COUNTY PROJECT NO.
AR-1743 FEDERAL PROJECT NO.
STP-5538(603) E-W GATEWAY TIP NO.
6905J-22
PRELIMINARY PLANS FOR
MSD:
MSD BASE MAP:
REVI SI ONS
ST. LOUIS COUNTY PROJECT NO. AR-1743
E-ELECTRIC
ED
CONSTRUCTION LIMITS TREE OR SHRUB (DESIGNATE DIA. & TYPE)
AD ST UR NH
3-11
PLAN SHEETS
12-19
INTERSECTION CURB RAMP DETAILS
-----
TRAFFIC CONTROL (7 SHEETS, NOT NUMBERED)
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
USE IN PLACE
(U.I.P.)
TO BE REMOVED AND REPLACED
(T.B.R.&R.)
ADJUST TO GRADE
(T.B.R.&R.B.O.)
IV E DR ST RE NC
C WEIDMAN ROAD L
(A.T.G)
ADJUST TO GRADE BY OTHERS
(A.T.G.B.O.)
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
D R IV E
TO BE REMOVED AND REPLACED BY OTHERS
BEGIN PROJECT STA. 329+29.15
NOT TO SCALE
PROJECT SPECIFIC INFORMATION
DESIGN CRITERIA
LENGTH OF PROJECT
MSD CERTIFICATION
LOCATOR MAP N
FUNCTIONAL CLASSIFICATION:
URBAN COLLECTOR
Saint Louis County Benchmark No. 13115
DESIGN YEAR:
2028
NAVD88(SLC2011a) Elev = 477.18 FtUS (or) 145.445 Meter
11,910 (2028)
DIRECTIONAL DISTRIBUTION (D) =
50%
TRUCK PERCENTAGE (T) =
10%
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
Saint Louis County Benchmark No. 13337 NAVD88(SLC2011a) Elev = 470.54 FtUS (or) 143.421 Meter “O”in “OPEN”on fire hydrant at southwest corner of Wyncrest Drive and Consort Drive. Saint Louis County Benchmark No. 13341 NAVD88(SLC2011a) Elev = 495.04 FtUS (or) 150.890 Meter Cut “L”on northwest corner of concrete base for traffic signal control box at the northeast corner of Weidman Road and
BEGINNING OF PROJECT
STA.
329+29.15
APPARENT LENGTH
3,974.58
FEET
279.00
FEET
TOTAL CORRECTIONS
279.00
FEET
NET LENGTH OF PROJECT
3,695.58
FEET
EQUATIONS AND EXCEPTIONS EXISTING BRIDGE STA. 350+16 TO STA. 352+95
PROJECT NO. AR-1743 STP-5538(603)
N.T.S.
ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
B A X T E R
the main entrance to Queeny Park, situated above the east edge of sidewalk along the east side of Weidman Road, roughly 32 feet east of the centerline of Weidman Road and 79 feet north of the west bull nose end of the median island containing the Queeny Park entrance sign in the centerline of Queeny Park entrance road.
D
11,330 (2018)
DESIGN ADT (YEAR):
369+03.73
R AN
CURRENT ADT (YEAR):
west bank of Grand Glaize Creek along Wickstead Road 0.2 mile west of Weidman Road.
STA.
DM I WE
RM 109 FEMA PANEL 276; “Standard Tablet”stamped 8 GEU 1974 set in bedrock, 112’ south of low water bridge on
END OF PROJECT
R D
Conversion from (NAVD88 SLC2011a) to NGVD29: Add 0.27 FTUS to project elevations to relate the project to NGVD29 elevations.
FEDERAL LENGTH
0.753
MILES
DATE
SULPHUR SPRI NG RD
MILES
O
0.753
MANCHESTER RD
M
STATE LENGTH
SIGNED P.E.
41 -1
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF TRANSPORTATION/PUBLIC WORKS
TRANSPORTATION DESIGN DIVISION 1050 N. LINDBERGH BLVD
PUBLIC WORKS
ST. LOUIS, MISSOURI 63132
STANDARD SPECIFICATIONS
UTILITY NOTE
UNLESS OTHERWISE NOTED, ALL WORK ON THIS PROJECT SHALL BE COVERED BY THE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, AND BY APPLICABLE ST. LOUIS COUNTY STANDARD DRAWINGS.
UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS: AND, THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.
TI TLE AND I NDEX SHEET
AR-1743.
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.
ARS RESURFACI NG
WEIDMAN ROAD
W EI DM AN ROAD
The following published NAVD88(SLC2011a) benchmarks were utilized to establish elevations for Weidman Road
WEIDMAN ROAD
HENRY RD
PROJECT BENCHMARK NOTE:
St ephani e Leon St r eet er ,P. E. Act i ng Di r ect or
TO BE REMOVED
PU BLIC W O RK S
P.R.W.E.
W ISSM A N N
PERMANENT RETAINING WALL EASEMENT
Phone 3143943100
P.R.I.M.U.S.S.E.
AND SEWER EASEMENT
13523 Barret tParkway Dr. ,Sui t e 250
MAINTENANCE AND UTILITY SIDEWALK
TRA N SPO RTA TIO N
PERMANENT ROADWAY IMPROVEMENT,
11/12/2021
WY
P.R.I.M.U.E.
IV E
MAINTENANCE AND UTILITY EASEMENT
DR
PERMANENT ROADWAY IMPROVEMENT,
DATE:
ST
P.F.E.
RE
PERMANENT FOOTING EASEMENT
NC
P.T.S.E.
WY
PERMANENT TRAFFIC SIGNAL EASEMENT
N
T.S.C.L.
MATCHLI NE STA.349+00 SEE ABOVE
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
Mi ssouriCert i f i cat e ofAut hori t y:001578
P.S.E.
VE
PERMANENT SIDEWALK EASEMENT
TYPICAL SECTIONS
HA
P.D.E.
RO
RO
SIGN PERMANENT DRAINAGE EASEMENT
ST E
RAILROAD
WI CK
GUARDRAIL
STOP CONSTRUCTION STA. 350+16 (BEGINING OF BRIDGE DECK)
AD
C WEIDMAN ROAD L
TU R TL E
FENCE (DESIGNATE TYPE)
AD
CO V E
TREE/VEGETATION LINE
2
St .Loui s,MO 63021
W-WATER
TITLE AND INDEX SHEET
PRELI MI NARY NOT FOR CONSTRUCTI ON
T-TELEPHONE/CATV G-GAS
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
UNDERGROUND UTILITY (TYPE SPECIFIED)
MATCHLI NE STA.349+00 SEE BELOW
P L
PROPERTY LINE
M A SO N P LA CE
END PROJECT STA. 369+03.73
RIGHT-OF-WAY EXISTING
SHEET NO. DESCRIPTION RESUME CONSTRUCTION STA. 352+95 (END OF BRIDGE DECK)
TH OM A S
SYMBOLOGY
RIGHT-OF-WAY NEW
INDEX OF SHEETS
GA R CO UN M TY
DESCRIPTION
PROJECT LIMITS QU E P A EN Y RK
GENERAL LEGEND
REV.DATE
BY
FEDERAL PROJECT NO. STP-5538(603)
APP.
WEIDMAN ROAD ARS RESURFACING
DESCRI PTI ON
22Q
DESIGNED:
M.S.D. P-NUMBER:
J.P.H.
APPROVED:
M.S.D. BASE MAP:
DRAWN:
22Q
Stephanie Leon Streeter, P.E. Acting Director
REVIEW ENGINEER: APPROVAL DATE:
J.A.A. CHECKED:
M.A.B.
DATE:
SHEET SEQUENCE:
1 OF 19
Z:\21027 St Louis Co Weidman\DGN\Design\Prelim\Plotsheets\001-1743x-S-RD-01-TITLE SHEET.dgn
1:02:41 PM
11/12/2021