COUNTY PROJECT NO.
AR-1563 FEDERAL PROJECT NO.
STP 5526(646)
PRELIMINARY PLANS
E-W GATEWAY TIP NO.
6834D-21 MSD:
20MSD-00522
CREVE COEUR MILL ROAD RESURFACING
MSD BASE MAP:
PROJECT LIMITS
INDEX OF SHEETS
DESCRIPTION
1
TITLE SHEET
2
SUMMARY OF QUANTITES
EXISTING EASEMENT (TYPE SPECIFIED)
8 -22
PLAN AND PROFILE
W-WATER
23-28
DRIVEWAY PROFILE
P R IC
P.R.W.E.
C.E. R.E.
TO BE REMOVED
(T.B.R.)
TO BE ABANDONED
(T.B.A.)
T
T
T
T
T
1 6 0 + 0 0
T
1 6 5 + 0 0
TT
TT
TT TT
D
1 7 0 + 0 0
29 3+ 7 1
STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:
DATE:
1/29/2021
PROJECT DISTURBANCE = 0.818 ACRES PROJECT RUNOFF DIFFERENTIAL = -0.10 CFS
(U.I.P.)
1,000
1,500
(A.T.G)
(RELOC.)
SCALE IN FEET SCALE: 1" = 500'
PROJECT SPECIFIC INFORMATION
DESIGN CRITERIA
LENGTH OF PROJECT
MSD CERTIFICATION
PROJECT BENCHMARKS: 8355: NAVD88(SLC2011a) Elev = 463.63 FtUS (or) 141.314 Meter NGVD29 Elev = 463.91 FtUS Cut “U” in the center west end of the northwestern wing wall of Bridge No 232 for Creve Coeur Mill Road over Fee Fee Creek, roughly 0.1 miles east of Prichard Farm Road, on the west side of Fee Fee Creek and north of Creve Coeur Mill Road approximately opposite the intersection with Vigus Road. Benchmark is on the western end of
STA.
98+57.95
DESIGN YEAR:
2036
END OF PROJECT
STA.
172+98.10
CURRENT ADT (YEAR):
9250
APPARENT LENGTH EQUATIONS AND EXCEPTIONS 9435
DIRECTIONAL DISTRIBUTION (D) =
50%
TRUCK PERCENTAGE (T) =
5%
DESIGN SPEED (V) =
40 MPH
POSTED SPEED (V) =
35 MPH
FEET
0
FEET
94
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
7,309.47
FEET
ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
PROJECT LOCATION
D
Creve Coeur Mill Road.
NO CONSTRUCTION BETWEEN STA 106+29.65 TO STA 107+60.33 (BRIDGE)
Long=90.461606°±(W/-)
130.68
4 6 3
SP MO East N=322272±E=253338±Meter - Estimated Rough NAD83 Lat=38.737315°±(N/+)
FEET
8432: NAVD88(SLC2011a) Elev = 514.10 FtUS (or) 156.697 Meter NGVD29 Elev = 514.37 FtUS Cut "L" on the northeast corner of the concrete base for a traffic signal control box situated south of Creve Coeur Mill Road
R E V I IR R U O S S I M
KE LV EY
Parc Condominiums but platted as "FIRST AMENDMENT TO THE CONDOMINIUM PLAT OF CREVE COEUR MILL CONDOMINIUMS" (Plat Book 261 Page 67), roughly 31' east of the centerline of Bennington Place and 52' south of the centerline of Creve Coeur Mill Road.
NET LENGTH OF PROJECT
7,309.47
FEET
SP MO East N=322556±E=254047±Meter - Estimated Rough NAD83 Lat=38.739871°±(N/+) CREVE COEUR LAKE
Long=90.453449°±(W/-)
1.384
MILES
concrete base of the Mobil Station sign at McKelvey Road and Creve Coeur Mill Road. SP MO East N=322698±E=254926±Meter - Estimated Rough NAD83 Lat=38.741145°±(N/+)
FEDERAL LENGTH
Long=90.443337°±(W/-)
1.384
SIGNED P.E.
MILES
L P
ST. LOUIS COUNTY, MISSOURI TRANSPORTATION/PUBLIC WORKS
TRANSPORTATION DESIGN DIVISION 1050 N. LINDBERGH BLVD
PUBLIC WORKS
ST. LOUIS, MISSOURI 63132
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.
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.
M.S.D. RECORD
NUMBER:
BE N
1 14
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
UTILITY NOTE
67
364
DATE
STANDARD SPECIFICATIONS
RD E
RD ETT RS DO
ON
STATE LENGTH
8252: NAVD88(SLC2011a) Elev = 590.56 FtUS (or) 180.002 Meter NGVD29 Elev = 590.83 FtUS "Sq" on the
1 80
R EU CO E EV L RD R C L MI
across from Pattonville High School and northwest of a storm water basin at condominiums known as Carriage
DEPARTMENT OF
CH A
N.T.S.
8195: NAVD88(SLC2011a) Elev = 486.75 FtUS (or) 148.361 Meter NGVD29 Elev = 487.02 FtUS "L" on the southeast corner of the bottom step, at the west entrance of the loading dock for Fred Weber Inc. at #2323
ST
R
DESIGN ADT (YEAR):
7,440.15
370
CK
Long=90.464408°±(W/-)
BEGINNING OF PROJECT
N
RO
SP MO East N=322154.8±E=253094.4±Meter - Submeter Rough NAD83 Lat=38.736260°±(N/+)
COLLECTOR
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.
S E L
end of a six foot tall chain link fence along the north side of the bridge over Fee Fee Creek.
CREVE COEUR MILL RD:
CREVE COEUR MILL RD
R
wing wall north of the sidewalk on the north side of Creve Coeur Mill Road and 3.75 feet west of the western
FUNCTIONAL CLASSIFICATION:
LOCATOR MAP
IN N
GT
340
20MSD-00522
67
RESURFACI NG
(T.B.A.&F.)
RELOCATE
CREVE COEUR M I LL ROAD
TO BE ABANDONED AND FILLED
F E
(A.T.G.B.O.)
FE E
ADJUST TO GRADE BY OTHERS
ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THE TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN, 20MSD-00522)
TRA N SPO RTA TIO N
500
RD
ADJUST TO GRADE
0
(T.B.R.&R.B.O.)
AI G RD CR
TO BE REMOVED AND REPLACED BY OTHERS
16141 Swi ngl ey Ri dge Rd. ,Sui t e 300
(T.B.R.&R.)
MC
TO BE REMOVED AND REPLACED
14 1
USE IN PLACE
T T T T
TI TLE SHEET
RESIDENTIAL ENTRANCE
PL
COMMERCIAL ENTRANCE
S LN
PERMANENT RETAINING WALL EASEMENT
PRELI MI NARY
0 0 + 0 1 1
0 0 + 5 0 1
N
AND SEWER EASEMENT
T
1 5 5 + 0 0
TO
P.R.I.M.U.S.S.E.
MAINTENANCE AND UTILITY SIDEWALK
1 0 0 + 0 0
00 5+ 1 1
T
1 5 0 + 0 0
R
9 6 + 0 7
A CR E
PERMANENT ROADWAY IMPROVEMENT,
INTERCONNECT PLAN
T T TT
1 4 5 + 0 0
IN G
P.R.I.M.U.E.
MAINTENANCE AND UTILITY EASEMENT
44-50
Y
PERMANENT ROADWAY IMPROVEMENT,
T
T
SIGNAL PLANS
E
T
T
T T
NN
00 + 20 1
T
0 0 + 5 2 1
1 4 0 + 0 0 BE
P.F.E.
0 0 + 30 1
0 0 + 35 1
R O SE
PERMANENT FOOTING EASEMENT
BEGIN PROJECT STA 98+57.95
40-43
V
PERMANENT TRAFFIC SIGNAL EASEMENT
P.T.S.E.
DRAINAGE AREA MAP
L
T.S.C.L.
R OA D
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
END PROJECT STA. 172+98.10
SEWER PROFILE
38-39
E
P.S.E.
STRIPING PLAN
K
PERMANENT SIDEWALK EASEMENT
30-36
C
P.D.E.
M
PERMANENT DRAINAGE EASEMENT
FA R M
SIGN
PATT ONVI LLE HI GHSC HOOL
PL
RAILROAD
RETAINING WALL
37
H A RD
GUARDRAIL
W OOD
FENCE (DESIGNATE TYPE)
F LE E T
TREE/VEGETATION LINE
29
PU BLIC W O RK S
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
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
E-ELECTRIC
CONSTRUCTION LIMITS (C.L.)
1/ 29/ 2021
UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS
CONSTRUCTI ON
TYPICAL SECTIONS
P L
PROPERTY LINE
Mi ssour iSt at e Engi neer i ng Cor por at i on #001523
3 -7
PROPSOED EASEMT (TYPE SPECIFIED)
NOT FOR
RIGHT-OF-WAY EXISTING
F. 636 537 0275
RIGHT-OF-WAY NEW
SHEET NUMBER
Chest er f i el d,M i ssour i63017
N
SYMBOLOGY
T. 636 537 5585
DESCRIPTION
REV.DATE
BY
GENERAL LEGEND
REVI SI ONS
FEDERAL PROJECT NO. STP 5526(646)
APP.
ST. LOUIS COUNTY PROJECT NO. AR-1563
DESCRI PTI ON
12O & 12P
APPROVED: M.S.D. BASE MAP:
12O & 12P Stephanie Leon Streeter, P.E.
DESIGNED:
Acting Director
REVIEW ENGINEER:
TWC DRAWN:
APPROVAL DATE:
DATE:
TWC CHECKED:
STS SHEET SEQUENCE:
1
OF
50
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