COUNTY PROJECT NO.
AR-1745 FEDERAL PROJECT NO.
STP-4900(642)
PRELIMINARY PLANS FOR
E-W GATEWAY TIP NO.
6963I-23 MSD:
REDMAN ROAD RESURFACING
MSD BASE MAP:
REVI SI ONS
INDEX OF SHEETS
SYMBOLOGY
RIGHT-OF-WAY NEW
P L
S LA
UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS E-ELECTRIC
RA DE LA
CONSTRUCTION LIMITS
FOX HALL LN
LD
R
P.R.I.M.U.S.S.E.
AND SEWER EASEMENT PERMANENT RETAINING WALL EASEMENT
P.R.W.E.
TO BE REMOVED
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
USE IN PLACE
(U.I.P.)
(A.T.G.B.O.)
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
PROJECT SPECIFIC INFORMATION
PROJECT BENCHMARKS:
DESIGN CRITERIA
LENGTH OF PROJECT
MSD CERTIFICATION
REDMAN RD:
2028
CURRENT ADT (2018):
6970
APPARENT LENGTH
9015.00
FEET
DESIGN ADT (2028):
7320
EQUATIONS AND EXCEPTIONS
0
FEET
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
9015.00
FEET
DIRECTIONAL DISTRIBUTION (D) =
52.5%
TRUCK PERCENTAGE (T) =
<5%
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
OLD HALLS FERRY RD: MINOR ARTERIAL
DESIGN YEAR:
2028
1050 N. LINDBERGH BLVD
PUBLIC WORKS
ST. LOUIS, MISSOURI 63132
END OF PROJECT
STA.
91+15.00
12716
DESIGN ADT (2028):
13367
DIRECTIONAL DISTRIBUTION (D) =
52.5%
TRUCK PERCENTAGE (T) =
<5%
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
UNLESS OTHERWISE NOTED, ALL WORK ON THIS PROJECT SHALL BE COVERED BY THE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. LOUIS COUNTY STANDARD DRAWINGS.
PROJECT ELEVATIONS ARE RELATED TO NAVD88. ADD 0.35' TO THE PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29. ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
OLD HALLS FERRY RD: BEGINNING OF PROJECT
STA.
107+11.57
END OF PROJECT
STA.
116+8.57 897.00
FEET
0
FEET
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
897.00
FEET
EQUATIONS AND EXCEPTIONS
PROJECT LOCATION REDMAN AVE PARKERRD
NOT TO SCALE
OLD HALLS FERRY RD
270
STATE LENGTH
1.88
MILES
SIGNED P.E.
FEDERAL LENGTH
1.88
MILES
DATE
367
RD
TRANSPORTATION
DESIGN DIVISION
1+00.00
Y ERR LS F HAL
CURRENT ADT (2018):
ST. LOUIS COUNTY, MISSOURI TRANSPORTATION/PUBLIC WORKS
STA.
APPARENT LENGTH
FUNCTIONAL CLASSIFICATION:
STANDARD SPECIFICATIONS
DEPARTMENT OF
BEGINNING OF PROJECT
67
RD
DESIGN YEAR:
N
Y
MAJOR COLLECTOR
RR FE
5223: NAVD88(SLC2011a) Elev = 583.79 FtUS Cut "U" on the top east side of the concrete base of a traffic signal mast situated on a traffic island southeast of Parker Road and Benham Road and north of a U-turn lane from northbound Lusher road onto southbound Benham Road underneath the bridge for Lewis and Clark Boulevard (Highway 367) over Parker Road; roughly 50 feet south of the centerline of Parker Road, 37 feet east of the centerline of Benham Road, and 19 feet west of the elevated west edge of Highway 367 overpass bridge.
FUNCTIONAL CLASSIFICATION:
S LL HA
5240: NAVD88(SLC2011a) Elev = 511.05 FtUS Cut square on the top southernmost corner of the concrete base for raised metal traffic signal control box situated north of the intersection of New Halls Ferry Road and Netherton Drive; roughly 15 feet east of a traffic signal mast with signal arm controlling traffic northwest bound along New Halls Ferry Road, 28 feet northwest of the centerline of Netherton Drive, and 19 feet southwest of a manhole in the sidewalk along the northwest side of Netherton Drive.
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.
W NE
REDMAN RD:
LOCATOR MAP
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
UTILITY NOTE 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.
RESURFACI NG
(A.T.G)
TRA N SPO RTA TIO N
NOT TO SCALE
(T.B.R.&R.B.O.)
ADJUST TO GRADE BY OTHERS
c Copyri ght CMT,I nc.
(T.B.R.&R.)
TO BE REMOVED AND REPLACED BY OTHERS ADJUST TO GRADE
LANDSEER DR
8/25/2022
REDM AN ROAD
TO BE REMOVED AND REPLACED
T EC J O 7 PR 1 5 N I 1. + G 0 7 E B 1 A. ST
DATE:
PU BLIC W O RK S
N A M D E R
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY SIDEWALK
SIGNAL SHEETS
TI TLE AND I NDEX SHEET
P.R.I.M.U.E.
MAINTENANCE AND UTILITY EASEMENT
22-24
- 000631
PERMANENT ROADWAY IMPROVEMENT,
PLAN SHEETS
STONYM ONT DR
P.F.E.
3-21
N
E V A JERRI ES LN
PERMANENT FOOTING EASEMENT
T EC J O 7 R 8 5 D P1 +. 6 N E 1 A. ST
D
P.T.S.E.
E
PERMANENT TRAFFIC SIGNAL EASEMENT
TI C
T.S.C.L.
E N
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
D
P.S.E.
R
PERMANENT SIDEWALK EASEMENT
Y
P.D.E.
R
PERMANENT DRAINAGE EASEMENT
P R
SIGN
BRI STOL ROCK RD
RAILROAD
LATONKA TRAI L
R FE
BEGI N PROJECT STA.1+00. 00
S LL A
GUARDRAIL
TYPICAL SECTIONS
DR
H
FENCE (DESIGNATE TYPE)
2
CORPORATI ON
TREE/VEGETATION LINE
367
TITLE AND INDEX SHEET
ENGI NEERI NG
O
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
1
W FLORI SSANT AVE
W-WATER
DESCRIPTION
PRELI MI NARY NOT FOR CONSTRUCTI ON
PROPERTY LINE
CT JE 0 RO 5. 0 1 DP EN .91+ A ST
RIGHT-OF-WAY EXISTING
SHEET NO.
CRAW FORD,MURPHY & TI LLY,I NC. ONE MEMORI AL DRI VE,SUI TE 500 ST.LOUI S,MO 63102 (314) 436-5500
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 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
FEDERAL PROJECT NO. STP-4900(642)
APP.
ST. LOUIS COUNTY PROJECT NO. AR-1745
DESCRI PTI ON
09G & 09F
DESIGNED:
M.S.D. P-NUMBER:
C. MCKEE
APPROVED: DRAWN:
M.S.D. BASE MAP:
C.MCKEE
Stephanie Leon Streeter, P.E. Director
REVIEW ENGINEER: APPROVAL DATE:
CHECKED:
B.EADS
DATE:
SHEET SEQUENCE:
1
OF
24