COUNTY PROJECT NO.
AR-1828 FEDERAL PROJECT NO.
STP-9901(660)
PRELIMINARY PLANS WOODSON ROAD RESURFACING ST. LOUIS COUNTY PROJECT NO. AR-1828 FEDERAL PROJECT NO. STP-9901(660)
E-W GATEWAY TIP NO.
7124F-22 MSD:
MSD BASE MAP:
INDEX OF SHEETS
SYMBOLOGY
RIGHT-OF-WAY NEW
SHEET
RIGHT-OF-WAY EXISTING
NUMBER
P L
O R
12+50.00
N E
END
Ì
VC P " 24
STA. 43+89.93
EXCEPTION
CENTRAL CTR
Ì
C V P
P VC 8"
P R C " 2
" 42
Ì
VC P
P RC
RC P P V C
P
8 "
RC
P RC
P RC
15 "
P
V C
Ì
C P
1
R C
2 "
P
R
20 "
VC P
Ì
" 12
P RC
P RC
" 21
P VC
P RC
12 "
DESCRI PTI ON APP.
RC P
Ì
Ì
" 21
P RC
Ì
Ì
P VC
P VC
Ì
P RC
1 5 "
R
C P
" 12
" 15
" 15
P RC
P
" 21
RC P
R C P
" 12
RC
Ì 21 "
VC P
N SO OD WO
Ì
Ì
"
20" VCP 15" VC P
15 "
BROWN ROAD CROSS SECTIONS
Ì
12
21" RCP VC P
Ì 8 4 "
SIGNAL PLAN SHEETS
Ì
Ì
Ì
P RC
" 21
RCP
Ì RCP
15 "
P C R " 2 1
"
Ì Ì
RC P
P RC
P VC
P VC
"
P C
VC P
R C P
8
1
VCP
24 "
12
V
20 "
Ì
" 18
12 "
"
AD RO
VC P
VC P
R C P
CURB RAMP DETAILS
26-31 32-33
18"
VC P
P RC
" 12
VC P
" 21 1 15 "
Ì
RC P
12 "
VC P
VC P 8"
2
" 18
20 "
T.S.C.L.
Ì
8" VCP
Ì
15" RCP
VC P
INTERSECTION DETAIL
18-25 Ì
15" R C P
VC P
15 "
ROADWAY PLAN SHEETS
17
Ì
8" VCP
P VC
P RC
" 21
Ì
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
" 18
" 18
" 21
7 2 "
MSD NOTES
9-16
Ì
15" R C P
" 21
0 -17 I
60" RC P
15 "
STA. 19+67.17
Ì
ALIGNMENT INFORMATION SHEET
8
24 " RC P
Ì
Ì
TYPICAL SECTIONS
7
Ì
RC P
P
Ì
RC P
PE RM .M CI AI TY NT .E OF BK SM OV ' T. 1 40 ER 45 LAN PG D 1 1 62
P.S.E.
RC P
24 "
Ì
Ì
PERMANENT SIDEWALK EASEMENT
12 "
TITLE AND INDEX SHEET
RC
Ì
P RC
24 "
P C
15 "
" 12
Ì
P VC
24 "
RCP 12"
EXCEPTION
V
VC P
RC P
V CP
P RC
END
"
15 "
18" RCP
Ì RCP 42"
RCP 12" " 24
5 1
VC P
RC P
Ì
P RC
" 5 1
18 "
8"V CP
12 "
P C V
15 "
RCP
" 96
" 8
1 2"
RCP 42" P VC 8"
V CP
P VC
42"
" 21
P.D.E
SOUTHERN SB
8"VCP
RC P
8"
PERMANENT DRAINAGE EASEMENT
P VC 8"
24 "
STA. 18+74.27
Ì
Ì
SOUTHERN CTR CENTRAL SB
24" RCP
Ì
Ì
NORTHERN CTR
P RC
P RC
Ì
SIGN
P RC
NORTHERN SB
" 24
" 24
Ì
RAILROAD
Ì
SOUTHERN NB CENTRAL NB NORTHERN NB
42"
BEGIN
Ì
CP "V 42
96"
EXCEPTION
18"
Ì
Ì
RCP
E
BEGIN
P A G
FENCE (DESIGNATE TYPE) GUARDRAIL
STA. 44+81.75
E AC PL
D A
TREE/VEGETATION LINE
EXCEPTION
A V
O R
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
ND LA
W
CONSTRUCTION LIMITS
DESCRIPTION
1 2-6
NOT FOR
BEGIN STA.
MP KE
B
UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS W-WATER E-ELECTRIC
PRELI MI NARY
PROPERTY LINE
CONSTRUCTI ON
DESCRIPTION
PROJECT LIMITS
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 li m it ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bilit yf orall ot 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
16K, 16L
" 12
" 12
P
8"
C R 8
"
VC P
P.T.S.E.
1
RC P
8"
END STA.
VC
VC P
" 15
VC P
RC P
C P
P
R "
" 12
RC P
P
VC
29
P VC V CP
36 "
27" RCP
" 15
" 2 1
DATE:
8"
P VC
P RC
Ì
VCP 21"
8"
P G
" 21
RCP
27" RCP
P C R
12"
VC P
" 20
2 2
52+12.27
RC
1 2
"
P RC
Ì
21 "
VC P
5 'ES M
' T.
PB
Ì
15
15" RCP
RC P
27" RCP 15 "
27" RCP
P.F.E.
P RC
8"
3 10 3
20 " 24 "
" 12
V EA B ACA SE K 170 T M E 76 ED NT PG BOO PB 2 10 K 1 1 P 3 9 773 G 4 & 4 6 B P & K A 4 17 GE 7 01 1 25 P G 94
Ì
Ì
Ì 18
"
VC
P
3 6 "
R C P VCP 21"
P C R
4/17/2023
" 8 1
Ì
3 6 "
R C P
P
Ì
P.R.I.M.U.S.S.E.
PERMANENT RETAINING WALL EASEMENT
P.R.W.E.
TO BE REMOVED
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
EL EC . ES M ' T BK
2 8 93 P G 5 5
15' MSD SEWER EASEMENT
USE IN PLACE
N
BK 11912 PG 1130
(U.I.P.)
TO BE REMOVED AND REPLACED
(T.B.R.&R.)
TO BE REMOVED AND REPLACED BY OTHERS ADJUST TO GRADE
(T.B.R.&R.B.O.) (A.T.G)
ADJUST TO GRADE BY OTHERS
(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
NOT TO SCALE
LOCATOR MAP N
2030
CURRENT AADT (YEAR):
11,700 (2013)
DESIGN AADT (YEAR):
12,740 (2030)
DIRECTIONAL DISTRIBUTION (D) =
N/A
TRUCK PERCENTAGE (T) =
N/A
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
END OF PROJECT
STA.
52+12.27
BEGINNING OF PROJECT
STA.
12+50.00
APPARENT LENGTH
3962.27
FEET
184.72
FEET
TOTAL CORRECTIONS
0.00
FEET
NET LENGTH OF PROJECT
3777.55
FEET
EQUATIONS AND EXCEPTIONS
PROJECT LOCATION
ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
170
D
STATE LENGTH
0.72
MILES
SIGNED P.E.
FEDERAL LENGTH
0.72
MILES
DATE
340
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
STANDARD SPECIFICATIONS
ST. LOUIS COUNTY, MISSOURI
TRANSPORTATION
DEPARTMENT OF
UNLESS OTHERWISE NOTED, ALL WORK ON
TRANSPORTATION/PUBLIC WORKS
THISPROJECT SHALL BE COVERED BY THE ST. LOUIS
RECORDS: AND, THEREFORE THEIR LOCATIONS MUST
COUNTY STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND BY APPLICABLE ST.
BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS
LOUIS COUNTY STANDARD DRAWINGS.
PRESENTLY NOT KNOWN OR SHOWN. IT IS THE
DESIGN DIVISION 1050 N. LINDBERGH BLVD
PUBLIC WORKS
UTILITY NOTE UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
ST. LOUIS, MISSOURI 63132
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
W OODSON ROAD
FUNCTIONAL CLASSIFICATION:
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.
PU BLIC W O RK S
"
VC
Ì
16020 SW I NGLEY RI DGE RD. ,STE.205,CHESTERFI ELD,M 0 63017
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY SIDEWALK AND SEWER EASEMENT
Ì
P.R.I.M.U.E.
18
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT
Ì
( 636) 519. 0990 - LI C.NO.2002006608
PERMANENT FOOTING EASEMENT
P VC
P
24 "
8"
PERMANENT TRAFFIC SIGNAL EASEMENT
P RC
P RC
VC P V CP
20 "
15 "
DESIGNED:
M.S.D. P-NUMBER:
E. BURKART
APPROVED: M.S.D. BASE MAP:
DRAWN:
16K, 16L Stephanie Leon Streeter, P.E. Acting Director
REVIEW ENGINEER: APPROVAL DATE:
S. SABO CHECKED:
J. DOHRMANN
DATE:
SHEET SEQUENCE:
1OF 33