COUNTY PROJECT NO.
AR-1518
CONSTRUCTION PLANS
FEDERAL PROJECT NO.
STP-4900(640) E-W GATEWAY TIP NO.
6905C-20
FOR THE REPLACEMENT OF
MSD:
20MSD-00355 MSD BASE MAP:
REVI SI ONS
ST. LOUIS COUNTY PROJECT NO. AR-1518 PROJECT LIMITS
SYMBOLOGY
RIGHT-OF-WAY NEW
GNAL C SI BER OPTI TS OF FI MI I L PHASE 3) ( N O I T C U R T S N O C T NTERCONNEC I
RIGHT-OF-WAY EXISTING
DGE TS OF BRI MI I L AND ROADWAY ON CONSTRUCTI )AND PHASE 1 ( PHASE 3) (
P L
UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS E-ELECTRIC
TREE/VEGETATION LINE FENCE (DESIGNATE TYPE) GUARDRAIL RAILROAD SIGN 25 +0 0
P.T.S.E.
PERMANENT TRAFFIC SIGNAL EASEMENT
PERMANENT FOOTING EASEMENT
PROJECT LIMITS
DETOUR PLAN
12
EROSION CONTROL & TRAFFIC SAFETY FEATURES
13-55
BRIDGE SHEETS
56-63
CROSS SECTIONS MIDWEST GUARDRAIL SYSTEM (SHEETS 1-8 OF 8) MIDWEST GUARDRAIL SYSTEM VERTICAL BARRIER TRANSITIONS (SHEETS 1-6 OF 6) TEMPORARY CONTROL TRAFFIC DEVICES (SHEETS 1-8 OF 9) PERMANENT CONCRETE TRAFFIC BARRIER (SHEET 1 OF 11) TEMPORARY EROSION CONTROL MEASURES (SHEET 1-6 OF 6) ST. LOUIS COUNTY DOT TRAFFIC CONTROL SHEETS (SHEETS 1-7 OF 7)
MSD STANDARD PLAN NOTES 0 +0 36
0 +0 35
28 +0 0
0 34+0
RAIL GUARD
29+ 00
GUARD RAIL
0 33+0 30+0 0
31+00
GUARD
LIMITS OF REMEDIAL ACTION WORK PHASE 2 (BY OTHERS)
EXISTING CONNECTIONS: Existing water and sanitary connections will not be modified with this work.
32+00
RAIL
GUARD RAIL
EX .R /W
/W .R EX
RAI L
G UARD
ST A
PERMANENT ROADWAY IMPROVEMENT,
P.R.I.M.U.E.
PERMANENT ROADWAY IMPROVEMENT,
P.R.I.M.U.S.S.E.
MAINTENANCE AND UTILITY SIDEWALK
TYPE 2 ROCK BLANKET
11
MISSOURI DEPARTMENT OF TRANSPORTATION STANDARD SHEETS
LL NE N DO RD MC VA E S. L . J U BO
27 + 00
P.F.E.
MAINTENANCE AND UTILITY EASEMENT
PLAN & PROFILE SHEETS
10
REMOVE, REPLACE, OR REHAB: The removal and replacement, or rehabilitation of the existing structure will be determined by the MSD field inspector. If the structure is determined to remain in place, then the top shall be adjusted to grade, if needed. DATE:
LIMITS OF DISTURBANCE:
04/11/2023
The contractor shall stay within the limits of disturbance as shown on the plans and minimize disturbance within the work area wherever possible.
PERMANENT RETAINING WALL EASEMENT
P.R.W.E.
TO BE REMOVED
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
USE IN PLACE
ST A
AND SEWER EASEMENT
ROAD HEE BANS
(U.I.P.) (T.B.R.&R.)
(A.T.G)
ADJUST TO GRADE BY OTHERS
(A.T.G.B.O.)
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
UNDERGROUND TELEPHONE
UT
TO BE REMOVED BY OTHERS
(TBRBO)
HAZARDOUS AREAS:
PROJECT SPECIFIC INFORMATION
DESIGN CRITERIA
ST. LOUIS COUNTY BENCHMARKS
FUNCTIONAL CLASSIFICATION:
PRINCIPAL ARTERIAL
9199
DESIGN YEAR:
2021
CURRENT ADT (YEAR):
14,910 (2016)
DESIGN ADT (YEAR):
15,820 (2028)
NAVD88(SLC2011a) Elev = 522.11 FtUS "L" at south end of concrete pier of railroad bridge over small divided road with the pier in the center leading from Banshee Drive to parking lot of McDonnell Douglas; 0.7 mile west of McDonnell Boulevard.
LENGTH OF PROJECT
JAMES S. MCDONNELL BOULEVARD END OF PROJECT
STA.
34+34.82
BEGINNING OF PROJECT
STA.
28+43.57
APPARENT LENGTH
591.25
FEET
0
FEET
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
591.25
FEET
EQUATIONS AND EXCEPTIONS
9466
NAVD88(SLC2011a) Elev = 533.42 FtUS "Sq" on a concrete traffic signal base situated on a triangular median island situated north of Banshee Road, southwest of James S. McDonell Boulevard (formerly Brown Road), and east of the right turn lane from southeast bound James S. McDonnell Boulevard onto westbound Banshee Road; roughly 32 feet southwest of the center of James S. McDonnell Boulevard and 24 feet north of the centerline of Banshee Road. NAVD88(SLC2011a) Elev = 527.72 FtUS Cut square on the top centerline at centerline of a 1'x8.5' concrete headwall extending northeasterly from the northeast edge of James S McDonnell Boulevard at the northwest end of pavement rounding between the northwest edge of Byasse Drive and James S. McDonnell Boulevard. Note: To obtain NGVD29 Datum add 0.41 FtUS to elevations shown.
Prior to obtaining a construction permit from the Metropolitan St. Louis Sewer District, the contractor shall be required to provide the District with a copy of an executed certificate of insurance indicating that the permittee has obtained and will continue to carry commercial general liability and comprehensive auto liability insurance. The requirements and limits shall be as stated in the "Rules and Regulations and Engineering Design Requirements for Sanitary Sewer and Stormwater Drainage Facilities" (February 1, 2018), Section 10.080.
DIRECTIONAL DISTRIBUTION (D) =
50%
TRUCK PERCENTAGE (T) =
10%
DESIGN SPEED (V) =
45 MPH
POSTED SPEED (V) =
40 MPH
CONSTRUCTION PHASING NOTES
MSD CERTIFICATION
STATE LENGTH
0.11
MILES
FEDERAL LENGTH
0.11
MILES
DIVISION OF
TRANSPORTATION PROJECT DEVELOPMENT PUBLIC WORKS
1050 N. LINDBERGH BLVD ST. LOUIS, MISSOURI 63132
ALL PUBLIC SEWERS ARE LOCATED WITHIN DESIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
PROJECT LOCATION
DATE
PHASE 3 - CONSTRUCTION OF BRIDGE, ROADWAY AND APPURTENANCES FROM STATION 28+43.57 TO 34+34.82. CONSTRUCTION OF FIBER OPTIC SIGNAL INTERCONNECT FROM STA 27+75 TO STA 64+75.
STANDARD SPECIFICATIONS
TRANSPORTATION/PUBLIC WORKS
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.
SIGNED P.E.
UNLESS OTHERWISE NOTED, ALL WORK ON THISPROJECT SHALL BE COVERED BY THE ST. LOUIS COUNTY STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND BY APPLICABLE ST. LOUIS COUNTY STANDARD DRAWINGS.
APRIL 11, 2023
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
UTILITY NOTE
ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF
LOCATOR MAP
PHASE 1 - DEMOLITION OF EXISTING BRIDGE AND INSTALLATION OF WIRELESS COMMUNICATION DEVICES FOR TEMPORARY SIGNAL INTERCONNECT. PHASE 2 (BY OTHERS) - REMOVAL OF PAVEMENT AND EXCAVATION TO REMOVE RADIOLOGICAL CONTAMINANTS. REPLACEMENT WITH FILL FROM STATION 24+18 TO 59+80.
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.
TRA N SPO RTA TIO N
ADJUST TO GRADE
Any future land disturbance and/or increase in impervious area on this site may require additional stormwater management per MSD regulations in place at that time (including total land disturbance and/or imperviousness added on this plan.)
(T.B.R.&R.B.O.)
M.S.D. P-NUMBER:
BRI DGE NO.164
TO BE REMOVED AND REPLACED BY OTHERS
9355
Project Area = 1.55 ACRES Disturbance Area = 0.90 ACRES Pavement Maintenance Area = 0.65 ACRES Project Runoff Differential = 0.04 CFS
J. S.M CDONNELL BLVD.
TO BE REMOVED AND REPLACED
STORMWATER MANAGEMENT FUTURE DISTURBANCE:
M ARC W .ESHELM AN PROFESSI ONAL ENGI NEER LI CENSE NO.023795
T.S.C.L.
EX .R /W
SUMMARY & SCHEDULE OF QUANTITIES
7-9
TI TLE AND I NDEX SHEET
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
ST A. 2
P.S.E.
26 +0 0
TYPICAL SECTIONS
4-6
PU BLIC W O RK S
PERMANENT SIDEWALK EASEMENT
4+ 18
P.D.E.
SCALE: 1" = 250'
TITLE AND INDEX SHEET
2-3
911 W ASHI NGTON AVE,STE 620 ST.LOUI S,M O 63101 CERTI FI CATE OF AUTHORI TY NO.E2009027953
PERMANENT DRAINAGE EASEMENT
N
SCALE IN FEET
T EC OJ 2 PR 4 .8 D +3 EN 34 A. ST
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
ST A. 27 +7 BE 5 GI N ST PR A. OJ 28 EC +4 3.5 T 7
CONSTRUCTION LIMITS
750
500
1
5
W-WATER
250
64 +7
PROPERTY LINE
0
59 +80
DESCRIPTION
INDEX OF SHEETS
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(640)
APP.
JAMES S. MCDONNELL BLVD. BRIDGE NO. 164
DESCRI PTI ON
10K, 10L
DESIGNED:
20MSD-00355
M.W.E.
APPROVED: M.S.D. BASE MAP: REVIEW ENGINEER: APPROVAL DATE:
DRAWN:
10K, 10L
Director gActing Director
M.R.B. CHECKED:
JEFFREY MOORE
M.S.M.
DATE:
4-26-23
SHEET SEQUENCE:
1OF 63