONCRETE
12" RCP 12" RCP
MANHOLE 23R2-193S
PAVEMENT
MANHOLE 23R2-097D
TELEPHONE
MANHOLE 23R3-186D
18" RCP
18" RCP CONCRETE WALK
DRIVEWAY
Ì
TREE
DOUBLE CURB INLET 24R3-109D
ASPHALT PAVEMENT
12" RCP
SIGN
GAS VALVE
ASPHALT
PAVEMENT
PAVEMENT
TRAFFIC PULLBOX
UTILITY POLE
CURB INLET 23R3-187D
CONCRETE
TREE
6" RCP
TREE
MANHOLE 23R3-106D
TREE LINE
TREE LINE
GUY WIRES
DRIVEWAY
DRIVEWAY
MAILBOX
BOLLARD
CLEANOUT
CLEANOUT
UTILITY POLE
CONCRETE
CONCRETE
DRIVEWAY
MAILBOX
ASPHALT MANHOLE 23R2-089S
TREE
TRAFFIC PULLBOX
WATER VALVE
SIGN
VEW AY DRI
TREE MANHOLE 23R2-045D
CONCRETE
18" VCP
MAILBOX
12"
R C
P
MANHOLE 23R3-088S
21" RCP CONCRETE WALK
TRAFFIC SIGNAL
TE RE NC CO
TREES
" 24
TY LI I UT
UT NO EA CL
CONCRETE
TRAFFIC PULLBOX
CONCRETE WALK
18" VCP
MAILBOX
MAILBOX
UTILITY POLE DOUBLE CURB INLET 23R3-188D
PAVEMENT
TRAFFIC SIGNAL
GUY WIRES
DRIVEWAY TRAFFIC PULLBOX
15" RCP
CLEANOUT TREE
SHRUB LINE
TRAFFIC SIGNAL
TRAFFIC PULLBOX
CONCRETE WALK
CONCRETE WALK
UTILITY POLE
24" RCP
CONCRETE
UTILITY POLE
CONCRETE
V EW AY DRI
TRAFFIC SIGNAL
CHAIN LINK FENCE
LANDSCAPE AREA
BRUSH LINE
SHRUB LINE
DOUBLE CURB INLET 23R3-200D
GAS VALVE
GAS VALVE
UTILITY POLE
DRIVEWAY
C ONCRETE
TREE
18" VCP
PAVEMENT
RCP
6" RCP
CONCRETE
DRIVEWAY TREE
TREE
CONCRETE
MAILBOX
MAILBOX
CONCRETE WALK CONCRETE
TRAFFIC PULLBOX
MODULAR BLOCK RETAINING WALL
12" RCP
ALK CON CR ET E
W
ALK
TRAFFIC PULLBOX
CONCRETE WALK
MAILBOX
24" RCP
CONCRETE WALK
UTILITY POLE
SHRUBS
FIRE HYDRANT
STEPS WITH ALUMINUM HAND RAILS
P
W
TRAFFIC SIGNAL MANHOLE 23R3-092S
DRIVEWAY
18" VCP 12" RCP
SIGN
CURB INLET 23R3-190D
24" RCP
SIGN
SIGN
UTILITY POLE
12" RC P
DOUBLE CURB INLET 23R3-193D
RC P 15"
8" VC P
6" R CP
DRIVEWAY
DRI V EW AY
MAILBOX
MANHOLE 23R-189D
DOUBLE CURB INLET 23R3-191D
30" RCP
ASPHALT PAVEMENT
CONCRETE
C ONCRETE
RCP
30" RCP
CONCRETE WALK
UTILITY POLE
6" RCP
NC RET E
CONCRETE
WATER VALVE
CURB INLET 23R3-195D
18" VCP
MAILBOX
30" RCP
TRAFFIC PULLBOX
6" RC P
MANHOLE 23R3-018S
MAILBOX
DOU BLE 23R3-197D CUR B I NLE T
FIRE HYDRANT SHRUB
DRI VEW AY
8" VCP
30" RCP CONCRETE WALK
TREE
WATER VALVE
CURB INLET 23R2-129D
RC 12"
DRIVEWAY
CONCRETE WALK
MAILBOX
MANHOLE 23R3-192D
8" VCP
30" RCP
CUR B I NLE 23R3-201D T
CONCRETE DRIVEWAY
C ONC RETE
CO
MANHOLE 23R3-194D
CONCRETE
LANDSCAPE AREA
MAILBOX
PAVEMENT
WATER VALVE
30" RCP
MANHOLE 23R 3202 D
CONCRETE
P RC
" 42
CONCRETE
6" RCP
DRIVEWAY
DRIVEWAY
CURB INLET 23R3-196D
12" RCP
WATER VALVE
36" RCP
TREE
MODULAR BLOCK RETAINING WALL
MODULAR BLOCK RETAINING WALL
RCP
WATER VALVE
CONCRETE
CONCRETE
TREE
18" VCP
MAILBOX
MANHOLE 23R3-017S
8" VCP
WALK
MODULAR BLOCK RETAINING WALL
MODULAR BLOCK RETAINING WALL
6" RCP
AREA
MANHOLE 23R3-093S
DRIVEWAY
MAILBOX
MAILBOX
ASPHALT UTI LI TY POL E
36" RCP CONCRETE
TREE
GAS VALVE
6" RCP
CONCRETE
CONCRETE WALK
SIGN
MAILBOX
WA LK
UTI LI TY POL E
WATER METER
8" VCP
LANDSCAPE
CONCRETE
DOUBLE CURB INLET 23R3-179D
CUR B I NLE 23R3-180D T
TREE
PAVEMENT
CO NCR ETE
MANHOLE 23R 3203 D
RCP
Ì
DRIVEWAY TRAFFIC SIGNAL
DRI V EW AY
WATER METER
DRIVEWAY
MAILBOX
ASPHALT
RCP
TREES
" 18
36"
12" RCP
RCP
12" RCP
36"
MANHOLE 23R3-169D CONCRETE
42"
TREE
CONCRETE
WATER VALVE
12" RCP CUR B I NLE 23R3-181D T MAILBOX
GUY WI RES
CONCRETE
CONCRETE WALK
12" RCP
MAILBOX
TRAFFIC PULLBOX
8" VCP
MANHOLE 23R3-170D
CONCRETE
UTILITY POLE
GUY WIRES
DRIVEWAY
18" VCP
WALK
15" RCP MANHOLE 23R3-194S
GAS VALVE
SIGN
MANHOLE 23R3-096S
VCP
CONCRETE
DRIVEWAY
DRIVEWAY
18" VCP CONCRETE
MANHOLE 23R3-178D
VC
24"
SIGN
TREES
POLYVINYL PRIVACY FENCE TRAFFIC PULLBOX
CONCRETE
18" VCP
P
PAVEMENT
21"
ARE A
TREES
Ì Ì
Z
12 "
Ì
SIGN BRUSH LINE
LAN DSC APE
MANHOLE 23R 3094 S
E ET Y NCR A CO VEW DRI
MAILBOX
CONCRETE DRIVEWAY
CONTROL BOX
LANDSCAPE AREA
WATER METER CONCRETE DRIVEWAY
6" RC P
DRIVEWAY
18" VCP
CONCRETE
WATER METER
CONCRETE
18" RCP
RCP
6" RCP
15"
6" RC P
UTI LI TY POL E
R C P
WATER METER
TREE
CONCRETE DRIVEWAY
WA LK
12" V C P
CO NC RE TE
6" RCP
P 8" VC
5 4 "
WATER VALVE
SIGN
DOU BLE 23R3-182D CUR B I NLE T
18"
Y T LI I T U LE O P
C I F F A BOX R T LL U P
MANHOLE 23R3-095S
RE I W
TREE
D MANHOLE 44 1 R2 23
P
Y U G RE I W
Ì
P RC
D MANHOLE 46 1 R2 23
" 30
VC
E E R T
GAS VALVE
TRAFFIC SIGNAL
" 48
LE PO
Y GU
P RC 8"
E
WR OUG HT I RON FEN CE
MANHOLE 23R 3244 D
SIGN
E OL NH 49D MA 2-1 R 23
P
" 30
Ì
Ì
P
T AL PH NT AS EME AV TY LI I UT
P RC
4 8"
ON R I
E E R T
Ì
ET NL I E D AT 47 1 GR R2 23
SIGN
Ì STREET INLET
Ì
CHAIN LINK FENCE
CONCRETE RETAINING WALL TOPPED WITH CHAIN LINK FENCE
LL WA E NC NG FE NI I TA NK LI RE N TE AI RE CH NC TH CO WI ED PP TO
UTILITY POLE
WATER VALVE
Ì ASPHALT PAVEMENT
Ì
Ì
Ì
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
Ì
MANCHESTER
(U.I.P.)
Ì
Ì
ST.JOSPEH
TO BE REMOVED
Ì
CONNI E LANE
CITY OF
P.R.W.E.
Ì
(T.B.R.&R.) (T.B.R.&R.B.O.)
(A.T.G.B.O.)
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
PROJECT SPECIFIC INFORMATION
DESIGN CRITERIA
LENGTH OF PROJECT
MSD CERTIFICATION
TRA N SPO RTA TIO N
(A.T.G)
ADJUST TO GRADE BY OTHERS
LOCATOR MAP N
2030
CURRENT AADT (YEAR):
13,610 (2014)
DESIGN AADT (YEAR):
14,740 (2030)
END OF PROJECT
STA.
105+36.06
BEGINNING OF PROJECT
STA.
10+95.89
APPARENT LENGTH
9440.17
FEET
273.86
FEET
TOTAL CORRECTIONS
273.86
FEET
NET LENGTH OF PROJECT
9166.31
FEET
EQUATIONS AND EXCEPTIONS DIRECTIONAL DISTRIBUTION (D) =
N/A
TRUCK PERCENTAGE (T) =
N/A
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SEWER CONTRACTOR OR OTHER SOURCES, I DISCLAIM ANY RESPONSIBILITY FOR THAT SPECIFIC INFORMATION.
100
ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
PROJECT LOCATION
STATE LENGTH
1.74
MILES
SIGNED P.E.
FEDERAL LENGTH
1.74
MILES
DATE
141
BIG BEND RD
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
STANDARD SPECIFICATIONS
ST. LOUIS COUNTY, MISSOURI
TRANSPORTATION
UNLESS OTHERWISE NOTED, ALL WORK ON
HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
TRANSPORTATION/PUBLIC WORKS
THISPROJECT SHALL BE COVERED BY THE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR ROAD AND
RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE
BRIDGE CONSTRUCTION, AND BY APPLICABLE ST.
THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS
LOUIS COUNTY STANDARD DRAWINGS.
PRESENTLY NOT KNOWN OR SHOWN. IT IS THE
DESIGN DIVISION ST. LOUIS, MISSOURI 63132
DESIGNED:
M.S.D. P-NUMBER:
E. BURKART
UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES
DEPARTMENT OF
1050 N. LINDBERGH BLVD
PUBLIC WORKS
UTILITY NOTE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.
TI TLE & I NDEX SHEET
DESIGN YEAR:
A ST. LOUIS COUNTY ROAD
RESURFACI NG
MINOR ARTERIAL
SULPHUR SPRI NG ROAD
FUNCTIONAL CLASSIFICATION:
( 636) 519. 0990 - LI C.NO.2002006608
Ì
Ì
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
Ì
Ì
AVE
Ì
PERMANENT RETAINING WALL EASEMENT
ADJUST TO GRADE
Ì
Ì
Ì
WATER VALVE
TO BE REMOVED AND REPLACED BY OTHERS
Ì
Ì
TREE
Ì
PAVEMENT
TO BE REMOVED AND REPLACED
Ì
Ì
DRIVEWAY
USE IN PLACE
Ì
Ì
MANHOLE 23R 3220 D
WATER METER
P.R.I.M.U.S.S.E.
Ì
PAVEMENT
TEL EPH ONE MANHOLE
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY SIDEWALK AND SEWER EASEMENT
Ì
Ì
30"
G OU R
ASPHALT
Ì
Z
W
E E R T
RCP
CUR B I NLE 23R3-214D T
Ì
Ì
P RC
ET NL I RB D CU 45 1 R2 23
Ì
Ì
Ì
P.R.I.M.U.E.
Ì
Ì
Ì Ì
TE RE NC NT CO EME AV
P
" 24
Ì
Ì
E ET CR NT CON EME AV
E NC FE
Ì
Ì
Ì ARE A I NLE 23R3-219D T
2 4 "
SIGN
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT
NK LI
Ì
R CP
48" RCP
P.F.E.
N AI CH
Ì ARE A I NLE 23R3-213D T
12 "
SIGN
PERMANENT FOOTING EASEMENT
Ì
Ì
P RC
W E E TR
E
C I R L T C TA LE S E DE PE
ON L H P TA LE ES E T ED P
BEGIN STA. 10+95.89
Ì
A L K
T E
SIGN
LK WA
SIGN
" 12
N CRE
21" RCP
Y T LI I T E U OL P
CO
LL E WA NC E NG K F NI I I LN TA N RE AI TE CH RE H T NC CO D WI PE TOP
R E T E
RCP 30"
W
P.T.S.E.
LL E WA NC E NG K F NI I I LN TA N RE AI TE CH RE H T I NC CO D W E PP TO TE RE NC R CO TE T GU
R E T S A W LVE VA
PERMANENT TRAFFIC SIGNAL EASEMENT
PU BLIC W O RK S
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
NOT FOR
"
SIGN
POLE
CONSTRUCTI ON
4 2
STA. 61+67.52
CUR 2 3 R B 3- I N 2 LET 27 D
UTI LI TY CH A I N
PRELI MI NARY
P C R 24"
TR E ES
Ì
MANCHESTER ROAD
I N LE T
RAILROAD
APPROVED: M.S.D. BASE MAP:
DRAWN:
23R, 24R Stephanie Leon Streeter, P.E. Acting Director
REVIEW ENGINEER: APPROVAL DATE:
S. SABO CHECKED:
J. DOHRMANN
DATE:
SHEET SEQUENCE:
1OF 52
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
EX.R/W
EX.R/W
CONST. B L
7124D-22 MSD:
MSD BASE MAP:
RIGHT-OF-WAY VARIES
23R, 24R
12'-0" +/-
11'-6" +/-
4'-0" +/-
12'-0" +/-
12'-0" +/-
6'-0" +/-
RIGHT TURN LANE
LANE
LANE
MEDIAN (UIP)
LANE
LANE
EX. SDWK
ES VARI
REVI SI ONS
REV.DATE
BY
EX. SDWK
APP.
13'-0" +/6'-0" +/-
DESCRI PTI ON
80'-0" TO 85'-0''
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
VARI ES
EXISTING EXISTING SIDEWALK
SIDEWALK
3" MILL
EXISTING
TACK COAT PRIOR TO FIRST LIFT AND
PAVEMENT
BETWEEN FIRST LIFT AND WEARING SURFACE EXISTING
EXISTING EXISTING
AGGREGATE
CURB AND
BASE
NEW 1.75" SP125 WEARING SURFACE
CURB AND
ON 1.25" SP95 ASPHALTIC CONCRETE
GUTTER
1
STA. 10+95.89 TO STA. 12+44.88
NOT FOR
NTS
CONSTRUCTI ON
TYPICAL 5-LANE SECTION - SULPHUR SPRING ROAD
PRELI MI NARY
GUTTER
DATE:
12'-0" +/-
16'-0" TO 12'-0" +/-
12'-0" +/-
VARIES 12'-0" +/- TO 0'-0"
5'-0" +/-
EX. SDWK
TREELAWN
RIGHT TURN LANE
LANE
LEFT TURN LANE
LANE
LANE
EX. SDWK
ES VARI
VARI ES
EXISTING EXISTING
EXISTING
SIDEWALK
3" MILL
SIDEWALK TACK COAT PRIOR TO FIRST LIFT AND
PAVEMENT
BETWEEN FIRST LIFT AND WEARING SURFACE EXISTING
EXISTING EXISTING
AGGREGATE
CURB AND
BASE
NEW 1.75" SP125 WEARING SURFACE
CURB AND
ON 1.25" SP95 ASPHALTIC CONCRETE
GUTTER
GUTTER 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
TYPICAL 5-LANE SECTION - SULPHUR SPRING ROAD NTS STA. 12+44.88 TO STA. 19+50.00
2
TYPI CAL SECTI ONS
VARIES 13'-0" +/- OT 0'-0"
RESURFACI NG
VARIES
SULPHUR SPRI NG ROAD
5'-0" +/-
TRA N SPO RTA TIO N
80'-0" TO 85'-0''
( SHEET 1 OF 2)
RIGHT-OF-WAY VARIES
( 636) 519. 0990 - LI C.NO.2002006608
B L
PU BLIC W O RK S
EX.R/W
EX.R/W
CONST.
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
DESIGNED:
E. BURKART DRAWN:
S. SABO
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.
CHECKED:
J. DOHRMANN SHEET SEQUENCE:
2 OF 52
COUNTY PROJECT NO.
AR-1826 EX.R/W
EX.R/W
CONST. B L
FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22 MSD:
RIGHT-OF-WAY VARIES 60'-0" TO 86'-0''
MSD BASE MAP:
VARIES
23R, 24R
VARIES
12'-0" +/-
13'-0" +/-
VARIES
4'-0" TO 5'-0"
EX. SDWK
TREELAWN
LANE
LEFT TURN LANE
LANE
TREELAWN
EX. SDWK
EXISTING EXISTING
SIDEWALK
CURB AND
EXISTING
GUTTER
PAVEMENT
CURB AND TACK COAT PRIOR TO FIRST LIFT AND 3" MILL
GUTTER
BETWEEN FIRST LIFT AND WEARING SURFACE
EXISTING SIDEWALK
EXISTING AGGREGATE
NEW 1.75" SP125 WEARING SURFACE
BASE
ON 1.25" SP95 ASPHALTIC CONCRETE
NTS
3 PRELI MI NARY
TYPICAL 3-LANE SECTION - SULPHUR SPRING ROAD STA. 19+50.00 TO STA. 105+36.06
NOT FOR
EXISTING
CONSTRUCTI ON
VARI ES
ES VARI
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
REV.DATE
BY
REVI SI ONS
4'-0" TO 5'-0"
13'-0" +/-
DESCRI PTI ON
VARIES VARIES
APP.
VARIES
DATE:
5
6
7
SUPERPAVE ASPHALTIC CONCRETE SP125 (2.0") ON SUPERPAVE
9" CONCRETE BASE REPAIR
LANE, 293' SOUTH OF MANCHESTER
ASPHALTIC CONCRETE SP190 (12.8") ON TYPE V AGGREGATE BASE
(NON-REINFORCED)
RD C/L, 13' EAST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 14.8"
SULPHUR SPRING RD, SB TRAFFIC LANE, 69' NORTH OF ST. LAWRENCE DR
SUPERPAVE ASPHALTIC CONCRETE SP125 (2.5") ON SUPERPAVE
C/L, 14' WEST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 13"
SULPHUR SPRING RD, NB TRAFFIC
SUPERPAVE ASPHALTIC CONCRETE SP125 (2.6") ON SUPERPAVE
LANE, 113' SOUTH OF CONNIE LN C/L,
ASPHALTIC CONCRETE SP190 (9.9") ON TYPE V AGGREGATE BASE
14' EAST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 12.5"
SULPHUR SPRING RD, SB TRAFFIC LANE, 138' SOUTH OF SULPHUR SPRING
SUPERPAVE ASPHALTIC CONCRETE SP125 (2.0") ON SUPERPAVE ASPHALTIC CONCRETE SP190 (11.0") ON TYPE V AGGREGATE BASE
CT C/L, 13' WEST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 13"
SULPHUR SPRING RD, NB TRAFFIC
SUPERPAVE ASPHALTIC CONCRETE SP125 (2.5") ON SUPERPAVE
LANE, 80' NORTH OF LARKSMORE CT C/L, 12' EAST OF ROADWAY C/L
ASPHALTIC CONCRETE SP190 (10.4") ON TYPE V AGGREGATE BASE (HELD WATER); TOTAL THICKNESS 12.9"
SULPHUR SPRING RD, SB TRAFFIC
SUPERPAVE ASPHALTIC CONCRETE SP125 (3.4") ON SUPERPAVE
LANE, 116' NORTH OF JOHANNA DR
ASPHALTIC CONCRETE SP190 (10.0") ON TYPE V AGGREGATE BASE
C/L, 14' WEST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 13.4"
SULPHUR SPRING RD, NB TRAFFIC
SUPERPAVE ASPHALTIC CONCRETE SP125 (1.9") ON SUPERPAVE
LANE, 115' SOUTH OF ARBOR SPRING
ASPHALTIC CONCRETE SP190 (11.0") ON TYPE V AGGREGATE BASE
DR C/L, 13' EAST OF ROADWAY C/L
(HELD WATER); TOTAL THICKNESS 12.9"
4" TYPE 5 AGGREGATE
ASPHALTIC CONCRETE SP190(10.5") ON TYPE V AGGREGATE BASE
DETAIL "A" FULL DEPTH PAVEMENT REPAIR
( 636) 519. 0990 - LI C.NO.2002006608
SULPHUR SPRING RD, NB TRAFFIC
( SHEET 2 OF 2)
4
MIXTURE SP95 (PG 70-22)C
TYPI CAL SECTI ONS
3
1.25" SUPERPAVE ASPHALTIC CONCRETE
TRA N SPO RTA TIO N
2
DESCRIPTION
RESURFACI NG
1
LOCATION
SULPHUR SPRI NG ROAD
CORE NO.
1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP
PU BLIC W O RK S
SULPHUR SPRING ROAD INVESTIGATIVE CORE DRILLING REPORT
2/1/2023
SAWCUT
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
SAWCUT
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
DESIGNED:
E. BURKART DRAWN:
S. SABO
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.
CHECKED:
J. DOHRMANN SHEET SEQUENCE:
3 OF 52
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22 MSD:
Radius
Length
Type
10+00.00 R1
30380.53
30742.78
Tangent
PI
11+17.61R1
30498.13
30744.40
Tangent
PI
11+17.61R1
30498.13
30744.40
Tangent
PC
13+08.14 R1
30688.54
30737.72
Arc
PC
13+08.14 R1
30688.54
30737.72
Arc
PI
15+60.96 R1
30941.20
30728.84
Arc
CC
31090.68
42189.82
Arc
PT
18+13.69 R1
31194.01
30731.12
Tangent
PT
18+13.69 R1
31194.01
30731.12
Tangent
PC
48+01.74 R1
34181.93
30758.07
Arc
PC
48+01.74 R1
34181.93
30758.07
Arc
PI
55+51.64 R1
34931.80
30764.83
Arc
CC
34172.53
31800.03
Arc
PT
61+01.76 R1
35163.54
31478.03
Tangent
PT
61+01.76 R1
35163.54
31478.03
Tangent
PC
64+07.10 R1
35257.89
31768.43
Arc
PC
64+07.10 R1
35257.89
31768.43
Arc
PI
68+18.16 R1
35384.92
32159.37
Arc
CC
35801.90
31591.67
Arc
PT
71+19.95 R1
35795.95
32163.64
Tangent
PT
71+19.95 R1
35795.95
32163.64
Tangent
PC
99+12.82 R1
38588.66
32192.69
Arc
PC
99+12.82 R1
38588.66
32192.69
Arc
PI
101+22.78 R1
38798.61
32194.87
Arc
CC
38599.39
31160.74
Arc
PT
103+27.09 R1
38992.73
32114.85
Tangent
PT
103+27.09 R1
38992.73
32114.85
Tangent
POE
106+34.09 R1
39276.56
31997.84
11459.16
505.56
2° 31'40"
Right
1042.00
1300.02
71 ° 29'00"
Right
572.00
712.85
71 ° 24'15"
Left
1032.00
414.27
23° 00'00"
Left
MSD BASE MAP:
23R, 24R
NOT FOR
POB
Direction
PRELI MI NARY
Tangent
Theta
BY
SulphurSpring
Rotation
REV.DATE
AligmentName:
Delta /
CONSTRUCTI ON
Easting
DESCRI PTI ON
Northing
REVI SI ONS
Station
APP.
Point
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
Element
DATE:
( 636) 519. 0990 - LI C.NO.2002006608
( SHEET 1 OF 1)
PU BLIC W O RK S
ALI GNM ENT I NFORM ATI ON
RESURFACI NG
SULPHUR SPRI NG ROAD
TRA N SPO RTA TIO N
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
J. DOHRMANN SHEET SEQUENCE:
4 OF 52
COUNTY PROJECT NO.
AR-1826 Pg 1694 c Co.DB 7314 ectri on El Esm t.to Uni on approx.) ocati (l
N/F
595 Big Bend Rd.
PBF Properties, LLC
(U.I.P.)
(U.I.P.)
(U.I.P.)
RAMP
0B
4
ASPHALT
0A
WATER METER
RAMP
PARKING
P.S.E.
(U.I.P.)
P.S.E.
T.S.C.L.
(U.I.P.)
P.S.E.
St .L ou i s Cou n t y DB 1 1 463 Pg 978 & DB 1 1 908 p g1 21 0
SIGNS
T.S.C.L.
BRUSH L I NE
R C P
1 2" RCP
TRAFFI C SI GNAL
(U.I.P.)
WATER
STA
VALVE
(U.I.P.)
TRAFFIC PULLBOX
(U.I.P.)
GAS
PI
(U.I.P.)
BEGIN PROJECT STA. 10+95.89 (SAWCUT)
ASPHALT
CURB INLET 24R3-329D
(U.I.P.)
EXIST. ROW
(U.I.P.)CONCRETE
CONCRETE
SIGN
PAVEMENT
(U.I.P.)
(T.B.R.)
K WAL
*
SULPHUR SPRING RD.
24R3-330D
MANHOLE
MANHOLE 24R3-374D
24R3-332D
(A.T.G.)
(A.T.G.)
(A.T.G.)
ASPHALT
12+00
11+00
15+00
14+00
13+00
PAVEMENT
SIGN
SIGN
(U.I.P.)
(U.I.P.)
PAVEMENT AN (U.I.P.) CONCRETE MEDI
TRAFFI C SI GNAL
(U.I.P.)
SIGN
MANHOLE NO MSD ID
UTI L I TY POL E
SIGN
UTI L I TY POL E
(U.I.P.)
(U.I.P.)
(U.I.P.)
(U.I.P.) CURB INLET (U.I.P.) 24R3-328D
(U.I.P.)SIGN
W 0' 1
(U.I.P.)
TRAFFIC
TRAFFIC
PULLBOX
PULLBOX
(U.I.P.)
(U.I.P.)
(U.I.P.)
MANHOLE 24R3-330D
y DB 5974 Pg 444 t n s Cou i ou .L o St E.t D. P.
(U.I.P.)
CONCRETE
UTILITY PULLBOX
WATER VALVE
(U.I.P.)
(U.I.P.)
(U.I.P.)
C N E T E R
W
O
AL K
(U.I.P.)
W
CO
P . I K U. L ( A
) . P
K (U.I.P.) CONCRETE WAL
6 81 2275 Pg 1 y DB 1 t n s Cou i ou .L St
ST.ROW EXI CURB INLET 24R3-373D
TRAFFIC PULLBOX
FIRE HYDRANT
(U.I.P.) WATER VAL VE
(U.I.P.)
(U.I.P.)
(U.I.P.)
T.S.C.L.
(U.I.P.)
RAMP
WATER METER
6
Treetop Associates LOT 2
DB 7181 Pg 2014 601 Big Bend Rd. Loc. #24R311051
RC
(U.I.P.)
N/F Su n s e tPr op e r t i e s ,L L C DB 1 6543 Pg 2885 1 1 1 6 Su l p h u rSp r i n g Rd . L oc .# 24R31 1 004 Re p or t22309697KEE ( r e c i e v e d 8322)
Report #21-293214-KEE
12 "
St.Loui s County DB 7688 Pg 1 931
RD.
(U.I.P.)
2/1/2023
49
LOT A
P L
TREETOP COMMERCIAL CENTER
Pg 444
GUY WI RE
DATE:
SIGN BASE
(U.I.P.)
B EN D
(U.I.P.)
N/F
CURB INLET 24R3-322D
B IG
PAVEMENT
2
(U.I.P.)
St.Loui s County DB 5974
CURB INLET 24R3-334D
1
MODULAR BLOCK RETAINING WALL
P L
CONCRETE
RAMP
NC RE TE
C
CONCRETE MEDI AN
TREE
TELEPHONE PEDESTAL
FIRE HYDRANT
2" RCP 1
SIGN
(U.I.P.)
SIGN
SIGN
(U.I.P.)
(U.I.P.)
900 rCo.DB 7242 Pg 1 e t y Wa t n s Cou i ou .L o St .t mt Es
7 81 7 Pg 1 rCo.DB 791 e t y Wa t n s Cou i ou .L o St .t mt Es
P RC 2" 1
(U.I.P.)
SIGN (U.I.P.)
(U.I.P.)SIGN
PLAT 3 PB 357 PG 19
TREETOP COMMERCIAL CENTER PB 353 PG 283
P L
N/F Treetop Associ ates DB 7181 Pg 2014 621 Bi g Bend Rd. Loc.#24 R311040
(U.I.P.)
931 y DB 7688 Pg 1 t n s Cou i ou .L St
TREETOP COMMERCI AL CENTER PLAT 3 PB 357 PG 1 9
SIGN
K(U.I.P.) CONCRETE WAL
LOT A
(U.I.P.)
UTI L I TY POL E
PC STA
TRAFFI C SI GNAL
(U.I.P.)
St .L ou i s Cou n t y DB 5974 Pg 444
13+08.14
15" RC P
SIGN (U.I.P.)
12" RCP
SIGN
(U.I.P.)
DESCRI PTI ON
K(U.I.P.) CONCRETE WAL
St .L ou i s Cou n t y DB 8332 Pg 1 057
12" RCP
12" RCP
EXIST. ROW
LEGEND
( SHEET 1 OF 19)
10+00
(U.I.P.)
(U.I.P.)
MANHOLE
VALVE
CURB INLET 24R3-333D
7 Pg 38 .PB 31 mt Es
W 0' 1
PLAN SHEET
POT STA
SIGN
(U.I.P.)
L ANDSCAPE AREA
MATCHLI NE STA.15+00
11+17.61
10+00.00
(U.I.P.) 1 2 "
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
RAMP
PU BLIC W O RK S
STREET L I GHT SIGN
APP.
REVI SI ONS
Report #21-293215-KEE
12" RCP
(U.I.P.)
SIGN
Loc. #24R310959
12" RCP
TRAFFI C SI GNAL
T.S.C.L.
430 Arbor Spring Dr.
(U.I.P.)
(U.I.P.)
SIGN
DB 21594 Pg 2569
FULL DEPTH SAWCUT
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
. mt s Es s e c s Ac os Cr PB 287 Pg 32
Loc. #24R310858 Report #21-293213-KEE
RESURFACI NG
VALVE
DB 17940 Pg 3369
NOT FOR
CURB INLET 24R3-323D
GAS
3
CONSTRUCTI ON
N/F Macs Convenience Stores, LLC
(U.I.P.)
PB 317 PG 38
TRA N SPO RTA TIO N
1
PRELI MI NARY
(U.I.P.)
SULPHUR SPRI NG ROAD
SIGN
(U.I.P.)
ARBOR RIDGE
BY
PULLBOX
OUTLOT B
P L
REV.DATE
PB 2 8 7 PG 3 2
TELEPHONE
SIGN
(U.I.P.)
Pg 38
BI GS PRI N G S S U BD.
CURB INLET 24R3-324D
TRAFFIC PULLBOX
Esm t.PB 317
LOT 1
(U.I.P.)
(U.I.P.)
23R, 24R
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
( U. I . P. ) AN CONCRETE MEDI
(U.I.P.)
P L
8 Pg 3
CURB INLET 24R3-109D
60
SCALE: 1" = 20'
P L
RC P 15"
(U.I.P.)
40
SCALE IN FEET
17 PB 3 Esm t
UTI L I TY POL E
20
10' W
B EN D
(Form erl y Oak St.)
B IG
MSD BASE MAP: 0
W 15'
12" RCP
MSD:
) P. .
(U.I.P.)
E-W GATEWAY TIP NO.
7124D-22
I U. CONCRETE W ALK (
TEL EPHONE PEDESTAL
STP-9901(659)
N
RD.
FEDERAL PROJECT NO.
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
5 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 Common Gr ou n d& BMP Re s e r v e PB 363 Pg 535
FEDERAL PROJECT NO.
P L
STP-9901(659)
N
P L
E-W GATEWAY TIP NO.
7124D-22 MSD:
MSD BASE MAP:
Esm t.to U.E.Co.DB 7162 P g 1101
VALVE
Es mt .PB 31 7 Pg 38
EXIST. ROW
(U.I.P.)
ELECTRIC PEDESTAL
(U.I.P.)
SIGN
BRICK
(U.I.P.)
(U.I.P.)
DRIVEWAY
BRICK
20' W
(U.I.P.)
(U.I.P.)
26' W
(U.I.P.)
15" RCP
MAILBOX
(U.I.P.)
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 1 86 Pg 48
(U.I.P.)
(U.I.P.)
CONCRETE APPROACH
CONCRETE APPROACH
MAILBOX
(U.I.P.)
(U.I.P.)
18+00
(U.I.P.)
BRICK
ELECTRIC
DRIVEWAY
CONCRETE WAL K(U.I.P.)
(U.I.P.)
MANHOLE
(U.I.P.)
MAILBOX
(U.I.P.)
20+00 ASPHALT
UTILITY POLE
(U.I.P.)
(U.I.P.) UTILITY POLE (U.I.P.)
CONCRETE PAVEMENT
(U.I.P.) SIGN(U.I.P.)
(A.T.G.)
(U.I.P.)
TRAFFIC
(U.I.P.)
WATER VALVE
CURB INLET 24R3-378D
PULLBOX
18+13.69
PAVEMENT
UTILITY POLE
DESCRI PTI ON REV.DATE
(U.I.P.)
CONCRETE APPROACH
19+00
PAVEMENT
PAVEMENT
SHRUBS
(U.I.P.)
DRIVEWAY
MAILBOX
17+00
ASPHALT
PEDESTAL
TREE
PEDESTAL
CONCRETE APPROACH
SULPHUR SPRI NG RD. UTILITY POLE (U.I.P.)
CONCRETE WAL K (U.I.P.)
St .L ou i s Cou n t y DB 1 2522 Pg 480
(U.I.P.)
SIGN
DATE:
2/1/2023
TRAFFIC
L OT B
TREETO P C O MMERC I A LC EN TER PL A T 3 PB 3 5 7 PG 1 9
THE GODDARD SCHOOL OF MANCHESTER
N/F Kl a u s ,Na t a l i e & Pa t r i c k DB 15221 Pg 1741 504 Tr e e t op Tr a i l Dr . Loc. #24R330373
TRA N SPO RTA TIO N
N/F Dunn, John & Amy DB 23070 Pg 1415 500 Tr e e t op Tr a i l Dr . Loc. #24R330382 P L
TREETO P PL A T 2 PB 1 7 9 PG 9 5
P L
LEGEND
PLAN SHEET
P L
(U.I.P.) P L
RESURFACI NG
Loc. #24R331941 Re p or t# 21 29321 7KEE
WOOD PRIVACY FENCE
38 T 37 LO T LO
DB 18917 Pg 1150 1 1 08 Su l p h u rSp r i n g Rd .
Es mt .t o L a c l e d e Ga s Co. DB 7264 Pg 270
SULPHUR SPRI NG ROAD
N/F CCE Properties, LLC
Es mt .PB 1 79 Pg 95
LO T 38 LO T 39
5
1 0' W
Esm t.PB 179 Pg 95
3
7
10' W
RAMP
(U.I.P.)
Pg 270
(U.I.P.)
PAVEMENT
1 0' W
7264
RAMP
2
PULLBOX
EXIST. ROW
ESm t.to Lacl ede Gas Co.DB
ASPHALT WATER VALVE
PT STA
RAMP
(U.I.P.)
18" RCP
UTILITY PULLBOX
Perm .Drai nage Esm t. to St.Loui s County DB 12275 Pg 1816
1 0' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB 7242 Pg 1 900
10' W
(U.I.P.)
*
T RISER
NE STA.15+00 MATC HLI
SIGN
MANHOLE NO MSD ID
(U.I.P.) ELECTRIC
(U.I.P.)
CURB INLET 24R3-376D
(U.I.P.)
1 2" RCP
16+00
Es mt .PB 363 Pg 535
EXIST. ROW
CONCRETE WA L K (U.I.P.)
St .L ou i s Cou n t y DB 8332 Pg 1 057
ASPHALT
TELEPHONE PEDESTAL
BRICK(U.I.P.)
DRIVEWAY
15+00
(U.I.P.)
WATER METER
( SHEET 2 OF 19)
1 0' W
(U.I.P.) TELEPHONE PEDESTAL
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
(U.I.P.)
PU BLIC W O RK S
GAS
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
TELEPHONE PEDESTAL
(U.I.P.) CURB INLET 24R3-375D
(U.I.P.) TELEPHONE PEDESTAL
NOT FOR
(U.I.P.)
CONSTRUCTI ON
SIGN
(U.I.P.)
PRELI MI NARY
(U.I.P.)
N/F Fr e i b e r g e r ,Th oma s V.& J oy c e T. DB 22974 Pg 2950 1 1 09 Su l p h u rSp r i n g Rd . Loc. #24R332014
MATC HLI NE STA.20+50
15" RCP
AREA INLET NO MSD ID
LOT 2
5
LOT 1 LOT 2
RAMP
N/F Fy a l k a ,Rob e r t& J u d y DB 23944 Pg 490 1 1 1 3 Su l p h u rSp r i n g Rd . Loc. #24R332005
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
N/F Pr a d e e p ,L a k s h mi N.& Uma M. DB 22504 Pg 1098 1 1 1 7 Su l p h u rSp r i n g Rd . Loc. #24R331996
LOT 3
N/F Burns, Virginia DB 24808 Pg 3648 1 1 21Su l p h u rSp r i n g Rd .
LOT 4 LOT 5
Pe r m.Dr a i n a g e Es mt . to St. Louis County DB 11580 Pg 696
BY
TRO A S ES TA TES PB 3 6 3 PG 5 3 5
Loc. #24R331987
CONCRETE PAVEMENT
REVI SI ONS
P L
APP.
P L
END PAVEMENT AT NEAREST JOINT T.S.C.L.
23R, 24R
P L
10' W
10' W
N/F SADL Properties, LLC DB 17194 Pg 4748 431 Arbor Spring Dr. Loc. #24R331611 Report #21-293216-KEE
60
SCALE: 1" = 20'
LOT 4
Pg 38
Esm t.PB 317
4
10' W
P L
40
P L
LOT 3
Pg 38
A RBO R RI DG E PB 3 1 7 PG 3 8
Esm t.PB 317
Pg 38 PB 317 50' W
A R B OR
P L
OUTL OT A
20
SCALE IN FEET
*
SP R IN G
DR.
0
PROPOSED ASPHALTIC
P L
LO T LO 37 T 36
CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
6 OF 52 REMOVE CONCRETE SLAB
LOT 1
P L
LOT 3
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
*
Basak, Ropak & Anindita
. o St .t mt k Es l wa e d W Si 5' y PB 368 Pg 203 t n s Cou i ou L
L OT 2 L OT 1
P L
STP-9901(659)
N
N/F
E-W GATEWAY TIP NO.
DB 24442 Pg 4371
7124D-22 Esm t.PB 368 Pg 203
487 Brightfield Trl.
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. DB 1 2732 Pg 1 554 TREES
ET NL CURB I (U.I.P.)
12" RCP
24 "
(U.I.P.) MANHOLE
(U.I.P.)
21+00
22+00
23+00
RC P
24R3-382D
MAILBOX
24+00
MANHOLE 24R3-034D
END PAVEMENT AT NEAREST JOINT
25+00
(U.I.P.)
PAVEMENT
VALVE
VALVE
MAILBOX
(U.I.P.)
(U.I.P.) TREES
ELECTRIC
(U.I.P.)
TREE LINE
PEDESTAL
TREES
(U.I.P.)
(U.I.P.)
(U.I.P.)
WATER METER
(U.I.P.)
4
5 LOT
LOT 3 LOT 4
2 3 LOT LOT
LOT
(U.I.P.)
N/F
N/F
N/F
N/F
. rL e f i n n e .& J on J ,J s n i k n e J 038 2 Pg 1 651 DB 1 . g Rd n i r rSp u h p l 026 Su 1
a N. y u s n R.& An i g ,Na l e t Pa DB 24258 Pg 2095 . g Rd n i r rSp u h p l 022 Su 1
Steinlage, Christine (Affidavit DB 19349 Pg 3636)
822 24R331 .# oc L
831 24R331 .# oc L
1018 Sulphur Spring Rd.
c a p h Se t i d u ,J c a p .Se eJ c n e or Fl c a p .Se sJ a ol h c & Ni 382 Pg 327 DB 21 6 Pg 5) tDB 2391 i v a d i f Af (
DB 18560 Pg 1736
Loc. #24R331914
TELEPHONE PEDESTAL
TRAFFIC PULLBOX
(U.I.P.)
(U.I.P.)
N/F y h t ,Ca s s i l mb a Ch 990 2 Pg 1 DB 2371 . g Rd n i r rSp u h p l 004Su 1
RAMP T.S.C.L.
DESCRI PTI ON
REVI SI ONS
APP.
13
P.S.E.
886 24R331 .# oc L
. g Rd n i r rSp u h p l 0 Su 01 1 932 24R331 .# oc L
10' W
24R330391 .# oc L
(U.I.P.)
TREE
DRIVEWAY
LOT 1 LOT 2
LOT 1 PB 19 Pg 28
Esm t.PB 179 Pg 95
N/F on K. r a R.& Sh l l e r r ,Da e l g En 791 086 Pg 1 1 DB 1 . Dr l i a op Tr t e e 505 Tr
METER
CONCRETE
RC P
10
WATER TREE
24 "
RAMP
VALVE
(U.I.P.)
(U
(U.I.P.) P L
WATER
T AL AY PH AS EW ) V . I P DR . I.
VACY FENCE WOOD PRI
) .
(U.I.P.)
VEW AY DRI
TELEPHONE PEDESTAL
(U.I.P.)
CONCRETE ( ) P. . I U.
EXIST. ROW
(U.I.P.)
METER
P . I U. TE ( C RE CO N AY V EW DRI
EXIST. ROW
SHRUB (U.I.P.)
E TY POL I L UTI
(U.I.P.)
VALVE
St. Louis County DB 11760 Pg 1682 ET NL TELEPHONE E CURB I BL DOU PEDESTAL 385D (U.I.P.) 24R3(U.I.P.) CONCRETE WALK(U.I.P.)
APPROACH
WATER
GAS (U.I.P.)
(U.I.P.)
CONCRETE
E TY POL I L UTI (U.I.P.)
MANHOLE (A.T.G.) 24R3-147S
E TY POL I L UTI
TRA N SPO RTA TIO N
MAILBOX
(U.I.P.)
2/1/2023
. I . P. )
St. Louis County DB 11515 Pg 1854
(U.I.P.) WATER
CO N C RE TE DRI V EW AY ( U
(U.I.P.) MAILBOX
(U.I.P.) WATER
DATE:
LOT 1 PB 19 Pg 28 LOT 2 PB 19 Pg 28
(U.I.P.)
E(U.I.P.) TY POL I L UTI
E(U.I.P.) TY POL I L UTI
(U.I.P.)
8" VC P
E TY POL I L UTI
nage Esm t. Perm .Drai s County to St.Loui DB 11760 Pg 1682
(U.I.P.)
REV.DATE
26+00 ASPHALT
MAILBOX
BY
PB 301 Pg 35 50' W
DR.
2" RCP 1
1 8" RC P
037D 24R3-
S EPA CS U BD. PB 3 5 0 PG 6 9 7
LEGEND
P L
39 T 40 O L T LO
SHEET 3 OF 19)
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 1 31Pg 2
( 636) 519. 0990 - LI C.NO.2002006608
1 5' W
8" V C P
ET NL E CURB I DOUBL 384D (U.I.P.) 24R3-
12" RCP
CONCRETE WALK (U.I.P.)
(U.I.P.)
PU BLIC W O RK S
SIGN
CONCRETE WALK (U.I.P.)
1 2" RCP
JOH A N N A
ET NL CURB I 386D 24R3-
PLAN SHEET
EXIST. ROW
De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 301Pg 35 (U.I.P.)
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
WATER (U.I.P.) VALVE
ET NL CURB I 383D 24R3-
(U.I.P.)
10' W Esm t.PB 301 Pg 35
EXI ST.ROW
(U.I.P.)
FIRE HYDRANT
P
PAVEMENT
26' W
RC P
(U.I.P.)
CONCRETE
8" VCP
TREES (U.I.P.)
TREE
(U.I.P.)
EXIST. ROW
Es mt .PB 368 Pg 203
*
R C
(U.I.P.)
1 0' W
15"
SIGN SIGN
WATER VALVE
12 "
24R3-158S
11
(U.I.P.)
(U.I.P.)
SAWCUT
(U.I.P.)
T RISER
MATCHLI NE STA.20+50
1 2" RC P
(U.I.P.)
NOT FOR
ET NL CURB I 380D 24R3-
(U.I.P.)
MANHOLE
CONSTRUCTI ON
TREE
RAMP
PRELI MI NARY
9
SIGN
(U.I.P.)
20' W Es mt . PB 301Pg 35
RESURFACI NG
RAMP
COMMON GROUND PB 301Pg 35
(U.I.P.)
SULPHUR SPRI NG ROAD
SIGN
(U.I.P.)
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
1 5' W
18" RCP SIGN
MATCHLI NE STA.26+00
STONE BLOCK RETAINING WALL
20' W
Report #21-293219-KEE
(U.I.P.) E CURB DOUBL INLET 043D 24R3-
1 8" RCP
271 24R331 .# oc L KEE 29322021 t# or p Re
P
(U.I.P.) ET NL E CURB I DOUBL D 381 24R3-
24R332061 .# oc L
RC
Loc. #24R332050
N/F s e e t s u s Tr e r e Ac g d e Ri n Pi 901 DB 8864 Pg 1 . a Dr n n a oh 091J 1
12"
DB 13452 Pg 117 495 Brightfield Trl.
(U.I.P.)
N/F a n & Ni l u ,Pa r e g g e n n Da 7 1 3452 Pg 1 DB 1 . g Rd n i r rSp u h p l 1Su 01 1
Dannegger, Paul & Nina
23R, 24R
SCALE IN FEET
8" V CP
8
N/F
St .L ou i s Cou n t y DB 7848 Pg 1 262
(U.I.P.)
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. WATER(A.T.G.) DB 1 2732 Pg 1 546 VALVES
10' W
7 (U.I.P.)
L OT 1
P L
SIGN
ASPHALT
1 5' W
PI N E RI DG E A C RES PB 3 0 1 PG 3 5 P L
598 Pg 481 1 DB 1
60
40
SCALE: 1" = 20'
. mt e Es g a n i a m.Dr r Pe y t n s Cou i ou .L o St t
of Juniper Acres PB 244 Pg 38
20
P L
Esm t.PB 301 Pg 35
10' W
PB 156 Pg 36 60' W
A Subdivision of Lot 1
PAVEMENT
CONCRETE SIGN
TREE
(U.I.P.)
PDG L O TS PB 3 6 8 PG 2 0 3
LOT 2 LOT 3
CONCRETE W ALK
CK BRI
VEW AY DRI
8
P L
*
RAMP
OT 1 L OT 2 L
15" RCP
) P. . I U. (
24R332023 .# oc L KEE 829321 21 t# or p Re
) P. . I U. (
10' W
N/F a c i s s e ,J s e y t& Ha n a ,Gr on d n a L DB 24828 Pg 4236 . g Rd n i r rSp u h p l 05 Su 1 1
B R IG H T F IELD
Sewer Esm t.DB 7731 Pg 244
6
P L
MSD BASE MAP: 0
*
T R A IL
P L
7' W Perm .Drai nage Esm t.to St.Loui s County DB 7951 Pg 1707
P L
MSD:
Esm t.PB 131 Pg 2
Loc. #24R332041
PROPOSED ASPHALTIC CONCRETE WEDGE & P L
P L
P L
P L
P L LP
P L
SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
7 OF 52 P L
P L
REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
7124D-22
MSD BASE MAP:
P L
(U.I.P.)
Es mt .t o St .L ou i s Cou n t y wa t e rCo.DB 1 2732 Pg 1 543
TREE
TREE
(U.I.P.)
(U.I.P.) WATER VALVE
(U.I.P.)
(U.I.P.) FIRE HYDRANT
1 1 ' W
ASPHALT
EXIST. ROW
Es mt .t o M. S. D.DB 9378 Pg 87
TREE
TREE
(U.I.P.)
(U.I.P.)
Es mtPB 31 3 Pg 45
TREE
TREE
(U.I.P.)
(U.I.P.) TREE
(U.I.P.)
(U.I.P.)
ET NL CURB I 277D 24R2-
DRIVEWAY
ET NL E CURB I DOUBL 389D (U.I.P.) 24R3-
(U.I.P.)CONCRETE WALK CONCRETE
12" RCP
APPROACH (U.I.P.)
ET NL E CURB I DOUBL 272D (U.I.P.) 24R2-
26' W
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 31 3 Pg 75
(U.I.P.)CONCRETE WALK
1 5' W
De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 1 95 Pg 60 12" RCP
MAILBOX
(U.I.P.)
28+00
29+00
8" VCP
RC 36 "
(U.I.P.) E TY POL I L UTI
St. Louis County DB 12522 Pg 489
(U.I.P.)
ET NL E CURB I DOUBL 388D (U.I.P.) 24R3-
CONCRETE WALK (U.I.P.)
(U.I.P.) (U.I.P.)
WOOD PRIVACY FENCE
(U.I.P.)
(U.I.P.)
TREE
(U.I.P.)
WOOD FENCE
(U.I.P.)
T.S.C.L.
(U.I.P.)
RAMP
10
RAMP 15
TREE
(U.I.P.) SIGN
(U.I.P.)
SAWCUT
S U L PHU R C REEK PB 1 8 1 PG 2 5
P L
Esm t.to St.Loui s W ater Co.DB 7108 Pg 2187
749 24R331 .# oc L LOT 2A Perm. Drainage Esmt. to St. Louis County DB 12522 Pg 489
5' W
PB 2 6 8 PG 1 7
P L
P L
16
(U.I.P.)
L OT 2 L OT 3
SIGN
(U.I.P.)
P L
MODULAR BLOCK
N/F s i .& Kr m J a i l l ,Wi l a Be 549 DB 7798 Pg 1
SHRUB
. n L l a n i d r 502 Ca 0332 24R61 .# oc L KEE 29322221 t# or p Re
N/F a F. l u .& Pa dL r a h c ,Ri on s r e d An 838 0948 Pg 1 DB 1 . g Rd n i r rSp u h p l 000 Su 1
(U.I.P.)
TREE
TREE
LN .
MANHOLE 24R2-130S
PB 19 Pg 28
R C
Perm. Drainage Esmt. to St. Louis County DB 11803 Pg 2384
(U.I.P.)
30' W
(U.I.P.)
Perm. Drainage Esmt. to St. Louis County DB 12522 Pg 489
BO U N DA RY A DJ U S TMEN T PL A T O F L O T 2S U L PHU R S PRI N GS U BD. & L O T 2 HA U HA RT HO ME PL A C E
2/1/2023
ET NL CURB I 276D 24R2-
SIGN
TREE
CA R D IN A L
MANHOLE 24R2-136S
(U.I.P.)
(U.I.P.)
GUY WIRE(U.I.P.)
BRUSH LINE
P
(U.I.P.)
14
d e d i c a t e dt o St .L ou i s Cou n t y PB 1 81Pg 25
(U.I.P.)
ASPHALT PAVEMENT
DATE:
TREE
3 6 "
WATER METER
1 8' W 8" VCP
12" RCP
Lot 2 PB 19 Pg 28 LOT 6 PB 19 Pg 28
P.S.E.
(U.I.P.)
(U.I.P.)
TRAFFIC PULLBOX
RAMP
E TY POL I L UTI
ET(U.I.P.) NL CURB I D 271 24R2-
12" RCP
EXIST. ROW
T.S.C.L.
Es mt .t o L a c l e d e Ga s Co.DB 6687 Pg 337 Su b or d i n a t i on Ag r e e me n tDB 71 1 5 Pg 47
*
CONCRETE WAL K(U.I.P.)
UTILITY POLE
1 0' W
dedi cated to St.Loui s County for Publ i c Use PB 181 Pg 25
SIGN(U.I.P.)
(U.I.P.)
31+00
10' W
E TY POL I L UTI
30+00
NG W ALL NI ( U. I . P. )RETAI
27+00
P
26+00
LEGEND
PLAN SHEET
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. PB 300 Pg 1 4 ( s u b j e c tt o t e r ms & c on d i t i on st h e r e i n )
1 0' W
Es mtPB 31 3 Pg 45
(U.I.P.)
EXIST. ROW
26' W
1 0' W
TRA N SPO RTA TIO N
(A.T.G.)
1 5' W
TREE
(U.I.P.)
RESURFACI NG
0' W Es mt .PB 301Pg 35 EXI ST.ROW 1
( SHEET 4 OF 19)
TREE
( 636) 519. 0990 - LI C.NO.2002006608
Perm. Drainage Esmt. to St. Louis County DB 12225 Pg 1694
PB 300 Pg 1 4
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
Es mt .t o St .L ou i s Cou n t y Wa t e rCo.
441 1 24R61 .# oc L
SULPHUR SPRI NG ROAD
20' W
450 1 24R61 .# oc L
POLYVINYL PRIVACY FENCE
PU BLIC W O RK S
(U.I.P.)
12
N/F C L ,L I sI e i t r e op s Pr a l At 406 8006 Pg 1 DB 1 . g Rd n i r rSp u h p l 941Su
NOT FOR
RAMP
(U.I.P.)
WATER VALVE
N/F e C. i n n e n P.& J e v e ,St e b b a Cr 855 9938 Pg 1 DB 1 . e Dr c a a Pl n n a oh 436 J
P RC
CONSTRUCTI ON
" 36
PRELI MI NARY
5' W DB 9378 Pg 1387
MATCHLI NE STA.31+75
GHT I STREET L
10'W Esmt to M.S.D.
J O HA N N A PL A C E PB 3 1 3 PG 7 5
10' W
363 24R331 .# oc L KEE 293221 21 t# or p Re
10' W
CONCRETE W ALK ( U. I . P. )
(U.I.P.)
Loc. #24R611373
LOT 8 LOT 17
N/F a M. n o,Gi s u r Ca 429 792 Pg 1 1 DB 1 ) e e r c 1De 3650 Pg 51 DB 1 ( . a Dr n n a oh 092 J 1
LO LO T 9 T 8
E CURB DOUBL INLET 042D 24R3-
Bolby, Christopher M. & Smith, Justin M. DB 22972 Pg 1527 957 Sulphur Spring Rd.
Esm t.PB 301 Pg 35
9
REVI SI ONS
BOUNDARY ADJUSTMENT PLAT
BY
P L
P L
REV.DATE
TUMULTY SUBURBAN ACRES SOUTH
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
ADJUSTED LOT A
Esm t PB 313 Pg 45
Loc. #24R611461
DESCRI PTI ON
SCALE: 1" = 20'
APP.
DB 23008 Pg 1529
PI N E RI DG E A C RES PB 3 0 1 PG 3 5
23R, 24R
SCALE IN FEET
432 Johanna Place Dr.
P L
60
40
N/F
N/F
12" RCP
20
Nielson, Timothy M. & Katherine M.
P L
PB 312 PG 73
MATCHLI NE STA.26+00
MSD:
0
L OT 1 9 L OT 20
MAILBOX
E-W GATEWAY TIP NO.
P L P L
20' W
P L
L OT 1 8 L OT 1 9
Esm t PB 313 Pg 45
Esm t.PB 301 Pg 35
N
STP-9901(659)
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
8 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826
P L
FEDERAL PROJECT NO.
10' W Esm t PB 245 Pg 11
N
Ad j .L ot1 0 PB 358 Pg 21 7 P L
S O RREN TO PL A T N O . 1 PB 1 2 0 PG 5 2
P L
Lot 9
(U.I.P.) VACY FENCE NYL PRI YVI POL
RAMP Perm. Drainage Esmt.
R
to St. Louis County DB 11724 Pg 1629
EXIST. ROW MANHOLE 282D 24R2-
(U.I.P.)CONCRETE WALK
*
(U.I.P.)
ET NL E CURB I DOUBL 062D (U.I.P.) 24R2-
St .L ou i s Cou n t y DB 1 1 724 Pg 1 629
CONCRETE WALK (U.I.P.)
De d i c a t i on f orPu b l i c Us e PB 235 Pg 85 5'W Esmt. to St. Louis County
(U.I.P.)MAILBOX
St. Louis County DB 1 1 472 Pg 1 099
33+00
34+00
35+00
36+00
37+00
ASPHALT PAVEMENT
UTILITY POLE
(U.I.P.) (U.I.P.)
MAILBOX UTILITY POLE
TRAFFIC
(U.I.P.)
PULLBOX
(U.I.P.)
(U.I.P.)
MAILBOX
MAILBOX
(U.I.P.) GUY WIRES (U.I.P.)
(U.I.P.)
St .L ou i s Cou n t y DB 1 2460 Pg 1 845
UTILITY POLE (U.I.P.)
(U.I.P.)
SIGN
20' W
De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 249 Pg 63
UTILITY POLE
(U.I.P.) (U.I.P.)
EXIST. ROW
CONCRETE DRIVEWAY
ELECTRIC
(U.I.P.)
TREE
PEDESTAL
CONCRETE
(U.I.P.)
(U.I.P.)
DRIVEWAY
EXIST. ROW
1 0' W
TREE(U.I.P.)
ET NL E CURB I DOUBL (U.I.P.) 280D 24R2-
(U.I.P.)CONCRETE WALK (U.I.P.)
6" RCP
CONCRETE
FIRE
SHRUB LINE
DRIVEWAY
HYDRANT
(U.I.P.)
(U.I.P.)
(U.I.P.)
Es mt .PB 249 Pg 63
(U.I.P.)
MANHOLE 064D 24R2-
(U.I.P.)
TREE
(U.I.P.)
(U.I.P.)
EXIST. ROW
(U.I.P.)
(U.I.P.) WATER METER
26' Wi d e n i n g De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 280 Pg 1 0
GUY WIRES
SHRUB TREE
8" VCP
CONCRETE WALK (U.I.P.)
SHRUB
2/1/2023
1 0' W
MANHOLE 06S 1 24R2-
Es mt .PB 285 Pg 2
8" VCP
WATER METER
TREE
1 0' W
(U.I.P.)
TREES
RAMP
(U.I.P.)
19
(U.I.P.)
V
MANHOLE S 61 1 24R2-
EPHONE TEL PEDESTAL
8"
(U.I.P.)
Es mt .PB 280 Pg 1 0
RCP 5" 1
(U.I.P.)
C
(U.I.P.)
(U.I.P.)
N/F a S. n h ob a & Sh t h ,Me h s i t Sa 0638 Pg 2296 DB 1 . s Ct e t a t n Es 500 Fox Ru
LO T LO 8 T 7
Esm t.PB 280 Pg 10
VACY FENCE WOOD PRI
N/F e R. i l u n H.& J a i ,Br x u L 239 4099 Pg 1 DB 1 . s Ct e t a t n Es 503 Fox Ru 098 1 24R61 .# oc L
P L
LO T 9 LO T 1 0
LEGEND P L
PLAN SHEET
FO X RU N ES TA TES PB 2 8 0 PG 1 0
RESURFACI NG
Loc. #24R611111
P L
P L
SULPHUR SPRI NG ROAD
02 1 1 24R61 .# oc L N/F .& sJ a l g ,Dou l l e n Don O' Rosemarie A. 954 Pg 3828 DB 21 . s Ct e t a t n Es 504 Fox Ru
10' W
PB 19 Pg 28 LOT 7
L EE ES TA TES PB 2 8 5 PG 2
LOT 12 PB 19 Pg 28
230 1 24R61 .# oc L
10' W
331 1 24R61 .# oc L
LOT 2 LOT 1
322 1 24R61 .# oc L
LOT 3 LOT 2
N/F y D. d u e W.& J v e ,St n e r d n Bu 7 41 3 Pg 1 DB 881 . g Rd n i r rSp u h p l 932 Su
10' W
Esm t.PB 249 Pg 63
N/F . L i od n H.& J oh ,J e Hos 6223 Pg 758 DB 1 . g Rd n i r rSp u h p l 934 Su
8 T 9 LO T LO
N/F . nL i v r .& Me L i r a ,Sh r e d a Cr DB 22596 Pg 3690 . g Rd n i r rSp u h p l 936 Su
Esm t.PB 249 Pg 63
P
N/F g n g T.Da n m & Ha a y Q.L Hu DB 22490 Pg 2505 . n L l a n i d r 503 Ca 661 1 24R61 .# oc L
( SHEET 5 OF 19)
CONCRETE WALK (U.I.P.)
11
UTILITY POLE
(U.I.P.)
VE WATER VAL
DATE:
PU BLIC W O RK S
32+00
Water Co. PB 120 Pg 52
15" RCP
(U.I.P.)MAILBOX
TRA N SPO RTA TIO N
20' W
CONCRETE APPROACH
1 5" RC P
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
(U.I.P.)
(U.I.P.)
PRELI MI NARY
TREE
(U.I.P.)
SIGN
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
" 12
Es mtPB 245 Pg 1 1
*
NOT FOR
18
WATER VALVE
DRIVEWAY
(U.I.P.)
DESCRI PTI ON
REVI SI ONS
ET NL CURB I 283D 24R2-
(A.T.G.)
SHRUB
APP. BY
643 1 24R61 .# oc L
MATCHLI NE STA.37+00
DRIVEWAY
a A. i h t n n P.& Cy oh ,J r e i n s Me 7051Pg 3645 DB 1 . o Dr t n e r 438 Sor
(U.I.P.)
(U.I.P.)
1 0' W
REV.DATE
N/F
UTILITY POLE
CONCRETE
EXIST. ROW
P L
P L
P 2" RC 1
TREE
(U.I.P.)
P L
SAWCUT
17
(U.I.P.)
ASPHALT
625 1 24R61 .# oc L KEE 29322521 t# or p Re
P
(U.I.P.)
N/F d mou h Ma l d & Ama mou h rMa e h Ka 604 Pg 2629 1 DB 1 . o Dr t n e r 436 Sor
CONSTRUCTI ON
TREE
(U.I.P.)
12" RCP
(U.I.P.)
RAMP WATER METER
TREE
MATCHLI NE STA.31+75
(U.I.P.)
13
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
ET NL CURB I 284D 24R2-
Gebhardt, Cory 266 Pg 677 DB 21 . g Rd n i r rSp u h p l 935 Su 0372 24R61 .# oc L
Esm t.PB 120 Pg 52
. y Dr t l mu 496 Tu 0424 24R61 .# oc L KEE 29322421 t# or p Re
23R, 24R
SCALE: 1" = 20'
C
N/F
TU M U LT Y
N/F n n a ,Ry u e i d Homme ' L 356 DB 20704 Pg 1
60
40
SCALE IN FEET
L O L O T T 9 8
12
LOT 3 LOT 8
S O MMERS ET ES TA TES PB 2 3 5 PG 8 5
10' W
S O MMERS ET ES TA TES PL A T TWO PB 2 4 5 PG 1 1
5' W
10' W
Esm t.PB 245 Pg 11
Esm t PB 313 Pg 45
P L
20
P L
10' W
P L
DR.
Es mtPB 245 Pg 1 1
PB 43 Pg 89
5' W
LOT 7 LOT 8
50' W
Es mtPB 245 Pg 1 1
Esm t PB 245 Pg 11
5' W P L
EXIST. ROW
MSD:
MSD BASE MAP: 0
TREE
E-W GATEWAY TIP NO.
7124D-22
LOT 8 LOT 7
P L
STP-9901(659)
P L PROPOSED ASPHALTIC
CONCRETE WEDGE & P L P L
SURFACE COURSE
DESIGNED:
E. BURKART
P L P L
PROPOSED FULL DEPTH
FOX RUN
ESTATES CT.
PAVEMENT REPAIR
DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
9 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
N
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22
S O RREN TO PL A T N O . 2 PB 1 2 4 PG 3 6
P L
MSD:
MSD BASE MAP: 0
20
P L
60
40
23R, 24R
REVI SI ONS TRAFFIC SIGNAL
P
(U.I.P.)
TREE
P.T.S.E.
TRAFFIC
DB 11797 Pg 2523
EXIST. ROW
(U.I.P.)
PULLBOX
*
*
*
ASPHALT PAVEMENT
SIGN (U.I.P.)
1 0' Wi d e n i n g De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 1 20 Pg 52
CONCRETE WALK (U.I.P.)
St .L ou i s Cou n t y DB 1 1 797 Pg 2523 1 0' Wi d e n i n g De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 1 24 Pg 36
St. Louis County DB 1 1 71 8 Pg 1 407
5'W Esmt. to St. Louis County Water Co. PB 124 Pg 36
St. Louis County DB 12321 Pg 972 8" VCP
37+00
38+00
39+00
40+00
41+00
42+00 MANHOLE 5D 31 24R2-
(A.T.G.)
(A.T.G.) GAS VALVE
GAS
MAILBOX
MAILBOX
SULPHUR SPRING RD.
VALVE
TRAFFIC SIGNAL(U.I.P.)
ASPHALT
RAMP
PAVEMENT
TRAFFIC SIGNAL
(U.I.P.)
(U.I.P.)
27
(U.I.P.)
MANHOLE 287D 24R2-
UTILITY POLE
TRAFFIC (U.I.P.)
1 2" RCP
CONCRETE
(U.I.P.)
DRIVEWAY
C
WATER VALVE
(U.I.P.) ELECTRIC
CONCRETE
PEDESTAL
DRIVEWAY
(U.I.P.)
(U.I.P.)
(U.I.P.)
WATER METER
(U.I.P.)
(U.I.P.)
GUY WIRES
(U.I.P.)
(U.I.P.)
EXIST. ROW 1 0' W
Pg 1375 & DB 6768 Pg 1166
HYDRANT
Es mt .PB 275 Pg 58
TRAFFIC
EXIST. ROW
PULLBOX
TRAFFIC SIGNAL
(U.I.P.)
(U.I.P.) TRAFFIC
TREE
PULLBOX
(U.I.P.)
(U.I.P.)
UTILITY POLE
(U.I.P.)
(U.I.P.)
SIGN
N/F
12" RC P
W ALK
SAWCUT
St.Loui s County DB 11619 Pg 1524
DB 6768 Pg 1166
ALK RETE W
) C O NC P. . I U. (
Esm t.PB 275 Pg 58
P L
to St.Loui s County DB 6762 Pg 1375 &
P L
(U.I.P.)
BOX
Pa r c e l ma yb es u b j e c tEs mt .t o U.E. Co. DB 1537 Pg 132
A S HL EY PL A C E PB 2 7 5 PG 5 8
PULLBOX
(T.B.R.&R.)
20' W
P L
C TRAFFI SIGNAL CONTROL
PB 19 Pg 28
P L
10' W
5' W P L
Esm t.PB 275 Pg 58
P L
7 T LO 6 T LO
TRAFFIC
m e l a rN.Mou e me Sa 28 Pg 2254 DB 231 . e n Av e 504 Wr 0662 24R61 .# oc L KEE 29322821 t# or p Re
0471 24R61 .# oc L
A S HL EY PL A C E PB 2 7 5 PG 5 8
28
30' W
0482 24R61 .# oc L
RAMP
26
A V E.
N/F
n a a Ph n n & An a g Ph on L 546 DB 24564 Pg 1 . g Rd n i r rSp u h p l 4 Su 91
16
(U.I.P.)
W R EN
N/F n y r h t .& Ka y h mot ,Ti n i v l Ga 436 DB 23732 Pg 1 . g Rd n i r rSp u h p l 8 Su 91
LOT 14 LOT 8
RAMP
P L
10' W
Esm t.PB 280 Pg 10
22
TREE
WATER METER
5' W
RAMP
(U.I.P.) TREE
LOT 15 LOT 14
(U.I.P.)
Es mt .PB 275 Pg 58
Esm t.PB 275 Pg 58
VACY FENCE WOOD PRI
LOT 12 PB 19 Pg 28 LOT 13 PB 19 Pg 28
1 0' W
TREE
20'W to St. Louis County DB 6762
SIGN
(U.I.P.)
( U. I . P. ) C O NC RE TE
TREE
FIRE
23
(U.I.P.)
(U.I.P.)
26' Wi d e n i n gt o St .L ou i s Cou n t yf or Pu b l i c Us e PB 275 Pg 58
RAMP
WATER VALVE
R
(U.I.P.) EPHONE TEL PEDESTAL
P
(U.I.P.) WATER METER
SIGN (U.I.P.)
12" RCP
(U.I.P.)
COVERED (A.T.G.) MANHOLE 5D 31 24R2-
12 "
(U.I.P.)
Esm t.PB 275 Pg 58
(U.I.P.)
UTILITY POLE (U.I.P.)
CONCRETE WALK (U.I.P.)
2" RCP 1
ET NL E CURB I DOUBL 288D (U.I.P.) 24R2-
10' W
TREE
TRA N SPO RTA TIO N
PULLBOX TREE
NK FENCE I N L CHAI
(U.I.P.)
LEGEND
PLAN SHEET
(U.I.P.)
(U.I.P.)
RESURFACI NG
UTILITY POLE
(U.I.P.)
2/1/2023
SULPHUR SPRI NG ROAD
(U.I.P.)
SIGN
(U.I.P.)
DATE:
( SHEET 6 OF 19)
St .L ou i s Cou n t y DB 1 2522 Pg 484
(U.I.P.)
TRAFFIC(U.I.P.) (U.I.P.) PULLBOX
C
Perm. Traffic Signal Esmt.
APP.
TREE
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
V
24 SIGN SIGN
TRAFFIC SIGNAL
RAMP
" 8
MATCHLI NE STA.37+00
REV.DATE UTILITY POLE (U.I.P.)
T.S.C.L.
St. Louis County DB 11681 Pg 1821
L FENCE NYL RAI YVI POL
GUY WIRES (U.I.P.)
(U.I.P.)
EXIST. ROW
BY
Pg 36
21
VACY FENCE NYL PRI YVI POL
(U.I.P.)
(U.I.P.)
25
(U.I.P.) EPHONE TEL PEDESTAL
PU BLIC W O RK S
CONCRETE SIGN(U.I.P.)
RAMP
(U.I.P.) NK FENCE I N L CHAI
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
(U.I.P.)
20
RAMP
Signal Esmt. DB 11718 Pg 1407
NOT FOR
(U.I.P.)
VACY FENCE WOOD PRI
CONSTRUCTI ON
STREET LIGHT
RAMP
(U.I.P.)
Perm. Traffic
PRELI MI NARY
STREET LIGHT
. o Dr t n e r 437 Sor 24R630802 .# oc L
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
OCK AR BL MODUL L NG WAL NI RETAI
N/F . eL c oy ,J r e h t we i r Me 1 2 Pg 231 DB 2371
MATCHLI NE STA.42+50
(U.I.P.)
652 1 24R61 .# oc L
Esm t.PB 124
692 1 24R61 .# oc L KEE 29322721 t# or p Re
ELECTRIC METER
(U.I.P.)
P L
10' W
N/F
a S. d n w A.& Ama e h t o,Ma z z Ri 785 3671Pg 1 DB 1 . o Dr t n e r 441Sor
P L
t. m 3 s 4 E 3 r e w Pg e S 9 10 'W 6 10 B D
634 1 24R61 .# oc L KEE 29322621 t# or p Re
N/F Meyers, Lori G. 5341Pg 879 DB 1 . o Dr t n e r 439 Sor
LOT 1 LOT 2
P L
15
3 2 T O T L O L
N/F m e l Sa i h b rRi e h Ka DB 20389 Pg 2000 . o Dr t n e r 440 Sor
P L
CONCRETE W ALK ( U. I . P. )
SAWCUT
14
PB 120 Pg 52
NE LI GAS
P L
80' W
P L
SOR R EN TO
DR.
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
10 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
N
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22 MSD:
MSD BASE MAP: 0
20
60
40
23R, 24R
REVI SI ONS
P L
P L
t. to .S .D . D B
EXIST. ROW
24" RCP
15'W Dedication to Public Use PB 156 Pg 48
(A.T.G.) MANHOLE 24R2-011S
(A.T.G.)
44+00
45+00
10'W Sewer Esmt. DB 6087 Pg 180
46+00
47+00
48+00
8" VCP
(U.I.P.) MANHOLE 4D 31 24R2-
(U.I.P.)
STREET LIGHT
SHRUBS
(U.I.P.)
(U.I.P.)
*
SIGN
(A.T.G.)
(U.I.P.)
WATER VALVE
WATER VALVE
(T.B.R&R.)
N/F t c i r t s Di ool h y Sc wa k r Pa DB 6738 Pg 2278 801 Hanna Rd. 71 24Q4301 .# oc L KEE 29322921 t# or p Re
24R630921 .# oc L
Water Co. DB 12670 Pg 1307
N/F
(U.I.P.) r we e ors .f mt Es PB 353 Pg 343
Hammad Iqbal 367 DB 24636 Pg 1 . g Rd n i r rSp u h p l 880 Su 24R630930 .# oc L L OT 2
Parcel 17 may be subject to Esmt.
VACY FENCE NYL PRI YVI POL
(U.I.P.)
S PA N I S H S PRI N G S A DDI TI O N PB 3 5 3 PG 3 4 3
granted by Parkway School Dist. to S.W.B.T. Co. by DB 8215 Pg 624; The location of which cannot be determined do to conflicting
7.5' W
information in said document.
P L
P L
18 N/F a i c u h& L p e os ,J e g or Ge DB 23582 Pg 366 . e Ct mor s k r a 598 L 24R630361 .# oc L KEE 29323021 t# or p Re L OT 1 5
S PA N I S H S PRI N G S PB 1 5 0 PG 4 5 P L
P L
P L
L OT 2 L OT 1
(U.I.P.)
30
L OT 1 5 L OT 1 4
EXIST. ROW
(U.I.P.)
PULLBOX
VALVE
DRIVEWAY
(U.I.P.)
OCK AR BL MODUL L NG WAL NI RETAI
(U.I.P.)
WATER VALVE
(U.I.P.)
NK FENCE I N L CHAI
(U.I.P.) 5'W Esmt. to St. Louis County
RAMP
Water Co. DB 12670 Pg 1316
WATER METER
31
19
N/F k r ,Ma on s n r& He e h t a ,He e i f Cof 330 30 Pg 1 DB 221 . e Ct mor s k r a 599 L
MAILBOX
P L
(U.I.P.)
VACY FENCE WOOD PRI
(U.I.P.)
(U.I.P.)
(U.I.P.)
GAS
CONCRETE
( U. I . P. )
N/F . sL e l r a ,Ch s e d oa Rh & Krista l. 33 1 DB 23968 Pg 1 . g Rd n i r rSp u h p l 884 Su
WATER METER
MODULAR BLOCK ( U. I . P. ) NG W ALL NI RETAI
17
RAMP
10'W Esmt. to St. Louis County
Esm t PB 150 Pg 45
(U.I.P.)
SHRUB
CT.
LANDSCAPE AREA
EXI ST.ROW TRAFFIC
* SIGN
LA R K SM OR E
(U.I.P.)
EXIST. ROW Water Co. DB 12670 Pg 1313
24" RCP
Use PB 150 Pg 45 TREE(U.I.P.)
(A.T.G.)
( U. I . P. )CONCRETE W ALK
EXIST. ROW
10'W Esmt. to St. Louis County
P
DRIVEWAY
15'W Dedecated to Public
MANHOLE 295D 24R2-
8" V C
CONCRETE
(U.I.P.)
ET NL E CURB I DOUBL 294D (U.I.P.) 24R2-
10' W Sewer Esm t PB 150 Pg 45
(U.I.P.)
SHRUB (U.I.P.)
MODULAR BLOCK NG W ALL NI RETAI
(U.I.P.)
TREE (U.I.P.)
. P. )
ET NL AREA I 3D 31 24R2-
TRAFFIC PULLBOX
24" RCP
PAVEMENT
C ONCRETE W ALK ( U. I
ET NL E CURB I DOUBL 289D (U.I.P.) 24R2-
ELECTRIC METER
1 8" RCP
UTILITY POLE(U.I.P.)
18" RCP
Use PB 150 Pg 45
(U.I.P.)CONCRETE WALK
MANHOLE 296D(U.I.P.) 24R2-
ASPHALT
Esm t to St.Loui s County W ater Co.PB 150 Pg 45
SIGN
(U.I.P.)
1 5" RCP
15'W Dedecated to Public
24R630224 .# oc L L OT 1
S PA N I S H S PRI N G S PB 1 5 0 PG 4 5 L OT 1 L OT 2
(form erl y La Posada Ct.) 50' W PB 150 Pg 45
15" RCP
12" RCP
12" RCP
UTILITY POLE(U.I.P.)
UTILITY POLE
(T.B.R.&R.)
LOT 21 PB 19 Pg 28
UTILITY POLE(U.I.P.)
2/1/2023
LOT 26 PB 19 Pg 28
MAILBOX
Esm t PB 150 Pg 45
(U.I.P.) MAILBOX
7.5' W
(U.I.P.)
DATE:
P L
P L
LEGEND
P L
( SHEET 7 OF 19)
8" VCP
PU BLIC W O RK S
8" VCP
43+00
St. Louis County DB 12459 Pg 1864
PLAN SHEET
(U.I.P.)
ET NL E CURB I DOUBL 292D (U.I.P.) 24R2-
SIGN(U.I.P.)
St. Louis County DB 12074 Pg 147
(T.B.R&R.)
MANHOLE 0S 01 24R2-
TRAFFIC SIGNAL
MAILBOX
SIGN
24" RCP
(U.I.P.) (U.I.P.)
UTILITY POLE (U.I.P.)
(U.I.P.)CONCRETE WALK
CONCRETE WALK (U.I.P.)
TRA N SPO RTA TIO N
ET NL E CURB I DOUBL D (U.I.P.) 291 24R2-
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
(U.I.P.)
NOT FOR
BRUSH LINE
( 636) 519. 0990 - LI C.NO.2002006608
T.S.C.L.
CONSTRUCTI ON
29
( U. I . P. )
VEW AY DRI
RAMP
TREE
(U.I.P.)
PRELI MI NARY
LANDSCAPE AREA (U.I.P.)
LOT 1 LOT 2
Pg 1375 & DB 6768 Pg 1166
R C P
P g
9 6 9 CONCRETE
MATCHLI NE STA.42+50
W to St. Louis County DB 6762
AREA (U.I.P.)
RESURFACI NG
LANDSCAPE
TREE
2 4 "
SULPHUR SPRI NG ROAD
12 3 2 1 (U.I.P.)
. e a Av s l 430 Tu 24R630875 .# oc L
(U.I.P.) L FENCE NYL RAI YVI POL
MATCHLI NE STA.48+00
M
N/F a d n i or e& L n a ou d e ,Rr r ou f t t e Ch 458 8967 Pg 1 DB 1
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
20
( U. I . P. )
P L
10 ' W
VACY W OOD PRI
FO RES T V I EW PA RK PB 1 5 6 PG 4 8
FENCE
24R630839 .# oc L
24R630866 .# oc L
E s m
REV.DATE
N/F . dJ e r d l d F.& Mi mon y ,Ra n i e Kl 06 1 DB 8693 Pg 1 . g Rd n i r rSp u h p l 891Su
BY
N/F . dJ e r d l d F.& Mi mon y ,Ra n i e Kl 9552 Pg 368 DB 1 . g Rd n i r rSp u h p l 885 Su
APP.
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE L OT 2 L OT 3
P L
SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
11OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826
N
P L
FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO. P L
7124D-22 MSD:
P L
21 LOT 22 LOT
MSD BASE MAP: 0
20
40
60
23R, 24R
FOREST VIEW PARK
N/F
BRUSH LINE
(U.I.P.)
SIGN
(U.I.P.)
P 48" RC
(U.I.P.)
RETE CONC ) . P . I . U ( DOUBLE CURB INLET 24R2-297D (U.I.P.)
OW ST.R EXI 1 2" RC P
(U.I.P.) AREA INLET 24R2-304D
24" RCP
VALVE(U.I.P.)
e c n e t s tDi h g m.Si r y Pe t n ou C s i u o .L o St .t mt Es 2 9 1 1 43 Pg 41 DB 1
VALVE FIRE HYDRANT
P.S.E.
) P. . I . U (
P.S.E.
T ASPHAL AY W E V I R D
(U.I.P.)
(U.I.P.)
MODULAR BLOCK
(U.I.P.)
P.S.E.
RETAINING WALL
(U.I.P.)
YARD LAMP
(U.I.P.)
T.S.C.L.
RAMP
RAMP
RAMP
34
SAWCUT
8" V 8 "C P V CP DOUBLE CURB INLET 23R3-222D (U.I.P.)
CON CRET E W ALK (
U. I . P. )
1 5' W E s EXI mt Wat .t ST. o S erC ROW t .Lo o.D u i B 1 sC 267 ou n 0 P t y g 1 304
TRAFFIC PULLBOX
(U.I.P.)
36 CHAIN LINK FENCE
35
(U.I.P.)
12" RCP
GUY WIRE (U.I.P.)
53 +0 0
y t n s Cou i ou .L St 8 51 977 Pg 1 1 DB 1
1 5' W Es mt .t o St Wa .Lou t e rCo. i s Cou DB 1 n t y 2670 Pg 1 31 0
SIGN
WATER
ASPHALT PAVEMENT
St .L ou i s Cou n t y DB 1 1 801Pg 2382
WATER
24" RCP
CP
30 "
24" RCP CURB INLET (U.I.P.) 24R2-299D
VALVE (U.I.P.)
(U.I.P.) MANHOLE 24R2-083S
DATE:
2/1/2023
MANHOLE NO MSD ID
Northern limits approximate
Perm. Drainage Esmt. to St. Louis Co. DB 11977 Pg 1518
01 48+
(U.I.P.)
NK FENCE I N L CHAI
(U.I.P.)
AREA INLET 23R3-221D
. AVE U SH g 28 T H R0'W PB 19 P
(U.I.P.)
DB 9459 Pg 108 876 Sulphur Spring Rd. Loc. #24R630820 Report #21-293234-KEE
DB 24169 Pg 267 862 Sulphur Spring Rd.
N/F
Loc. #24R630811
Litteken, William D. &
Report #21-293235-KEE
Jenkins, Jon J. DB 19794 Pg 2179 850 Sulphur Spring Rd.
PARCEL A
TRA PP PL A C E PB 2 7 2 PG 1 2
Loc. #23R310611 P L
P L
P L
s C i Lou St. 12 d to Pg cate i 272 Ded PB
LEGEND
PLAN SHEET
N/F Ganz, Eugene E. (Trustee)
N/F Trapp, L'Wanna
RESURFACI NG
22
23
SULPHUR SPRI NG ROAD
STA
3
PC
y t n ou sC i 6 Lou 31 1 . t g o S 0 P .t mt 267 1 Es DB W . o 5' er C Wat
NK FENCE I N L CHAI
TRA N SPO RTA TIO N
.74
(U.I.P.)
( SHEET 8 OF 19)
UTILITY POLE
UTILITY POLE(U.I.P.)
SIGN
(U.I.P.)
WATER ETE CONCR ) P. . I . U ACH( O R APP
De d i c a t e dt o St .L ou i s Cou n t y PB 272 Pg 1 2
8" V
er Sew
(A.T.G.)
MANHOLE 24R2-300D
P
MAILBOX
MANHOLE (U.I.P.) W 0' 1 24R2-013S
(U.I.P.) MANHOLE 24R2-298D
15" RC P
P
(U.I.P.)
CP 8 V 7 1 8 g" 7 P 8 0 6 .DB mt Es
8" V C
VC
00 48+
y t n ou sC 0 i u 5 o 9 .L Pg " RCP St 24 940 1 1 DB WALK
52+0 0
P
VCP 8"
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
49+00 RC
MANHOLE 24R2-293D
51+00
Sew 8" VC er E (A.T.G.) s P mt .DB MANHOLE 608 (A.T.G.) 7 P 8 24R2-014S g 1" V 76 CP MANHOLE 24R2-015S
PU BLIC W O RK S
(A.T.G.) MANHOLE 24R2-012S
(A.T.G.)
50+00
(U.I.P.)
ASPHALT PAVEMENT
CRE TE WAL K
1 0' W
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
) P. . I U.
( U . I . P. )CON
MANHOLE 24R2-172S
MANHOLE 24R2-306D
K ( WAL TE CRE N O C
EXI ST. RO W
54" RCP
RCP 48"
NOT FOR
K
(U.I.P.)CONCRETE WAL
CONSTRUCTI ON
P
REVI SI ONS
(U.I.P.) MANHOLE 24R2-301D
MANHOLE (U.I.P.) 24R2-307D
48" RCP
ROW ST. EXI
NE LI H C M AT
(U.I.P.)
MA TC HLI NE ST A. 53 +00
(U.I.P.)
8"
+00 8 4 . STA
PAVEMENT
(U.I.P.)
RCP 24"
ST.ROW EXI
on i cat i Ded e s W 5' 1 c U i bl u 8 P 4 o t Pg 56 1 B P
CONCRETE
T.S.C.L.
8 " R C
7 608 .DB mt Es
TREE
(U.I.P.)
SIGN
4
864 g 1 9 P 5 4 2 e s B 1 c U i y D t bl n u u P o o t sC i u on i 48 .Lo cat i St Pg Ded 6 5 1 W ' 80 1 5 1 PB Pg
(U.I.P.)
W 0' 1
P
OD WO
33
EXI ST. RO W UTILITY POLE
9 g 4 2 P 1 1 B .P mt Es
PRELI MI NARY
STREET LIGHT
C R
) P. . I
U. CE( FEN ACY V I PR
RAMP " 15
P 48" RC
P L
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
TREE
(U.I.P.)
8" VC P
RCP 48"
32
BY
(U.I.P.) CHAIN LINK FENCE
RCP 48"
RAMP
(U.I.P.) CHAIN LINK FENCE
15" RC P
) P. . I U.
(U.I.P.)
da n i or N/F e & L an u 458 edo g 1 ,Rr r u o 7 P f 6 e. t t 9 v e 8 1 a A Ch s l DB 75 Tu 8 0 0 43 R63 4 2 .# Loc
er Sew
N/F a d n n & Ama i t s u ,J s n e v e St 662 Pg 566 DB 21 . e a Av s l 429 Tu 24R630471 .# oc L
( TE C RE CO N AY V EW DRI
.
P
CURB INLET 24R2-140D
347 Pg 2065) 1 d Book 1 e y De r a i c i f e n Be ( . m Ct a s s 8 Ha 24R630381 .# oc L
REV.DATE
21
P.S.E.
W 0' 1
9 LO T 22 LO T
AVE
VC
DOUBLE CURB INLET 24R2-136D (U.I.P.)
7 Hassam Ct. Loc. #24R630392
PB 156 PG 48
8"
RK A P EW I V T 8 G4 RES P FO 6 5 1 PB
DB 15908 Pg 571
FOREST VIEW PARK
P L
N/F y S. l d a ,Br s d r wa Ed 0034 Pg 2460 DB 1
Schiff, Sheri E.
P L
SA
P L
P L
DESCRI PTI ON
P L
APP.
SCALE: 1" = 20'
48 Pg e 50 c us i PB publ W 50' d to g 1033 cate P i Ded 7103 DB
P L
SCALE IN FEET
PB 156 PG 48
TU L
24 LOT 23 LOT
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
ty oun
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
12 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
N
AR-1826 FEDERAL PROJECT NO.
Common Ground
STP-9901(659)
PB 366 Pg 358
E-W GATEWAY TIP NO.
LOT 15
MSD BASE MAP:
P L
23R, 24R 0
20
60
SCALE IN FEET SCALE: 1" = 20'
RECENTLY CONSTRUCTED
P L
W 0' 1
B on P i cat Dedi
49 2 pg 1 1
W) 40' ( . D GS R N I R SP UR H P oved UL mpr I S Un D OL (U.I.P.)
UTILITY POLE
Conc. pavement
(U.I.P.)
P L
WATER VALVE
aproach
UTILITY POLE
(U.I.P.)
SIGN
8" VCP
Pe r m.Dr a i n a g e Es mt . t o St .L ou i s Co. DB 8436 Pg 878
) . P I. . (U
RCP
(U.I.P.) (U.I.P.)CONCRETE WALK 8 " CP 8" V
(U.I.P.)
56+00
. I . P. )
54+00
(U.I.P.)
(A.T.G.)
(U.I.P.) MANHOLE
MANHOLE 23R3-224D
(U.I.P.) (U.I.P.) UTILITY POLE
23R3-223D
UTILITY POLE
) P. . I U. (
(U.I.P.)
RETE C O NC Y V EW A DRI
P . I U. (
ETE NC R CO AY V EW DRI ) .
TELEPHONE PEDESTAL
CONCRETE GUTTER CURB INLET 23R3-230D
W 5'
23R3-199S
(U.I.P.)
EXI ST.ROW
y t n s Cou i ou .L o St .t mt g Es n i m.Foot r Pe 708 2225 Pg 1 DB 1
(U.I.P.) CURB INLET 23R3-227D
TRAFFIC PULLBOX
(U.I.P.)
(U.I.P.) Perm. Drainage Esmt. to St. Louis Co. DB 12225 pg 1708 (Tract Two)
(U.I.P.) DRAINAGE CAP 23R3-231D
WATER METER
2/1/2023
58 +0 0
24" RCP
(U.I.P.)
(U.I.P.)
8 2 8 g 2 P g P 19 19 B P B P 8 2 7 2 T O T L O L
. t m Es Co. e 8 g s i 51 na ou 1 i ra .L Pg D t . S o 977 rm t 1 Pe 1 DB
(U.I.P.) CHAIN LINK FENCE
*
1 2" RCP
ROW ST. EXI
MANHOLE
P
12" RC P
24" R CP C 15" R
MAILBOX
(U.I.P.)CONCRETE WALK
DOUBLE CURB INLET 23R3-226D (U.I.P.)
DATE:
TREES
(U.I.P.)
Perm. Drainage Esmt. to St. Louis Co. DB 12225 pg 1708 (Tract Three)
S .L DB t o 1 22 ui s 25 Co un Tr t ac Pg y t 1 70 2 8
UTILITY POLE
TRA N SPO RTA TIO N
CP 5" R 1
MAILBOX
RCP 5" 1
CURB INLET 23R3-225D
1 5" RC P
(U.I.P.) (U.I.P.)
ST A. 5
y t n s Cou i ou .L St 708 2225 Pg 1 DB 1 t2 c a Tr
LI NE
00 53+
(U.I.P.)
57+ 00
PAVEMENT
MA TC H
8"
VCP
8+0 0
GUARDRAIL
ASPHALT
(U.I.P.)
LOT A
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
(U.I.P.)
P L
LOT SPLIT Part of Lots 27 & 28 of HAUHART HOME PLACE PB 353 PG 463
CHAIN LINK FENCE
(U.I.P.)
P L
( 636) 519. 0990 - LI C.NO.2002006608
CON CRE TE WAL K ( U
PU BLIC W O RK S
55+00
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
VCP 8"
(A.T.G.)23R3-223S
PAVEMENT
V CP
+00 3 5 TA. S NE LI H C M AT
(U.I.P.)
8"
UTILITY POLE MANHOLE
CONCRETE
23R3-200S MANHOLE (A.T.G.) 23R3-066S
(U.I.P.)
MANHOLE
NOT FOR
MANHOLE 23R3-198S
(U.I.P.)
8" VCP
V C P
" R CP
(U.I.P.)
24
BRUSH LINE
CONSTRUCTI ON
W 0' 1
49 2 pg 1 B 1 P n o i cat Dedi
PRELI MI NARY
OW ST.R EXI
CHAIN LINK FENCE
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
(U.I.P.)
BY
VERIFIED FOR ADA COMPLIANCE
REV.DATE
0721 23R31 .# oc L
REVI SI ONS
CURB RAMPS TO BE FIELD
DR.
N/F aS i c i r t e W.& Pa or od e ,Th l e g i Se DB 7528 Pg 261 . g Rd n i r rSp u h p l 835 Su
DESCRI PTI ON
EE
P L
40
P L
APP.
P L
MSD:
THE BEND AT SULPHUR SPRING PB 366 PG 358
R EN
BOUNDARY ADJUSTMENT PLAT OF LOT 4 & PART OF LOT 3 OF RE-SUBDIVISION OF LOT 33 OF HAUHART HOME PLACE PB 366 PG 281
P L
7124D-22
AVA
OT 4 .L ADJ
N/F
LEGEND
( SHEET 9 OF 19)
Loc. #23R310675
PLAN SHEET
DB 16595 Pg 290 850 Sulphur Spring Rd.
RESURFACI NG
Litteken, William & Michelle
SULPHUR SPRI NG ROAD
& D. F am J. 9 N/ l i l i 7 1 d. W on n, s,J g 2 g R e n P ri n ek ki 1 t p 61 4 n t Li Je 79 r S 1 0 9 u 3 1 ph 3R l DB Su #2 0 c. 85 Lo
PROPOSED ASPHALTIC CONCRETE WEDGE & P L
SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
13 OF 52 REMOVE CONCRETE SLAB
N
COUNTY PROJECT NO.
AR-1826
N/F
FEDERAL PROJECT NO.
St. Louis County
STP-9901(659)
DB 12225 Pg 1704
E-W GATEWAY TIP NO.
7124D-22 MSD:
P L
MSD BASE MAP:
Pg
28
23R, 24R
40
60
Lo t
O
l i ne
SCALE IN FEET
T
es t
RESUBDIVISION OF LOT 32
SCALE: 1" = 20'
W
HAUHART HOME PLACE PB 187 PG 97
C
N/F
BY PART OF LOT 31
PB
PB 19 PG 28 N/F Mahaffey, Kelly & Theresa
4
K
HAUHART HOME PLACE
18 7
Loc. #23R310592
VC P
Perm. Drainage Esmt.
DB 23202 Pg 3122 766 Sulphur Spring Ct. Loc. #23R310583
Ea st
to St. Louis Co.
REV.DATE
814 Sulphur Springs Ct.
Lo t
E
Pg
DB 21383 Pg 409
28 8 Pg 2 19 Pg 19 PB PB 32 T 28 LO T LO
E
N/F St .L ou i s Cou n t y DB 1 2225 Pg 1 704 ( Ex c e s s Ac q u i s t i on ) 795 Su l p h u rSp r i n g Rd . L oc .# 23R31 0639
97
Aschen, George W.
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
R
HA U HA RT HO ME PL A C E PB 1 9 PG 2 8
l i ne
PART L OT 28
DB 11897 Pg 1018
Perm. Drainage Esmt. as shown on St. Louis County Project AR-337 (Phase A) P L
EXI ST.ROW
BRUSH L I NE
K WAL
GUARDRAI L
PAVEMENT
(U.I.P.)
y t n s Cou i ou .L St 205 690 Pg 1 1 DB 1
62+00
00 58+
BEGIN BRIDGE ASPHALT
y t n s Cou i ou .L St 708 2225 Pg 1 DB 1 Tract 2
GUARDRAI L
PAVEMENT
EXCEPTION STA. 58+93.66
SULPHUR SPRING RD.
(U.I.P.)
END BRIDGE
UTI L I TY POL E
(U.I.P.) SIGN(U.I.P.)
) .
P . I . U ALK( ETE W CONCR
SIGN
(U.I.P.)
EXI ST.ROW
C TRAFFI BOX L PUL
STA. 61+67.52
(U.I.P.) CURB INLET 23R3-236D
ASPHALT PAVEMENT GUARDRAI L
(U.I.P.)
(U.I.P.)
INLET CURB 23R3-235D
UTI L I TY POL E
61+01 .76
Perm. Drainage Esmt. to St. Loui County
(U.I.P.)
DB 12225 Pg 1708
WATER VALVE
(Tract One)
(U.I.P.)
(U.I.P.) 2" 1
DATE:
63+00
EXCEPTION
P T ST A
P RC
1 2" RCP
( U . I . P. )CONCR
C TRAFFI BOX L PUL
ETE W ALK
(U.I.P.) BRUSH L I NE
EXI ST.R OW
(U.I.P.)
2/1/2023
UTI L I TY POL E
De d i c a t e dt o St. Louis Co. f orPu b l i c Us e PB 1 87 Pg 97
PART L OT 28 CHAIN LINK FENCE
HA U HA RT HO ME PL A C E PB 1 9 PG 2 8
(U.I.P.)
PART OF LOT 31
TRA N SPO RTA TIO N
(U.I.P.)
HAUHART HOME PLACE PB 19 PG 28 N/F City of Manchester
VC
N/F We i l e r t ,Pa me l a K. Fr a n k l i n ,Br a n d on M.& St e p h a n i e M. DB 23243 Pg 1 09
P
DB 17875 Pg 324 Tract No. 2 768 Sulphur Spring Rd Loc. #23R310574
F
789 Ca n a r y Dr . L oc .# 23R31 0657
O T C R E E
P L
K
P L
P L
8 2 8 g P g 2 P 19 19 B P 1 PB 3 T 29 LO T LO
P L
LEGEND
PLAN SHEET
P P L
Pe r m.Dr a i n a g e Es mt . t o S.L ou i s Cou n t y DB 1 7875 Pg 324
RESURFACI NG
H IS P L
SULPHUR SPRI NG ROAD
NE LI H C M AT
( U . I . P. )
CONCRETE
( SHEET 10 OF 19)
61+00
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
CONCR ETE W ALK
y t n s Cou i ou .L St 8 01 897 Pg 1 1 DB 1 t2) c a Tr (
PU BLIC W O RK S
60+00
59+00
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
PAVEMENT GUARDRAI L
M ATC H LI NE ST A.63+ 00
.58 STA
CONCRETE
NOT FOR
P L
CONSTRUCTI ON
(U.I.P.)
SIGN(U.I.P.)
PRELI MI NARY
+00
)CONCRETE P. . I . U (
REVI SI ONS
P
LOT 4
APP.
20
DESCRI PTI ON
19
0
31
H IS
PB
F
P L
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
14 OF 52 REMOVE CONCRETE SLAB
. D e d i c a te d
COUNTY PROJECT NO.
to P ub l i c
STP-9901(659) 7 4
E-W GATEWAY TIP NO.
P g
7124D-22
7
MSD:
23R, 24R
U
R S P R IN
P L
0
20
G SCALE IN FEET
C T SCALE: 1" = 20' .
PB 354 PG 873
N/F White, Brandon M. & Kathleen E.
N/F
DB 21280 Pg 2008 752 Sulphur Spring Ct. Loc. #23R320896 Report #21-293238-KEE
Loc. #23R320887
753 Sulphur Spring Rd. Loc. #23R320841
P L
(U.I.P.)
P L
) P. . I U.
SIGN (U.I.P.)
EXI ST.RO W
64+ 00
0 +0 67
P 2" RC 1
1 2" RCP
DATE:
2/1/2023 16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
RAMP 37 NOT USED
( LK WA ETE R NC CO
TC A M
CURB INLET 23R3-232D
PL
y unt Co 673 s i 1 ou Pg .L St 68 3 3 1 DB
(U.I.P.)
(U.I.P.)
OW .R T S I EX
UTILITY POLE
(U.I.P.)
(U.I.P.)CONCRETE WALK
EXI ST.ROW
N/F
720 Tuscan Valley Ct.
MAILBOX
SIGN
(U.I.P.)
(U.I.P.)
(U.I.P.)
5
LANDSCAPE AREA (U.I.P.)
2
SIGN
5
(U.I.P.)
*
TREE (U.I.P.)
3
38
Common Ground . mt & Es
Es m
t.
P
B
24 N/F
P L
2
5
L L 9
P L
3
P 0 'W
o f
5
N U
S C
A
LO LO T 1 T 2
T
P L
LOT 8 LOT 7
B
P L
(U.I.P.)
5
V
A
G on m om C
P L
TUSCAN VALLEY CREEK PB 359 PG 252
WROUGHT IRON FENCE
39
g
ro un d
Loc. #23R320933
(U.I.P.)
2
E
(U.I.P.)
P
&
DB 20762 Pg 1834
TELEPHONE PEDESTAL
RAMP
Y
Ansell, Scott D. & Ashlea L. WROUGHT IRON FENCE 721 Tuscan Valley Ct.
TUSCAN VALLEY CREEK PB 359 PG 252
(U.I.P.)
.
RAMP
9
Loc. #23R320832
T
P
g
752 Sulphur Spring Rd
ELECTRIC PEDESTAL
C
DB 17875 Pg 324 Tract No. 1
4
2
City of Manchester
Loc. #23R321006
Common Ground . mt & Es
P L
P L
P L
S
(U.I.P.) TREE LINE
DB 21784 Pg 2292
T.S.C.L.
*
P
STREET LIGHT
C
*
P l at
PART OF LOT 31
o m
Thuan Ho & Tuyet Trang Dang
SIGN (T.B.R.&.R.)
T o N 17 w n /F 7 8 an 6 d C P o g 3 unt 7 15 ry
T.S.C.L.
HAUHART HOME PLACE PB 19 PG 28 N/F
25
LEGEND
B
(U.I.P.)
(U.I.P.)
PLAN SHEET
LANDSCAPE (U.I.P.) AREA
TRA N SPO RTA TIO N
(U.I.P.)
(U.I.P.)
TREE
RESURFACI NG
(U.I.P.)
SULPHUR SPRI NG ROAD
PAVEMENT
PL
TREE
CONCRETE
WATER VALVES
TRAFFIC PULLBOX
TREE
(U.I.P.)
t.
ALK E W RET C N CO
(U.I.P.)
o n P B Gr 15 oun 1 d P & g 6 4 Esm
(U.I.P.)
S D i i T st te ri an a n ce g l e
BRUSH LINE
(U.I.P.)
m
Site Distance Triangle
(U.I.P.)
TREE
o m
(U.I.P.)
C
PAVEMENT
UTILITY POLE
m P & on B e t. rm G E 3 sm ro 5 Lo a 9 t. un ui ne P d s nt g (t C D 2 o o r 5 2 ea .D ai na 13 Es st B g 3 m 1 e 6 l i ne 33 8 t. 6 Es P to m Lo 8 g t P t 16 to g 3 7 0 1 3 6 ) 7 3
UTILITY POLE
P Lo erm ui s .D C ra o n . i D ag B e
ASPHALT
(U.I.P.) (U.I.P.) GUY TREE WIRE
D
RD .
23R3-233D
TRAFFIC PULLBOX
(U.I.P.)
t.
65+00
66+00
S
MANHOLE
ru st ee s
SP RI NG
T
SU LP HU R
(U.I.P.) CURB INLET 23R3-234D
(U.I.P.)
PC STA
St .Lo u DB i sC 1 ou 252 n t y 2 P g 4 95
LO LO T 3 T 1 3 0
C HL I NE
0 +0 8 6
64+
(U.I.P.)
P RC 2" 1
NE I HL
BRUSH LINE
63+ 00
M AT
07. 10
ST A .63
+00
W RO . ST I EX
PRELI MI NARY
00 + 68 . A ST
POLYVINYL PRIVACY FENCE
( SHEET 11 OF 19)
DB 11634 Pg 1429
DB 18014 Pg 1888 756 Sulphur Spring Ct.
PU BLIC W O RK S
N/F
REV.DATE
LO LO T T 2 1
26
Scheppele, Robert H. & Marjorie E.
VAL, LLC
BY
M to 9 t. 37 1 m s g E P e g 0 a n 29 i a 7 1 r D B D
PL
P L
HAUHART HOME PLACE PB 19 PG 28
. .D .S
SULPHUR SPRING VALLEY
PART OF LOT 31
60
40
( 636) 519. 0990 - LI C.NO.2002006608
L P H
NOT FOR
P L
MSD BASE MAP:
CONSTRUCTI ON
S U
DESCRI PTI ON
P L
FEDERAL PROJECT NO.
P B
REVI SI ONS
P L
U se
i d e ni ng P to B C i 3 5 ty 4 o P fM g a 8 nc 7 3 he st e r
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
W
AR-1826
N
APP.
10 ' W
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
15 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
ster nche f Ma ty o i o C 87 3 Pg ng t deni 354 Wi PB
N
E-W GATEWAY TIP NO. P L
7124D-22 P L
MSD:
27 LOT 28 LOT 0
P L
C RE TE WA LK
4 2
42" RCP
(U.I.P.)
Report #21-293240-KEE
H T A
U.E. Co. Abandon Portion of Esmt. DB 14058 Pg 482
P G
45
P L
RES C YA C N A N 9 2 PG 8 4 PB 1
1 LOT 2 LOT
P L
LEGEND
D
4 1 T 1 3 O L T LO
SURFACE COURSE P L
PROPOSED FULL DEPTH PAVEMENT REPAIR
IN
NOT FOR
CONSTRUCTI ON
PROPOSED ASPHALTIC CONCRETE WEDGE &
P L
BY
0 3+0 7 . STA
Report #21-293241-KEE
736 g1 4 P 666 B D o. 736 c C i r g1 ect l 4 P on E i 666 n U B o o.D .t mt c C s i r ect W E l 5' on E i n U o .t mt s W E 5'
89
IN
RAMP
Pg
P L
DB 12136 Pg 1747 501 Nandale Ln.
14 2
P L
N/F
T.S.C.L.
Loc. #23R341154
PB C o. ater y W ount
DR.
89 Pg
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
W
P L
89
RES C YA C N A N 9 2 PG 8 4 PB 1
E
Pg
.
(U.I.P.)
14 2
Loc. #23R320878
14 2 PB
N
500 Nandale Ln.
MANHOLE
t. Esm
o.
L
TELEPHONE W 10'
P L
DB 9023 Pg 772
P L
P.S.E.
s C oui St.L t to Esm
P L
(U.I.P.)
PB
43
(U.I.P.)
DA L
RAMP
WATER METER
DRIVEWAY
W 50'
R C P
CONCRETE
DRIVEWAY
(U.I.P.)
) P.
4 2 "
o .t (U.I.P.) mt Es B . W ' o D 0 1 C y . t T n B. ou 368 W. S. sC i g 1 u P o .L t 59 28 049 1 1 o S g 4 .t t 2 P m 6 s 2 E 8 W B N/F 20' o.D er C Heidke, Stephen J. & Carol S. Wat
44
29
Kirsh, Thomas G. & Sue A.
W 5'
U. I . P. )
UTILITY POLE
GUY WIRES(U.I.P.)
CO
*
TREE
MANHOLE 23R3-170D
T
NC R ETE WA LK (
(U.I.P.)
TREE
(U.I.P.)
RAMP
RC P
CONCRETE
T.S.C.L.
CONCRETE
. I U. ( W ALK RETE
. mt s d E Roa 9 8 W 5' 1 Pg 42 1 PB
(U.I.P.)
15"
(U.I.P.)
ST.ROW EXI
s i u .Lo t o S t . mt Es
B o.D er C t a y W t n Cou
700 1 Pg 3 828
SHRUB
(U.I.P.) (U.I.P.) CONCRETE PAVEMENT
MANHOLE(U.I.P.) 23R3-203D
MANHOLE 23R3-169D
FIRE HYDRANT
C O NC
CONCRETE WAL K(U.I.P.)
(U.I.P.)
TREE
NAN
( U. I . P. )C O N
)
P. . I . U ALK( ETE W CONCR
P RC
DOUBLE CURB INLET 23R3-197D (U.I.P.)
(U.I.P.)
(U.I.P.)
V CP
" 36
c C i ectr l on E Uni 220 g 2 t.to 9 P Esm 14 13 DB
SIGN
(U.I.P.)
OW T.R S I X E CURB INLET 23R3-201D
MANHOLE 23R3-202D
8"
21" VCP
RCP 30"
o .t mt Es B D . o T.C B. 64 . 3 W 1 . S Pg 049 1 1
( SHEET 12 OF 19)
P
y (U.I.P.) t n Cou s i u 673 CP .Lo g 1 36" R St 8 P 6 3 3 1 DB
6" RC P
CP 8" V
RCP 30"
UTILITY POLE
y t n s Cou i ou .L St 6 51 424 Pg 1 1 DB 1
TRAFFIC (U.I.P.) PULLBOX
(U.I.P.)
WATER VALVE
RCP 30"
) P. . I .
(U.I.P.)
RCP 36"
GAS VALVE
36" RCP
MANHOLE 23R3-096S
(A.T.G.)
MANHOLE (A.T.G.) 23R3-017S
(U.I.P.)
SIGN
(U.I.P.)
PAVEMENT
2/1/2023
U K( WAL ETE R C W CON 0' 1
ASPHALT
(U.I.P.)
. olS N/F C ar J.& en 123 eph Pg , St Rd. dke 031 1 ng 1 Hei pri B D r S 09 phu 202 Sul 3 R3 614 .#2 Loc
(U.I.P.)
00 71+
CP 8" V
(U.I.P.)
TREES
(U.I.P.)
(U.I.P.)
VCP 8"
WATER VALVE
SIGN
(U.I.P.)
y t n ou sC i 73 u 6 o 1 L . Pg St 8 6 33 1 DB
(U.I.P.)
70+00
PAVEMENT
(U.I.P.)
MAILBOX
(U.I.P.)
(U.I.P.)
CONCRETE
WATER VALVE
CURB INLET 23R3-181D
C V "
SIGN
(T.B.R&R.)
P.S.E.
00 72+
DATE:
( 636) 519. 0990 - LI C.NO.2002006608
MANHOLE 23R3-178D
MAILBOX
(U.I.P.)
MAILBOX
PU BLIC W O RK S
P
(U.I.P.)
CURB INLET 23R3-180D
(U.I.P.)
P RC
UTILITY POLE
00 73+
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
MANHOLE 23R3-194S
RCP 2" 1
) P. . I U. (
PLAN SHEET
P 12" RC
VC
(U.I.P.)
MANHOLE 23R3-095S (A.T.G.)
P C R
TE CRE CON
o t ces vi 7 er S Pg as 74 rG o B f P . e mt s Es c U i bl Pu o t ed cat i ded
K WAL
TRA N SPO RTA TIO N
LI NE
8"
MAILBOX
CP 8" V 1
RCP
(U.I.P.) as e G pan o r d P woo k r Ki
CP 5" R 1
1 5" RCP
DOUBLE CURB INLET 23R3-182D (U.I.P.)
) P. .
I U. ALK ( E W CRET N O C 2" 1
St .L ou i s Cou n t y DB 1 1 31 2 Pg 262
SIGN(U.I.P.)
69+ 00
DRIVEWAY
VCP 8" 1
B c.D n ,I es c i v Ser
VCP 8" 1
521 Pg 06 41
RESURFACI NG
(U.I.P.)
CONCRETE
(U.I.P.)
DRIVEWAY
STA PT
DRIVEWAY
CP
MANHOLE 23R3-244D
W 5'
V 12"
CONCRETE
P 6" RC *
(U.I.P.)
(U.I.P.)
CONCRETE
MANHOLE 23R3-094S
NE LI H C M AT
TREE
(U.I.P.)
L K
MA TC H
95 (U.I.P.) WATER METER
42
P L
Loc. #23R320814 Report #21-293239-KEE
PAVEMENT
RC P
(U.I.P.) WATER METER
19. 71+
RC P
DRIVEWAY
(U.I.P.)
(U.I.P.)
ASPHALT
T.S.C.L.
(U.I.P.)
P 6" RC
ST A. 68 +0 0
48" RC P
MANHOLE 23R3-220D
LANDSCAPE AREA
(U.I.P.)
WROUGHT IRON FENCE
41
" 48
(U.I.P.) WATER METER
P RC 6"
SAWCUT
" 8 4
Loc. #23R320191
CONCRETE
RAMP
P L
d n ou Gr on m . mt Com s 52 & E g 2 P 9 5 3 PB o t mt Es 673 ge 1 a n g i a 8 P tDr en 336 0) B 1 man D r . e ot3 P Co e L s n i i l u t as .Lo St o e t (
611 Sulphur Spring Rd.
615 Sulphur Spring Rd.
( U . I . P. ) CONCRETE WA
RAMP
DB 18785 Pg 813
30 LO T 29 LO T
DB 9652 Pg 10 (U.I.P.)
SIGN
31 LO T 30 LO T
g 16 5 P
N/F McMullen, Timothy R. & Robin S.
EXI ST.ROW
54 "
N/F Lenich, William P.
Loc. #23R320823
RAMP
(U.I.P.)
609 Sulphur Spring Rd.
SULPHUR SPRI NG ROAD
367
RK N PA TO S N WI 4 PG 7 PB 7 27
CURB INLET 23R3-214D
Loc. #23R340036
DB 24514 Pg 391
(U.I.P.)
68 +0 0
32 LO T 31 LO T
Johnson, William R. & Ashley Jo.
AREA INLET 23R3-219D
24 "
N/F
P L
(U.I.P.) AREA INLET 23R3-213D
607 Sulphur Spring Rd.
PRELI MI NARY
DB 22196 Pg 4100 P L
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
N/F Raaz, Jeffrey & Susan
REV.DATE
33 LO T 34 LO T W 5' 7.
33 LO T 32 LO T
28 LOT 29 LOT
P L
7 Pg 74 B .P mt Es
DB oses purp
CT.
21" RC P
Drai nage Esm t DB 17 .to M 290 .S.D. Pg 13 79
P L
T.S.C.L.
40
A. N/F en r ,Ka 5 r 9 e t 8 ee g 1 Sch Rd. 2 P g 4 n 3 i r 7 p S B D r u 72 ph l Su 400 3R3 605 2 # . Loc
P L
er Sew tary i San for
IN G SP R
6 2
P L
REVI SI ONS
P L
APP.
P L
DESCRI PTI ON
SCALE: 1" = 20'
7
B D r 5 B an 2 d R 2 o N e L 1 / p o Su 2 n 8 o c M F r . lph 0 . t # & # 2 ur P 2 3 g K 1- R S a 2 32 pr 20 th 9 in 0 le 0 3 8 e 2 8 g n 3 96 C 8 t. E . K E E 7
MSD BASE MAP:
SCALE IN FEET
Pg
h it e ,
60
40
23R, 24R
t. Esm
HUR
W
20
P L
74
P SU L
P L
2 LOT 1 LOT
FEDERAL PROJECT NO.
STP-9901(659)
B se P c U i l Pub d to cate edi
8 VA 7 3 LL E Y
W .D 10'
S U L P H P UR B 3 SP 5 4 RI P NG G
AR-1826
PROPOSED CONCRETE SIDEWALK Common Gr ou n d & Es mt . PB 1 51Pg 64
J. DOHRMANN SHEET SEQUENCE:
16 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
N
E-W GATEWAY TIP NO.
7124D-22 MSD:
MSD BASE MAP: 0
20
60
40
23R, 24R
P L
L oc .# 23R340256
REVI SI ONS
N/F Ch r i s t i a n ,Ga r yL .& Ke l l i DB 1 0645 Pg 1 56 51 7 Su l p h u rSp r i n g Rd . L oc .# 23R340393
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
LOT 39
LOT 40
LOT 39
46
(U.I.P.)
DRIVEWAY
EXIST. ROW
(U.I.P.)
AREA
MANHOLE
CONCRETE
TREE
DRIVEWAY
DRIVEWAY
(U.I.P.)
DRIVEWAY
(U.I.P.) LANDSCAPE AREA (U.I.P.)
Es mt .f orGa s Se r v i c e st o Ki r k wood Ga s Se r v i c e s ,I n c .DB 41 06 Pg 521
18" VCP DOUBLE CURB INLET 23R3-179D (U.I.P.)
73+00
MAILBOX
MAILBOX
(U.I.P.)
(U.I.P.)
74+00
MAILBOX
(T.B.R&R.)
75+00
76+00
12" RCP
(U.I.P.)
(U.I.P.) 23R3-195D
8" VCP 1
12" RCP
12" RC P
MAILBOX
(U.I.P.)
CURB INLET
CONCRETE WAL K(U.I.P.)
(U.I.P.)
SIGN (U.I.P.)
MAILBOX
Es mt .f orSa n i t a r y Se we rp u r p os e s DB 3675 Pg 1 6
CURB INLET 23R3-196D
18" VCP
(U.I.P.)CONCRETE WALK
CONCRETE
CONCRETE
TREE
23R3-093S
(U.I.P.)
MAILBOX
MAILBOX
(U.I.P.)
(U.I.P.)
77+00
78+00
SULPHUR SPRING RD. MANHOLE (A.T.G.)
5' Widening Dedicated to Public Use PB 111 Pg 1
5' Widening Dedicated to Public Use PB 111 Pg 1
RAMP WATER VALVE
Esm t.PB 159 Pg 88
Esm t.PB 159 Pg 88
5' W
5' W
30 N/F Sa d d l e r ,L a v e r n e & Fr a n k O. DB 1 8921Pg 460 51 0 J oy c e An n Dr . L oc .# 23R341 053 Ne e d Re p or t
(U.I.P.)
MODULAR BLOCK RETAINING WALL
48
(U.I.P.)
DIANA LEE ACRES PB 61 Pg 4 9
DIANA LEE ACRES AMENDED PB 159 PG 88
P L
FIRE
(U.I.P.)
Use PB 159 Pg 88
(U.I.P.)
HYDRANT
DR.
P L
UTILITY POLE
DRIVEWAY
(U.I.P.)
10'W Esmt. to St. Louis County Water Co. DB 8265 Pg 1051 (U.I.P.)
T.S.C.L.
P L
P L
PULLBOX
SHRUBS
P.S.E.
RAMP 47
10' Roadway Maint. & Utility Esmt. Dedicated to Public
SAWCUT
(U.I.P.)
CONCRETE
LOT 6 LOT 7
T.S.C.L.
ANN
P
N/F Vi l l e n a ,Ce c i l l a DB 23296 Pg 31 87 602 Su l p h u rSp r i n g Rd . L oc .# 23R341 062
10'W Esmt. to St. Louis County Water P.S.E. Co. DB 8262 Pg 453
TRAFFIC(U.I.P.)
2/1/2023
31 N/F 509 J oy c e ,L L C DB 20957 Pg 885 509 J oy c e An n Dr .
AMENDED PB 159 PG 88 N/F Wa l t e r ,L i n d a D. DB 24224 Pg 3397 51 8 Su l p h u rSp r i n g Rd .
L oc .# 23R341 1 27 Re p or t# 21 293243KEE
P L
Esm t.PB 159 Pg 88
Louis County Water Co. DB 8262 Pg 461
50' W
8" V C
10'W Esmt. to St.
(U.I.P.)
EXIST. ROW
UTILITY POLE
LOT 5 LO T 6
(U.I.P.)
15" RCP
(U.I.P.)
(U.I.P.) *
LOT 1 LOT 2
PULLBOX
DRIVEWAY
St .L ou i s Co. SIGN DB 11238 (U.I.P.) Pg 1742
UTILITY POLE
*
TRAFFIC
DOUBLE CURB INLET 23R3-193D (U.I.P.)
10' Widening Dedicated to Public Use PB 159 Pg 88 (U.I.P.) CONCRETE WALK (U.I.P.)
PAVEMENT
EXIST. ROW CONCRETE
(U.I.P.) CURB INLET 23R3-190D
24" RCP
SIGN(U.I.P.)
ASPHALT
(U.I.P.)CONCRETE WALK UTILITY POLE
DOUBLE CURB INLET(U.I.P.) 23R3-191D
30" RCP
30" RCP
SIGN
MAILBOX(U.I.P.)
5' W
10' Widening Dedicated to Public Use PB 159 Pg 88
30" RCP
EXIST. ROW
5' Widening Dedicated to Public Use PB 61 Pg 49
Esm t.PB 159 Pg 88
(U.I.P.)MAILBOX
23R3-018S
JOY CE
MANHOLE
5' W
(A.T.G.) 8" VCP
23R3-192D
5' Widening Dedicated to Public Use PB 61 Pg 49
DATE:
L oc .# 23R341 035
P L
P L
LEGEND
15'W Esmt. PB 159 Pg 88 15'W Esmt. PB 159 Pg 88
P L
( SHEET 13 OF 19)
(U.I.P.)
CONCRETE
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
WATER METER
DRIVEWAY
LANDSCAPE
PU BLIC W O RK S
(U.I.P.)
(U.I.P.)
DRIVEWAY
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
WATER VALVE
CONCRETE
PLAN SHEET
CONCRETE
(U.I.P.)
NOT FOR
(U.I.P.)
(U.I.P.)
CONSTRUCTI ON
(U.I.P.)
DRIVEWAY
TRA N SPO RTA TIO N
CONCRETE
MATCHLI NE STA.78+50
(U.I.P.) 6" RCP
LOT 38
LOT 37
RAMP
LANDSCAPE AREA
MATCHLI NE STA.73+00
LOT 38
LOT 36
LOT 37
LOT 36
LOT 35
LOT 35
LOT 34
LOT 33
LOT 34
L oc .# 23R340339
PRELI MI NARY
L oc .# 23R340090
N/F Cl e me n s ,J oy c e& Pi ot r a s c h k e ,Ka r e n DB 1 1 258 Pg 1 865 51 9 Su l p h u rSp r i n g Rd .
N/F Ma r t i n ,J os h u a DB 22450 Pg 281 2 521Su l p h u rSp r i n g Rd .
N/F L a Ba r g e ,Sh a i n & Pa t r i c i a DB 22230 Pg 2590 523 Su l p h u rSp r i n g Rd . L oc .# 23R340229
RESURFACI NG
N/F L i t z s i n g e r ,Rob e r tJ .& Ma r y M. DB 6623 Pg 1 862 601Su l p h u rSp r i n g Rd . L oc .# 23R340201
SULPHUR SPRI NG ROAD
N/F Mor e l a n d ,Vi n c eJ r . DB 22466 Pg 4627 603 Su l p h u rSp r i n g Rd .
P L
P L
BY
N/F Sc h e e t e r ,Ka r e n A. DB 7342 Pg 1 895 605 Su l p h u rSp r i n g Rd . L oc .# 23R340072
P L
P L
P L
P L
REV.DATE
P L
APP.
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
P L
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE LOT 3
DIANA LEE ACRES AMENDED PB 159 PG 88
LOT 4
DIANA LEE ACRES AMENDED PB 159 PG 88
PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
17 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826
7.5'W Esmt. PB 74 Pg 7
LOT 3
P L
LOT 2
FEDERAL PROJECT NO.
7.5'W Esmt. PB 74 Pg 7
N
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22 MSD:
MSD BASE MAP: 60
40
20
0
23R, 24R
P L
DRIVEWAY
DRIVEWAY
(U.I.P.)
BY REV.DATE
Pg 7
(U.I.P.)
(U.I.P.)
(U.I.P.)
SHRUB LINE
TREE
(U.I.P.)
(U.I.P.)
EXIST. ROW
(U.I.P.) WATER VALVE
Es mt .f orSa n i t a r y Se we rp u r p os e s DB 3675 Pg 1 6
*
5'W dedicated to Public Use PB 74 Pg 7 CONCRETE WAL K (U.I.P.)
18" VCP
CONCRETE
DOUBLE CURB INLET 23R3-200D (U.I.P.)
12" RCP
EXIST. ROW
(U.I.P.)CONCRETE WALK
5'W dedicated to Public Use
18" VCP
PAVEMENT
DRIVEWAY
PB 74 Pg 7
18" VCP
MAILBOX
MAILBOX
MAILBOX
(U.I.P.)
(U.I.P.)
82+00
C
81+00
R
80+00
83+00
12
ASPHALT PAVEMENT
(A.T.G.) MANHOLE 23R-189D
(U.I.P.) GAS VALVE
(A.T.G.)GAS
24" RCP
VALVE
AMENDED
32
PB 159 PG 88
N/F Don g y u n Xi e & Hon g s h e n g Pe n g DB 23968 Pg 1 081 51 0 Con n i eL n . L oc .# 23R341 1 1 8 Re p or t# 21 293244KEE
WATER VALVE
SAWCUT
TREE
(U.I.P.)
10'W Esmt. to St. Louis County Water Co. DB 8269 Pg 451
St. Louis Co. DB 11311 Pg 1443
P.T.S.E.
CONCRETE WALK(U.I.P.)
EXIST. ROW
CONCRETE DRIVEWAY
(U.I.P.)
SHRUB LINE
SIGN
10'W Esmt. to St. Louis County Water Co. DB 8265 Pg 1043 TREE
(U.I.P.)
TREES
(U.I.P.)
10' Roadway Maint.
RAMP
& Utility Esmt. Dedicated to Public
(U.I.P.)
52
Use PB 159 Pg 88
N/F J i me n e z ,L e t i c i a E. DB 1 7330 Pg 3744 509 Con n i eL n . L oc .# 23R341 1 36 Re p or t# 21 293245KEE
7.5' W
33
P L
AMENDED PB 159 PG 88
N/F Zi t z a ,Dou g l a s C.& Ma r l e n e C. DB 801 4 Pg 2429 420 Su l p h u rSp r i n g Rd . L oc .# 23R340999
P L
CHAIN LINK FENCE
(U.I.P.)
36
N/F Roybal, Adrian DB 20300 Pg 2647 500 St. Joseph Ln. Loc. #23R341145 Report #21-293248-KEE
DIANA LEE ACRES PLAT NO. 2 PB 105 PG 95
P L P L
LOT 1 LOT 2
LEGEND
15'W Esmt. PB 159 Pg 88
15'W Esmt. PB 159 Pg 88
P L
P L
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE
LOT 9
2/1/2023
10'W Esmt. to U.E. Co. DB 11876 Pg 1078 30'W Esmt. to St. Louis County Water Co. DB 8262 Pg 457
(U.I.P.)
DIANA LEE ACRES P L
(U.I.P.)St. Louis County DB 11314 Pg 91 8" RCP
P
U. I . P. ) CONC RETE W ALK(
RAMP
DIANA LEE ACRES
P L
(U.I.P.)
(U.I.P.)
51
N/F Bi on d o,Vi n c e n tA.& J a mi e R. DB 20926 Pg 21 38 51 6 Su l p h u rSp r i n g Rd . L oc .# 23R341 026
(U.I.P.)
(A.T.G.)
TRAFFIC PULLBOX
LOT 11 LOT 12
10'W Esmt. to St. Louis County Water Co. DB 8265 Pg 1049
12" R C
(U.I.P.)
PB 66 Pg 39
GUY WIRES
TRAFFIC PULLBOX
UTILITY POLE
CURB INLET 23R3-187D
(U.I.P.)
*
*
50' W
(U.I.P.)
TREE
(U.I.P.)
TRAFFIC SIGNAL (U.I.P.)
LN .
DRIVEWAY
P.T.S.E.
CON N IE
CONCRETE
DB 11221 Pg 78 TRAFFIC SIGNAL (U.I.P.)
*
21" RCP
CONCRETE WALK(U.I.P.)
St. Louis Co. PAVEMENT
UTILITY POLE(U.I.P.)
10' Roadway Maint. & Utility Esmt. Dedicated to Public Use PB 159 Pg 88
10' Widening Dedicated to Public Use PB 159 Pg 88
CONCRETE
CONCRETE WALK (U.I.P.)
EXIST. ROW
10' Widening Dedicated to Public Use PB 105 Pg 95
MAILBOX
UTILITY POLE(U.I.P.)
DOUBLE CURB INLET 23R3-188D (U.I.P.)
24" RCP
(U.I.P.)
10' Widening Dedicated to Public Use PB 111 Pg 1
UTILITY POLE (U.I.P.)
10' Widening Dedicated to Public Use PB 111 Pg 1
Esm t.PB 105 Pg 95
(U.I.P.) MAILBOX
DATE:
84+00
"
79+00
P
(U.I.P.)
LOT 10
PROPOSED FULL DEPTH
DIANA LEE ACRES
DIANA LEE ACRES
AMENDED
AMENDED
PB 159 PG 88
PB 159 PG 88
PU BLIC W O RK S
MANHOLE 23R3-092S
TREE
( SHEET 14 OF 19)
(A.T.G.)
CONCRETE
TREE
CONCRETE
ELD,M 0 63017 ,STE.205,CHESTERFI 16020 SW I NGLEY RI DGE RD. 0990 - LI C.NO.2002006608 ( 636) 519.
MANHOLE 23R3-194D
(U.I.P.)
TREE
(U.I.P.)
PLAN SHEET
(U.I.P.)
TRAFFIC PULLBOX
(U.I.P.)
50
NOT FOR
(U.I.P.)
(U.I.P.)
(U.I.P.)
DRIVEWAY
ON CONSTRUCTI
TRAFFIC SIGNAL
TRAFFIC SIGNAL
(U.I.P.)
CONCRETE
RAMP
UTILITY POLE
LO T 7 LOT 8
MATCHLI NE STA.78+50
EXIST. ROW
TRAFFIC PULLBOX
TREES
BRUSH LINE
P.T.S.E.
TRA N SPO RTA TIO N
(U.I.P.) CONCRETE
(U.I.P.)
49
(U.I.P.)
POLYVINYL PRIVACY FENCE
(U.I.P.)
MI NARY PRELI
WATER VALVE
7.5' W
(U.I.P.)
(U.I.P.)
SIGN
RAMP
RESURFACI NG
(U.I.P.) GUY WIRES
(T.B.R.&R.) TRAFFIC SIGNAL CONTROL BOX
SULPHUR SPRI NG ROAD
L oc .# 23R340421
GAS VALVE
N/F We i h e ,Roy R.& Ge or g i a V. DB 1 0480 Pg 937 41 9 Su l p h u rSp r i n g Rd . L oc .# 23R340779
MATCHLI NE STA.84+00
Esm t.PB 74
N/F I b t i s s a m Ra j a b DB 22927 Pg 597 51 5 Su l p h u rSp r i n g Rd .
(U.I.P.)
P L
DI SCLAI M ER OF RESPONSI BI LI TY he Iher eby speci f yt hatt o be docum ent si nt ended t e aut hor i zed by m y sealar ,and I l i mi t ed t ot hi s sheet m any her eby di scl ai oral lot her r esponsi bi l i t yf f i cat i ons, Dr awi ngs,Speci Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be orany par toft he used f neer i ng pr oj ectorsur vey engi
Pg 7
LOT 40 LOT 1
P L
N/F J oh n s on ,Ed wa r d A.& J a n e tM. DB 7840 Pg 260 41 7 Cov e n t r yL n . L oc .# 23R340632 Re p or t# 21 293247KEE
Esm t.PB 74
N/F Al k h i y a t ,Nou r& Ha mz e h DB 21 973 Pg 649 501Su l p h u rSp r i n g Rd . L oc .# 23R340568 Re p or t# 21 293246KEE
P L
35
10' W
34
LOT 41
Pg 7
COV EN TR Y
7.5' W
LOT 1
PB 74
P L
LOT 42
P L
60' W
Esm t.PB 74
LOT 2
P L
SI ONS REVI
PB 74 PG 7
SCALE: 1" = 20'
APP.
PB 74 PG 7
LN .
WINSTON PARK
Pg 7
WINSTON PARK
PTI ON DESCRI
SCALE IN FEET
7.5'W Esmt. PB 74 Pg 7
PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
18 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
N
STP-9901(659) E-W GATEWAY TIP NO.
P L
7124D-22 MSD:
MSD BASE MAP: 0
20
P L
60
40
23R, 24R
ADJUSTED PARCEL 2
Pg 46
PB 353 PG 1007
10'W Esmt. to
DB 6853 Pg 1963
P L
* 10'W Esmt. to Cities of Manchester &
P.T.S.E.
(U.I.P.)
(U.I.P.)
(U.I.P.)
(A.T.G.) TRAFFIC PULLBOX
(U.I.P.)
5'W P.T.S.E DB 13368 Pg 1673
(U.I.P.) CONCRETE DRIVEWAY
CONCRETE
(U.I.P.)
DRIVEWAY
GUY WIRES
SIGN
DOUBLE CURB INLET 23R2-099D (U.I.P.)
18" VCP
P
(A.T.G.)
10'W Esmt. to S.W.B.T. Co. DB 11049 Pg 1360
85+00
(U.I.P.) MAILBOX
MAILBOX
(U.I.P.)
PAVEMENT
PAVEMENT
(U.I.P.)
MANHOLE 23R2-097D (U.I.P.)
TELEPHONE MANHOLE TMH
UTILITY POLE
(U.I.P.)
St. Louis County DB 6843 Pg 2481
(U.I.P.)
SIGN
(U.I.P.) DOUBLE CURB INLET 23R2-098D (U.I.P.)
(U.I.P.)
FIRE HYDRANT
(U.I.P.)
(U.I.P.)
15" RC P
(U.I.P.)
8" VCP
s i ou .L o St t County 4 Pg 9 31 1 DB 1
(U.I.P.) STREET INLET
CURB INLET CURB INLET 23R2-096D 23R3-185D
(U.I.P.)
RAMP 56
T RISER
e c n a n e t n i Ma . mt y Es t i l i & Ut
1 2" RCP TRAFFIC PULLBOX(U.I.P.)
(U.I.P.) STREET INLET
Pe r ma n e n tRoa d wa yI mp r ov e me n t , Ma i n t e n a n c e ,& Ut i l i t y Es mt .t o St .L ou i s Co.DB 1 1 338 Pg 1 1 03
5" 1
P RC
GUY WIRE(U.I.P.)
* GUY WIRES
(U.I.P.)
GRATE INLET NO MSD ID(U.I.P.)
UTILITY POLE
(U.I.P.)
CURB INLET 23R2-103D
(U.I.P.)
LANDSCAPE AREA (U.I.P.)
(U.I.P.) WATER VALVE
Perpetuel Roadway Maintenance, Improvement & Utility Esmt. to St. Louis Co. DB 6843 Pg 2481 CONCRETE GUTTER (U.I.P.)
UTILITY POLE
GUY WIRES
PAVEMENT
(U.I.P.)
P
CURB INLET 23R3-184D
(U.I.P.)CONCRETE
ASPHALT
10'W Esmt. to St. Louis County Water Co. DB 8270 Pg 1700 FIRE HYDRANT
EXIST. ROW
DRIVEWAY
(U.I.P.)
(U.I.P.) CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
TREE
WATER VALVE
(U.I.P.)
(U.I.P.)
(U.I.P.) Pe r m.Dr a i n a g e Es mt . t o St .L ou i s Co. DB 1 1 338 Pg 1 1 03
MODULAR BLOCK RETAINING WALL
(U.I.P.)
(U.I.P.) TELEPHONE
TRAFFIC SIGNAL CONTROL BOX
PEDESTAL
RAMP
(U.I.P.)
EXI ST.RO W
(T.B.R.&R.)
55
P L
37
Esm t.to Uni on El ectri c Co.DB 4262 Pg 465 25' W
Esm t.to Uni on El ectri c Co.DB 11985 Pg 1624 15' W
Esm t.to S.W .B.T.Co.DB 8298 Pg 349
P L
10' W
415 DB 5288 Pgs 413 & 50' W
ST.JOSEP H
A V E.
P L
P L
2/1/2023
RC
10'W Esmt. to S.W.B.T. Co. DB 8298 Pg 349
(U.I.P.)
*
CLEANOUT (U.I.P.)
(U.I.P.)UTILITY POLE
" 12
(U.I.P.)
(U.I.P.)
Permanent Footing Esmt. DB 11338 Pg 1103
CLEANOUT
TRAFFIC SIGNAL
TRAFFIC PULLBOX
UTILITY POLE
(U.I.P.)CONCRETE WALK
CONCRETE WALK (U.I.P.)
ST.ROW EXI TRAFFIC SIGNAL (U.I.P.)
TRIPLE CURB INLET 23R2-044D (U.I.P.)
SIGN
DATE:
N/F St. Louis County Catholic Church DB 17765 Pg 4123 Parcel 1 555 St. Joseph Ln. Loc. #23R620839 Report #21-293249-KEE
LEGEND
PLAN SHEET
P RC
PAVEMENT
GAS VALVE
RESURFACI NG
15"
St .L ou i s Cou n t y 1 1 338 Pg 1 1 03
DB CONCRETE
(A.T.G.)
Perm. Drainage Esmt. to St. Louis Co. DB 11358 Pg 937 (Tract 1)
ELECTRIC METER
AREA INLET 23R2-100D
1 8" RCP
(A.T.G.)
(U.I.P.)
89+00
MANHOLE 23R2-089S
MANHOLE 23R3-186D
y wa d m.Roa r Pe , t n me e ov r mp I
88+00 ASPHALT
TRAFFIC PULLBOX
T.S.C.L.
(U.I.P.)
87+00
ASPHALT
(U.I.P.)
WATER VALVE
MAILBOX
(U.I.P.)
(U.I.P.)
86+00
(A.T.G.)
(U.I.P.)
8" VCP 1
(A.T.G.)
(A.T.G.)
8" RCP 1 8" RCP 1
18" VCP
(U.I.P.) CURB INLET 1 2" RCP 23R2-104D
SULPHUR SPRI NG ROAD
84+00
MANHOLE 23R2-194S
MAILBOX
(U.I.P.)
CONCRETE WALK (U.I.P.)
CP
WATER VALVE
TREE LINE
(U.I.P.)
P RC
MANHOLE (U.I.P.) 23R3-088S
C
12" R
V
(U.I.P.)
UTILITY POLE
" 18
8 "
(U.I.P.) MANHOLE 23R2-045D
(U.I.P.)
(U.I.P.)CONCRETE WALK
(U.I.P.)
TREE
(U.I.P.)
CONCRETE
DRIVEWAY
EXIST. ROW
TREE
(U.I.P.) (U.I.P.)
CONCRETE WALK
T
MATCHLI NE STA.84+00
(U.I.P.)
TRAFFIC SIGNAL
(U.I.P.) TRAFFIC PULLBOX
. (U
P.T.S.E.
SHRUB LINE
TE RE Y NC W A CO V E ) I . P DR I .
TRAFFIC SIGNAL
CHAIN LINK FENCE
LANDSCAPE AREA (U.I.P.)
( SHEET 15 OF 19)
T.S.C.L.
BRUSH LINE
(U.I.P.)
WATER METER
PU BLIC W O RK S
54
TRA N SPO RTA TIO N
53
Winchester DB 6810 Pg 141
MATCHLI NE STA.89+50
RAMP
18" RCP
RAMP
( 636) 519. 0990 - LI C.NO.2002006608
Bot hd e e d sd e s c i b e d Ad j u s t e d Pa r c e l B PB 348 Pg 1 36
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
5' W
L oc .# 23R620866
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
N/F Schnarr, Harold A. & Laverne K. DB 10796 Pg 949 407 Sulphur Spring Rd. Loc. #23R620114
NOT FOR
N/F Haitham Ali & Joman Ibrahim DB 23130 Pg 543 409 Sulphur Spring Rd. Loc. #23R620884
CONSTRUCTI ON
N/F Pr a t t ,Ta l b otJ . DB 1 6584 Pg 909 ( Af f i d a v i tDB 1 7434 Pg 21 76) 41 1Su l p h u rSp r i n g Rd .
PRELI MI NARY
P L
Winchester
BY
P L
Cities of Manchester &
REV.DATE
P L
N/F Cr e ws ,Ge n e v a A. DB 1 51 54 Pg 2863 41 5 Su l p h u rSp r i n g Rd . L oc .# 23R620857
P L
*
Esm t.PB 24
CREWS - KRICKHAHN PB 348 PG 136
P L
CREWS - KRICKHAHN BOUNDARY ADJ. PLAT
CREWS - KRICKHAHN BOUNDARY ADJUSTMENT PLAT PB 353 PG 1007
ADJUSTED LOT A
REVI SI ONS
ADJUSTED PARCEL 1
APP.
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
19 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
N
STP-9901(659)
P L
P L
E-W GATEWAY TIP NO.
7124D-22
P L
P L
MSD:
MSD BASE MAP: T Co. B. W. o S. .t mt Es 50 DB 8265 Pg 21
0
20
BLOCK 20
PAVEMENT
12" RCP
MANHOLE 23R2-193S
(U.I.P.)
CONCRETE
CONCRETE
DRIVEWAY
DRIVEWAY
EXIST. ROW
(U.I.P.) CONCRETE DRIVEWAY
(U.I.P.)
CONCRETE WALK (U.I.P.)
1 5" VCP
MANHOLE 23R2-112D
MANHOLE 23R2-192S
92+00
(U.I.P.)
(U.I.P.)
93+00
(U.I.P.)
RREMOVE AND REPLACE WATER VALVE
MANHOLE 23R2-227S
(A.T.G.)
8" VCP
CONCRETE APRON 94+00
95+00
ASPHALT
ASPHALT
PAVEMENT
PAVEMENT
St. Louis County DB 6364 Pg 1404
(U.I.P.)UTILITY POLE
UTILITY POLE
15" RCP
DOUBLE CURB INLET 23R2-107D (U.I.P.)
15" RCP
(U.I.P.)
(U.I.P.)CONCRETE PAVEMENT
EXIST. ROW
DOUBLE CURB INLET 23R2-105D (U.I.P.)
(U.I.P.)
20' W
Es mt .t o St .Cou n t y Wa t e rCo.DB 8283 Pg 1 722
CURB INLET 23R2-108D
GUY WIRES
TRAFFIC PULLBOX
TELEPHONE
(U.I.P.)
PEDESTAL
(U.I.P.)
(U.I.P.)
CONCRETE WALK (U.I.P.) TELEPHONE MANHOLE
T
T
DATE:
2/1/2023
GUY WIRE
(U.I.P.)
(U.I.P.)
GUY WIRES(U.I.P.)
PEDESTAL
(U.I.P.)
(U.I.P.)
(U.I.P.)
FIRE HYDRANT
UTILITY POLE
STREET INLET
(U.I.P.) WATER VALVE
UTILITY POLE
Esm t.to Uni on El ectri c Co.DB 2801 Pg 172
(U.I.P.) Pe r m.Dr a i n a g e Es mt . t o St .L ou i s Co. DB 1 1 358 Pg 937 ( Tr a c t2)
10' W
N/F St .J oh n Ch u r c h ofCh r i s tMa n c h e s t e r( DB 1 8080 Pg 627) DB 3846 Pg 130 332 Old Sulphur Spring Rd. Loc. #23R620848 Report #21-293253-KEE (Parcel 1)
RAMP
(U.I.P.)
(U.I.P.)
WATER VALVE
61
(U.I.P.)
41 N/F St .J oh n Un i t e d Ch u r c h ofCh r i s tMa n c h e s t e r( DB 1 8080 Pg 627) DB 867 Pg 437 332 Old Sulphur Spring Rd. Loc. #23R620848 Report #21-293253-KEE (Parcel 2)
1 0' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo. DB 1 2403 Pg 623
LEGEND P L
( SHEET 16 OF 19)
TELEPHONE
(U.I.P.) WATER VALVE
PLAN SHEET
DRIVEWAY
TRA N SPO RTA TIO N
ASPHALT
(U.I.P.)
RESURFACI NG
MANHOLE
PU BLIC W O RK S
(U.I.P.)
TELEPHONE
SULPHUR SPRI NG ROAD
AREA INLET 23R2-102D
UTILITY POLE(U.I.P.)
TMH
(U.I.P.)CONCRETE WALK
St. Louis County DB 11358 Pg 937
GUY WIRES(U.I.P.)
12" RCP
DESCRI PTI ON
REVI SI ONS
BY
LO T 27 LO T 26
(U.I.P.) CONCRETE
1 5" VCP
91+00
T.S.C.L.
PAVEMENT
WATER VALVE
(A.T.G.)
(U.I.P.)
(U.I.P.)
12" RCP 12" RCP
(U.I.P.) NK FENCE I N L CHAI
SIGN
1 2" RCP
2" RCP 1
CONCRETE WALK (U.I.P.)
60
( 636) 519. 0990 - LI C.NO.2002006608
DRIVEWAY
(U.I.P.)
RAMP
TREE
DRIVEWAY TO NEAREST JOINT
T RISER
MATCHLI NE STA.89+50
CONCRETE
TREE
DRI VEW AY
(U.I.P.)
DOUBLE CURB INLET 24R3-109D (U.I.P.)
ASPHALT
12" RCP
(U.I.P.)
(U.I.P.)
T.S.C.L. (U.I.P.)
CONCRETE
CONCRETE
1 5" VCP
TREE
(U.I.P.)
YARD LAMP
6" RC P
EXIST. ROW 8" VCP 1
90+00
TREE (U.I.P.)
6" RC P
SIGN
(U.I.P.)
CONCRETE
(U.I.P.)
( U. I . P. )
(U.I.P.)
DRI VEW AY
TREE
REPLACE
BOLLARD
CLEANOUT
(A.T.G.)
T.S.C.L.
SIGN (U.I.P.)
T.S.C.L.
REMOVE AND
RETAINING WALL
( U. I . P. )
CLEANOUT
MANHOLE 23R3-106D TREE LINE
(U.I.P.) CLEANOUT
(U.I.P.)
(U.I.P.)
RAMP
59
RETAINING WALL
DRI V EW AY
58
SAWCUT
57
(U.I.P.) MODULAR BLOCK
CONCRETE
RAMP
RAMP
(U.I.P.) MODULAR BLOCK
6" RCP
N/F Anderson, Mark C. DB 21165 Pg 1033 448 Sulphur Spring Rd. Loc. #23R620150 Report #21-293250-KEE
P 6" RC
GAS VALVE
EXI ST.RO W
(U.I.P.)
38
APP.
Pg 46 PB 24
N/F ZAA, LLC DB 25240 Pg 685 449 Hillcrest Blvd. Loc. #23R620509 Report #21-293255-KEE
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
P L
NOT FOR
P L
P L
CONSTRUCTI ON
P L
43
PRELI MI NARY
P L
REV.DATE
P L
P L
50' W
N/F Biondo, Lawrence P. & Barbara DB 8751 Pg 1 325 Sulphur Spring Rd. Loc. #23R620480 Report #21-293252-KEE
LOT 25 LOT 24
N/F Hoang, Thanh & Lan Nguyen DB 21964 Pg 2739 329 Sulphur Spring Rd. Loc. #23R620408
LOT 26 LOT 25
LOT 26
LOT 27
LOT 28
LOT 27
LOT 29
LOT 28
Pg 46
N/F Fesenko, Anna DB 24284 Pg 2999 333 Sulphur Spring Rd. Loc. #23R620370
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
P L
N/F Alisodai, Kanna DB 22954 Pg 1573 337 Sulphur Spring Rd. Loc. #23R620361
P L
MATCHLI NE STA.95+00
Z
L OT 25 L OT 26
N/F Grisham, Kyle T. DB 24722 Pg 3547 341 Sulphur Spring Rd. Loc. #23R620307
H ILL CR E ST
DR.
MANCHESTER HILLS PB 24 PG 46
P L
40
PB 24
BLOCK 21
50' W
ST .LA W R E N CE
P L
B LV D .
SCALE: 1" = 20'
39 N/F Action 17 Investments, LLC DB 25240 Pg 4572 345 Sulphur Spring Rd. Loc. #23R620251 Report #21-293251-KEE
23R, 24R
SCALE IN FEET
MANCHESTER HILLS PB 24 PG 46
P L
60
40
PROPOSED ASPHALTIC P L
CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
20 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
N
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22
P L
P L
P L
P L
MSD:
MSD BASE MAP: 0
20
40
60
23R, 24R
P L
EXIST. ROW 2" 1
RCP 2" 1 AREA INLET 23R2-120D
CONCRETE WALK (U.I.P.)
MANHOLE(U.I.P.) 23R2-116D
(U.I.P.)
(U.I.P.)
SIGN (U.I.P.)
(U.I.P.)
MANHOLE 23R2-190S (A.T.G.)
96+00
1 2" RCP DOUBL E CURB I NL ET 23R2-123D (U.I.P.)
MANHOLE 23R2-124D
98+00
(U.I.P.)
RCP 8" 1
UTI L I TY POL E (U.I.P.)
(A.T.G.)
23R2-141D
TRAFFIC PULLBOX
8' W
(U.I.P.)
W O R
(U.I.P.)
(U.I.P.) TRAFFIC PULLBOX
L I TY POL E (U.I.P.)UTI
EXIST. ROW
Es mt .t o S. W. B. T.Co.DB 831 5 Pg 1 403
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. DB 8283 Pg 1 724
(U.I.P.)
1 0' W
Es mt .t o S. W. B. T.Co.DB 831 5 Pg 1 403
20' W
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. DB 8444 Pg 1 607
CONC. JOINT ASPHALT PAVEMENT
SP R IN G
RD.
(U.I.P.)
(U.I.P.)
Es mt .t o S. W. B. T.Co. DB 1 2042 Pg 778
LOT 18 LOT 17
8' W
(U.I.P.)
N/F St .J oh n s Un i t e d Ch u r c h ofCh r i s tMa n c h e s t e r( DB 1 8080 Pg 627 DB 2004 Pg 430 258 Su l p h u rSp r i n g Rd . L oc .# 23R641 472 Re p or t# 21 293254KEE
Block 11
FREDERI C K BA RTO L D' S WES TERN A DDI TI O N TO MA N C HES TER PB 4 PG 1 2 ( C i t yf o r me rC o u n t yr e c o r d s )
LOT 17 LOT 16
P L
42
CONCRETE RETAINING WALL TOPPED WITH CHAIN LINK FENCE
N/F St .J oh n s Un i t e d Ch u r c h ofCh r i s tMa n c h e s t e r( DB 1 8080 Pg 627) DB 2004 Pg 430 258 Su l p h u rSp r i n g Rd . L oc .# 23R641 472
62
317 P g 62
Perm .Retai ni ng W al lEsm t.to St.Loui s Co. DB 11314 Pg 4
EXIST.
(U.I.P.)
42 CHAIN LINK FENCE
V ac.P B
UTI L I TY POL E
Pe r m.Dr a i n a g e Es mt . t o St .l ou i s Co. DB 1 1 31 4 Pg 4
(U.I.P.)
LOT 1 LOT 2
Block 11
FREDERI C K BA RTO L D' S WES TERN A DDI TI O N TO MA N C HES TER PB 4 PG 1 2 ( C i t yf o r me rC o u n t yr e c o r d s )
LOT 2 LOT 3
LEGEND
PLAN SHEET
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
RAMP
(U.I.P.)
MATCH
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR
OLD
2/1/2023
RESURFACI NG
E X
GUY WIRE
SU LP H U R
GUARDRAIL
DATE:
T
.
(U.I.P.)
CONCRETE GUTTER
I S
12" RCP
STREET INLET
CURB INLET 23R2-118D
2" RCP 1
1 0' W 20' W
(U.I.P.) CURB INLET 23R2-140D
(U.I.P.)CONCRETE WALK
Pe r m.Re t a i n i n g Wa l l Es mt .t o St .L ou i s Co. DB 1 1 31 4 Pg 4
(U.I.P.)
(T.B.R.&R.)STREET INLET
CURB INLET 23R2-142D
(U.I.P.)
CONCRETE WALK (U.I.P.)
SIGN
(U.I.P.)
COMPATIBLE GRATE COVER UTI L I TY POL E (U.I.P.)
AREA INLET (U.I.P.)
St .L ou i s Cou n t y DB 1 1 31 4 Pg 4
REPLACE WITH BICYCLE
SULPHUR SPRI NG RD.
A lley
12" RCP
(A.T.G.) MANHOLE 23R2-117D
y unt Co 84 s 4 i 2 ou g L P . St 70 73 DB
100+00
MANHOLE 23R2-125D
12" RCP
ASPHALT
APP.
REVI SI ONS CURB INLET 23R2-134D
1 8" RCP
99+00
PAVEMENT
ASPHALT
BY
St .L ou i s Cou n t y DB 7370 Pg 2484
(U.I.P.)
97+00
REV.DATE
LOT 23
St .L ou i s Cou n t y DB 7370 Pg 2484
(U.I.P.)CONCRETE WALK
8" VC P
DRIVEWAY
EXI ST.ROW
(A.T.G.)
PAVEMENT
LOT 22
LO T 23
LO T 24
LO T 25 LOT 24
LOT 26 LOT 25 St .L ou i s Cou n t y DB 7307 Pg 95
(U.I.P.)
MANHOLE 23R2-148S
(U.I.P.)
95+00
St .L ou i s Cou n t y DB 731 1Pg 2461
MANHOLE 23R2-122D
CURB INLET 23R2-121D
8" VCP
RC P
DRIVEWAY
SULPHUR SPRI NG ROAD
1 2" RCP
RCP
1 2"
DRIVEWAY
(U.I.P.) CONCRETE
( SHEET 17 OF 19)
PAVEMENT
CONCRETE
( 636) 519. 0990 - LI C.NO.2002006608
CONCRETE
(U.I.P.)
CONCRETE
(U.I.P.) WATER VALVE
PU BLIC W O RK S
T.S.C.L.
(U.I.P.)
(U.I.P.)
CP
(U.I.P.)
(U.I.P.) WATER VALVE
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
SIGN
(U.I.P.)
AREA INLET 23R2-119D
(U.I.P.) MODULAR BLOCK RETAINING WALL
NOT FOR
(U.I.P.)
P L
CONSTRUCTI ON
CHAIN LINK FENCE
64
STEPS WITH ALUMINUM HAND RAILS
TRA N SPO RTA TIO N
(U.I.P.)
STREET I NL ET
RAMP (U.I.P.)
R 12"
MATC HLI NE STA.95+00
CURB INLET 23R2-129D
. F N/ da A n 54 Li 2) 6 , r 34 ne Pg Pg 1 t t i 9 . B 5 70 0239 ng Rd i r DB B 1 Sp 06 D 1 hur 641 ee r p l c u 3R De 9 S ( 2 # 2 . 2 Loc
PRELI MI NARY
63
N/F Pi a n t a n i d a ,L ou i s A.& Sh a r on L . DB 7389 Pg 1 607 233 Su l p h u rSp r i n g Rd . L oc .# 23R641 094
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
N/F Ne wh ou s e ,Rob e r tL .& L i l l y DB 6581Pg 1 243 233 Su l p h u rSp r i n g Rd . L oc .# 23R641 083
6" RCP
5'W Esmt. to U.E. Co. DB 12109 Pg 591
N/F Kr a f t ,Ca r l D.& Ka t h l e e n S. ( t r u s t e e s ) DB 1 8683 Pg 1 31 1 241Su l p h u rSp r i n g Rd . L oc .# 23R641 050
6" RCP
RAMP
P L
P L
(U.I.P.)
8" VCP
(U.I.P.)
SHRUBS
STREET INLET
Pg 46
(U.I.P.)
(U.I.P.) CHAIN LINK FENCE
P L
MODULAR BLOCK RETAINING WALL
(U.I.P.) MODULAR BLOCK RETAINING WALL
St .L ou i s County DB 1 1 358 Pg 937
N/F Be a t t i e ,Rob e r tH.& Ev e r s e n ,Ph i l l i p P. DB 22257 Pg 91 2 245 Su l p h u rSp r i n g Rd . L oc .# 23R641 072 Re p or t# 21 293257KEE
100+00 . A T S E N M ATC HLI
Z
Z
N/F Pe r k i n s ,Br i a n DB 20670 Pg 4482 444 Or c h a r d Av e . L oc .# 23R620949 Re p or t321 293256KEE
45
99+12.82
5' W
N/F Pe r k i n s ,Br i a n DB 20670 Pg 4482 444 Or c h a r d Av e . L oc .# 23R620949 Re p or t# 21 293256KEE
Z
P L
P L
PC STA
44
MA N C HES TER HI L L S PB 2 4 PG 4 6
PB 24
O R CH A R D
P L
LOT 23 LOT 22
LOT 23
LOT 24
LOT 25 LOT 24
MA N C HES TER HI L L S PB 2 4 PG 4 6
BL O C K1 8
50' W
BL O C K1 9
Esm t.to S.W .B.T.Co.DB 3296 Pg 499 LOT 26 LOT 25
P L
A V E.
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
21OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826
P L
FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
N
7124D-22
P L
MSD:
MSD BASE MAP:
P 24" RC MANHOLE 23R2-149S
CURB INLET 23R2-128D
(A.T.G.)
MANHOLE 23R2-144D
(U.I.P.)
REVI SI ONS
CP
ASPHALT
8"
VC P
PAVEMENT
y t n s Cou i ou .L St DB 7282 Pg 2068
GUARDRAIL
St. Louis County DB 11153 Pg 2117
(U.I.P.)
SIGN
TREE
(U.I.P.) s i .Lou o St .t mt W Es Co. 5' r 1 e t a yW t n 04 Cou Pg 20 427 DB 7
VALVE
RAMP
(U.I.P.)
B
ASPHALT
8"
DRIVEWAY
ac .P
P L
VC P
YARD LAMP
(U.I.P.)
LA
RO
W
(U.I.P.)
(U.I.P.) WROUGHT IRON GATE
P L
67
St .V
20 ' W
LO T 1 7 LO T 1 6
(U.I.P.)
42 N/F St. Johns United Church of Christ Manchester (DB18080 Pg 627) Deed un-known
83 1 5
Pg 1 40 3
NOT FOR
CONSTRUCTI ON
PRELI MI NARY
P L
(U.I.P.) St. Louis County DB 7291 Pg 752
48 P L
N/F City of Manchester DB 7563 Pg 1508 (par B) DB 11097 Pg 1911 202 Sulphur Spring Rd. Loc. #23R641481 ) r1 a p KEE ( 293260+ 21 t# or p Re
BERT PARK SEI
6' CHAIN LINK FENCE
Esm t .t o 1 0' St W .L DB Esm oui 84 t .t 44 s Co o u nt S. Pg y W W. 1 B. 60 a T. t 7 er Co Co .D . B
MANHOLE 23R2-148D
P L
RAMP
CEMETERY
(U.I.P.)
T.
(U.I.P.)
Esm t Esm .t o t .t S. o W. B. St T. .L DB E C oui X o I 84 . s S CHAIN LINK FENCE D T Co 44 B .R unt 8O 31 Pg (U.I.P.) y W 5 1 Wa 60 Pg t 7 er 1 40 Co 3 .
(U.I.P.)
68
EX I S
20 ' W
CONCRETE RETAINING WALL TOPPED WITH CHAIN LINK FENCE
1 0' W
TREE
KE
62
DRIVEWAY
K L
(U.I.P.)CONCRETE WA (U.I.P.)WATER
YARD LAMP
Pg
ASPHALT
Va cat Su a c ed b phu y S l op rS y o t pr fw .Lou i i s C ngs hi ch Rd . i s r ount y O 60' eco W r di ded r f nan ( or me ce i nD rS 1 B 1 , cho 54 76 9 ol 30 ( e asm Rd) Pg ene 21 09 nt sr & DB ese r 76 ved 32 ) Pg 1
LEGEND
PLAN SHEET
(U.I.P.)
DR
UTILITY POLE
SIGN
(U.I.P.)
RESURFACI NG
(U.I.P.) (U.I.P.)
SULPHUR SPRI NG ROAD
TRAFFIC PULLBOX
.
(U.I.P.)
6' CHAIN LINK FENCE (U.I.P.)
CP 30" R
UTILITY POLE (U.I.P.)
UTILITY POLE
SI DE
CONC RETE WALK
31 7
REV.DATE
D. R G N PRI S R HU SULP 0 104+0
102+00
(U.I.P.)
Se co nd
.
MANHOLE
y t n s Cou i ou .L St DB 7296 Pg 629
103+00
(U.I.P.)
2/1/2023
0 105+0
(T.B.R.&R.) 23R2-146D (A.T.G.)
(U.I.P.)
y t n s Cou i ou .L St DB 7300 Pg 629
(A.T.G.)
30" R
101+00
CURB INLET 23R2-143D
23R2-147D
GRATE COVER
STREET INLET
P
8" VCP
P 24" RC
GRATE INLET
DATE:
( SHEET 18 OF 19)
24" RCP
PAVEMENT
REPLACE WITH St. Louis County y t n s Cou i ou .L St DB 7313 Pg 1057 02 COMPATIBLE BICYCLE 283 Pg 1 DB 7
8" V C
ALK(U.I.P.) ETE W CONCR
ASPHALT
RCP 24"
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
(U.I.P.)
PU BLIC W O RK S
MANHOLE 23R2-127D
P 8" RC 1
SIGN
ST.ROW EXI
CURB INLET(U.I.P.) 23R2-145D
SIGN
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
(U.I.P.)
*
*
o .t mt e Es g a n i a Dr . y m t r n Pe s Cou i .Lou St 461 Pg 1 688 7 B D
TRA N SPO RTA TIO N
SAWCUT
(U.I.P.) CURB INLET 23R2-126D
TREES (U.I.P.)
(U.I.P.)
TREES (U.I.P.)
o .t mt g Es n i ot y m.Fo t r n Pe ou C s i .Lou St 461 Pg 1 688 DB 7
05+00 1 . A T NE S HLI C T A M
UTILITY POLE
TREE
7.09 103+2
P
VC
CO NC RE TE DR I VE ( U. WA I . P. Y )
6" R
CP
(U.I.P.)
WATER VALVE
y t n s Cou i ou .L St DB 7370 Pg 2484
1 8" RCP
8"
. P. )
CO NC RE TE DR I VE WA Y ( U. I
(U.I.P.)
o .t mt e Es g a n i a m.Dr r Pe y t n s Cou i ou .L St 458 DB 7688 Pg 1
LO T LO 27 T 26
P
y t n s Cou i ou .L St DB 7370 Pg 2484
CLEANOUT
N Ti eke /F P L LO 21 T 22 n,J o LO 1P 21 A g 5 T nn 20 91 ( par 2)
o .t mt e Es g a n i a m.Dr r Pe y t n s Cou i ou .L St Pg 943 DB 7276
on i t oca .l ox r p Ap o .t mt rEs e w e S . m r rCo. Pe we y Se t n u o C s i .Lou 461 St 8 Pg 1 DB 768
12" RC
EXI ST. ROW
(U.I.P.)
DB
WATER VALVE
LO T LO 1 7 T 1 8
N/F a r a b r o,Ba t i r e l l Pe r3) a p 3 ( 9631Pg 51 DB 1
N/F r e t s e ch n Wi f o y 9 1 t 1 Ci g P 2551 . DB 1 e Dr d i s e k a 429 L 427 1 4 6 R 23 Loc.#
SI DE
CHAIN LINK FENCE
RAMP (U.I.P.)
(U.I.P.)
P L
P L
KE
LL BA
) P.
. I . U ( ALL NG W NI TAI E CE R E K FEN RET N I C L N O N C HAI TH C I W D E TOPP
N/F Tieken, Jo Ann DB 21221 Pg 591 (par 1) 437 Ballwin Ave. Loc. #23R641261 EXI ST.ROW Report #21-293259-KEE
66
18" RC P
M AT C HL I NE STA .100 +00
N/F a r a b r o,Ba t i r e l l Pe r2) a p 3 ( 9631Pg 51 DB 1
47
P L
100 +00
P L
P L
RAMP
65
P L
LA
WI N
LO T 22 LO T 21
46
N/F Allen, Pamela S. DB 12150 Pg 1165 (Decree DB 16718 Pg 2112) 225 Sulphur Spring Rd. Loc. #23R641115 Repot #21-293258-KEE
N/F Bittner, Linda A. DB 7059 Pg 654 (Decree DB 10239 Pg 1342) 229 Sulphur Spring Rd. Loc. #23R641106
LO T 22 LO T 21
LO T LO 1 6 T 1 7
DR
E. AV
22
23
LO T
LO T Pi ant ani da, N Lo /F D us 23 B 73 i A. 3 Su 89 P & Sh l p ar hur g 1 Lo on 60 c. S 7 L. #2 3R pr i 64 ng R 1 d 09 . 4
P L
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
BL MA OCK NCH 1 7 ES TE PB R HI 24 L L PG S 4 6
P L
A PT ST
LO T 24 LO T 23
BY
P L
DESCRI PTI ON
Pg
s Co. i .Lou St 96 DB 72 3 3 6 Pg
N/F Pellerito, Barbara DB 19631 Pg 513 (par 1) 428 Lakeside Dr. Loc. #23R641281
APP.
P L
SCALE: 1" = 20'
B
B P L
23R, 24R
SCALE IN FEET
Es mt .P
Es mt .P 5' W
LO T LO 23 T 22
P L
60
40
P L
5' W
P L
20
24
24
Pg
P L
46
46
0
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE
DESIGNED:
E. BURKART
Block 10 PROPOSED FULL DEPTH
FREDERICK BARTOLD'S WESTERN LO T 1 6 LO T 1 5
PAVEMENT REPAIR
S. SABO CHECKED:
ADDITION TO MANCHESTER PB 4 PG 12 (City former County records)
DRAWN:
LOT 1
PROPOSED CONCRETE SIDEWALK
CEMETERY
J. DOHRMANN SHEET SEQUENCE:
22 OF 52 REMOVE CONCRETE SLAB N/F St. Johns United Church of Christ Manchester (DB 18080 Pg 627) Lots 15 - 18 Block 9 DB 67 Pg 344
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
P L
7124D-22
N
MSD:
MSD BASE MAP: 0
20
40
60
23R, 24R
P L
REVI SI ONS
t. P Es m
(U.I.P.) CONCRETE RETAINING WALL TOPPED WITH CHAIN LINK FENCE
(U.I.P.)
SIGN
EXIST. ROW SIGN(U.I.P.)
(U.I.P.)CONCRETE WALK
(U.I.P.)
y t n s Cou i ou .L St DB 7283 Pg 359
y t n s Cou i ou .L St 449 DB 7295 Pg 1
105+00
PRELI MI NARY
CONCRETE GUTTER
POT STA
SIGN
(U.I.P.)
St. Louis County DB 7296 Pg 633 CONCRETE PAVEMENT
106+00
DATE:
ASPHALT
R
CONCRETE
ES TE
PAVEMENT
END PROJECT STA. 105+36.06 MATCH EXIST. CONC. JOINT
GUY WIRE
(U.I.P.)
(U.I.P.)
30" RCP
CH
MANHOLE 23R2-149D
EXIST. ROW
N
CONCRETE WALK(U.I.P.)
A
LO LO T T 26 25 P
M
L
TREE
CP
(U.I.P.)
24 B t. P
Es m DB t. t 66 o 05 U.E Pg .C o 54 . 1
P L
Block 16 s l l rHi e t s e h c n Ma 6 4 Pg 4 PB 2 i r ou s s e ofMi t a St e No.240993 s u Ca DB 4671Pg 272
LEGEND
PLAN SHEET
PARK
RESURFACI NG
SEIBERT
SULPHUR SPRI NG ROAD
5' W
P L
TRAFFIC PULLBOX
Es m
MA NC BLOC K HE LO 1 6 LO T S PB T T 25 24 24 ER PG HI L L 46 S
Pg
46
(U.I.P.)
( SHEET 19 OF 19)
(U.I.P.)
PU BLIC W O RK S
E TY POL I L UTI
TRA N SPO RTA TIO N
PAVEMENT
( 636) 519. 0990 - LI C.NO.2002006608
R
D
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
.
2/1/2023
30" R
MATCHLI NE STA.105+00
LO LO T T 27 26
106+34.09
P L
NOT FOR
LO LO T T 28 27
CONSTRUCTI ON
N/F City of Winchester DB 12551 Pg 119 429 Lakeside Dr. Loc. #23R641427
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
P L
P L
5' W
MA NC BLOC K H 6 PB EST 1 24 ER PG HI L L 46 S
REV.DATE
B
BY
24
Pg
LO LO T T 29 28
APP.
P L
46
St .L ou i s Co. DB 7296 Pg 633
SCALE: 1" = 20'
DESCRI PTI ON
SCALE IN FEET
St .L ou i s Co. DB 7304 Pg 2035
PROPOSED ASPHALTIC CONCRETE WEDGE & SURFACE COURSE PROPOSED FULL DEPTH PAVEMENT REPAIR P L
DESIGNED:
E. BURKART DRAWN:
S. SABO CHECKED:
PROPOSED CONCRETE SIDEWALK
J. DOHRMANN SHEET SEQUENCE:
23 OF 52 REMOVE CONCRETE SLAB
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
N
SULPHUR SPRING RD. AND CIRCLE K ENTRANCE
7124D-22 MSD:
MSD BASE MAP:
DETAIL A
23R, 24R
15
10
SCALE IN FEET
REVI SI ONS
SCALE: 1" = 5'
DESCRI PTI ON
5
APP.
0
BY
T ASPHAL NG PARKI
REV.DATE
(U.I.P.)
RAMP RAMP
0B STREET LIGHT
0A
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
(U.I.P.)
S-PERP-2: S-PERP-2: TYPE B CURB RAMP
TYPE B CURB RAMP SINGLE PERPENDICULAR
SINGLE PERPENDICULAR BRUSH LINE
(U.I.P.)
. L C. S. T. . L C. S. T.
EXI ST.ROW
CONCRETE WALK
(U.I.P.)
E. S. P.
NOT FOR
PRELI MI NARY
NEW CONCRETE ENTRANCE
CONSTRUCTI ON
SIGNS
(U.I.P.)
E. S. P. LANDSCAPE AREA
(U.I.P.)
EXI ST.ROW
DATE:
CONCRETE WALK
(T.B.R.)
(U.I.P.)
SIGN
TRA N SPO RTA TIO N
(U.I.P.)
12" RCP
12" RCP
E MANHOL 374D 24R3-
PU BLIC W O RK S
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
PAVEMENT
( 636) 519. 0990 - LI C.NO.2002006608
2/1/2023 CONCRETE
( SHEET 1 OF 18)
CURB RAM P SHEET
T ASPHAL PAVEMENT
RESURFACI NG
SULPHUR SPRING RD.
SULPHUR SPRI NG ROAD
(A.T.G.)
SIGN SIGN
(U.I.P.)
(U.I.P.)
DESIGNED:
B.KNIGHT DRAWN:
B.KNIGHT CONCRETE MEDIAN
(U.I.P.)
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
24 OF 52
COUNTY PROJECT NO.
AR-1826
SULPHUR SPRING RD. AND
FEDERAL PROJECT NO.
SULPHUR SPRING RD.
STP-9901(659) E-W GATEWAY TIP NO.
N
SONIC/DOBBS ENTRANCE DETAIL A1
7124D-22 MSD:
MSD BASE MAP:
23R, 24R 10
15
SCALE IN FEET SCALE: 1" = 5'
(U.I.P.)
REVI SI ONS
UTI L I TY POL E
(U.I.P.)
CONCRETE SI GN BASE
(U.I.P.)
SIGN
(U.I.P.)
(U.I.P.)
RAMP 1
LOT
PAVEMENT
7 81 7 Pg 1 rCo.DB 791 e t y Wa t n s Cou i ou .L o St .t mt Es
A
CONCRETE
UTILITY PULLBOX
(U.I.P.)
WATER VALVE
(U.I.P.)
S-PERP-3: y DB 5974 Pg 444 t n s Cou i ou .L o St E.t D. P.
TYPE B CURB RAMP SINGLE PERPENDICULAR
EXI ST.ROW
NOT FOR
TEL EPHONE PEDESTAL
CONSTRUCTI ON
900 rCo.DB 7242 Pg 1 e t y Wa t n s Cou i ou .L o St .t mt Es
PRELI MI NARY
W 0' 1
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
EXI ST.ROW
TREETOP COMMERCI AL CENTER PLAT 3 PB 357 PG 1 9
SIGN
(U.I.P.)
REV.DATE
BY
K (U.I.P.) CONCRETE WAL
DESCRI PTI ON
5
APP.
0
DATE:
THE GODDARD SCHOOL ENTRANCE DETAIL B TRA N SPO RTA TIO N
SULPHUR SPRING RD.
UTILITY POLE
(U.I.P.) UTILITY POLE
(U.I.P.) CONCRETE
( 636) 519. 0990 - LI C.NO.2002006608
SULPHUR SPRING RD. AND
PU BLIC W O RK S
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
PAVEMENT
PAVEMENT
(U.I.P.)
RAMP 2
RAMP 3
1 0' W
Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB
7242 Pg 1 900
( SHEET 2 OF 18)
ST.ROW EXI ASPHALT
CURB RAM P SHEET
(A.T.G.)
(U.I.P.)
RESURFACI NG
TRAFFIC PULLBOX
SIGN
SULPHUR SPRI NG ROAD
(U.I.P.)
DESIGNED:
S-PERP-3:
B.KNIGHT
TYPE B CURB RAMP SINGLE PERPENDICULAR
DRAWN:
B.KNIGHT
N
S-PERP-3: TYPE B CURB RAMP SINGLE PERPENDICULAR
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
25 OF 52
317
Pg 38 317
7124D-22
ARBOR SPRING DR.
MSD:
WEST
10' W
Pg 38
E-W GATEWAY TIP NO.
MSD BASE MAP:
23R, 24R
PB
D-PERP-4: REVI SI ONS
TYPE B CURB RAMP DUAL PERPENDICULAR
RAMP CONCRETE PAVEMENT
5
BY
SIGN
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
REV.DATE
(U.I.P.)
T.S.C.L.
E. S. P. EXI ST.ROW
PRELI MI NARY
ST.ROW EXI
NOT FOR
4
CONSTRUCTI ON
RAMP
DESCRI PTI ON
DETAIL C
APP.
A R B OR
T.S.C.L.
STP-9901(659)
SULPHUR SPRING RD. AND
50' W
SP R IN G
EXI ST.ROW
10' W
FEDERAL PROJECT NO.
AR-1826
Esm t.PB
DR.
Pg 38 317 Esm t.PB
N D-PERP-4: TYPE B CURB RAMP DUAL PERPENDICULAR
COUNTY PROJECT NO.
1 2" RCP ET NL CURB I 375D 24R3-
DATE:
(U.I.P.)
SIGN
(U.I.P.) TY I L UTI BOX L PUL
(U.I.P.)
T.S.C.L. 0
5
15
10
1 0' W
SCALE IN FEET
Es mt .t o St .L ou i s Cou n t y
Wa t e rCo.DB
7242 Pg 1 900
( SHEET 3 OF 18)
EXI ST.ROW
CURB RAM P SHEET
(U.I.P.)
RESURFACI NG
(U.I.P.)
E TY POL I L UTI
SULPHUR SPRI NG ROAD
RE GUY WI
TRA N SPO RTA TIO N
SULPHUR SPRING RD.
PU BLIC W O RK S
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
NG RD. SULPHUR SPRI
( 636) 519. 0990 - LI C.NO.2002006608
2/1/2023
SCALE: 1" = 5'
RAMP 6
SULPHUR SPRING RD. AND S-COMB-4: TYPE B & C CURB RAMP WATER METER
SINGLE COMPOUND
RAMP 7
N
EAST DETAIL D
DESIGNED:
B.KNIGHT
(U.I.P.)
DRAWN:
B.KNIGHT
ARBOR SPRING DR.
(U.I.P.)
WATER VE VAL
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
26 OF 52
CONCRETE W ALK
TR A IL (U.I.P.)
TREE
MSD BASE MAP:
23R, 24R
0
5
15
10
SCALE IN FEET SCALE: 1" = 5'
(U.I.P.)
(U.I.P.)
BY
STONE BLOCK RETAINING WALL
DESCRI PTI ON
CONCRETE SIGN
MSD:
REVI SI ONS
(U.I.P.)
7124D-22
APP.
B R IG H TFIELD
Sewer Esm t.DB
7731 Pg 244
CK BRI
V EW AY DRI
10' W
SIGN
E-W GATEWAY TIP NO.
N
DETAIL E
STP-9901(659)
Si dewal k Esm t.to St.Loui s
WEST
FEDERAL PROJECT NO.
5' W
BRIGHTFIELD TRAIL
AR-1826
County PB 368 Pg 203
SULPHUR SPRING RD. AND
COUNTY PROJECT NO.
REV.DATE
(U.I.P.) ET NL CURB I 380D 24R3-
ET NL E CURB I DOUBL D 381 24R3-
1 2" RC P
(U.I.P.)
D-PERP-4: DUAL PERPENDICULAR
RAMP
S-PERP-4:
8
TYPE B CURB RAMP SINGLE PERPENDICULAR 12 "
1 5' W
Es mt .t o St .L ou i s Cou n t y Wa t e rCo. DB 1 2732 Pg 1 546
R C
SIGN WATER VALVES(A.T.G.)
RAMP
P
(U.I.P.)
9
EXIST. ROW
PRELI MI NARY
EXIST. ROW
NOT FOR
SIGN
(U.I.P.)
CONSTRUCTI ON
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
TYPE B CURB RAMP
WATER VALVE
ET NL CURB I 383D 24R3-
(U.I.P.)
DATE:
12" RCP
MAILBOX
SULPHUR SPRING RD.
(U.I.P.)
FIRE (U.I.P.) HYDRANT
MANHOLE 24R3-382D
TRA N SPO RTA TIO N
(U.I.P.)
L ELD TRAI GHTFI NG RD.AND BRI SULPHUR SPRI EAST
(U.I.P.)
PU BLIC W O RK S
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
1 2" RCP
( 636) 519. 0990 - LI C.NO.2002006608
2/1/2023
(U.I.P.)
WATER METER
WATER VALVE
(U.I.P.)
(U.I.P.)
EXIST. ROW
RAMP
TELEPHONE PEDESTAL
10
( SHEET 4 OF 18)
E TY POL I L UTI
CURB RAM P SHEET
(U.I.P.)
(U.I.P.)
RESURFACI NG
DETAIL F
E TY POL I L UTI
SULPHUR SPRI NG ROAD
MAILBOX
DESIGNED:
B.KNIGHT
N
(U.I.P.)
DRAWN:
B.KNIGHT ) P. . I U. (
TYPE B & C CURB RAMP SINGLE COMPOUND E TY POL I L UTI
EXIST. ROW
(U.I.P.)
TE C RE CO N AY V EW DRI
S-COMB-4:
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
27 OF 52 TREE
VACY FENCE WOOD PRI
(U.I.P.)
TREE
(U.I.P.)
(U.I.P.)
8" VCP
( U. I . P. )CONCRETE W ALK
ROUND g 35 SULPHUR SPRING RD. AND
(U.I.P.) MANHOLE 24R3-158S
JOHANNA DR.
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO. 20' W
D-PERP-4:
Es mt .t o St .L ou i s Cou n t y Wa t e rCo.
STP-9901(659)
PB 300 Pg 1 4
TYPE B CURB RAMP
E-W GATEWAY TIP NO.
DUAL PERPENDICULAR
7124D-22 MSD:
WEST
CONCRETE
PAVEMENT
RAMP
MSD BASE MAP:
8" VCP
23R, 24R
12
RAMP
SIGN
(U.I.P.)
11
26' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo. PB 300 Pg 1 4 ( s u b j e c tt o t e r ms & c on d i t i on st h e r e i n )
N
(A.T.G.) WATER
2" RCP 1 CURB INLET 24R3-386D
L ou i s Cou n t yf orPu b l i c Us e PB 1 31Pg 2
NOT FOR
SULPHUR SPRI NG RD.
CONSTRUCTI ON
(U.I.P.)
PRELI MI NARY
De d i c a t e dt o St .
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
1 5' W
REV.DATE
VALVE
BY
D-PERP-4: TYPE B CURB RAMP DUAL PERPENDICULAR
REVI SI ONS
EXI ST.ROW
DESCRI PTI ON
EXI ST.ROW
Es mt .PB 301Pg 35
APP.
DR.
20' W Es mt . PB 301Pg 35
1 0' W
JOH A N N A
DETAIL G
DATE:
EAST TRA N SPO RTA TIO N
L H DETAI (U.I.P.) MAILBOX
( 636) 519. 0990 - LI C.NO.2002006608
SULPHUR SPRING RD.
PU BLIC W O RK S
OHANNA DR. NG RD.AND J SULPHUR SPRI
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
E TY POL I L UTI
PULLBOX
(U.I.P.)
T.S.C.L.
15
10
( U. I . P. )
5
CO N C RE TE DRI V EW AY
0
SCALE IN FEET SCALE: 1" = 5'
WATER METER
( SHEET 5 OF 18)
P.S.E. TRAFFIC
CURB RAM P SHEET
ST.ROW EXI
RESURFACI NG
(U.I.P.) CONCRETE WALK
SULPHUR SPRI NG ROAD
(U.I.P.)
(U.I.P.)
DESIGNED:
B.KNIGHT
RAMP RAMP
14
N
13
DRAWN:
B.KNIGHT CHECKED:
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND
A. SCHUMANN SHEET SEQUENCE:
28 OF 52
Esm t.PB 120 Pg 52
7124D-22
Perm. Drainage Esmt DB 11724 Pg 1629
MSD:
MSD BASE MAP:
23R, 24R
S-PERP-4:
" C R
TYPE B CURB RAMP SINGLE PERPENDICULAR
P
RAMP
E-W GATEWAY TIP NO.
17 R C
P
UTILITY POLE
SIGN
(U.I.P.)
(U.I.P.)
12 "
RAMP
1 0' W
REVI SI ONS
18 (A.T.G.)
Es mtPB 245 Pg 1 1
WATER VALVES
(U.I.P.) E MANHOL 282D 24R2-
SHRUB
VACY FENCE(U.I.P.) NYL PRI YVI POL
EXI ST.ROW
ET NL E CURB I DOUBL 062D 24R2-
St. Louis County DB 11724 Pg 1629
5'W Esmt. to St. Louis County Water Co. PB 120 Pg 52
(U.I.P.)
PRELI MI NARY
1 5" RC P
SULPHUR SPRING RD. AND TUMULTY DR. WEST
NOT FOR
TREE
(U.I.P.)
CONSTRUCTI ON
EXI ST.ROW
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
REV.DATE
BY
(U.I.P.)
DESCRI PTI ON
DUAL PERPENDICULAR
STP-9901(659)
APP.
D-PERP-4: TYPE B CURB RAMP
FEDERAL PROJECT NO.
10' W
(U.I.P.)
P 2" RC 1
AR-1826
N
TREE
(U.I.P.)
12
TU M U LTY
(U.I.P.)
DR.
ET NL CURB I 284D 24R2-
ET NL CURB I 283D 24R2-
COUNTY PROJECT NO.
NG RD. SULPHUR SPRI DETAIL I
DATE:
SULPHUR SPRING RD. AND CARDINAL LN.
T ASPHAL PAVEMENT
12" RCP
EAST
DETAIL K
DETAIL J
TRA N SPO RTA TIO N
TUMULTY DR.
UTILITY POLE
(U.I.P.)
NG RD. SULPHUR SPRI
NG RD. SULPHUR SPRI
(U.I.P.) VE WATER VAL
MAILBOX
(U.I.P.) 12" RCP UTILITY POLE
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
SULPHUR SPRING RD. AND
PU BLIC W O RK S
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
T.S.C.L.
EXI ST.ROW FIRE HYDRANT TREE
(U.I.P.)
SIGN
(U.I.P.)
(U.I.P.)
RAMP 15
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
EXI ST.ROW
LN .
6" RCP
0
5
15
10
SCALE IN FEET
RAMP
SCALE: 1" = 5'
19
SINGLE COMPOUND
EXI ST.ROW TREE
(U.I.P.)
(U.I.P.)
DESIGNED:
B.KNIGHT DRAWN:
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
29 OF 52
SHRUB
(U.I.P.)
B.KNIGHT
N
VACY FENCE (U.I.P.)WOOD PRI
TREE
CA R D IN A L
N
RAMP
5' W Esm t.to St. Loui s W ater Co.DB 7108 Pg 2187
16
S-COMB-4: TYPE B & C CURB RAMP
( SHEET 6 OF 18)
EXI ST.ROW
CURB RAM P SHEET
T ASPHAL PAVEMENT
RESURFACI NG
(U.I.P.)
SULPHUR SPRI NG ROAD
ET NL CURB I 276D 24R2-
TREE
(U.I.P.)
DR.
)CO NCRETE W ALK P. . I U. (
SORRENTO DR.
E-W GATEWAY TIP NO.
7124D-22
NW QUADRANT
MSD:
DETAIL M
MSD BASE MAP:
23R, 24R 5
15
10
SCALE IN FEET SCALE: 1" = 5'
REVI SI ONS
S-COMB-3: TYPE B CURB RAMP E COMPOUND, NGL SI AR CUL PERPENDI NONDIVERGENT
RAMP RAMP 21 W
REV.DATE
E X IS T . R O
BY
20
SIGN
(U.I.P.)
U . I . P. )
VACY FENCE (U.I.P.) NYL PRI YVI POL
PRELI MI NARY
SULPHUR SPRING RD. AND SORRENTO DR. SW QUADRANT
NG RD. SULPHUR SPRI
DETAIL L
SORRENTO DR.
SE QUADRANT
NE QUADRANT (U.I.P.)
DETAIL N
GAS VES VAL
UTILITY POLE
DETAIL O
(U.I.P.)
TRAFFIC SIGNAL
TRA N SPO RTA TIO N
(U.I.P.)
SIGN
(U.I.P.)
C TRAFFI BOX L PUL
BOX L MAI
(U.I.P.)
(U.I.P.)
UTILITY POLE
WATER VALVE
RAMP
(U.I.P.)
23 RAMP 22
CONCRETE
CONCRETE
VEWAY DRI
VEWAY DRI
(U.I.P.)
(U.I.P.)
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND TREE
EXIST. ROW
(U.I.P.)
EXIST. ROW EPHONE TEL PEDESTAL
CURB RAM P SHEET
TREE
(U.I.P.)
RESURFACI NG
SULPHUR SPRI NG ROAD
(U.I.P.)
( SHEET 7 OF 18)
SORRENTO DR.
PU BLIC W O RK S
NG RD. SULPHUR SPRI
SULPHUR SPRING RD. AND
( 636) 519. 0990 - LI C.NO.2002006608
2/1/2023
NG RD. SULPHUR SPRI
SULPHUR SPRING RD. AND
DATE:
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
NG RD. SULPHUR SPRI
NOT FOR
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
WOO D PR I VACY FENC E(
CONSTRUCTI ON
W O R . T S I X E
DESCRI PTI ON
0
APP.
SOR R EN T O
SO R R EN T O
DR.
W EXI ST.RO ( U. I . P. )
FEDERAL PROJECT NO.
STP-9901(659)
M O DUL AR BL O CK RETAI NI NG W A LL
DIVERGENT
AR-1826
SULPHUR SPRING RD. AND
N
N S-COMB-3: TYPE B CURB RAMP E COMPOUND, NGL SI AR CUL PERPENDI NON-
COUNTY PROJECT NO.
10'W Esmt. PB
(U.I.P.)
WATER (U.I.P.) METER
275 Pg 58 DESIGNED:
B.KNIGHT WOOD P RI VACY F ENCE ( U .
I . P. )
DRAWN:
B.KNIGHT
Pg 58 275
W 10'
10'W Esmt. PB 275 Pg 58
5' W Esm t. PB 275 Pg 58
10'W Esmt. PB 275 Pg 58
58
5' W Esm t. PB 275 Pg
10
280 Pg PB
Esm t. 10' W
10'W Esmt. PB 280 Pg 10
(U.I.P.)
N
N
TREE
(U.I.P.)
Esm t.PB
TREE
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
30 OF 52
WEST
Pg 36 (U.I.P.)
8 "
DETAIL P
FEDERAL PROJECT NO.
STP-9901(659)
S-COMB-4: TYPE B & C CURB RAMP E COMPOUND NGL SI
GUY WIRES (U.I.P.)
E-W GATEWAY TIP NO.
7124D-22 MSD:
RAMP
10' W
N
WREN AVE.
NK FENCE I N L CHAI
AR-1826 UTILITY POLE (U.I.P.)
Esm t.PB 124
t. m 3 s 4 E 3 r e w Pg e S 9 10 'W 6 10 B D
SULPHUR SPRING RD. AND
COUNTY PROJECT NO. EPHONE(U.I.P.) TEL PEDESTAL
V C
25
MSD BASE MAP:
P
23R, 24R
TRAFFIC SIGNAL
SCALE IN FEET
RAMP
SCALE: 1" = 5'
24
S-COMB-4: TYPE B & C CURB RAMP E COMPOUND NGL SI
C TRAFFI BOX(U.I.P.) L PUL
C TRAFFI BOX(U.I.P.) L PUL
. mt Es l a n g c Si i f f a m.Tr r Pe 797 Pg 2523 1 DB 1
P.T.S.E.
. mt Es l a n g c Si i f f a m.Tr r Pe 407 8 Pg 1 71 1 DB 1
T.S.C.L.
TRAFFIC SIGNAL
(U.I.P.)
(U.I.P.) L FENCE NYL RAI YVI POL
WOOD PRIVACY FENCE (U.I.P.)
y t n s Cou i ou .L o St .t mt W Es 5' 24 Pg 36 rCo.PB 1 e t Wa
St. Louis County DB 11797 Pg 2523
REV.DATE
BY
EXIST. ROW
DESCRI PTI ON
(U.I.P.)
15
10
REVI SI ONS
5
APP.
0
St. Louis County
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
DB 11718 Pg 1407
NG RD. SULPHUR SPRI
10' Widening Dedicated to St. Louis County for Public Use PB 124 Pg 36
(A.T.G.)
(U.I.P.)MANHOLE 287D 24R2-
SULPHUR SPRI NG RD.AND
SE QUADRANT
2/1/2023
WREN
DETAIL Q
1 2" RCP
DATE:
AVE. 12" RCP
NE QUADRANT
2" RCP 1
DETAIL R
2" RCP 1 TRAFFIC SIGNAL
(U.I.P.)
COVERED E MANHOL 5D 31 24R2-
(U.I.P.) FIRE (U.I.P.) HYDRANT
L FENCE NYL RAI (U.I.P.) POLYVI
TRA N SPO RTA TIO N
SIGN
(U.I.P.)
RAMP
27 E X I S
EXIST. ROW
12" RC
P
ISL-1: CUT THROUGH ISLAND
CURB RAM P SHEET
T.S.C.L.
RESURFACI NG
DETAIL S
29
W
SW QUADRANT
TYPE B & C CURB RAMP SINGLE COMPOUND
O
S-COMB-4:
RAMP
R
SULPHUR SPRING RD. AND LARKSMORE CT.
.
(U.I.P.)
EXI ST.ROW
T
W R EN
TRAFFIC SIGNAL
A V E.
D-PERP-3: TYPE B CURB RAMP DUAL PERPENDICULAR
W R EN
12
"
26
WATER VALVE
(U.I.P.)
A V E.
P C R
N
RAMP
(U.I.P.)
C TRAFFI BOX L PUL
SULPHUR SPRI NG ROAD
C TRAFFI BOX L PUL
( SHEET 8 OF 18)
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
UTILITY POLE
AVE.
PU BLIC W O RK S
WREN
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
NG RD. SPRI
NG RD. SULPHUR SPRI
NOT FOR
SULPHUR SPRI NG RD.AND
PRELI MI NARY
SULPHUR
8" VCP
CONSTRUCTI ON
E MANHOL 5D 31 24R2-
DESIGNED: 24" RCP
B.KNIGHT
SIGN
(T.B.R.&R.)
DRAWN: C TRAFFI BOX L PUL
(U.I.P.)
B.KNIGHT
RAMP 28
A. SCHUMANN
N
N
NG RD. SULPHUR SPRI
CHECKED:
SHEET SEQUENCE: C TRAFFI SIGNAL CONTROL
S-COMB-4: TYPE B & C CURB RAMP
BOX
SINGLE COMPOUND
(T.B.R.&R.)
31OF 52
COUNTY PROJECT NO.
AR-1826
SULPHUR SPRING RD. AND LARKSMORE CT.
SULPHUR SPRI NG RD.
FEDERAL PROJECT NO.
STP-9901(659)
SW QUADRANT DOUBLE CURB INLET 24R2-294D (U.I.P.)
E-W GATEWAY TIP NO.
7124D-22
DETAIL T
STREET L I GHT
MSD:
( T. B. R. & R. )
MSD BASE MAP:
23R, 24R
1 5" RCP
MANHOLE 24R2-296D ASPHALT
24" RCP
(U.I.P.) MANHOLE 24R2-295D
MODULAR BLOCK RETAINING WALL
(U.I.P.)
TREE
REVI SI ONS
24" RCP
APP.
1 8" RCP
DESCRI PTI ON
(U.I.P.)
PAVEMENT
BY
(U.I.P.)
SIGN
ST.ROW EXI
( T. B. R& R. )
5' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB 1 2670 Pg 1 31 6
SIGN WATER VALVE
GAS VALVE
(U.I.P.)
(U.I.P.)
(U.I.P.)
CT .
SULPHUR SPRING RD. AND TULSA AVE.
10' W
MODULAR BLOCK RETAINING WALL
(U.I.P.) 8" V C P
) P. . I U. (
C O NCRETE W ALK
(U.I.P.)
DATE:
2/1/2023
48" RCP 48" RCP
C P
(U.I.P.)
(U.I.P.)
R
DETAIL U
CURB INLET 24R2-140D
" 15
DOUBLE CURB INLET 24R2-136D
N
48" RCP
WEST
18" RCP
(U.I.P.)
A V E.
SCOMB3: TYPE B CURB RAMP SI NGL E COMPOUND, NON DI VERGENT
WATER VAL VE
LA R K SM OR E
30
DRIVEWAY
N
Esm t to St.Loui s County
RAMP
W ater Co.PB 150 Pg 45
CONCRETE
DPERP4: TYPE B CURB RAMP DUAL PERPENDI CUL AR
D-PERP-3:
SINGLE COMPOUND, NON DIVERGENT
0
5
TRA N SPO RTA TIO N
TU LSA
S-COMB-3: TYPE B CURB RAMP
) P. . FENCE ( I U.
TYPE B CURB RAMP DUAL PERPENDICULAR 15
10
RAMP 33 SCALE IN FEET
W OOD PRI VACY
SCALE: 1" = 5'
RAMP
STREET LIGHT
32
CONCRETE
(U.I.P.)
PAVEMENT
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
(U.I.P.)
(U.I.P.)
31
PU BLIC W O RK S
SHRUB
POLYVINYL PRIVACY FENCE
RAMP
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
L ANDSCAPE AREA (U.I.P.)
Sew er Es m t PB 150 Pg 4 5
WATER VAL VE
NOT FOR
(U.I.P.)
(U.I.P.)
PRELI MI NARY
SHRUB
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
(U.I.P.)
CONSTRUCTI ON
1 0' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB 1 2670 Pg 1 31 3
REV.DATE
EXI ST.ROW
4 8 " R C
P
48" RCP
W 0' 1
g 087 P .DB 6 mt rEs we Se
48" RCP
80 1
( SHEET 9 OF 18)
ST.ROW EXI
(U.I.P.) E VACY FENC WOOD PRI
CURB RAM P SHEET
SIGN
(U.I.P.)
RESURFACI NG
SULPHUR SPRI NG ROAD
ST.ROW EXI
DESIGNED:
B.KNIGHT
SULPHUR SPRING RD.
DRAWN:
B.KNIGHT MANHOLE 24R2-306D MANHOLE 24R2-293D
ASPHALT
(U.I.P.)
CHECKED:
A. SCHUMANN
PAVEMENT
(U.I.P.)
SHEET SEQUENCE: (A.T.G.) MANHOLE 24R2-012S
32 OF 52
COUNTY PROJECT NO.
SULPHUR SPRING RD. AND TULSA AVE.
AR-1826 FEDERAL PROJECT NO.
EAST
STP-9901(659)
8"
P 8" VC
V CP
DETAIL V
W 0' 1
.DB mt rEs Sewe
Pg 6087
MSD:
MSD BASE MAP:
23R, 24R
REVI SI ONS
(U.I.P.)
WATER VALVE
MANHOLE 24R2-298D
(U.I.P.) CONCRETE APPROACH
24" RCP
MAILBOX
(U.I.P.)
REV.DATE
BY
24" RCP
EXI ST.ROW ST.ROW EXI
MODULAR BLOCK RETAINING WALL
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
RC P
APP.
(U.I.P.)
(U.I.P.)
DESCRI PTI ON
(U.I.P.) E MANHOL 3S 01 24R2-
UTILITY POLE
1 2"
7124D-22
78 1
CP 8" V
G RD. N I R P S R SULPHU
E-W GATEWAY TIP NO.
(U.I.P.) GUY WIRE
(U.I.P.)
. o St .t mt e Es c n e t s tDi h g m.Si r Pe 92 1 43 Pg 1 41 y DB 1 t n s Cou i ou L
AREA INLET 24R2-304D
(U.I.P.)
YARD LAMP
RAMP
(U.I.P.)
N
T ASPHAL
34
VEWAY DRI
(U.I.P.)
S-COMB-4: TYPE B & C CURB RAMP SINGLE COMPOUND
0
5
10
15
NOT FOR
NK FENCE (U.I.P.) I N L CHAI
CONSTRUCTI ON
PRELI MI NARY
NK FENCE (U.I.P.) I N L CHAI
SCALE IN FEET SCALE: 1" = 5' DATE:
TRA N SPO RTA TIO N
SULPHUR SPRI NG RD.
P VC 8"
MANHOLE 24R2-300D
(A.T.G.)
UTILITY POLE
CURB INLET 24R2-299D
De d i c a t e dt o St .L ou i s Cou n t y PB 272 Pg 12 P 24" RC
ST.ROW EXI
P. S. E.
P.S.E. WATER VALVE
TYPE B CURB RAMP SINGLE PERPENDICULAR
28
W RO EX I ST .
WATER VALVE
W 30'
(U.I.P.)
DESIGNED:
B.KNIGHT DRAWN:
B.KNIGHT
RAMP 36
CHECKED: 1 5' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB 1 2670 Pg 1 31 0
15" RCP
S-PERP-4:
T
35
SH
RAMP
U HR
) P. . I . U E( FENC
SIGN
(U.I.P.)
Pg 19 PB
AV
(U.I.P.)
T. S. C. L .
N
NK N LI CHAI
FIRE HYDRANT
E.
(U.I.P.)
. o St .t mt Es e c 2 n 9 e 1 t s g1 tDi gh 43 P 41 m.Si DB 1 Per y t n u s Co i Lou
CURB RAM P SHEET
24" RCP
RESURFACI NG
SIGN
(U.I.P.)
SULPHUR SPRI NG ROAD
(U.I.P.)
(U.I.P.)
( SHEET 10 OF 18)
DETAIL W
( 636) 519. 0990 - LI C.NO.2002006608
30 "
7 608
SULPHUR SPRING RD. AND THRUSH AVE.
78 1 Pg
PU BLIC W O RK S
W 0' 1
er Sew
B .D mt Es
RC
P
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
A. SCHUMANN SHEET SEQUENCE:
33 OF 52
MANHO LE 23R3233D
COUNTY PROJECT NO.
SULPHUR SPRING RD. AND TUSCAN VALLEY CT.
AR-1826 FEDERAL PROJECT NO.
EAST
STP-9901(659) E-W GATEWAY TIP NO.
7124D-22
DETAIL Y MSD:
(RAMP 37 AND DETAIL X NOT USED)
MSD BASE MAP:
23R, 24R
DESCRI PTI ON APP. REV.DATE
BY
REVI SI ONS
ASPHA LT PAVEM ENT
(U.I.P.)
( U . I . P. )
PRELI MI NARY
WALK RETE CONC
CONCRE TE WAL K
) P. . I . U (
EXI ST.RO W
ST.ROW EXI . .L DATE:
2/1/2023
T. S. C. L .
(U.I.P.)
m o m d n u ro G t. n o sm E
&
38
(U.I.P.)
C
SIGN
(U.I.P.)
SIGN
e te c i e S an l t ng s a i D ri T
(T.B.R.&R.)
d n u ro G t. n o sm E m m & o
) .
P . I . U ENCE ( RON F HT I WROUG
GN SI
MAILBOX
(U.I.P.)
(U.I.P.)
TREE
(U.I.P.)
N
STREET LIGHT
(U.I.P.)
S-COMB-4: TYPE B & C CURB RAMP TELEPHONE PEDESTAL
(U.I.P.)
ELECTRIC PEDESTAL
(U.I.P.)
SINGLE COMPOUND
CURB RAM P SHEET
SINGLE COMPOUND
39
RESURFACI NG
S-COMB-4: TYPE B & C CURB RAMP
SULPHUR SPRI NG ROAD
TU SCA N
RAMP
( SHEET 11 OF 18)
FENCE
C
RAMP
LANDSCAPE AREA
PAVEMENT
(U.I.P.)
V A LLEY
( U . I . P. )
CONCRETE
(U.I.P.)
CT.
te ce i e S an l t ng s i a D ri T
WROUG HT I RON
WATER VALVES
TRA N SPO RTA TIO N
LANDSCAPE AREA
( 636) 519. 0990 - LI C.NO.2002006608
TREE
(U.I.P.)
PU BLIC W O RK S
.C .S T
(U.I.P.)
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
TREE LINE
NOT FOR
UTILITY POLE
CONSTRUCTI ON
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
SULPHUR SPRI NG RD.
DESIGNED:
B.KNIGHT DRAWN:
B.KNIGHT 0
5
10
15
CHECKED:
A. SCHUMANN SHEET SEQUENCE: SCALE IN FEET SCALE: 1" = 5'
34 OF 52
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) EX I ST .R O W
MANHOLE 23R3-244D
RAMP
(U.I.P.)
E-W GATEWAY TIP NO.
7124D-22
41
MSD:
SP R IN G
E HOL D MAN 244 3 23R
MSD BASE MAP:
23R, 24R
CT.
RCP 5" 1
SIGN
BY
(U.I.P.)
REVI SI ONS
1 2" RCP
DESCRI PTI ON
40
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
COUNTY PROJECT NO.
APP.
W O R . T I S E X
PAVEMENT
CP " R 48
RAMP T. S. C. L.
ASPHALT
24" RC P
SU L P H U R
D-PERP-4: TYPE B CURB RAMP DUAL PERPENDICULAR
REV.DATE
CURB INLET 23R3-214D
(U.I.P.)
V C P
PRELI MI NARY
P VC
(A.T.G.) MANHOLE 23R3-095S
SULPHUR SPRING RD. AND SULPHUR SPRING CT./WINDINGPATH LN.
NOT FOR
"
8" 1
CONSTRUCTI ON
8
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
DOUBLE CURB INLET 23R3-182D (U.I.P.)
DETAIL Z DATE:
C R 4
P
" 8 " 8 4
(U.I.P.)
P C R
GAS VALVE
SULPHUR SPRI NG RD.
UTILITY POLE
( 636) 519. 0990 - LI C.NO.2002006608
CP 12" R
24
"
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
VC
P
2/1/2023
SIGN
(U.I.P.) SIGN
42
.C .S . .L
E. S. P.
T
CONCRETE PAVEMENT
(U.I.P.)
10
SCALE IN FEET SCALE: 1" = 5'
15
EXI ST.RO W
N 5
" 6 3
RAMP
54" RC P
0
P C R
DI VERGENT
W IN D IN G P A T H
DPERP4: TYPE B CURB RAMP DUAL PERPENDI CUL AR
43
P VC
(U.I.P.) MANHOLE
W RO . ST I EX
23R3-096S
( SHEET 12 OF 18)
(T.B.R&R.)
RAMP
8"
CURB RAM P SHEET
SIGN
SCOMB3: TYPE B CURB RAMP SI NGL E COMPOUND, NONPERPENDI CUL AR
RESURFACI NG
LN .
(U.I.P.)
SULPHUR SPRI NG ROAD
TRAFFIC PULLBOX
C om m o n G rou nd & Esm t. PB 3 59 Pg 2 52
Perm an ent Dra i nage Es St.Loui m t to s C o.D B 13368 Pg 1673 (to eas tl i ne Lot 30)
(U.I.P.)
PU BLIC W O RK S
TRA N SPO RTA TIO N
(U.I.P.)
(U.I.P.)
DESIGNED:
MANHOLE 23R3-169D
(U.I.P.) SIGN
(U.I.P.)
B.KNIGHT 42 "
MANHOL E 23R31 70D
RC P
DRAWN:
B.KNIGHT RCP 42"
CHECKED:
A. SCHUMANN SHEET SEQUENCE: CP "V 21
UTILITY POLE
(U.I.P.) CONCRETE
(U.I.P.)
35 OF 52
8" VCP
COUNTY PROJECT NO.
SULPHUR SPRING RD. AND NANDALE DR.
SULPHUR SPRI NG RD.
AR-1826
SULPHUR SPRING RD. AND
FEDERAL PROJECT NO.
8" VCP
MANHOLE 23R3-017S
DETAIL AA
(A.T.G.)
STP-9901(659)
JOYCE ANN DR.
E-W GATEWAY TIP NO.
7124D-22
WEST
MSD:
UTILITY POLE
(U.I.P.)
DETAIL AB
(A.T.G.)
36" RCP
MSD BASE MAP:
23R, 24R
WATER VALVE
S-COMB-4: TYPE B &C CURB RAMP
(U.I.P.)
RAMP
TREE
(U.I.P.)
46
BY REV.DATE
(U.I.P.)
(U.I.P.)
SHRUB
TREE
CONCRETE DRIVEWAY
(U.I.P.)
(U.I.P.)
CURB INLET 23R3-196D
Es mt .t o St .L ou i s Cou n t y
S-COMB-3:
CONCRETE
(U.I.P.)
Wa t e rCo.DB 8283 Pg 1 700
TYPE B CURB RAMP SINGLE COMPOUND, NON-PERPENDICULAR DIVERGENT
DRIVEWAY
(U.I.P.)
MAILBOX
CO NC RETE
PAVEMENT
45
(T.B.R.&R.)
12" RC P
15" RCP
CONCRETE
RAMP
N DATE:
2/1/2023
12" RC P
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
SULPHUR SPRI NG RD.
SULPHUR SPRI NG RD.
DOUBLE CURB INLET 23R3-191D (U.I.P.)
30" RCP SIGN
30" RCP
TRA N SPO RTA TIO N
(U.I.P.) 24" RCP
MANHOLE 23R3-192D
(A.T.G.)
P. S. E.
EXI ST.ROW
ASPHALT PAVEMENT
S I X E R O W SIGN
(U.I.P.)
T. S. C. L .
RAMP RAMP
DR.
47
Es mt .t o St .L ou i s Cou n t y Wa t e r Co.DB 8262 Pg 453
S-PERP-4:
48
SULPHUR SPRING RD. AND
St .L ou i s Co. DB 1 1 238 Pg 1 742
DUAL PERPENDICULAR
1 0' W
Es mt .t o St .L ou i s Cou n t y Wa t e r Co.DB 8265 Pg 1 051
(U.I.P.) WATER VALVE
(U.I.P.)
DRAWN: ( U. I . P. )
FIRE HYDRANT
MO DULAR BL OC K RETAI NI NG W ALL
JO Y CE
B.KNIGHT
B.KNIGHT 0
5
10
15
CHECKED:
N
DETAIL AC
(U.I.P.)
TYPE B CURB RAMP
DESIGNED:
JOYCE ANN DR. EAST
SHRUBS
D-PERP-4:
ANN
TYPE B CURB RAMP SINGLE PERPENDICULAR
15" RC P
1 0' W
( SHEET 13 OF 18)
. T 1 0' Roa d wa y Ma i n t .& Ut i l i t y Es mt . De d i c a t e dt o Pu b l i c Us e PB 1 59 Pg 88
CURB RAM P SHEET
P. S. E.
RESURFACI NG
T. S. C. L .
SULPHUR SPRI NG ROAD
1 0' Roa d wa y Ma i n t .& Ut i l i t y Es mt . De d i c a t e dt o Pu b l i c Us e PB 1 59 Pg 88
PU BLIC W O RK S
W ALK ( U. I .
P. )
SINGLE PERPENDICULAR
18" VCP
( 636) 519. 0990 - LI C.NO.2002006608
FIRE HYDRANT
NOT FOR
S-PERP-4: TYPE B CURB RAMP
(U.I.P.)
PRELI MI NARY
44
MANHOL E 23R3093S
1 0' W Es mt .t o S. W. B. T. Co.DB 1 1 049 Pg 1 364
RO W
OW
RAMP
EXI ST.ROW (U.I.P.)
T. S. C. L .
EXI ST.
.R ST I EX
1 0' W Es mt .t o S. W. B. T. Co.DB 1 1 049 Pg 1 368
(U.I.P.)
(U.I.P.)
N A N D A LE
8" VCP
Pg 459
DRI VEWAY
CONSTRUCTI ON
DR.
20' W Es mt .t o St .L ou i s Cou n t y Wa t e rCo.DB 8262
CONCRETE WATER VALVE
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
P. S. E.
T. S. C. L .
REVI SI ONS
N
SINGLE COMPOUND
APP.
MANHOLE 23R3-202D
DESCRI PTI ON
30" RCP
A. SCHUMANN SHEET SEQUENCE:
SCALE IN FEET SCALE: 1" = 5'
36 OF 52
COUNTY PROJECT NO.
AR-1826
SULPHUR SPRING RD. AND
FEDERAL PROJECT NO.
STP-9901(659)
N
COVENTRY LN.
TRAFFIC SIGNAL CONTROL BOX
E-W GATEWAY TIP NO.
7124D-22
SIGN
(U.I.P.)
MSD:
D-PERP-4: TYPE B CURB RAMP
LN .
(U.I.P.)
50
49
SCALE: 1" = 5'
P .S .T . .E
TRAFFIC SIGNAL
SCALE IN FEET
REVI SI ONS
RAMP
15
10
TRAFFIC SIGNAL
(U.I.P.)
(U.I.P.)
TRAFFIC PULLBOX
BY
TRAFFIC PULLBOX
5
RAMP
COV EN TR Y
REV.DATE
(U.I.P.)
ST.ROW EXI
EXIST. ROW
5'W dedicated to Public Use PB 74 Pg 7 5'W dedicated to Public
(A.T.G.)
Use PB 74 Pg 7
MANHOLE 23R3-092S
18" VCP
CONCRETE
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
BLENDED TRANSITION
23R, 24R
0
(U.I.P.)
BT-1: TYPE E CURB RAMP
MSD BASE MAP:
DUAL PERPENDICULAR
GAS VALVE
DESCRI PTI ON
DETAIL AD
APP.
(T.B.R.&R.)
PAVEMENT
(U.I.P.) 18" VCP
(U.I.P.)
R C
P
purposes DB 3675 Pg 16
NOT FOR
DOUBLE CURB INLET 23R3-200D
CONSTRUCTI ON
Esmt. for Sanitary Sewer
PRELI MI NARY
18" VCP
DATE:
"
SULPHUR SPRING RD. AND CONNIE LN.
NG RD. SULPHUR SPRI
DOUBLE CURB INLET 23R3-188D (U.I.P.)
R
C
P 12
"
(A.T.G.) MANHOLE 23R-189D GAS VALVE
(A.T.G.) 24" RCP
21" RCP
TRA N SPO RTA TIO N
24" RCP
CONCRETE PAVEMENT
EXIST. ROW
EXIST. ROW
(U.I.P.)
(U.I.P.)
(U.I.P.)
(U.I.P.)
10' Roadway Maint. & Utility Esmt. Dedicated to Public Use PB 159 Pg 88
Esmt. to St. Louis County Water Co. DB 8265 Pg 1049
RAMP 51
P . T . S . E.
52
(U.I.P.)
(A.T.G.)
10'W Esmt. to St. Louis County Water Co. DB 8269 Pg 451
D-PERP-4: TYPE B CURB RAMP DUAL PERPENDICULAR
WATER VALVE
TREE
(U.I.P.)
DESIGNED:
B.KNIGHT DRAWN:
B.KNIGHT
S-PAR-2: TYPE C CURB RAMP
N
s Co. i ou .L St 443 1Pg 1 31 1 DB 1
CHECKED:
A. SCHUMANN SHEET SEQUENCE:
S-COMB-4: TYPE B & C CURB RAMP
RAMP
P
(U.I.P.)
. E . S . T . P
12" R C
TRAFFIC PULLBOX
CON N IE
LN .
10' Roadway Maint. & Utility Esmt. Dedicated to Public Use PB 159 Pg 88
CURB RAM P SHEET
TRAFFIC SIGNAL
TRAFFIC PULLBOX
RESURFACI NG
(U.I.P.)
UTILITY POLE
SULPHUR SPRI NG ROAD
TRAFFIC SIGNAL
GAS VALVE
( SHEET 14 OF 18)
DETAIL AE
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
12
2/1/2023
PU BLIC W O RK S
NG RD. SULPHUR SPRI
SIGN
(U.I.P.)
37 OF 52
COUNTY PROJECT NO.
TYPE B & C CURB RAMP
S-COMB-4: TYPE B & C CURB RAMP
SINGLE COMPOUND
SINGLE COMPOUND
S-COMB-4:
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
RAMP
RAMP
LANDSCAPE AREA (U.I.P.)
SHRUB LINE
E-W GATEWAY TIP NO.
7124D-22
(U.I.P.)
54
53
MSD:
TRAFFIC SIGNAL
MSD BASE MAP:
23R, 24R
(U.I.P.)
T.S.C.L. BRUSH LINE
P.T.S.E
TRAFFIC PULLBOX
ST.ROW EXI
WATER VALVE
18" VCP
(A.T.G.)
DOUBLE CURB INLET 23R2-099D (U.I.P.)
MANHOLE 23R3-088S
(U.I.P.)
12" RC P
NG RD. SULPHUR SPRI
N
V
C
P
ASPHALT
0
PAVEMENT
5
PRELI MI NARY
8 "
15
10
SCALE IN FEET
NOT FOR
18" VCP
REV.DATE
18" VCP
BY
TRAFFIC PULLBOX
CONCRETE WALK
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
(U.I.P.)
REVI SI ONS
(U.I.P.)
CONSTRUCTI ON
(A.T.G.)
SIGNAL
APP.
(U.I.P.)TRAFFIC
5'W P.T.S.E DB 13368 Pg 1673
P.T.S.E.
DESCRI PTI ON
(U.I.P.)
SCALE: 1" = 5'
SULPHUR SPRING RD. AND ST. JOESPH LN.
DATE:
DETAIL AF (A.T.G.) MANHOLE 23R2-089S
8" VCP
(A.T.G.) MANHOLE 23R2-097D
ELECTRIC (U.I.P.) METER
1 8" RCP
UTILITY POLE
8" RCP 1
(U.I.P.)
CONCRETE PAVEMENT
(U.I.P.)
EXIST. ROW 10'W Esmt. to U.E. Co. DB 11876 Pg 1078 CLEANOUT (U.I.P.)
CONCRETE GUTTER
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
(U.I.P.)
Permanent Footing Esmt. DB 11338 Pg 1103
T.S.C.L.
W O R . T S I X GUY WIRES E
TRAFFIC SIGNAL
D-PERP-4: TYPE B CURB RAMP DUAL PERPENDICULAR 15" RC P
(U.I.P.) CURB INLET 23R3-184D
DESIGNED:
B.KNIGHT
TRAFFIC PULLBOX
DRAWN:
(U.I.P.)
LANDSCAPE AREA (U.I.P.)
1 2" RCP CURB INLET 23R2-096D
(U.I.P.)
RAMP
B.KNIGHT CHECKED:
A. SCHUMANN
56 465
55
WATER VALVE
Pe r ma n e n tRoa d wa yI mp r ov e me n t , Ma i n t e n a n c e ,& Ut i l i t y Es mt .t o St .L ou i s Co.DB 1 1 338 Pg 1 1 03
(U.I.P.)
Co.DB 4262 Pg
RAMP
(U.I.P.)
Perpetuel Roadway Maintenance, Improvement & Utility Esmt. to St. Louis Co. DB 6843 Pg 2481
Uni on El ectri c
30'W Esmt. to St. Louis County Water Co. DB 8262 Pg 457
Perm. Roadway Improvement, Maintenance & Utility Esmt. to St. Louis County DB 11314 Pg 9
(U.I.P.)
UTILITY POLE
Esm t.to
(U.I.P.)
25' W
(U.I.P.)
. )
(U.I.P.) WATER VALVE
AREA INLET 23R2-100D
(U.I.P.)
MO DU RET LAR BLO AI NI CK NG WA ( U. LL I . P
TRAFFIC SIGNAL
ST.JOSEP H
LN .
(U.I.P.)
FIRE HYDRANT
(U.I.P.)
CURB RAM P SHEET
(U.I.P.) TELEPHONE MANHOLE
RESURFACI NG
T
P RC
PULLBOX
SULPHUR SPRI NG ROAD
15"
12" RCP
1 2" R CP
( SHEET 15 OF 18)
(A.T.G.)
PU BLIC W O RK S
TRA N SPO RTA TIO N
DOUBLE CURB INLET 23R2-098D (U.I.P.)
MANHOLE 23R3-186D
(A.T.G.) TRAFFIC
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
SHEET SEQUENCE:
BT-1: TYPE E CURB RAMP BLENDED TRANSITION
38 OF 52
DR.
5
15
10
FEDERAL PROJECT NO.
STP-9901(659) SCALE IN FEET
E-W GATEWAY TIP NO.
7124D-22
SCALE: 1" = 5'
SPERP4: TYPE B CURB RAMP SI NGL E PERPENDI CUL AR
MSD:
MSD BASE MAP:
23R, 24R
RAMP
TREE
(U.I.P.)
58 (U.I.P.) CLEANOUT
(U.I.P.) CLEANOUT
T S I X E W
T.S.C.L.
P 6" RC
O R
SIGN
CONCRETE
( U. I . P. )
.
T.S.C.L.
VEW AY DRI
ASPHALT PAVEMENT
REVI SI ONS
TREE
(U.I.P.)
BY
(U.I.P.)
DESCRI PTI ON
TREE
(U.I.P.)
APP.
OW T. R EX I S
57
0
ST .LA W R E N CE
VALVE
(U.I.P.)
RAMP
AR-1826
N
GAS
SPERP4: TYPE B CURB RAMP SI NGL E PERPENDI CUL AR
COUNTY PROJECT NO.
TREE LINE
REV.DATE
(U.I.P.)
DOUBLE CURB INLET 24R3-109D
(A.T.G.) MANHOLE 23R2-193S
12" RCP 12" RCP
NG RD. SULPHUR SPRI
SULPHUR SPRING RD. AND ST. LAWRENCE DR.
NOT FOR
15" VCP
23R3-106D
CONSTRUCTI ON
(U.I.P.)
MANHOLE
PRELI MI NARY
(A.T.G.)
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
8" VCP 1
DETAIL AG DATE:
CONCRETE DRIVEWAY TO BE REMOVED AND REPLACED TO NEAREST JOINT
T.S.C.L.
S-PERP-4:
RAMP
TYPE B CURB RAMP
60
SINGLE PERPENDICULAR
X E T S I . O R
CONCRETE DRIVEWAY
(U.I.P.)
ST.ROW EXI CONCRETE PAVEMENT
1 2" RCP
(U.I.P.)
WATER VALVE
K CONCRETE WAL
(U.I.P.)
(U.I.P.)
( SHEET 16 OF 18)
BOLLARDS (U.I.P.)
RESURFACI NG
T.S.C.L.
CURB RAM P SHEET
W
TREE
(U.I.P.)
SULPHUR SPRI NG ROAD
VEW AY DRI
CONCRETE
) &R. R. B. T. (
SIGN
(U.I.P.) YARD LAMP
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
DETAIL AH
PU BLIC W O RK S
HILLCREST BLVD.
TRA N SPO RTA TIO N
(U.I.P.)
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
SULPHUR SPRING RD. AND
H ILL CR E ST
59
MODULAR BLOCK RETAINING WALLS
CONCRETE
N RAMP
) ( U. I . P.
SPERP4: TYPE B CURB RAMP SI NGL E PERPENDI CUL AR
VEW AY DRI
B LV D .
2/1/2023
DESIGNED:
B.KNIGHT DRAWN:
1 5" VCP
B.KNIGHT 8" VCP
CHECKED:
MANHOLE
A. SCHUMANN
23R2-227S
(A.T.G.)
SHEET SEQUENCE:
NG RD. SULPHUR SPRI
39 OF 52
COUNTY PROJECT NO.
NG RD. SULPHUR SPRI
SULPHUR SPRING RD. AND OLD SULPHUR SPRING RD.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
DETAIL AI RD.
E-W GATEWAY TIP NO.
7124D-22
SP R IN G
12" RCP
(A.T.G.)
s Co. i ou .L o St .t mt Es l l g Wa n i n i a t m.Re r Pe 4 Pg 4 31 1 DB 1
12" RCP
OLD
CONCRETE GUTTER
CURB INLET 23R2-118D
(U.I.P.)
(U.I.P.)
UTILITY POLE
(U.I.P.)
GUY WIRE
W 20'
(U.I.P.)
W 20'
REVI SI ONS
W O R . y t n s Cou i ou .L St 4 Pg 4 31 1 DB 1
W 8'
BY
(U.I.P.)
4: PERPSTYPE B CURB RAMP AR CUL E PERPENDI NGL SI
SIGN (U.I.P.)
REV.DATE
GUY WIRE
L NG WAL NI CONCRETE RETAI (U.I.P.) NUM FENCE UMI TH AL TOPPED WI
DESCRI PTI ON
MANHOLE 23R2-117D
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
61
K(U.I.P.) CONCRETE WAL
T
y t n s Cou i ou .L St 358 Pg 1 DB 1 937
23R, 24R
(A.T.G.)
APP.
PULLBOX
E X I S
RAMP
MSD BASE MAP: TRAFFIC
SU LP H U R
EX I ST .R OW
MSD: UTILITY POLE (U.I.P.)
rCo. e t y Wa t n s Cou i ou .L o St .t mt Es 724 DB 8283 Pg 1
722 rCo.DB 8283 Pg 1 e t y Wa t n .Cou o St .t mt Es ET (U.I.P.) NL STREET I
4: PERPS-
RAMP
TYPE B CURB RAMP AR CUL E PERPENDI NGL SI
62 WATER VALVE
N
WATER VALVE
UTILITY POLE
(U.I.P.)
(U.I.P.)
NOT FOR
T.Co. B. W. o S. .t mt Es 2042 Pg 778 DB 1
s i ou .L o St .t mt W Es 0' 1 2403 rCo.DB 1 e t y Wa t n Cou Pg 623
CONSTRUCTI ON
PRELI MI NARY
(U.I.P.)
DATE:
64
TRA N SPO RTA TIO N
RAMP
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
MODULAR BLOCK (U.I.P.) RETAINING WALL
1 2"
. L C. S. T. CONCRETE
RC P
PAVEMENT
(U.I.P.)
y t n s Cou i ou .L St 1Pg 2461 DB 731
RCP 2" 1
AREA INLET 23R2-120D
(U.I.P.)
( 636) 519. 0990 - LI C.NO.2002006608
( SHEET 17 OF 18)
(U.I.P.)
(U.I.P.)
CURB RAM P SHEET
EXIST. ROW
MANHOLE 23R2-122D
RESURFACI NG
SIGN
(U.I.P.) STEPS WITH ALUMINUM HAND RAILS
SULPHUR SPRI NG ROAD
A V E. OR CH A R D
W EX I ST .R O
MODULAR BLOCK ) P. . I U. ( RETAI NI NG W ALL
) P. . I U. (
STREET I NL ET (U.I.P.)
RAMP 63
15
10
SCALE: 1" = 5'
RC P 12"
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
5
SCALE IN FEET
M ODULAR BLOCK RETAI NI NG W ALL
DETAIL AJ
0
(U.I.P.)
N
ORCHARD AVE.
CURB INLET 23R2-129D
PU BLIC W O RK S
8" VCP
SULPHUR SPRING RD. AND
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
MANHOLE 48S 1 23R2-
(U.I.P.) 1 2" RCP
DESIGNED:
B.KNIGHT DRAWN:
B.KNIGHT CHECKED:
A. SCHUMANN DOUBL E CURB I NL ET 23R2-123D
SHEET SEQUENCE:
(U.I.P.)
CURB INLET 23R2-121D
(U.I.P.)
40 OF 52
NG RD. SULPHUR SPRI 8" VCP
COUNTY PROJECT NO.
8" V
CP
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
N
(U.I.P.)
E-W GATEWAY TIP NO.
WATER VALVE
7124D-22 MSD:
MSD BASE MAP:
23R, 24R TREES (U.I.P.)
S-PERP-4: MANHOLE 23R2-127D
(U.I.P.)
TYPE B CURB RAMP SINGLE PERPENDICULAR
RAMP UTILITY POLE
(U.I.P.)
66
BY
(U.I.P.) WATER VALVE
CP 8" R 1
REV.DATE
SIGN
(U.I.P.)
24" RCP
ASPHALT PAVEMENT
PRELI MI NARY
1 8" RCP
SULPHUR SPRING RD. AND BALLWIN AVE. WEST DETAIL AK
DATE:
SULPHUR SPRING RD. AND
EAST
TRA N SPO RTA TIO N
BALLWIN AVE.
NG RD. SULPHUR SPRI
DETAIL AL
) P. . I . U ( CONCRETE RETAI NI NG WAL L TOPPED WI TH CHAI N L I NK FENCE
RAMP 67
CURB RAM P SHEET
K L
)CONCRETE WA P. . I . U (
RESURFACI NG
SULPHUR SPRI NG ROAD
) P. SIGN ( . I . U
( SHEET 18 OF 18)
8" VC P
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
PU BLIC W O RK S
NG RD. SULPHUR SPRI
NOT FOR
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
(U.I.P.) CURB INLET 23R2-126D
CONSTRUCTI ON
( U. I . P. )
CO N C RE TE DRI V EW AY
(U.I.P.) CLEANOUT
P
W O R . T S I X E
REVI SI ONS
65
18" RC
B A LLW IN
RAMP
DESCRI PTI ON
W
APP.
E X I S T . R O
A V E.
S-PERP-4: TYPE B CURB RAMP SINGLE PERPENDICULAR
CHAIN LINK FENCE
) P. . I . U (
WATER VALVE
RAMP
DESIGNED:
N
) P. . I . U (
3: PERPSTYPE B CURB RAMP E NGL SI AR CUL PERPENDI
68
B.KNIGHT
3: PERPSRAMP B R U TYPE B C AR CUL E PERPENDI NGL SI
YARD LAMP
) P. . I . U (
DRAWN:
B.KNIGHT CHECKED: 0
5
10
15
A. SCHUMANN SHEET SEQUENCE:
SCALE IN FEET ) P. . I . U ( ASPHALT DRIVEWAY
SCALE: 1" = 5'
41OF 52
COUNTY PROJECT NO.
AR-1826
FACILITIES, STRUCTURES AND UTILITIES NOTE:
FEDERAL PROJECT NO.
Existing underground facilities, structures and utilities, SIGNAL CONTROLLER PHASING
STP-9901(659)
if shown on these plans, shall be considered
MOVEMENT
PHASE
approximate only. Verification of the locations of all
E-W GATEWAY TIP NO.
existing facilities, structures and utilities either shown
7124D-22
or not shown on these plans, shall be the
MSD:
responsibility of the Contractor, and shall be verified NB - SULPHUR SPRING ROAD w/ PED. EAST SIDE
prior to any grading, excavation or construction of 2 + PED
MSD BASE MAP:
improvements.
SB - SULPHUR SPRING ROAD
23R, 24R
ADD 1-4c#18(APS), 6
IN EXIST CONDUIT (U.I.P.)
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
Unless noted otherwise, all traffic signal work on this
IN 2" CONDUIT (NEW)
project shall be in accordance with St. Louis County
IN EXIST CONDUIT (U.I.P.)
IN EXIST PULLBOX 3
Standard Drawings - Traffic Signal Details". The
ST. JOSEPHS LN - 20 MPH
Contractor shall have said references on the job site at all times during construction/installation of the signalization equipment.
2-1c#14 w/TUBE JACKET,
IN EXIST PULLBOX 2
Ì
IN EACH OF TWO 1" CONDUITS
The Section 904 specifications in effect for this project will be those available for viewing on the date 1-1c#6(G), 1-2c#18(S), 1-5c#14,
ADD 2-2c#18(S), 1-5c#14,
IN 2" CONDUIT (NEW)
IN EXIST CONDUIT (U.I.P.)
2-1c#14 w/TUBE JACKET,
2-1c#14 w/TUBE JACKET,
IN SAWED SLOT (TYP.)
the signal plans were approved.
CREWS - KRICKHAHN BOUNDARY ADJUSTMENT PLAT PG 1007 353 JACKET, PB 2-1c#14 w/TUBE
IN SAWED SLOT (TYP.)
The Contractor shall be responsible for checking the
Standard Drawings Errata Sheet to ensure their set of drawings is current. The Standard Drawings in effect for this project will be those drawings available for viewing on the date the signal plans were approved.
IN SAWED SLOT (TYP.)
2-1c#14 w/TUBE JACKET, IN 1" CONDUIT
CONCRETE DRIVEWAY
STRIPING NOTE:
WATER METER
CONCRETE DRIVEWAY
The Contractor shall notify the Saint Louis County
TSCL
PTSE TRAFFIC SIGNAL
2
2a
3
TRAFFIC PULLBOX
(Striping Section) at (314) 615-0233, 24 hours in advance of any striping related work. The Contractor
CONCRETE
GUY WIRES
DRIVEWAY
3
CONCRETE WALK
CONCRETE WALK
Department of Transportation's Division of Operations
EX. ROW
j
j
j
WATER VALVE
TRAFFIC PULLBOX
PTSE
TE RE Y NC W A CO V E I DR
EX. ROW
TRAFFIC SIGNAL
shall perform all grinding of existing striping and
installation of temporary striping as required by the
CONCRETE WALK
Eingineer. Permanent striping at the intersection will be
' x6
(SB LOOP FOR CONNIE LN SIGNAL) 6'
83+00
P
61
84+00
18" VCP
R
2
installed by the Saint Louis County Department of
8" VCP 1
Y G
G
WATER VALVE
3a
1-P.B.
85+00
EXIST. 1-7c#14
Transportation.
RC P
SULPHUR SPRING RD MAILBOX
R Y
MAILBOX
12"
1-4c#18(APS), 8 " IN POLE V 295' TO STOP LINE C
R Y G
18" VCP 1-P.B. w /
(30' ARM)
18" VCP
325' TO STOP LINE
86+00
' x6 6'
MAILBOX
61
88+00
NOT FOR
DRILL 1 OPENING,
PRELI MI NARY
SULPHUR SPRING RD - 30 MPH
BY
Construction, "Division 900, Section 904 - St. Louis County Traffic Signals"; and with "St. Louis County
REV.DATE
DRILL 3 OPENINGS,
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
ADD 1-2c#18(S), 1-5c#14,
POSTED SPEED LIMIT
REVI SI ONS
Standard Specifications for Road and Bridge
CONSTRUCTI ON
4 + PED
APP.
w/ PED. NORTH SIDE
DESCRI PTI ON
TRAFFIC SIGNAL PRECONSTRUCTION NOTE: WB - ST. JOSEPHS LANE
R Y G
JUMPER (U.I.P.)
6'X 20'
ASPHALT
6'X 20'
62
PAVEMENT
DATE:
1-P.B.
TRAFFIC PULLBOX
' x6 6'
' x6 6'
EX. ROW
PLACE, UNLESS SPECIFIED OTHERWISE.
42
5
8" VCP
ALL EXISTING CABLES, CONDUITS, AND PULLBOXES ARE USED IN
TRAFFIC PULLBOX
5 41
FIRE HYDRANT
TELEPHONE PEDESTAL
MODULAR BLOCK RETAINING WALL
TRAFFIC SIGNAL CONTROL BOX
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
SEE SHEETS 48 TO 52
IN EXIST CONDUIT (U.I.P.)
IN 2" CONDUIT (NEW)
FOR INTERSECTION ITS
2-1c#14 w/TUBE JACKET, IN 1" CONDUIT
DRILL 3 OPENINGS, IN EXIST PULLBOX 1
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT (NEW)
ADD 2-4c#18(APS),
ADD 2-2c#18(S), 2-F.O.C. (36 FIBERS), IN EXIST CONDUIT (U.I.P.)
INTERCONNECT PLAN ADD 1-4c#18(APS), IN EXIST CONDUIT (U.I.P.)
ADD 2-1c#6(P), IN EXIST CONDUIT (U.I.P.)
DRILL 5 OPENINGS, IN EXIST PULLBOX 4
ADD 2-1c#6(P), 6-2c#18(S), 1-5c#14, 2-F.O.C. (36 FIBERS), IN EXIST CONDUIT (U.I.P.)
N
IN EXIST CONDUIT (U.I.P.)
Ì
ST.JOSEPHS LN
ADD 2-F.O.C. (36 FIBERS),
2-1c#14 w/TUBE JACKET, IN EACH OF FOUR 1" CONDUITS
DESIGNED:
E. NKETAH
2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)
DRAWN:
0
20
40
60
E. NKETAH CHECKED:
D. SHANE SCALE IN FEET SHEET SEQUENCE:
SCALE: 1" = 20'
42 OF 52
SI GNAL PLN.( SHEET 1 OF 1)
6'X 20'
4
1 2" RCP
PU BLIC W O RK S
WATER VALVE
GUY WIRES
ADD 1-P.B. w/ 1-4c#18(APS), UTILITY POLE IN POLE
ST.JOSEPHS LN.
CHAIN LINK FENCE
15" RC P
WATER VALVE
6'X 20'
1
j
FIRE HYDRANT
GUY WIRES
1-P.B . TRAFFIC SIGNAL
SULPHUR SPRI NG RD AT
R
j
TSCL
EXISTING LEAD-IN CABLES AS DIRECTED BY THE ENGINEER.
CONCRETE WALK
St .L ou i s Cou n t y 4 TRAFFIC SIGNAL DB 1 1 338 Pg 1 1 03
EX. ROW
DETECTOR LOOP LEADS TO
( 636) 519. 0990 - LI C.NO.2002006608
T
PAVEMENT
UTILITY POLE UTILITY POLE
1b
P
DRIVEWAY
j
CONCRETE
1
CONCRETE
RC
CONCRETE WALK
Y
8" RCP 1-P.B. 1 8" RCP 1
G
St. Louis County DB 11314 Pg 9
R
21" RCP
15"
10' Widening Dedicated to Public Use PB 159 Pg 88
Y
UTILITY POLE
G
1 8" RCP
DETECTOR LOOPS, SPLICE NEW 5
TRA N SPO RTA TIO N
COVENTRY LN / CONNIE LN
4a
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
TELEPHONE MANHOLE
TRAFFIC 1a PULLBOX
RESURFACI NG
400' TO
ELECTRIC METER
SULPHUR SPRI NG ROAD
MAILBOX
2/1/2023
WHERE REPLACING EXISTING R Y G
10' Widening Dedicated to Public Use PB 111 Pg 1
(24' ARM)
10' Widening Dedicated to Public Use PB 105 Pg 95
DESIGNED:
E. NKETAH
DRAWN:
E. NKETAH
CHECKED:
D. SHANE
SHEET SEQUENCE:
43 OF 52
PU BLIC W O RK S
SULPHUR SPRI NG RD AT ST.JOSEPHS LN. SI GNAL QTY.( SHEET 1 OF 1)
TRA N SPO RTA TIO N
RESURFACI NG
SULPHUR SPRI NG ROAD
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
CONSTRUCTI ON
NOT FOR
PRELI MI NARY
BY
APP.
DESCRI PTI ON
REVI SI ONS
INTENTIONALLY LEFT BLANK
REV.DATE
SIGNAL QUANTITIES SHEET
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
COUNTY PROJECT NO.
AR-1826
FEDERAL PROJECT NO.
STP-9901(659)
E-W GATEWAY TIP NO.
7124D-22
MSD:
MSD BASE MAP:
23R, 24R
DATE:
2/1/2023
COUNTY PROJECT NO.
AR-1826
FACILITIES, STRUCTURES AND UTILITIES NOTE:
FEDERAL PROJECT NO.
Existing underground facilities, structures and utilities, SIGNAL CONTROLLER PHASING
2-1c#14 w/TUBE JACKET,
IN EXIST CONDUIT (U.I.P.)
prior to any grading, excavation or construction of
ADD 2-1c#6(P), 5-2c#18(S),
IN EXIST PULLBOX 1
Contractor shall have said references on the job site
IN 2" CONDUIT (NEW)
The Section 904 specifications in effect for this project will be those available for viewing on the date
2-1c#14 w/TUBE JACKET,
the signal plans were approved.
IN EACH OF TWO 1" CONDUITS
The Contractor shall be responsible for checking the ADD 2-4c#18(APS),
of drawings is current. The Standard Drawings in
IN SAWED SLOT (TYP.)
effect for this project will be those drawings available for viewing on the date the signal plans were approved.
5 81
82
SIGN POLYVINYL PRIVACY FENCE
5
' x6 6'
DRIVEWAY
4
IN POLE
CONCRETE
R Y
PAVEMENT
SULPHUR SPRING RD
4,000' TO
MAILBOX
MAILBOX
WREN AVE
79+00
DOUBLE CURB INLET 23R3-200D
G
EXIST. 1-7c#14 JUMPER (U.I.P.)
80+00
" 12
R Y G TRAFFIC PULLBOX
3
41
TRAFFIC PULLBOX
EX. ROW
2 WATER VALVE
' x6 6'
12
CONCRETE WALK
DIRECTED BY THE ENGINEER.
2
j
j
Ì
' x6 6'
EXISTING LEAD-IN CABLES AS
10' Widening Dedicated to Public Use PB 159 Pg 88
ALL EXISTING CABLES, CONDUITS, AND PULLBOXES ARE USED IN PLACE, UNLESS SPECIFIED
P
3b
DETECTOR LOOP LEADS TO
PTSE
2b
12" R C
8
LO T
7
DRIVEWAY
LOT
6
R
5
Y
LOT
G
3
TRAFFIC SIGNAL GUY WIRES
CONC RETE W ALK
LOT
R Y G
Y
1-P.B.
6'X 20'
CONCRETE
1-P.B.
TRAFFIC SIGNAL
6'X 20'
EX. ROW
St. Louis Co. DB 11221 Pg 78
ST. JOSEPHS LN UTILITY POLE
DOUBLE CURB INLET 23R3-188D
2a 24" RCP
DETECTOR LOOPS, SPLICE NEW
400' TO
10' Widening Dedicated to Public Use PB 111 Pg 1
j
PTSE
DRIVEWAY
300' TO STOP LINE UTILITY (NB LOOP FOR ST. JOSEPHS LN SIGNAL) POLE
j
5
R
TRAFFIC PULLBOX
GAS VALVE
' x6 6'
1-P.B.
PAVEMENT
UTILITY POLE
CONCRETE
21
OTHERWISE.
SIGN
ADD 2-F.O.C. (36 FIBERS),
IN 1" CONDUIT
IN EXIST CONDUIT (U.I.P.)
IN EXIST CONDUIT (U.I.P.)
2-1c#14 w/TUBE JACKET,
ADD 2-1c#6(P),
SEE SHEETS 48 TO 52
IN EXIST CONDUIT (U.I.P.)
FOR INTERSECTION ITS
ADD 2-4c#18(APS), IN EXIST CONDUIT (U.I.P.)
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT (NEW)
2-1c#14 w/TUBE JACKET, IN EACH OF TWO 1" CONDUITS
DRILL 4 OPENINGS,
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT (NEW) LOT 9
INTERCONNECT PLAN 2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)
ADD 2-4c#18(APS), IN EXIST CONDUIT (U.I.P.)
2-1c#14 w/TUBE JACKET, IN 1" CONDUIT
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT (NEW)
N
IN EXIST PULLBOX 3
ADD 2-F.O.C. (36 FIBERS),
CONNI E LN
2-1c#14 w/TUBE JACKET,
IN SAWED SLOT (TYP.)
2/1/2023
WHERE REPLACING EXISTING
JUMPER (U.I.P.)
CONCRETE j
j
UTILITY POLE
GAS 1-P .B. VALVE
CONCRETE WALK
j
CONCRETE WALK
11
EXIST. 1-7c#14
MANHOLE 23R-189D
Y
SIGN
3a
G
10' Widening Dedicated to Public Use PB 111 Pg 1
10' Widening Dedicated to Public Use PB 159 Pg 88
24" RCP
6'X 20'
6'X 20'
DATE:
G
DOUBLE CURB INLET 23R3-191D
ASPHALT PAVEMENT
R Y G
5' Widening Dedicated to Public Use PB 111 Pg 1
MAILBOX
6'X 20'
82+00
R Y G
' 5' Widening Dedicated to Public Use PB 61 Pg 49 x6 21 310' TO STOP LINE 6'
6'X 20'
R Y G
22
N00°35'45"E 2792.87'
installed by the Saint Louis County Department of Transportation.
R Y 1b G Y G 81+00
Y G
77+00
Eingineer. Permanent striping at the intersection will be
R Y
R Y G
4a
installation of temporary striping as required by the
1a 18" R VCP
Y G
G
shall perform all grinding of existing striping and
5' Wi d e n i n g PB 74 Pg 7
j
CONCRETE WAL K
CONCRETE WAL K
advance of any striping related work. The Contractor
1-4c#18(APS),
j
j
1-P.B.
4b
CURB INLET 23R3-196D
(Striping Section) at (314) 615-0233, 24 hours in
1-P.B. w/
4
1-P.B.
5' Widening PB 74 Pg 7
Department of Transportation's Division of Operations
EX. ROW
SULPHUR SPRI NG ROAD
MANHOLE 23R3-092S
LO T 11 LOT 12
DRIVEWAY
CONCRETE
P
DRIVEWAY
MANHOLE 23R3-194D
The Contractor shall notify the Saint Louis County
TRAFFIC PULLBOX
C
CONCRETE
1
R
CONCRETE
1
DRILL 7 OPENINGS, IN EXIST PULLBOX 2
DESIGNED:
ADD 2-1c#6(P), 4-2c#18(S), 2-F.O.C. (36 FIBERS), IN EXIST CONDUIT (U.I.P.)
E. NKETAH
2-1c#14 w/TUBE JACKET, IN EACH OF FOUR 1" CONDUITS
DRAWN:
0
20
40
60
E. NKETAH CHECKED:
2-1c#14 w/TUBE JACKET,
D. SHANE
IN SAWED SLOT (TYP.) SCALE IN FEET
SHEET SEQUENCE:
SCALE: 1" = 20'
44 OF 52
SI GNAL PLN.( SHEET 1 OF 1)
TRAFFIC SIGNAL
STRIPING NOTE: TRAFFIC SIGNAL
6'X 20'
GUY WIRES
EX. ROW
6'X 20'
UTILITY POLE
' x6 6'
( 636) 519. 0990 - LI C.NO.2002006608
TRAFFIC PULLBOX
PTSE
PU BLIC W O RK S
TRAFFIC SIGNAL CONTROL BOX
COVENTRY LN. / CONNI E LN.
IN EXIST CONDUIT (U.I.P.)
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
IN SAWED SLOT (TYP.)
Standard Drawings Errata Sheet to ensure their set
2-1c#14 w/TUBE JACKET, GAS VALVE
SULPHUR SPRI NG RD AT
2-1c#14 w/TUBE JACKET,
TRA N SPO RTA TIO N
38 LOT
39
38
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
LOT
37
LOT
LN
LOT
signalization equipment.
IN 2" CONDUIT (NEW)
POSTED SPEED LIMIT
CONNIE LN / COVENTRY LN - 20 MPH
at all times during construction/installation of the
1-1c#6(G), 1-2c#18(S), 1-5c#14,
2-F.O.C. (36 FIBERS), IN EXIST CONDUIT (U.I.P.) SULPHUR SPRING RD - 30 MPH
Standard Drawings - Traffic Signal Details". The
NOT FOR
4 + PED
Construction, "Division 900, Section 904 - St. Louis County Traffic Signals"; and with "St. Louis County
DRILL 4 OPENINGS,
CONSTRUCTI ON
IN EXIST PULLBOX 4
WB - CONNIE LANE
Standard Specifications for Road and Bridge
PRELI MI NARY
DRILL 6 OPENINGS,
project shall be in accordance with St. Louis County
RESURFACI NG
8 + PED
Unless noted otherwise, all traffic signal work on this
IN 2" CONDUIT (NEW)
DESCRI PTI ON
EB - COVENTRY LANE
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
REVI SI ONS
2-F.O.C. (36 FIBERS), IN EXIST CONDUIT (U.I.P.)
TRAFFIC SIGNAL PRECONSTRUCTION NOTE:
APP.
ADD 2-1c#6(P), 10-2c#18(S), 1-5c#14,
1
IN EXIST CONDUIT (U.I.P.)
COVENTRY
SB LEFT - SULPHUR SPRING ROAD
23R, 24R
ADD 1-4c#18(APS),
IN EACH OF FOUR 1" CONDUITS
6 + PED
w/ PED. NORTH SIDE
MSD BASE MAP:
BY
SB THRU - SULPHUR SPRING ROAD
w/ PED. SOUTH SIDE
MSD:
improvements. 2-1c#14 w/TUBE JACKET,
WB RIGHT - CONNIE LANE
7124D-22
responsibility of the Contractor, and shall be verified
2 + PED
w/ PED. WEST SIDE
existing facilities, structures and utilities either shown or not shown on these plans, shall be the
ADD 3-2c#18(S), 1-5c#14,
IN SAWED SLOT (TYP.)
NB - SULPHUR SPRING ROAD w/ PED. EAST SIDE
E-W GATEWAY TIP NO.
REV.DATE
PHASE
approximate only. Verification of the locations of all
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
MOVEMENT
STP-9901(659)
if shown on these plans, shall be considered
DESIGNED:
E. NKETAH
DRAWN:
E. NKETAH
CHECKED:
D. SHANE
SHEET SEQUENCE:
45 OF 52
PU BLIC W O RK S
SULPHUR SPRI NG RD AT COVENTRY LN. / CONNI E LN. SI GNAL QTY.( SHEET 1 OF 1)
TRA N SPO RTA TIO N
RESURFACI NG
SULPHUR SPRI NG ROAD
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
CONSTRUCTI ON
NOT FOR
PRELI MI NARY
BY
APP.
DESCRI PTI ON
REVI SI ONS
INTENTIONALLY LEFT BLANK
REV.DATE
SIGNAL QUANTITIES SHEET
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
COUNTY PROJECT NO.
AR-1826
FEDERAL PROJECT NO.
STP-9901(659)
E-W GATEWAY TIP NO.
7124D-22
MSD:
MSD BASE MAP:
23R, 24R
DATE:
2/1/2023
COUNTY PROJECT NO.
AR-1826
FACILITIES, STRUCTURES AND UTILITIES NOTE:
FEDERAL PROJECT NO.
Existing underground facilities, structures and utilities, SIGNAL CONTROLLER PHASING
MOVEMENT
STP-9901(659)
if shown on these plans, shall be considered
PHASE
approximate only. Verification of the locations of all
E-W GATEWAY TIP NO.
existing facilities, structures and utilities either shown
7124D-22
or not shown on these plans, shall be the
MSD:
responsibility of the Contractor, and shall be verified NB - SULPHUR SPRING ROAD w/ PED. EAST SIDE
prior to any grading, excavation or construction of 2 + PED
MSD BASE MAP:
improvements.
23R, 24R
SB - SULPHUR SPRING ROAD 6 ADD 1-4c#18(APS),
IN EXIST CONDUIT (U.I.P.)
IN EXIST CONDUIT (U.I.P.)
Unless noted otherwise, all traffic signal work on this
IN EXIST CONDUIT (U.I.P.)
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
Standard Specifications for Road and Bridge
IN 2" CONDUIT (NEW)
Construction, "Division 900, Section 904 - St. Louis County Traffic Signals"; and with "St. Louis County Standard Drawings - Traffic Signal Details". The
DRILL 1 OPENING, IN EXIST PULLBOX 2
at all times during construction/installation of the
IN EXIST PULLBOX 3
signalization equipment.
WREN AVE - 20 MPH 1-1c#6(G), 1-2c#18(S), 1-5c#14, 3 2 T O T L O L
IN 2" CONDUIT (NEW)
2-1c#14 w/TUBE JACKET,
The Section 904 specifications in effect for this
IN EACH OF TWO 1" CONDUITS
project will be those available for viewing on the date the signal plans were approved.
2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)
2-1c#14 w/TUBE JACKET,
The Contractor shall be responsible for checking the
IN SAWED SLOT (TYP.)
Standard Drawings Errata Sheet to ensure their set of drawings is current. The Standard Drawings in
C ECTRI EL METER
2-1c#14 w/TUBE JACKET,
VACY FENCE WOOD PRI
IN 1" CONDUIT L FENCE NYL RAI YVI POL
EPHONE TEL PEDESTAL
STRIPING NOTE:
UTILITY POLE
TREE
The Contractor shall notify the Saint Louis County
GUY WIRES TRAFFIC SIGNAL
C TRAFFI
8 "
PULLBOX TRAFFIC SIGNAL
V
Department of Transportation's Division of Operations
C
shall perform all grinding of existing striping and
installation of temporary striping as required by the installed by the Saint Louis County Department of
G St. Louis County DB 11718 Pg 1407
1-P.B. w/ 1-4c#18(APS), IN POLE
41+00
40+00 EXIST. 1-7c#14 JUMPER (U.I.P.)
290' TO STOP LINE
8" VCP
' x6 6'
61
8" VCP
44+00
42+00
5D 31 24R2-
R
Y G
3a
R Y G E MANHOL
Transportation.
E MANHOL 0S 01 24R2-
TRAFFIC SIGNAL
11
6'X 20'
Y G
6'X 20'
DATE:
GAS
G G R Y
ET NL E CURB I DOUBL CONCRETE WALK 288D 24R2-
C FIRE HYDRANT
1
GUY WIRES
C TRAFFI
UTILITY POLE
6'X 20'
j
j
1
ET NL E CURB I DOUBL 289D 24R2-
7 WATER VALVE
4b
j
IN EXIST CONDUIT (U.I.P.)
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
5 SIGN
IN 2" CONDUIT (NEW)
2-1c#14 w/TUBE JACKET, IN SAWED SLOT (TYP.)
C O NC R ETE W ALK
P 12" RC
11619 Pg 1524
(U.I.P.)
C TRAFFI SIGNAL CONTROL
PULLBOX
ADD 2-F.O.C. (36 FIBERS), SIGN
SEE SHEETS 48 TO 52
IN EXIST CONDUIT (U.I.P.) FOR INTERSECTION ITS INTERCONNECT PLAN ADD 2-4c#18(APS), IN EXIST CONDUIT (U.I.P.)
ADD 5-1c#18(S), 1-5c#14, 2-F.O.C. (36 FIBERS), NK FENCE I N L CHAI
IN EXIST CONDUIT (U.I.P.)
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS), IN 2" CONDUIT (NEW)
DRILL 4 OPENINGS, IN EXIST PULLBOX 4
N
St.Loui s County DB
(36 FIBERS), IN EXIST CONDUIT
OTHERWISE.
j
ADD 2-2c#18(S), 2-F.O.C.
W REN AVE
DRILL 2 OPENINGS, IN EXIST PULLBOX 1
6768 Pg 1166
IN 2" CONDUIT (NEW)
to St.Loui s County DB
IN 1" CONDUIT
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
20' W
2-1c#14 w/TUBE JACKET,
IN EXIST CONDUIT (U.I.P.)
PLACE, UNLESS SPECIFIED
BOX
ALK ETE W C O NC R
IN SAWED SLOT (TYP.)
AND PULLBOXES ARE USED IN
C TRAFFI
41
ADD 2-4c#18(APS),
WATER METER
5 5
2-1c#14 w/TUBE JACKET,
ALL EXISTING CABLES, CONDUITS,
LANDSCAPE AREA
Ì
6'X 20'
Ì
VEWAY DRI
PULLBOX
TREE
ADD 2-F.O.C. (36 FIBERS),
ET NL AREA I 3D 31 24R2-
C TRAFFI PULLBOX
C TRAFFI
PULLBOX
TREE
DIRECTED BY THE ENGINEER.
15'W Dedecated to Public Use PB 150 Pg 45
CONCRETE
TRAFFIC SIGNAL
7 T LO 6 T LO
WATER VALVE
R
4
"
1a
VEWAY DRI
S00°41'00"W 524.76'
VACY FENCE WOOD PRI
SIGN CONCRETE WALK
1-P.B.
12
CONCRETE
WATER METER
4
12" RCP
j
EPHONE TEL PEDESTAL
COVERED E MANHOL 5D 31 24R2-
EXISTING LEAD-IN CABLES AS
15" RCP
2" RCP 1
1-P.B. P
TREE
DETECTOR LOOP LEADS TO
UTILITY POLE
PU BLIC W O RK S
1-P.B.
DETECTOR LOOPS, SPLICE NEW
MAILBOX
LOT 1 LOT 2
1 2" RCP
COVENTRY MAILBOX LN / CONNIE LN
R Y G
C TRAFFI
WATER VALVE
E MANHOL 287D 24R2-
4a
Y
UTILITY POLE
2/1/2023 16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
SULPHUR SPRING RD
4,000' TO
MAILBOX
PULLBOX
TREE
TRAFFIC SIGNAL
PAVEMENT
R Y G
' x6 295' TO STOP LINE GAS 6' UTILITY POLE VALVE
6SIGN21
T ASPHAL
WHERE REPLACING EXISTING
SULPHUR SPRI NG ROAD
VALVE
W REN AVE.
1 0' Wi d e n i n g De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 1 24 Pg 36
38+00
Eingineer. Permanent striping at the intersection will be
R Y
SULPHUR SPRI NG RD AT
' 0 ' .0 0 7 0 4 0. 3 = L = R
T Co N E M E V A P S t . L o u i s u n t y DB 1 1 797 Pg 2523
1 0' Wi d e n i n g De d i c a t e dt o St .L ou i s Cou n t y f orPu b l i c Us e PB 1 20 Pg 52
CONCRETE WALK
K CONCRETE WAL
2-1c#14 w/TUBE JACKET, IN EACH OF TWO 1" CONDUITS Ì
L OT 2 L OT 1
DESIGNED:
1-1c#6(G), 1-2c#18(S), 1-4c#18(APS),
E. NKETAH
IN 2" CONDUIT (NEW) DRAWN:
0
20
40
60
E. NKETAH CHECKED:
D. SHANE SCALE IN FEET SHEET SEQUENCE:
SCALE: 1" = 20'
46 OF 52
SI GNAL PLN.( SHEET 1 OF 1)
j
2
T ASPHAL
St .L ou i s Cou n t y DB 1 1 681Pg 1 821
advance of any striping related work. The Contractor
PTSE
PULLBOX
( 636) 519. 0990 - LI C.NO.2002006608
P
C TRAFFI
2a
(Striping Section) at (314) 615-0233, 24 hours in TREE
1-P.B.
NOT FOR
2 SIGN
3
3
R Y G
VACY FENCE NYL PRI YVI POL
CONSTRUCTI ON
j
NK FENCE I N L CHAI
STREET LIGHT
TRA N SPO RTA TIO N
OCK AR BL MODUL L NG WAL NI RETAI
effect for this project will be those drawings available for viewing on the date the signal plans were approved.
PRELI MI NARY
SULPHUR SPRING RD - 30 MPH
Contractor shall have said references on the job site
DRILL 3 OPENINGS,
RESURFACI NG
POSTED SPEED LIMIT
BY
4 + PED
REV.DATE
ADD 1-2c#18(S), 1-5c#14,
w/ PED. NORTH SIDE
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
WB - WREN AVENUE
REVI SI ONS
project shall be in accordance with St. Louis County
DESCRI PTI ON
1
TRAFFIC SIGNAL PRECONSTRUCTION NOTE:
ADD 2-2c#18(S), 1-5c#14,
APP.
SB LEFT - SULPHUR SPRING ROAD
DESIGNED:
E. NKETAH
DRAWN:
E. NKETAH
CHECKED:
D. SHANE
SHEET SEQUENCE:
47 OF 52
PU BLIC W O RK S
SULPHUR SPRI NG RD AT W REN AVE. SI GNAL QTY.( SHEET 1 OF 1)
TRA N SPO RTA TIO N
RESURFACI NG
SULPHUR SPRI NG ROAD
( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
CONSTRUCTI ON
NOT FOR
PRELI MI NARY
BY
APP.
DESCRI PTI ON
REVI SI ONS
INTENTIONALLY LEFT BLANK
REV.DATE
SIGNAL QUANTITIES SHEET
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
COUNTY PROJECT NO.
AR-1826
FEDERAL PROJECT NO.
STP-9901(659)
E-W GATEWAY TIP NO.
7124D-22
MSD:
MSD BASE MAP:
23R, 24R
DATE:
2/1/2023
COUNTY PROJECT NO. j
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) E-W GATEWAY TIP NO.
ASPHALT
WATER VALVE
WATER METER
156 Pg 36
VACY FENCE WOOD PRI
Ì
1 PB
Ì
LOT
VACY FENCE WOOD PRI
ADD 1-F.O.C. (36 FIBERS) Ì
STA XX+XX
STA XX+XX
DESCRI PTI ON APP.
REVI SI ONS
STA XX+XX
Ì
T 2 A P PL TREETO 5 9 PG 9 7 PB 1
PBXX
TER EN LC A I MMERC O P C TREETO OFF XX.XX 9 7 PG 1 5 T 3 PB 3 A PL
BY
LO T 38 LO T 39
Ì
LOT B
TREE
REV.DATE
5 LOT
TELEPHONE PEDESTAL
PAVEMENT
Ì
WATER METER
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
4 LOT
CONCRETE W ALK
3
4
3 LOT
LOT
2 LOT
STA
PULLBOX
FIRE HYDRANT
UTILITY POLE
TRAFFIC PULLBOX
PBXX OFF XX.XX
LOT 2
Ì 39 T 40 LO T LO
Ì LO T LO 37 T 36
JOHANNA PLACE
3
LOT 18
j
LOT 1
Ì
LOT 19
ADJUSTED LOT A
PINE RIDGE ACRES PB 301 PG 35
MAILBOX
31+00
30+00
29+00
28+00
27+00
26+00
3
8 LO T
20'W Dedication for Public Use PB 235 Pg 85
CONCRETE APPROACH MAILBOX
MAILBOX
34+00
33+00
32+00
ASPHALT
RC
12" RCP
1 8' W
24R2-271D
UTILITY POLE
d e d i c a t e dt o St .L ou i s Cou n t y PB 1 81Pg 25
12" RCP
TREE
TREE
24R2-130S
WOOD PRIVACY FENCE
CONTROLLER (EXISTING) - COUNTY
5
PULL BOX (EXISTING) - COUNTY
3
CONTROLLER (NEW) - COUNTY
6
ITS PULL BOX (NEW) - COUNTY
1
2
LOT
SULPHUR CREEK PB 181 PG 25
PB 285 PG 2
2
1 LOT
3
LOT
Ì
Ì
Ì
2
MO DULAR BLOC K NG W ALL NI RETAI
19 Pg 28
LN .
2
LOT
PB 19 Pg 28 6 PB 19 Pg 28
LOT
PULL BOX (EXISTING) - MoDOT
OFF XX.XX
PBXX
STA XX+XX PBXX OFF XX.XX
EX. CONDUIT (UIP)
2
PB 268 PG 17
Ì STA XX+XX
LOT
BOUNDARY ADJUSTMENT PLAT OF LOT 2 SULPHUR SPRING SUBD. & LOT 2 HAUHART HOME PLACE
LEE ESTATES
PB
OFF XX.XX
4
24R2-161S
30' W
PBXX
ITS INTERCONNECT LEGEND CONTROLLER (EXISTING) - MoDOT
TELEPHONE PEDESTAL
SIGN
STA XX+XX
WATER METER
MANHOLE
MANHOLE
SIGN
LOT 2A
1
8" VCP WATER METER
24R2-106S
CA R D IN A L
4
5 LOT
LOT
LOT 1 LOT 2
PB 19 Pg 28 1 PB 19 Pg 28
2
Ì
SHRUB LINE
TREE
8" VCP SHRUB
LOT
Ì
Ì
TREE
DRIVEWAY
TREE
TREE
LOT
Ì
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 249 Pg 63
CONCRETE
WOOD FENCE
TREE
METER
ADD 1-F.O.C. (36 FIBERS)
PEDESTAL
DRIVEWAY
24R2-276D
j
METER
WATER
EX. CONDUIT (UIP)
CONCRETE
CURB INLET
TREE
MANHOLE
WATER
20' W
ELECTRIC
BRUSH LINE 24R2-136S
UTILITY POLE
CONCRETE WALK
TREE
TRAFFIC MANHOLE
MAILBOX
8" VCP
SIGN
PULLBOX
5
TRAFFIC
St. Louis County DB 12460 Pg 1845
ASPHALT PAVEMENT
GUY WIRE CONCRETE WALK
MAILBOX
UTILITY POLE
PULLBOX
UTILITY POLE
LOT
TREE LINE
CURB INLET
j
TRAFFIC PULLBOX
UTILITY POLE
j
TELEPHONE PEDESTAL
SIGN
5
ET NL E CURB I DOUBL 24R3-388D
j
ELECTRIC PEDESTAL
TREES
METER
j
TREES WATER
TREE
St. Louis County DB 12522 pg 489 CONCRETE WALK
RC P
DRIVEWAY
UTILITY POLE
24 "
T AL Y A PH AS EW V I DR
VEW AY DRI
CONCRETE
VALVE
CONCRETE
MAILBOX
ET NL E CURB I DOUBL 24R3-385D CONCRETE WALK
j
j
j
j
WATER
5
VALVE
LOT
TELEPHONE PEDESTAL
APPROACH
SHRUB
METER
SULPHUR SPRING RD.
UTILITY POLE
GAS
St. Louis County DB 11760 pg 1682
CONCRETE
WATER
24R3-147S
UTILITY POLE
MAILBOX
P
VALVE
C
WATER
VALVE
R
WATER
3 6 "
MAILBOX
C O NC RETE DRI V EW AY
St. Louis County DB 11515 pg 1854
8" VCP
MAILBOX
36 "
MANHOLE
UTILITY POLE MAILBOX
8" VCP
P
PAVEMENT
PU BLIC W O RK S
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 31 3 Pg 75
I NTERCONNECT PLAN
26' W
I TS
8" VCP
CONCRETE WALK
24R2-272D
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 1 95 Pg 60
RESURFACI NG
1 5' W
APPROACH
CONCRETE WALK
SULPHUR SPRI NG ROAD
CONCRETE WALK
CONCRETE
ASPHALT DRIVEWAY
24R2-277D
ET NL E CURB I DOUBL
12" RCP
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 301Pg 35
25+00
LOT DRIVEWAY
12" RCP
CURB INLET
j
MANHOLE 24R3-034D
j
26' W
CONCRETE
TREE
DRIVEWAY
ET NL E CURB I DOUBL 24R3-389D
12" RC P
RC P
24+00
23+00
22+00
FIRE HYDRANT
j
24 "
MANHOLE 24R3-382D
VALVE
j
j
12" RCP
1 8" RCP
24R3-037D
TREE
ASPHALT
WATER
CONCRETE WALK
CURB INLET
12" RCP
j
VALVE
TREE
TREE
TREE
j
WATER
24R3-386D
TREE
TREE
TREE
CURB INLET
SIGN
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 1 31Pg 2
j
VALVE
WATER METER
TREE
WATER
CONCRETE WALK
1 5' W
24R3-384D
8
Ì
TREE
j
RC P 15"
FIRE HYDRANT
ET NL E CURB I DOUBL
17
P RC
POLYVINYL PRIVACY FENCE
j
j
TREES TREE
J O HA N N A PL A C E PB 3 1 3 PG 7 5
MATCHLI NE STA.34+00
j
PAVEMENT
j
CONCRETE W ALK
RC P 12"
1
3
LOT
LOT
15" RCP
CONCRETE
" 36
ADD 1-F.O.C. (36 FIBERS)
TREE
12" RCP
LO T
J O HA N N A PL A C E PB 3 1 3 PG 7 5
SIGN
STREET LIGHT
SCALE IN FEET SCALE: 1" = 50'
EX. CONDUIT (UIP)
TREE
VALVE
LOT
INLET
24R3-043D
SIGN
150
PB 235 PG 85
24R3-042D
MANHOLE
100
TRA N SPO RTA TIO N
LO LO T 9 T 8
12" RCP
DOUBLE CURB
50
SOMMERSET ESTATES
PI N E RI DG E A C RES PB 3 0 1 PG 3 5
18" RCP
8" VCP
0
Ì
24R3-158S
WATER
Ì
Ì
INLET
COMMON GROUND PB 301Pg 35
TREES
TREE
Ì Ì
DOUBLE CURB
1 8" RCP
24R3-381D
RETE CO NC AY VEW DRI
MATCHLI NE STA.22+00
8" V CP
Ì
Ì
ET NL E CURB I DOUBL
LOT 1
Ì
j
A Subdivision of Lot 1 of Juniper Acres PB 244 Pg 38
301 Pg 35
Ì
OT 2 L OT 1 L
LOT 19 LOT 20
PB
PDG LOTS PB 3 6 8 PG 2 0 3
50' W
DR.
Ì
TUMULTY SUBURBAN ACRES SOUTH BOUNDARY ADJUSTMENT PLAT PB 312 PG 73
DESIGNED:
ADD 1-F.O.C. (36 FIBERS) Ì
E. NKETAH DRAWN:
LOT 2 LOT 3
E. NKETAH CHECKED:
D. SHANE CONDUIT (EXISTING)
j
CONDUIT (NEW)
SEE LAST PAGE FOR ITS
SHEET SEQUENCE:
INTERCONNECT QUANTITIES
48 OF 52
ADD
Adjust ed Lot9 Audubon Woods Bndy.Adj. PB 350 Pg 662
LOT 3 LOT 1
POWER SUPPLY
SULPHUR SPRI NGS PB 249 PG 63
POWER SOURCE (EXISTING)
SHEET ( 1 OF 4)
2
LOT 2
( 636) 519. 0990 - LI C.NO.2002006608
LOT
LOT 17 LOT 18
2/1/2023
N
LOT
LOT 3 LOT 2
DATE:
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
TER EN PBXX LC A I MMERC O P C TREETO 3 8 OFF PG 2 3 XX.XX 5 B 3 P
s County DB St.Loui
5974
LOT
1
2
LOT 24R3-378D
CONCRETE WALK
19 Pg 28
PULLBOX
SIGN
CURB INLET
WATER VALVE
NOT FOR
pg 1931
PAVEMENT
UTILITY POLE
UTILITY POLE
St. Louis County DB 12522 pg 480
7688
pg 444
CONCRETE
TRAFFIC
SPRING RD. SULPHUR 5 UTILITY POLE
TREETOP TRAI L
B IG
B EN D
VCP 42"
St.Loui s County DB
RD.
TER EN LC A I RC
UTILITY POLE
UTILITY POLE
CONSTRUCTI ON
LOT A
STA XX+XXTREETOP COMME357 PG 1 9 T 3 PB A PL PBXX OFF XX.XX
SPRING RD. SULPHUR 5 UTILITY POLE
PRELI MI NARY
ET NL CURB I 322D 24R3-
ASPHALT
18" RCP
WA LK
RC P
j
12"
LOT A
K L A
NC RE TE
W
CO
E T E R
ADD 1-F.O.C. (36 FIBERS)
22+00
21+00
38 T 37 LO T LO
CONCRETE MEDI AN
C N SIGN
24R3-382D
MAILBOX
20+00
EX. CONDUIT (UIP)
JOH A N N A
LK WA
O
EX. CONDUIT (UIP)
MAILBOX
PAVEMENT
SIGN
K WAL CONCRETE
WATER VALVE
MANHOLE
MANHOLE
MAILBOX
19+00
PT
PC STA
TE RE NC CO
C
CONCRETE NG W ALL NI RETAI
AL CENTER TREETOP COMMERCI 9 PLAT 3 PB 357 PG 1
GN BASE SI
TREE
OCK AR BL MODUL L NG WAL NI RETAI
SULPHUR_5
STA
CONCRETE
FIRE
HYDRANT
13+08.14
11+17.61
10+00.00 STA POT
RC P 12"
PI
EPHONE TEL PEDESTAL
SIGN
MAILBOX
18+00
TE CRE C ON AY VEW DRI
5
MANHOLE 330D 24R3-
5
WATER VALVE
UTILITY BOX L PUL
12" RCP CONCRETE APPROACH
j
SIGN
MAILBOX
UTILITY ET NL CURB I 373D 24R3C TRAFFI BOX L PUL
P
CONCRETE WALK
CONCRETE APPROACH
j
j
ET NL CURB I 334D 24R3-
CONCRETE
P RC 2" 1
6 81 g1 2275 p y DB 1 t n s Cou i ou .L St
2" RCP 1
j
SIGN
PAVEMENT C TRAFFI BOX L PUL
SIGN
j
j
SIGN
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 1 86 Pg 48
j
K L CONCRETE WA
ET NL CURB I 328D 24R3-
SIGN
C TRAFFI BOX L PUL
26' W
jj
SIGN TRAFFIC SIGNAL
931 g1 y DB 7688 p t n s Cou i ou .L St
R C
j
SIGN UTILITY POLE
UTILITY POLE E MANHOL D NO MSD I
WIRE DB 5974 pg 444 County St. LouisGUY
j
TRAFFIC SIGNAL SIGN
UTILITY POLE
5
SIGN
VALVES j
SIGN
j
12" RCP
15" RC P
EX. CONDUIT (UIP)
W 40" N02°00' AN DI CONCRETE ME
12 "
SIGN
WATER
DRIVEWAY
ELECTRIC PEDESTAL
PAVEMENT
56' = 505. L 6' 1 459. 1 R= 1
13+00
T ASPHAL
S00°47'30"W 117.61'
DRIVEWAY
PAVEMENT
PAVEMENT
53' 90. 1
1 2" RC P
24R3-380D
CURB INLET
17+00
ASPHALT
16+00
ASPHALT
15+00 14+00
SIGN
SHRUBS
00"E S89°29'
T ASPHAL PAVEMENT
j
E MANHOL 374D 24R3-
SIGN
DRIVEWAY
CONCRETE APPROACH
MANHOLE NO MSD ID
E MANHOL 332D 24R3-
11+00
CURB INLET
PEDESTAL
BRICK
24R3-376D
12" RCP
E MANHOL 330D 24R3-
TREE
24R3-383D
NG RD. SULPHUR SPRI
20"E N87°59'
Begi n Basel i ne
2
j
12" RCP
12+00 10+00
j
GAS VALVE
j
C TRAFFI BOX L PUL
j
j
C TRAFFI
GNAL C SI TRAFFI CONTROL BOX
PULLBOX
WATER VALVE
SIGN
St. Louis County DB 8332 pg 1057
CONCRETE APPROACH
12" RCP
SIGN
BRICK
24R3-381D
CONCRETE SIGN
ELECTRIC
12" RCP
PAVEMENT
K E WAL CONCRET
12" RCP
5
SIGN
CURB INLET
SIGN
CONCRETE
TELEPHONE PEDESTAL
TREE BRICK
DRIVEWAY
CONCRETE WAL K
St. Louis County DB 8332 pg 1057
ET NL E CURB I DOUBL
STONE BLOCK RETAINING WALL
BRICK
SIGN
24R3-375D
K CONCRETE WAL
*
j
1 2" RCP
TRAFFIC SIGNAL
ET NL CURB I 329D 24R3-
j
TRAFFIC SIGNAL
R C P
j
SIGN
C TRAFFI PULLBOX
ENGINEER
LANDSCAPE AREA
PEDESTAL
CURB INLET
ET NL CURB I 333D 24R3-
WATER METER
TELEPHONE PEDESTAL
MATCHLI NE STA.22+00
VALVE
BRUSH LINE
SIGNS
j
5
1 2 "
ELECTRIC
18+13.69
WATER METER
TELEPHONE PEDESTAL
TELEPHONE PEDESTAL
GAS
VEW AY DRI
CK BRI
St. Louis County DB 11463 Pg 978 & DB 11908 pg 1210
SIGN
FUSION SPLICE AS
CONCRETE PAVEMENT
NG PARKI
ET NL CURB I 324D 24R3-
CURVE
TERMINATE AND/OR
SIGN
T ASPHAL
SIGN
ASPHALT
PAVEMENT
j
OFF XX.XX
LOT
STREET LIGHT
j
PBXX
VALVE
15" RCP
AREA INLET NO MSD ID
15" RCP
ET NL CURB I 323D 24R3-
j
AN CONCRETE MEDI
STA XX+XX GAS
P
AND BASE (UIP)
RC 15"
ET NL CURB I 09D 1 24R3-
PB
SIGN
ADD 1-F.O.C. (36 FIBERS)
*
12" RCP
St .L ou i s Cou n t y DB 7848 Pg 1 262
SIGN
CONTROLLER
ADD 2-F.O.C. (36 FIBERS)
B R IG H TFIE L D
DR. Pg 38 317
SP R IN G
PB
EX. CONDUIT (UIP)
SIGN
PEDESTAL
DIRECTED BY
Ì
Ì
Ì
Ì
Ì
TELEPHONE
UTILITY POLE
23R, 24R
50' W
A R B OR
W ALK
EPHONE TEL BOX L PUL
TES TA S ES A TRO 5 3 3 PG 5 6 PB 3
MSD BASE MAP:
j
CONC RETE
Ì
LOT A
E DG R RI RBO A 8 7 PG 3 1 PB 3
MSD:
j
RD.
St.)
D
PBXX OFF XX.XX
EX. SIGNAL
j
j
B EN
ak y O l m er (For
B IG
BD. U S S G N PRI GS BI 2 7 PG 3 8 PB 2
STA XX+XX
OFF XX.XX
Ì
LOT B
E DG R RI RBO A 8 7 PG 3 1 PB 3
LOT 1
STA XX+XX PBXX
Ì
Ì
60' W
Ì
TR A IL
7124D-22 Common Ground & e PB 363 Pg 535 v r e s BMP Re
j
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659) j
LOT 6 LOT 7
N
E-W GATEWAY TIP NO.
7124D-22
DR.
120 Pg 52
MSD BASE MAP:
23R, 24R
PB
0
50
C
TREE
TREE
SIGNAL
P
SIGN
TRAFFIC
j
SIGN j
PULLBOX
j
MANHOLE 24R2-282D
ET NL E CURB I DOUBL
1 5" RC P
*
CONCRETE WALK
St. Louis County DB 11724 Pg 1629
24R2-062D
ET NL E CURB I DOUBL 24R2-291D
CONCRETE WALK
ASPHALT
St. Louis County DB 11681 Pg 1821
St. Louis County DB 12522 Pg 484
PAVEMENT
TREE
AREA
CONCRETE WALK
CONCRETE WALK
St. Louis County DB 11797 Pg 2523
15" RCP
St. Louis County DB 11472 Pg 1099
35+00
10' Widening Dedicated to St. Louis County
for Public Use PB 120 Pg 52
for Public Use PB 124 Pg 36
MANHOLE
St. Louis County DB 11718 Pg 1407
TRAFFIC SIGNAL St. Louis County DB 12321 Pg 972
8" VCP
8" VCP
44+00
43+00
42+00
41+00
40+00
39+00
38+00
37+00
24R2-010S
MAILBOX
8" VCP
36+00
St. Louis County DB 12074 Pg 147
46+00
45+00
MANHOLE 24R2-315D
ASPHALT
N00°31'00"E
PAVEMENT GAS
MANHOLE
TRAFFIC SIGNAL
1 2" RCP
TREE
TREE
24R2-288D
P
26' Widening to St. Louis County for Public Use PB 275 Pg 58
DRIVEWAY
R C
ELECTRIC
CONCRETE
PEDESTAL
FIRE
DRIVEWAY
j
C
SHRUB
WATER METER
St.Loui s County DB
R EN EE
W AT V AL ER V E P O LE
CHAI N L I NK
FENCE
FE N C E
OFF XX.XX
H AU P H AR ART LO T PB T 2 H OM 8 1 9 PG E P 28 LA CE
3
H T
+ 8 4 A S
T C P
E LI N
4
PULL BOX (EXISTING) - MoDOT
H
CONTROLLER (EXISTING) - MoDOT
CONTROLLER (EXISTING) - COUNTY
5
PULL BOX (EXISTING) - COUNTY
3
CONTROLLER (NEW) - COUNTY
6
ITS PULL BOX (NEW) - COUNTY
R A L NG U NI D I A T E M
O
1 T 2 O L T O L
R
B
C
K C O L L L A W
O
C N
T E R
E
Ì
X O B L I A M
CONDUIT (NEW)
.
j
j
K r B R me P A (for50'W L
G R D .
DESIGNED:
E. NKETAH DRAWN:
E. NKETAH CHECKED:
CONDUIT (EXISTING)
j
R d O osa g 4 M P P Sly La 150
R
D. SHANE POWER SOURCE (EXISTING)
POWER SUPPLY
T C) . Ea Ct5
AT C
2
M
CP V 8"
W
K L A
P
GS IN R P 45 S G P H S I 0 AN 15 P S PB
R E T A VE L W A V R E T A ER T W E M
U
SP R IN
S T A.
.
1
2 7 A 4 g T P O L 7 4 3
C
PBXX
B P
R
OFF XX.XX
j
0 +0 6
" 18
ITS INTERCONNECT LEGEND
2 B 47 T g P O L 7 4 3
4
E T E R AY C N W E O V C I R D
W
R A L NG U NI D I O A T M E R
S A E G V L A V
P C R " 4 2
OFF XX.XX
STA XX+XX P 1 P 2 T 26 O L T O L
K C O L L L B A W
W ' 15
D O O
Ì
B
e d eT D
B P
. A T S
Y C A V I R P
8 2 8 g 2 P g P 19 19 B
E C N E F
E d L 6D O te H 29 a N E c A 2 E M R R
0 0 + 6 4
PBXX
1 0
B L A E C L R E A P RC A P
j
se U c i l E E ub R P T
4 2
Ì
7
4
Ì
3 B 46 T g P O L 3 5 3
5 4
to
R E T A
N I A H C
C I F X F A BO R T LL U P
0 15
K L A
W
E NC FE
H
S I G N
STA XX+XX
B P
E T E R C N O C
TR PU AF LL FI BO C X
B P
E C N E F K N I L
g P
E L O 11S H N -0 A M R2 4 2
N G I S
NK LI
6 0 + 0 0
SU
L 5 P
PBXX
ty un o
N AI CH
P O LE
60 +0 0
"E 0 '0 9
2
j
E N I L H
N G I S
E V L A V
T
P C R
0 0 + 7 4
Y T I L I T U
T L T A N H E P S M E L A E O 5D V A H P N 29 A 2 M R 4 2
E NC FE
D R2 24
" 4 2
E L O P
W
NK LI
E K s NL I ui W AL o RB L CU E E t. ET BL 97D S CR 2 OU
N O C
5
P C V " 8
N AI CH
U T I LI T Y
LI N K
STA XX+XX Ì
( 636) 519. 0990 - LI C.NO.2002006608
S I G N
C H AI N
SEE LAST PAGE FOR ITS
SHEET SEQUENCE:
INTERCONNECT QUANTITIES
49 OF 52
SHEET ( 2 OF 4)
L O T SPL I T Pa r to fL o t s2 7& 2 8o f HA U HA RT HO ME PL A C E PB 35 3 PG 4 6 3
C s ui o 12 L t. g P S to 72 2 d te B a P c i d e
° 9
C T A
N I U B R U C D E L 92 B 2 U O 2 D R 4 2
B D P C ty " R un 4 o 2 C
8
E N I L H S U R B
S
M
c i l g ub P P 8 9 5 to 4 4 g n 12 P o i t B 6 a D c 15 i P d C e ty R D PB " un 4 o 2 W ' C 5 E 1 s L i uO oP L Y T T I t. E L SI L T
ET NL D I 04 EA AR 2-3 R 24 RE WI Y GU
T AL PH AY AS EW V I MP DR LA D R YA
00
AS P P AV HA EM LT EN T
PU BLIC W O RK S
U T I LI T Y
L OT A
G U AR D R AI L W AL K
AL K
I NTERCONNECT PLAN
CO NC RE TE
UTI L I TY POL E
W
C O N P AV CR EM ET E EN 59 T +
I TS
CONCRE TE RETA I NI NG WAL TOPPED L WI TH AL UMI NUM FEN CE
E AC PL 1 2 P G P P A 2 TR 27 PB
CO NC RE TE
S t D B .L ou 1 2 s 2 i 2 C o T 5 ra P u ct g nty 7 2 1 08
TREES
0
H Pg S 19 U PB R 'W
E V A 28
G U AR D R AI L
TRA N SPO RTA TIO N
P RC 24 " CURB I NL ET 23R3227D
D
Ì
0 5 9 g P 0 P 4 2" RC 1 9 11
TY LI I UT
0 0 + 8 4
se U
4 6 18
LE PO
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
AVA
24 "R CP
RESURFACI NG
P 12" RC
V CP
P RC
DOUBL E CURB I NL ET 23R3226D
58 +0 0
15"
5
T
8"
CP
15"
30" RCP
V 8"
P RC
U 0'W
L
24" RCP
Ì
.
D
19 Pg 28
CP V 8"
2 2 9 T LO T LO
P
P A S B 50
g
4
. E V 8
A
E C N E F
398.54' R
5 MANHOL E 23R31 99S
TRAFFI C PUL L BOX
EX. CONDUIT (UIP)
398.58' C
CURB I NL ET 23R3225D
j
O
PB
j
P RC
FENCE
GUARDRA I L
57+ 00
UTI L I TY POL E
15" RCP
R LA G DU I N N MO AI T RE
H AU P H AR ART LO T PB T 2 H OM 8 1 9 PG E P 28 LA CE
P
8
K OC BL LL WA
t en m ve h pa c . oa nc pr o a
8" VC
_
P
" 24
R
C
TE RE H NC AC O O C PR AP
U
V
OX LB I MA
H
" 8
" 8 E OL NH 93D MA -2 R2 24
P
j
j
LK A W E T E R C P N C O R C " 4 2
P C V
PBXX
ASPHAL T PAVEMEN T
WATER METER
ADD 1-F.O.C. (36 FIBERS)
R TE WA VE L VA
E OL S 3 NH 1 MA 2-0 R 24
CHAI N L I NK
OFF XX.XX
RE T FI AN DR HY
0 +0 49 E OL S NH 12 MA 2-0 R 24
CONCR ETE WA LK
1 5" RCP
Ì
P
E C N E F Y C A V I R P 48 D " O RC O P W
N AI CH
GN SI
STA XX+XX
CO NC RE TE WA LK
SULPHU R SPRI NG RD.
DRAI NAGE CA P 23R3231 D
E OL I D NH MA MSD NO
E NC FE
GN SI
ET NL D I P 99 RB RC CU 2-2 R " 24 24
" 8
L
P C V
T AL T PH EN AS EM AV
E OL NH 98D MA -2 R2 24
TEL EPHONE PEDESTA L
ET NL I D 21 EA AR 3-2 R 23
NK LI
MANHOL E 23R3224D
U
P RC
P RC
R TE WA VE L VA
LK WA
S
8" 4
R TE WA VE L VA
TE CRE CON
2
NG RI P S " 24
ADD 1-F.O.C. (36 FIBERS)
8" VCP
E
GN SI
UR PH L SU
s i ou Y T I .L I 2 L1 St Ug T E o P t 2 POL y t ed t 27 un ca PB Co 382 di e s i 2 D ou Pg L . 01 St 1 18 DB
C FI AF X TR LBO L PU
FENCE
EX. CONDUIT (UIP)
CONCRE TE PAVEMEN T
V
j
E OL NH 06D MA -3 R2 24
CHAI N L I NK
WATER VAL VE
56+0 0
R
TE RE NC NT CO EME V PA
P RC
SI GN
MANHOL E 23R3200S
U
P
0 +0 50
ET RE T H ST I LG
" 48
. RD
P RC
E OL 0D 0 NH MA 2-3 4R
E OL NH 83S MA -0 R2 24
W) 40' NGS RD.( I HUR SPR OLD SULP d e ov r mp I Un
8" VCP
MANHOL E 23R3066S
P 8" VC
CONCRE TE GUTTER
CURB I NL ET 23R3230D
8 2 8 g 2 P g P 19 B 19 P B 8 P 2 7 T 2 O L T O L
C " 8 4
" 48
RC P
R= ' 02 0. 30 1
y t un Co
1 2" RC P VEW AY DRI
W ' 15 1 5"
P C R
L=
' 00 2. 04 1
5
T AL PH NT AS ME VE PA
5" RCP 1
P 5" RC 1
CONCRETE
V ET NL I
CONCR ETE WA LK
P
55+00
MANHOL E 23R3223D
MAI L BOX
MAI L BOX
ET NL I
RETE CO NC AY VEW DRI
P C R
E OL S 4 NH 1 MA 2-0 R 24
P VC 8"
y t n ou sC i u 8 51 1 .Lo St Pg 977 1 1 DB
RB CU LE 2D 2 UB DO 3-2 R 23
P RC
E T E Y A
W E
R
V I
C
R
N
D
O
" 8 4
" 8
RB CU LE 6D 3 UB DO 2-1 R 24
00 52+
UTI L I TY POL E
" 12
C
ET NL I D RB 40 CU 2-1 R 24
C
P 8" VC
0 53+0
CP V 8"8 " VCP
0 +0 51
c i l K AL ub W P 8 TE RE to 4 NC g n CO P o ti 6 a c 15 i d e D PB
K WAL TE CRE CON
E OL S 5 NH 1 MA 2-0 R P 8" VC 24
E OL NH 72S MA 2-1 R 24
se U
NE LI
P RC
E OL D NH 01 MA 2-3 R 24
GN SI
Ì
V
54+00
LE PO
" 54
E OL NH 07D P MA -3 C R R2 " 24 8 4
EE TR
MANHOL E 23R3223S
j
j
4 2 3 T 2 LO T LO
8 " MANHOL E 23R31 98S
C
EE TR
RCP
UTI L I TY POL E
TY LI I UT
RK PA W 8 E I 4 V G ST 6 P 5 RE 1 FO B P
BRUSH L I NE
E NC FE
H US BR
2/1/2023
C
NK LI
DATE:
UTI L I TY POL E UTI L I TY POL E
j
1 2 T 22 LO T LO
N AI CH
LOT 13
W) 40' NGS RD.( I HUR SPR OLD SULP
CT.
5 2 T 24 LO T LO
RK PA W 8 E I 4 V EX. CONDUIT (UIP) G ST 6 P 5 RE 1 O F ADD PB 1-F.O.C. (36 FIBERS)
LOT 14
Ì
8" VC P
O
ENGINEER
P LA CE
NK LI
E NC FE
Ì
W
LOT 1
SPLICE AS DIRECTED BY
BO U N DA RY A DJ U STMEN T PL A L T O O T 4& P F A RT O F L O T 3 O REF SU BDI V I SI O NO F L O T 33 O F HA U HA RT HO ME PL A C E PB 36 6 PG 2 8 1
A U D U B ON
Ì N AI CH
Y
LOT 2
Ì
TERMINATE AND/OR FUSION
LOT 15 LOT 14
PBXX OFF XX.XX
DR.
BNDY ADJ LOT 10/11 PB 282 PG 39
j
N
0 2 1 T 2 LO T LO
C A
SIGNAL CONTROLLER (NEW)
STA XX+XX
LOT 9
6 2 T 25 LO T LO
V I R P
PBXX OFF XX.XX CHAIN LINK FENCE
VACY FENCE NYL PRI YVI POL
30' W
20' W
W R EN
ESTATES CT.
LOT 8
ADD 1-F.O.C. (36 FIBERS)
STA XX+XX
OFF XX.XX
7 T LO 6 T LO
Ì
EX. CONDUIT (UIP)
SPANI SH SPRI NGS ADDI TI ON PB 353 PG 343
P 12" RC
to St.Loui s County DB
PBXX
OFF XX.XX
FOX RUN
SIGN
STA XX+XX
PBXX LO T 9 LO T 1 0
3
11619 Pg 1524
6768
STA XX+XX
CONCRE TE W ALK
14 8 LOT
LOT
15 14 LOT
OFF XX.XX
Pg 1166
PB 280 PG 10
PBXX
A V E.
LOT
FOX RUN ESTATES
PULLBOX
CONTROL BOX
TE W ALK CONCRE
Ì
LOT
12 PB 19 Pg 28 13 PB 19 Pg 28
Ì
TRAFFIC TRAFFIC SIGNAL
STA XX+XX
LOT
ADD 1-F.O.C. (36 FIBERS)
ADD 2-F.O.C. (36 FIBERS)
ASHLEY PLACE PB 275 PG 58
j
LOT 7 PB 19 Pg 28 LOT 12 PB 19 Pg 28
LO T LO 8 T 7
P VACY FENCE WOOD PRI
WATER VALVE
j
EX. CONDUIT (UIP)
SIGN
Ì
V
EX. CONDUIT (UIP)
24R2-295D
SIGN
MODULAR BLO C K NG W ALL NI RETAI
8"
Ì
MANHOLE
24R2-294D
WATER VALVE
Ì
UTILITY POLE
PULLBOX
Ì
SHRUB
SHRUBS
PULLBOX
TREE
Ì
24R2-313D
PAVEMENT
ET NL E CURB I DOUBL
LANDSCAPE AREA
TREE
TREE
VACY FENCE WOOD PRI
TREES
AREA INLET
DRIVEWAY
WATER METER TRAFFIC
RCP 5" 1
TRAFFIC PULLBOX CONCRETE
TRAFFIC SIGNAL
WATER METER
TREE
24R2-289D
TRAFFIC
j
j
j
TREE SHRUB
TREE
ELECTRIC METER
5
GUY WIRES
HYDRANT
ASPHALT
18" RCP
POLE UTILITY 15'W Dedecated to Public Use PB 150 Pg 45
CONCRETE WALK ET NL E CURB I DOUBL
24R2-315D
"
WATER METER
CONCRETE
SIGN
20'W to St. Louis County DB 6768 Pg 1166
12
WATER VALVE
TELEPHONE PEDESTAL
TREE
SIGN
j
24R2-064D
STREET LIGHT
15" RCP
j
MANHOLE
HYDRANT
12" RCP
COVERED MANHOLE
j
GUY WIRES
6" RCP FIRE
DRIVEWAY
5
15" RCP
12" RCP
UTILITY POLE
ET NL E CURB I DOUBL
UTILITY POLE
CONCRETE WALK
CONCRETE WALK
24R2-314D
MAILBOX
MAILBOX
UTILITY POLE
2" RCP 1
SHRUB CONCRETE
SULPHUR SPRING RD.
MANHOLE 24R2-287D
UTILITY POLE
PULLBOX
ET NL E CURB I DOUBL
24R2-280D
5
SULPHUR SPRING RD.
MAILBOX
MAILBOX
GAS VALVE
TRAFFIC
26' Widening Dedicated to St. Louis County for Public Use PB 280 Pg 10
De d i c a t e dt o St .L ou i s Cou n t yf orPu b l i c Us e PB 249 Pg 63 CONCRETE WALK
5
PRELI MI NARY
UTILITY POLE
CT.
SIGN
LA R K SM OR E
UTILITY POLE
SIGN
UTILITY POLE
SPANI SH SPRI NGS PB 1 50 PG 45
GUY WIRES
12" RC P
SULPHUR SPRING RD.
WATER VALVE
LOT 1 LOT 2
MAILBOX
TRAFFIC SIGNAL
(form erl y La Posada Ct.) 50' W PB 150 Pg 45
ASPHALT PAVEMENT
CONCRETE W ALK
VALVE
UTILITY POLE
SULPHUR SPRI NG ROAD
34+00
10' Widening Dedicated to St. Louis County
SIGN
24" RCP
SIGN
NOT FOR
LANDSCAPE
CONSTRUCTI ON
PULLBOX TRAFFIC
V
TRAFFIC
"
"
R C P
GUY WIRES TRAFFIC SIGNAL
8
12
2 4 " LANDSCAPE AREA
TREE
TREE
REVI SI ONS
P R C
UTILITY POLE
VACY FENCE NYL PRI YVI POL
SIGN
L FENCE NYL RAI YVI POL
TELEPHONE PEDESTAL
BY
j
UTILITY POLE
WATER VALVE
L FENCE NYL RAI YVI POL
CHAIN LINK FENCE
REV.DATE
LIGHT
CONCRETE SIGN
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
STREET LIGHT
P 2" RC 1
VACY FENCE WOOD PRI
MATCHLI NE STA.46+00
STREET
j
VACY FENCE NYL PRI YVI POL
VEW AY DRI
MODULAR BLOCK RETAINING WALL
CONC RETE
24R2-283D
CONCRETE W ALK
ELECTRIC METER
CURB INLET
TREE SHRUB
LOT 1 LOT 2
8
7
LOT
LOT
L O L O T T 9 8
ADD 2-F.O.C. (36 FIBERS)
24R2-284D
ADD 2-F.O.C. (36 FIBERS)
3 2 T O T L O L
EX. CONDUIT (UIP)
TREE
SCALE: 1" = 50'
EX. CONDUIT (UIP)
Ì
DESCRI PTI ON
SCALE IN FEET
Ì Ì
CURB INLET
Ì
150
100
Ì
j
MATCHLI NE STA.34+00
MSD: Ì
80' W
Ì Ì
S O MMERS ET ES TA TES PLAT TWO PB 2 4 5 PG 1 1
20' W
SOR R EN TO
43 Pg 89 PB 50' W
DR.
S O RREN TO PL A T N O . 1 PB 120 PG 52
j
TU M U LTY
LOT 7 LOT 8
S O RREN TO PL A T N O . 2 PB 124 PG 36
Ì
Lot 9
APP.
Adj. Lot 10 PB 358 Pg 217
FEDERAL PROJECT NO.
STP-9901(659)
g P 19
W
R
st e
B P 1 3
E-W GATEWAY TIP NO.
ne i l
7124D-22
5 2 6 T 2 O L T O L
7 9
MSD:
g P 7 18 B P S I G N
S t
23R, 24R
W
Ì
LI N E
C O N C R E T E A L K
6 3 + 0 0
Ì
LI NE
P c i l ub U se P B
A
T S
7
STA XX+XX
4 P
C
.
7
T
g
PBXX j
OFF XX.XX
RC
j
TE RE Y NC WA CO VE I DR
P
PO LE
1 2"
OFF XX.XX
CP 24 " V
P R
C
E
S
8 GN SI
L U H
C R
LE PO
" 6 3 C FI AF X TR LBO L PU
j
1 TR PU AFF C LL I BO X
2
GN SI
54" RCP j
UT I T PO LI LE Y
" 21
j
GN SI
P
E OL D 3 NH MA -20 R3 23
TY LI I UT
R TE WA ER T ME
LE PO
E ON PH E LE OL TE NH MA
42" RCP
Ì
E OL NH 70D S MA -1 RE R3 WI 23 Y GU
P VC
Ì
DATE:
2/1/2023
W IN D
j
FE NC E
E OL NH 69D MA 3-1 R 23 E ET R NC CO P RC " 42
P C V
LK WA
j
EX. CONDUIT (UIP) 1-F.O.C. (36 FIBERS)
" 8
j
1
j
_
TU SC AN PB VA L 35 L EY 9 CR PG ADD EE 25 K 2
E OL NH 96S MA -0 3 3R
TE RE NC NT CO EME V PA
R
GU Y WI RE
GN SI
V
P RC
TE RE NC CO
T
P
TR EE
EL E PE CT DE RI TE ST C LE AL PE PH DE ON E ST AL
I RO N
TY LI I UT
GN SI
5
WR OU GH T
P
" 8
U
TR EE
SI GN
. T C Y E L 2 L 25 EX. CONDUIT (UIP) A Pg V 359 N PB 1-F.O.C. (36 FIBERS) A 0'W C 5 S U T
"
P RC
V
TR EE TR EE
FE NC E
C R 4
" 36
S GA E V AL
. RD
NG RI P S
00 0+
R
TR EE
7 A. ST
U
LI GH T MA I LB OX
0 +0 70
j
C
I RO N
LA N AR DSC EA AP E
TR EE
CONC RETE WALK
SI GN
j
ADD
UT I T PO LI LE Y
j
j
1 T 2 O L T O L
WR OU GH T
ST RE ET
j
SI GN
j
j
j
Ì
MA -0 R3 23
68+00 CO N PA CRE T VE ME E NT
O LB I MA
R HU P L 5 SU
00 LE 69+ NHO 95S
ET NL I 4D 1 RB CU 3-2 R 23
St .Lou i s Cou n t y DB 1 3368 P g1 673
LA N AR DSC EA AP E
TU SC AN PB VA L 35 L EY 9 PG CRE EK 25 2
Ì
1 3 T 30 O L T O L
R= 57 2. 00 '
67+00 WA VA TER LV ES
P RC
P C V
" 8 1
P
WA LK
ET NL I
C
1 2" RCP
RD .
j
OFF XX.XX
CONC RETE WALK
SI GN
RB CU LE D UB 82 DO 3-1 R 23
5" 1
V
CO NC RE TE
66 +0 0 L= 71 2. 85
LK WA
TE RE NC CO
GN SI
T AL PH NT AS ME VE PA
"
PBXX
LI NE
CU R 23 B N R3 I -2 LET 34 D
8
SP RI NG
E OL 4D 4 NH MA 3-2 R 23
24" RCP
j
STA XX+XX
1 2" RC P
MA 23 NH R3 OL -2 E 33 D
j
j
AS PH PA AL VE T ME NT
Ì TR EE
P
ET NL I 3D 1 EA AR 3-2 R 23
SU LP HU R
y t un Co 262 s i ou Pg .L 1 2 St 1 13 DB X
RC
TR PU AFF C LL I BO X
PBXX
RC P
E OL 0D 2 NH MA 3-2 R 23
"
65 +0 0
ET NL I D 9 1 EA AR 3-2 R 23
STA XX+XX
12"
UT I LI TY
48
HA PAR T UH AR OF LO T PB HO T 3 ME 1 1 9 PG PL 28 ACE
LO LO T T 8 7
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
.
1
G
FE NC E
PRELI MI NARY
to
IN
PR I VA CY
5
j
R
2 1 T O T L O L
RK PA ON G 7 T NS 74 P WI PB
NE I HL TC MA
d te ca i ed
C
D
P
.
P S
EX. CONDUIT (UIP)
R
PO LY VI NY L
LI NE
ADD 1-F.O.C. (36 FIBERS)
U
Ì
8 2 9 T 2 O L T O L
" 21
Pg 28 LOT 31 PB 19 19 Pg 28 LOT 29 PB
BR US H
H
CU R 23 B N R3 I -2 LET 32 D
6 4 + 0 0
Ì
P
Ì
'W 10
SU L PH UR PB SP 35 RI NG 4 VA PG L 87 L EY 3
L
OFF XX.XX
BR US H
S D t. B L 12 ou s 5 i 2 2 Co P un g t 4 y 9 5
3 0 5 . 3 5 '
U S
PBXX
0
N 7 2 ° 0 0 ' 0 0 "E
STA XX+XX
0 7
R C P
+
I N LE 2 T 3 R C 3 -2 UR B 3 5 D
12 "
4
W
6
H AU PA H RT AR O F PB T LO H OM T 3 1 9 1 PG E P 28 LAC E
VC P
EX. CONDUIT (UIP) ADD 1-F.O.C. (36 FIBERS)
7 2 8 T 2 O L T O L
HA PAR T UH AR OF LO T PB HO T 3 ME 1 1 9 PG PL 28 ACE
LOT 43 LOT 42 j
LOT 3 LOT 2
N Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
Ì
( 636) 519. 0990 - LI C.NO.2002006608
j
j
G U AR D R AI L
SCALE: 1" = 50'
NOT FOR
A L
REVI SI ONS
W
K S D t.L B ou 1 1 s 69 i C 0 ou P nt g y 1 2 05
P O LE
B R U S H
K AR P 7 ON PG T NS 74 I B P
AS P P AV HA EM LT EN T
BY
6
M
SCALE IN FEET
C O N C R E T E
REV.DATE
7
6 2 + 0 0
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
+
LI N E G U AR D R AI L
U T I LI T Y
150
CONSTRUCTI ON
1
0 1 .
D ed i ca te 1 2" RCP fo d t TR P rP o S B PU AF ub t 1 LL FI lc .L 8 ou 7 i BO C U X i P g se s C 97 o.
100
j
6
AT C
A
B R U S H
C U 2 RB 3 R N 3 I -2 LE T 3 6D
50
6 2 7 T 2 O L T O L
W ALK RETE
T
5
0 Ì
DESCRI PTI ON
T
H
P S
C O N P AV CR EM ET EN E T
APP.
2 )
CO NC
0 0 '0 0 "E
H AU PA H RT AR O F PB T LO H OM T 3 1 9 1 PG E P 28 LAC E
Ì
LN .
01 un 8 ty ( T ra ct
S 18 °
LI N
MSD BASE MAP:
TH
1
6 189 .L o 1 + 7 P ui s 0 g C 0 o 1
ne i l
A IN G P
D B
t o L st a E
4
R D .
W ALK RETE
G
4
CO NC
SP R IN
AR-1826
8 2
t o L
E
S T A.
N
U
RE SU B H LO AU DI T H VI 4 AR SI ON PB T OF H 1 87 OM LO E PG PL T 97 AC 32 E
VCP
6 0 + 0 0
L P H
COUNTY PROJECT NO.
j
60 +0 0
LOT 32 PB 19 Pg 28 LOT 28 PB 19 Pg 28
SU
4 2 5 T 2 O L T O L
WRO UGH T I RON FEN CE
ADD 1-F.O.C. (36 FIBERS)
EX. CONDUIT (UIP)
CONTROL BOX
SIGN
CONCRETE
PT
MAILBOX
75+00
76+00
MAILBOX
MAILBOX
77+00
78+00
23R3-200D
MAILBOX
80+00
SIGN
CONCRETE TRAFFIC PULLBOX
TRAFFIC SIGNAL
DB 11221 Pg 78 CONCRETE
DB 11238
DRIVEWAY
SHRUBS
TRAFFIC SIGNAL
TRAFFIC
GUY WIRES
5
PULLBOX
AMENDED PB 159 PG 88
DIANA LEE ACRES
ADD 2-F.O.C. (36 FIBERS)
AMENDED PBXX PB 159 PG 88
CONTROLLER (EXISTING) - MoDOT
4
STA XX+XX OFF XX.XX
Ì
DIANA LEE ACRES
STA XX+XX PBXX
AMENDED PB 159 PG 88
AMENDED PB 159 PG 88
12" R CP
STA XX+XX OFF XX.XX
PULL BOX (EXISTING) - COUNTY
Ì
j
5
DIANA LEE ACRES
PBXX
PULL BOX (EXISTING) - MoDOT
*
Ì
CONTROLLER (EXISTING) - COUNTY
LN .
EX. CONDUIT (UIP)
66 Pg 39
DR. DIANA LEE ACRES
61 Pg 49
ANN
Ì
PB
A C PB RES XX.XX 1 4 2 OFF PG 8 9
DR.
PB 142 Pg 89
NA PBXX NC Y
MODULAR BLOCK RETAINING WALL
CO N N IE
VALVE
VALVE
SIGN
PB
8
WATER
STA XX+XX
JO Y CE
50' W
N A N D A LE
Ì
j
HYDRANT
TREE
50' W
7
LO T
6
LO T 6 LO T 7
5
LOT
WATER j
FIRE
PULLBOX
CONCRETE W ALK
LOT
TRAFFIC
j
15" RC P
PAVEMENT
St. Louis Co.
St. Louis Co. Pg 1742 LO T 1 LOT 2
CONCRETE
CONCRETE WALK UTILITY POLE
UTILITY POLE
DRIVEWAY
LO T
POLE
j
P
FI RE HYD RAN SHR T UB
CONCRETE WALK UTILITY
SIGN
10' Widening Dedicated to Public Use PB 159 Pg 88
23R3-188D
j
PAVEMENT
10' Widening Dedicated to Public Use PB 111 Pg 1 DOUBLE CURB INLET
24" RCP
VALVE j
ASPHALT
CONCRETE WALK
10' Roadway Maint. & Utility UTILITY POLE Esmt. Dedicated to Public Use PB 159 Pg 88
UTILITY POLE GAS VALVE
GAS
10' Widening Dedicated to Public Use PB 159 Pg 88
24" RCP
23R3-190D
5
10' Widening Dedicated to Public Use PB 111 Pg 1
j
23R3-193D
82+00
23R-189D MAILBOX
SIGN
MAILBOX
OFF XX.XX
2
81+00
PAVEMENT
j
PULLBOX
DOUBLE CURB INLET
j
DRIVEWAY
*
TRE E
CONCRETE
8" VC
CON CRE TE DRI VEW AY
UTILITY POLE
TRAFFIC
W ALK
15" RCP
C O NC RETE
CON CRE TE PAV EME NT
DOU BLE 23R CUR 3B I 1 97D NLE T
SULPHUR SPRING RD.
MAILBOX
79+00
CURB INLET
24" RCP
23R3-191D
j
CUR B I NLE 23R T 3201 D
5' Widening Dedicated to Public Use PB 111 Pg 1
DOUBLE CURB INLET
30" RCP
30" RCP
30" RCP
CONCRETE WALK
5
5' Widening Dedicated to Public Use PB 111 Pg 1
10' Widening Dedicated to Public Use PB 159 Pg 88
ITS INTERCONNECT LEGEND 1
DOUBLE CURB INLET
5' Widening Dedicated to Public Use PB 61 Pg 49
SULPHUR SPRING RD.
MAILBOX
j
8" VCP
P
Ì 4 1 LOT 3 1 LOT
MANHOLE
23R3-018S
30" RCP
30" RCP
5
8" VCP
St. Louis County DB 13368 Pg 1673
j
j
6" RC
NA NC YA C PB RES 1 4 2 P G8 9
30" RCP
MAN HOL 23R E 3202 D
CON CRE TE DRI VEW AY
18" VCP
MANHOLE
23R3-192D
5' Widening Dedicated to Public Use PB 61 Pg 49 8" VCP
WAT ER VAL VE
50' W
36" RCP
TRE E
CONCRETE
MANHOLE
WAT ER VAL VE
36" RC P CONCR ETE W ALK
j
74+00
MAILBOX
TREE
5' Widening PB 74 Pg 7
5
CONCRETE WALK
ASPHALT
DB 13368 Pg 1673
TREE
12" RCP
N00°35'45"E 2792.87'
MAN HOL E 23R 301 7S
8" VCP
TRAFFIC PULLBOX
j
MAILBOX
ASP HAL T PAV EME NT
UTI LI TY POL E
SIGNAL
PAVEMENT
MAILBOX
73+00
23R3-092S
18" VCP
23R3-195D
12" RCP
MAILBOX
72+00
18" VCP
12" RCP
12" RCP
CUR B I NLE 23R T 31 80D
CONCRETE WALK
23R3-196D
SIGN
12" RCP
MAI LBO X
MANHOLE
DRIVEWAY
CURB INLET
CURB INLET
18" VCP
CONCRETE WALK
23R3-179D
CONCRETE
5' Widening PB 74 Pg 7
AREA
DOUBLE CURB INLET
71+00
St. Louis County
23R3-194D
DRIVEWAY
18" VCP
CONCRETE WALK
MAI LBO X
RD.
CONCRETE
DRIVEWAY
DRIVEWAY
DRIVEWAY
j
CUR B I NLE 23R T 31 81 D
CONCRETE
TREE
23R3-093S
MANHOLE
LANDSCAPE
12" RCP
MAI LBO X
CONCRETE
DRIVEWAY
j
18" VCP
CONCRETE WA L K
METER
SIGNAL
VALVE
CONCRETE
AREA
MANHOLE
CONCRETE
TRAFFIC
WATER
LANDSCAPE
WATER
VALVE
DRIVEWAY
18" VCP
1 5" RCP
WATER
TREES
TREE
DRIVEWAY
DRIVEWAY
TRAFFIC
GUY WIRES
CONCRETE
CONCRETE
P
ARE A
PULLBOX
R C
LAN DSC APE
TRAFFIC
12 "
MAN HOL 23R E 3094 S
j
71+19.95
CON CRE TE DRI VEW AY
6" RCP
CON CRE TE DRI VEW AY
ADD 2-F.O.C. (36 FIBERS)
AREA
6" RCP
WAT ER MET ER
WAT ER MET ER
j
6" RCP
j
6" RCP
CON CRE TE DRI VEW AY
MAN HOL E 23R 31 94S
3
TRAFFIC SIGNAL
POLYVINYL PRIVACY FENCE
LANDSCAPE
WAT ER MET ER
TRE E
STA
St .Lo u i sC DB ou 1 1 424 n t y Pg 1 51 6
DESIGNED:
E. NKETAH
Ì
LOT 9
DRAWN:
LOT 4
3
3 1 LOT 2 1 LOT
CONTROLLER (NEW) - COUNTY
6
DIANA LEE ACRES
DIANA LEE ACRES
DIANA LEE ACRES
DIANA LEE ACRES
AMENDED
AMENDED PB 159 PG 88
AMENDED PB 159 PG 88
AMENDED PB 159 PG 88
ITS PULL BOX (NEW) - COUNTY PB 159 PG 88
SULPHUR SPRI NG ROAD RESURFACI NG
PB 74 PG 7
GAS
PU BLIC W O RK S
WINSTON PARK
I TS I NTERCONNECT PLAN SHEET ( 3 OF 4)
Pg 7 PB
OFF XX.XX
MATCHLI NE STA.82+00
PB 74 PG 7
PBXX
60' W
1
40
WINSTON PARK
LOT
LOT
40
39 LOT
LOT
38
39 LOT
LOT
37
38 LOT
36
37
LOT
LOT
LOT
36
35
LOT
LOT
34
35 LOT
LOT
33
34
33
LOT
32
LOT
STA XX+XX
Ì
ADD 1-F.O.C. (36 FIBERS)
74
ENGINEER
Ì
Ì
VALVE
12" V CP
M AT C HL I NE STA .70 +00
LOT
31
32
LOT
LOT
LOT
29
30
LOT 31 LOT 30
LOT
LOT
TRE E
Ì
EX. CONDUIT (UIP)
MAN HOL E 23R 31 78D
SPR I NG
Ì
EX. CONDUIT (UIP)
CON CRE TE DRI VEW AY
70+ 00
Ì
LOT 42 LOT 41
COV EN TR Y
SPLICE AS DIRECTED BY
j
Ì
Ì
SUL PH UR
LN .
TERMINATE AND/OR FUSION
Ì
Ì
Ì
TRA N SPO RTA TIO N
SIGNAL CONTROLLER (NEW)
E. NKETAH CHECKED:
D. SHANE POWER SOURCE (EXISTING)
POWER SUPPLY
CONDUIT (EXISTING)
CONDUIT (NEW)
SEE LAST PAGE FOR ITS
SHEET SEQUENCE:
INTERCONNECT QUANTITIES
50 OF 52
j
j
CONNI E LEE ACRES PB 66 PG 39
CONNI E LEE ACRE PB 61PG 49
CONNI E LEE ACRE PB 61PG 49
j
COUNTY PROJECT NO.
AR-1826 FEDERAL PROJECT NO.
STP-9901(659)
N
E-W GATEWAY TIP NO.
7124D-22
j
MSD:
MSD BASE MAP:
RC P
WATER
VALVE
P
85+00
MAILBOX
MAILBOX
86+00
MAILBOX
87+00
88+00
89+00
DR.
CONCRETE DRIVEWAY
26
26
25
LO T
LO T
12" RCP
2" RCP 1
12" RCP
12" RCP
1 5" VCP 1 5" VCP
WATER VALVE
90+00
MANHOLE 23R2-112D
MANHOLE 23R2-192S
91+00
92+00
ASPHALT
ASPHALT
ASPHALT
PAVEMENT
PAVEMENT
PAVEMENT
WATER VALVE
MANHOLE 23R2-227S
93+00
94+00
23R2-089S
10' Widening Dedicated to Public Use PB 105 Pg 95
MAILBOX
5
UTILITY POLE
21" RCP
MANHOLE
23R3-186D
St. Louis County DB 11314 Pg 9
8" RCP 1 8" RCP 1
23R3-187D
PAVEMENT
DOUBLE CURB INLET
AREA INLET
UTILITY POLE
DOUBLE CURB INLET 23R2-105D
CURB INLET
TRAFFIC
FIRE HYDRANT
GUY WIRES
3
TRAFFIC PULLBOX
STREET INLET
ASPHALT
MANHOLE
DRIVEWAY
DRIVEWAY TELEPHONE PEDESTAL
CONCRETE RETAINING WALL TOPPED WITH ALUMINUM FENCE
TREE
WATER
UTILITY POLE
MODULAR BLOCK
STA XX+XX
RETAINING WALL
TELEPHONE
PBXX
TRAFFIC SIGNAL CONTROL BOX
OFF XX.XX
PLAT NO. 2 PB 105 PG 95
EX. CONDUIT (UIP)
Ì LOT 1 LOT 2
AMENDED PB 159 PG 88
415 &
PBXX OFF XX.XX PRELI MI NARY
ADD 2-F.O.C. (36 FIBERS)
Pgs 4 13
LN .
EX. CONDUIT (UIP)
STA XX+XX
5288
Ì
EX. CONDUIT (UIP)
OFF XX.XX
DB
ST .JOSEP H
OFF XX.XX
Ì
PBXX
50' W
PBXX
DIANA LEE ACRES
Ì
STA XX+XX
Ì
STA XX+XX
LOT 10
MANHOLE
PULLBOX
23R2-103D ASPHALT
12" RCP
CURB INLET CURB INLET 23R2-096D 23R3-185D
8" V CP
TELEPHONE PEDESTAL
GUY WIRES
TELEPHONE
PEDESTAL
Ì
TELEPHONE
23R2-108D
DND
23R2-102D
DIANA LEE ACRES
AMENDED PB 159 PG 88
CONCRETE WALK
j
Ì
GUY WIRES UTILITY POLE CURB INLET
VALVE
DIANA LEE ACRES
12" RCP
CONCRETE WALK
GUY WIRE
P RC
T
WATER VALVE
5" 1
GRATE INLET NO MSD ID
AREA
15" RCP
VALVE CHAIN LINK FENCE
CLEANOUT
LANDSCAPE
j
WATER
TREES
CONCRETE
23R2-107D
PAVEMENT
CONCRETE WALK
CONCRETE GUTTER
15" RCP
PAVEMENT
GUY WIRES
UTILITY POLE
UTILITY POLE
DOUBLE CURB INLET
15" RCP
CLEANOUT
GUY WIRES
SULPHUR 5SPRING RD.
UTILITY POLE
CONCRETE
P RC
CURB INLET 23R3-184D
FIRE
TREE
TRAFFIC PULLBOX
STREET INLET
St. Louis County TRAFFIC SIGNAL DB 11338 Pg 1103
St. Louis County DB 6364 Pg 1404
UTILITY POLE
UTILITY POLE
CONCRETE WALK
23R2-098D
TRIPLE CURB INLET 23R2-044D
SIGN
5
DB 6843 Pg 2481
TRAFFIC SIGNAL
j
LOT 11 LO T 12
5
CONCRETE
SHRUB LINE
HYDRANT
St. Louis County
SULPHUR SPRING RD.
UTILITY POLE
SIGN
CONCRETE DRIVEWAY
METER
" 12
TREE
ELECTRIC
AREA INLET 23R2-100D
T
CONCRETE WALK j
SIGNAL CONTROLLER (NEW) TERMINATE AND/OR FUSION
LOT 2
SPLICE AS DIRECTED BY
LOT 3
ENGINEER
CONNI E LEE ACRES ADDT. PB 66 PG 39
BLOCK 16
MANCHESTER HILLS PB 24 PG 46
BLOCK 17
CONDUIT (NEW)
Ì
.0 L OT 27 L OT 26
L E AL W ENC NG K F NI I I LN TA N RE AI E T CH RE TH C I N W CO D E PP TO
Ì
A V E. 8" VC P
23R2-121D MANHOLE
23R2-124D
1 8" RCP
96+00
97+00
98+00
MANHOLE
SULPHUR SPRING RD.
UTILITY POLE
DND
St. Louis County DB 11358 Pg 937
GUY WIRES
TRAFFIC
CONCRETE WALK
CURB INLET
23R2-141D
23R2-142D
DND
23R2-140D
VEW AY DRI
CONCRETE
VEW AY DRI
CONCRETE
GUARDRAIL
TY LI I UT
LE PO
Chainlink fence
UTILITY POLE
2" RCP 1
A
PT
A ST T
L OT 25 L OT 24
STA XX+XX PBXX
STA XX+XX
OFF XX.XX
PBXX OFF XX.XX 6 1 s l l k c Hi o r Bl t 6 se g 4 e h P c n a 4 2 M PB
EX. SIGNAL CONTROLLER AND BASE (UIP)
STA XX+XX PBXX OFF XX.XX
LE PO
RD YA
R TE WA E LV VA
MP LA T AL PH AS Y WA VE I DR
e enc K NF I L k n i N nl i A aI H h C C ' ' 6 6 E NC FE
PULLBOX
E OL NH D MA 48 1 R2 23
DR.
9 .0 27
LK WA
8" VCP
RD YA
MP LA
School Rd. 60'W PB 24 Pg 46 Un-Improved
Pa v e d Swa l e
TRAFFIC CONCRETE WALK
TE RE NC CO
WALK RETE CONC
CONCRETE WALK
EE TR
BLOCK 16
LA K ESID E
6" RCP
22
23 LO T
L AI DR AR GU
N AI CH
j
j
PULLBOX
AREA INLET
L=
8" VCP
100+00
TY LI I UT
CURB INLET STREET INLET
UTILITY POLE
23R2-117D
8" 1
GN SI
00' . 032 1 R= 27' 4. 41
j
12" RCP
PAVEMENT
23R2-125D
T AL PH AS NT ME VE PA
8" VCP
RCP
SULPHUR_14
PAVEMENT
N00°35'45"E 2792.87'
ASPHALT
RCP 8" 1
23R2-134D
99+00
ASPHALT
PAVEMENT
St. Louis County DB 7370 Pg 2484
12" RCP
ASPHALT
10 ST
CURB INLET
MANHOLE
95+00
3+
8" V C P MANHOLE
23R2-123D
LO T
99+12.82 STA PC
DOUBLE CURB INLET
St. Louis County DB 7370 Pg 2484
00 2+ 10
E OL NH S MA 49 1 R2 23
+00 101
23R2-190S
94+00
B A LLW IN
24
24 LO T
23
25 LOT
LOT
25
LOT
LOT
26 LOT
A V E.
Pg 46 PB 24
LO T 23 LO T 22
Z
50' W
23
OR CH A R D
24
Z
LO T
LO T
25
24
LOT
LO T
Z
LO T 26 LOT 25
26
27 LO T
LO T
PB 24 50' W
H ILLC R EST
Pg 46
8" VCP
OFF XX.XX
1 2" RCP
St. Louis County DB 7370 Pg 2484
T AL PH AS Y WA VE I DR
EE TR
ET NL I D RB 28 CU 1 R2 23
P RC
j
PBXX
23R2-148S CURB INLET
8" VCP
St. Louis County DB 7370 Pg 2484
CONCRETE WALK
MANHOLE SIGN
STA XX+XX
St. Louis County DB 7307 Pg 95
P
St. Louis County DB 7311 Pg 2461
RC
RC P
y t oun 1 17 sC oui Pg 2 .L St 53 1 1 1 DB
GN SI
C FI AF TR BOX LL PU
SUPPLY (UIP)
MANCHESTER HILLS PB 24 PG 46 j
1 2"
P RC
LE PO
"W 35 ' 26
23R2-122D
TY LI I UT
CURVE
23R2-116D
MANHOLE
23R2-120D
DRIVEWAY
UR DND PH L SU
MoDOT POWER
P RC
EE TR
. RD NG 5 RI SP
C FI X AF TR LBO L PU
LK WA
L OT 26 L OT 25
RE I W
NK LI
E NC FE
T t H h G g U ou O E r e T t WR A W a G NG on O r I R I
E NC nce Fe K FE nk LI N i nl ai N Ch HAI 6' C 6' j
STREET INLET
CONCRETE RETAINING WALL NUM FENCE UMI TH AL TOPPED WI
GUY WIRE
CONCRETE RETAINING WALL NK FENCE I N L TH CHAI TOPPED WI
CHAIN LINK FENCE
WATER UTILITY POLE
VALVE WATER
RD. SP R IN G
V ac.P B A lley
LOT 17 LOT 16
317 P g 62
317 P g 62
LOT 15 LOT 14
LOT 2 LOT 3
RD.
LOT 15
LOT 1 LOT 2
LOT 18 LOT 17
LOT 16 LOT 15
DESIGNED:
E. NKETAH DRAWN:
E. NKETAH
P g 12
LOT 3
LOT 16
B
LOT 16
LOT 2
LOT 16
4
LOT 17
Block 11
TERN S WES D' L RTO K BA C FREDERI TER HES C N N TO MA O TI DDI A PB 4 PG 12 ) s d r o c e yr t n u o rC me r o yf t i C (
LOT 17
PB 4 PG 12 (City former County records)
V ac.P B
TERN S WES D' L RTO K BA C FREDERI ADDITION TO MANCHESTER PB 4 PG 12 (City former County records)
(City former County records)
ADDITION TO MANCHESTER
A lley
Block 11
LOT 1 LOT 2
FREDERICK BARTOLD'S WESTERN
Resubdivision Lots 1 - 6 Block 9 Frederick Bartold's Western Addition To Manchester PB 331 Pg 72
(20'W ) P B
EX. CONDUIT (UIP)
Block 9 Frederick Bartold's Western Addition To Manchester PB 4 Pg 12
Block 10
First St.V ac.P
ASPHALT PAVEMENT
317 P g 62
VALVE
LL WA E NC NG FE NI I TA NK LI RE N AI TE RE CH NC TH CO WI ED P P TO
CEMETERY
GUTTER
CEMETERY
CONCRETE
23R2-118D
UTILITY POLE
SU LP H U R
FIRE HYDRANT
OLD
VALVE
CURB INLET
5
A LL EY
WATER
12" RCP
STREET INLET
317 P g 62
5
DB 11314 Pg 4
GUY WIRES
M A N CH ESTER
St. Louis SIGN County
Secon d St. V ac.P B
T
GUY WIRE
DND
DND TE RE NC CO
LE PO
Y GU
" 30 E OL NH D MA 44 1 R2 23
7° S6
MANHOLE
AREA INLET
CONCRETE
24" RCP
00 4+ 10
P RC
P
PAVEMENT
CONCRETE WALK
DRIVEWAY
P RC
TY LI I UT
5
4
j
RCP 2" 1
12" RCP
CONCRETE
DRIVEWAY
E OL NH D MA 27 1 R2 23
T AL PH AS NT ME VE PA
GN SI
ET NL I D RB 26 CU 1 R2 23
00 3+ 10
E OL NH D MA 46 1 R2 23
j
RCP 2" 1
j
j
CONCRETE WALK
CONCRETE
" 18 R TE WA E LV VA
ET NL I D RB 43 CU 1 R2 23
"W 25 ' 33 2° N2
E OL NH 49D MA 2-1 R 23
4
" 30 ET RE ST ET NL I
VC
PAVEMENT
CONCRETE
j
P
CONCRETE
WATER VALVE
LE PO
LK WA
P
NG RI SP
R U H LP SU
T AL T PH EN AS EM AV
' 00 7. 30
GN SI
" 24
"W 30 ' 10 1° S7
SIGN
AREA INLET
WATER VALVE
j
RC 12"
SHRUBS
MODULAR BLOCK RETAINING WALL
TY LI I UT
UT NO EA CL
TE RE NC CO
S EE TR
j
STEPS WITH ALUMINUM HAND RAILS
P RC
23R2-129D
S EE TR
Ì
" 24 " 18
CURB INLET
STREET I NL ET
23R2-119D
R TE WA E LV VA
MODULAR BLOCK RETAINING WALL
CHAIN LINK FENCE
TREE
EE TR
Ì
CHAIN LINK FENCE
SIGN
EX. CONDUIT (UIP)
6" RCP
Ì
Ì
6" RCP
DRI VEW AY
CONCRETE RETAINING WALL NUM FENCE UMI TH AL TOPPED WI
Ì
Ì
L OT 21 L OT 20
8" VCP
MODULAR BLOCK RETAINING WALL
Ì
Ì
ET NL I E D AT 47 1 GR R2 23
P RC
TE RE T NC N CO EME V PA
00 5+ 10
" 30
Ì
OFF XX.XX
CONCRETE
MATCHLI NE STA.94+00
B LV D .
P
Ì
PBXX CHAIN LINK FENCE
" 24 ET NL I D RB 45 CU 1 R2 23
8"
Ì
Ì
MANCHESTER HILLS PB 24 PG 46
j
STA XX+XX
L OT 1 7 L OT 1 8
"W 35 ' 26
Ì
Ì
E NC FE
7° S6
Ì
N AI CH
Ì
NK LI
BLOCK 18
BLOCK 19
MANCHESTER HILLS PB 24 PG 46
6+
RC
Ì
L OT 22 L OT 21
10 00 6+ 10
GN SI
DND
. RD
SULPHUR SPRI NG ROAD RESURFACI NG
POWER SUPPLY
MANCHESTER HILLS PB 24 PG 46
j
CONDUIT (EXISTING)
K AL W
" 12
POWER SOURCE (EXISTING)
TE RE NC CO
End Basel i ne
L OT 1 6 L OT 1 7
Ì
DND 1
RC P
ITS PULL BOX (NEW) - COUNTY
GN SI
30"
6
CONTROLLER (NEW) - COUNTY
Ì
EX. CONDUIT (UIP)
PO
3
L OT 23 L OT 22
L E AL W ENC F
NG K NI I I LN TA N RE AI TE CH RE TH NC WI CO D E PP TO TE RE NC R CO TE T GU
LA K ESID E
L OT 29 L OT 28
GN SI
34
DR.
PULL BOX (EXISTING) - COUNTY
L OT 28 L OT 27
2
4
j
9
PULL BOX (EXISTING) - MoDOT
5
CONTROLLER (EXISTING) - COUNTY
5
TRA N SPO RTA TIO N
j
2
4
CONTROLLER (EXISTING) - MoDOT
OFF XX.XX
Ì
PU BLIC W O RK S
j
j
ITS INTERCONNECT LEGEND
L OT 29 L OT 28
( 636) 519. 0990 - LI C.NO.2002006608
STA XX+XX PBXX
EX. CONDUIT (UIP) 1
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
2/1/2023
BLO CK 18
j
L OT 30 L OT 29
DATE:
I TS I NTERCONNECT PLAN SHEET ( 4 OF 4)
j
CONCRETE WALK
MANHOLE 23R2-097D
TELEPHONE MANHOLE
18" RCP P RC 15"
10' Widening Dedicated to Public Use PB 159 Pg 88
UTILITY POLE
CURB INLET
TRAFFIC PULLBOX
NOT FOR
10' Widening Dedicated to Public Use PB 111 Pg 1
DESCRI PTI ON
27
LO T
28 LOT
LO T 28 LOT 27
29 LOT
LOT
Pg 46 PB 24 50' W
DRIVEWAY
12" RCP
MANHOLE 23R2-193S
GAS VALVE
CONCRETE
DRIVEWAY
CONSTRUCTI ON
MANHOLE
MAILBOX
12"
C
84+00
TREE
CONCRETE
CONCRETE WALK
24R3-109D
PAVEMENT
12" RCP
SIGN
P
83+00
RC
MANHOLE 23R3-088S
82+00
18" VCP
DRIVEWAY
j
V
MAILBOX
SULPHUR SPRING RD.
18" VCP
CURB INLET 12" RCP 23R2-104D
CONCRETE
DOUBLE CURB INLET
ASPHALT MANHOLE 23R2-194S
" 18
8 "
1 5" VCP
8" VCP 1
TREE
j
18" VCP
j
18" VCP
TREE
SIGN
CONCRETE WALK
CONCRETE WALK DOUBLE CURB INLET 23R2-099D
MANHOLE 23R3-106D TREE LINE
TREE LINE
j
j
j
SIGN
CONCRETE WALK
CONCRETE WALK
UTILITY POLE
GUY WIRES
REVI SI ONS
DRIVEWAY
DRI V EW AY
CONCRETE
DRIVEWAY
YARD LAMP
6" RC P
CONCRETE
DRIVEWAY
BOLLARD
TREE
jj
CONCRETE
RETAINING WALL
6" RCP
TRAFFIC PULLBOX
j
j
j
VALVE
MODULAR BLOCK
MODULAR BLOCK RETAINING WALL
CLEANOUT
CLEANOUT
MANHOLE 23R2-045D
D RI VEW AY
TRAFFIC PULLBOX
WATER
SCALE: 1" = 50'
CLEANOUT
TREE
TREE
SCALE IN FEET
CO NCRETE
SHRUB LINE
TRAFFIC SIGNAL
GAS VALVE
CO NCRETE
TRAFFIC SIGNAL
TE RE Y NC W A CO V E I DR
TREE
EX. CONDUIT (UIP)
LANDSCAPE AREA
BRUSH LINE
DRIVEWAY
Ì
APP.
CONCRETE
SHRUB LINE
Ì
6" RCP
TREE
CHAIN LINK FENCE
METER
Ì
BY
WATER
150
100
REV.DATE
DRIVEWAY
50
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
CONCRETE
Ì
P
Ì
Ì
0
6" RC
18" RCP
BRUSH LINE
L OT 25 L OT 26
BLOCK 20
MANCHESTER HILLS PB 24 PG 46
MATCHLI NE STA.94+00
Ì
ST .LA W R EN CE
Ì
BLOCK 21
CREWS - KRICKHAHN BOUNDARY ADJUSTMENT PLAT PB 353 PG 1007
PB 74 PG 7
Ì
j
MATCHLI NE STA.82+00
Ì
WINSTON PARK
ADJUSTED PARCEL 1
CREWS - KRICKHAHN PB 348 PG 136
LLS MANCHESTER HI PB 24 PG 46
Ì
ADJUSTED LOT A
ADD 2-F.O.C. (36 FIBERS)
007 PB 353 PG 1
ADJUSTED PARCEL 2
Ì
CKHAHN CREWS -KRI BOUNDARY ADJUSTMENT PLAT
EX. CONDUIT (UIP)
Ì
Z
Ì
23R, 24R
CHECKED:
D. SHANE SEE LAST PAGE FOR ITS
SHEET SEQUENCE:
INTERCONNECT QUANTITIES
51OF 52
I TS I NTERCONNECT QUANTI TY SHEET ( 1 OF 1)
SULPHUR SPRI NG ROAD RESURFACI NG
PU BLIC W O RK S
TRA N SPO RTA TIO N ( 636) 519. 0990 - LI C.NO.2002006608
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
CONSTRUCTI ON
NOT FOR
PRELI MI NARY
REV.DATE
BY
DESCRI PTI ON
REVI SI ONS APP.
ITS INTERCONNECT QUANTITIES SHEET
DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey
COUNTY PROJECT NO.
AR-1826
FEDERAL PROJECT NO.
STP-9901(659)
E-W GATEWAY TIP NO.
7124D-22
MSD:
MSD BASE MAP:
23R, 24R
INTENTIONALLY LEFT BLANK
DATE:
2/1/2023
DESIGNED:
E. NKETAH
DRAWN:
E. NKETAH
CHECKED:
D. SHANE
SHEET SEQUENCE:
52 OF 52