COUNTY PROJECT NO.
AR-1724 FEDERAL PROJECT NO.
CMAQ-5443(602)
FINAL PLANS
E-W GATEWAY TIP NO.
6850B-20 MSD:
P22MSD-00344
BERRY ROAD AT BIG BEND ROAD INTERSECTION IMPROVEMENTS
MSD BASE MAP:
PROJECT LIMITS
INDEX OF SHEETS
BY
GENERAL LEGEND
REVI SI ONS
FEDERAL PROJECT NO. CMAQ-5443(602)
APP.
ST. LOUIS COUNTY PROJECT NO. AR-1724
DESCRI PTI ON
24L
END PROJECT BERRY ROAD STA 5+65.88
N
RIGHT-OF-WAY EXISTING P L
PROPERTY LINE UNDERGROUND UTILITY (TYPE SPECIFIED)
0
T-TELEPHONE/CATV G-GAS
200
600
400
CITY OF WEBSTER GROVES
MAINTENANCE SIGN
E-ELECTRIC
SI GN
CONSTRUCTION LIMITS (C.L.)
1
TITLE SHEET
2
SUMMARY OF QUANTITIES
3
DETAILED QUANTITIES
4 -5
TYPICAL SECTIONS
GV
SI GN
6
SIGN
GROVE AVE
W OOD
E FENC
BERRY RD
SCALE: 1" = 200'
TREE/VEGETATION LINE
END PROJECT BIG BEND ROAD STA 24+25.00
SPRI NLER
SCALE IN FEET
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
00 + 28
MAI L BOX
FENCE (DESIGNATE TYPE)
BEGIN BERRY RD STA 0+00.00= BIG BEND ROAD STA 20+00.00
SIGN
RETAINING WALL PROFILE AND DETAILS
10
STORM SEWER PROFILES
11-15
TRAFFIC CONTROL PLAN
16
EROSION CONTROL PLAN
00 + 27
GV
00 + 26
GN SI
00 + 25
17-18
GV
E C
GV
M LU A
PERMANENT DRAINAGE EASEMENT
9
FENCE
OAKLAND
RAILROAD
WEBSTER WOODS DR
PLAN AND PROFILE
SI GN
CITY OF
NUM ALUMI
GUARDRAIL
7 -8
68 + 28
WOOD FENCE
HORIZONTAL ALIGNMENT DATA
00 + 24
GN I S
P.D.E.
FEN .
DI SCLAI M ER OF RESPONSI BI LI TY
W-WATER
DESCRIPTION
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 he engi neer i ng desi gn on t 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
SHEET NUMBER
SYMBOLOGY
RIGHT-OF-WAY NEW
REV.DATE
DESCRIPTION
SIGNING AND STRIPING PLAN
GN SI
2 5 g P 1 3
SI GN
at Pl
19
k B
E N LI G N I LD I U 'B 5 7
GN SI
BU
N I
CHA
N I LD I G
K N I L
N LI E
CE
FEN
at l P
WARPING DETAILS
k B 1 3 P g
P.S.E.
2 5
PERMANENT SIDEWALK EASEMENT
00 + 23 GN SI
GV
T.S.C.L.
PERMANENT TRAFFIC SIGNAL EASEMENT
P.T.S.E.
20-21
GN SI
GN SI
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
00 + 22
CURB RAMP DETAILS
GM
GN SI
GV
GV
BIG BEND RD
TRAFFIC SIGNAL MODIFICATIONS
00 + 21
22
N G SI
GN SI
P.F.E.
BEGIN PROJECT BIG BEND ROAD STA 17+75.00
SANDERS PL
PERMANENT ROADWAY IMPROVEMENT,
EM
PERMANENT FOOTING EASEMENT
CE N E F
UM N MI U L A
ST PO
00 + 20
TEMPORARY SIGNAL LAYOUT
GV GV
SIGN
GV
GRANT RD
GV
00 9+ 1 GN SI
SIGN
23-24
GV
00 8+ 1
SIGN
SIGN
TRAFFIC SIGNAL MODIFICATIONS
GV
P.R.I.M.U.E.
MAINTENANCE AND UTILITY EASEMENT
M NU I UM AL
E NC FE
HAWKINS CT
GV
00 + 7 1
25
TRAFFIC SIGNAL QUANTITIES
26-33
BIG BEND CROSS SECTIONS
34-40
BERRY RD CROSS SECTIONS
SIGN
GV
PERMANENT ROADWAY IMPROVEMENT, 00 6+ 1
P.R.I.M.U.S.S.E.
MAINTENANCE AND UTILITY SIDEWALK
GV
SIGN
GV
SIGN
EM
AND SEWER EASEMENT
00 5+ 1
PERMANENT RETAINING WALL EASEMENT
BETHESDA DILWORTH DR
P.R.W.E.
GN SI
G RAV
EK S CRE OI
GN SI
00 4+ 1
GN SI
PS X US BO L I MA
DATE:
00 3+ 1 GM
1/6/2023
GN SI E NC FE
D AR LL BO OD WO ER NL RI SP
00 2+ 1
K C MNS BRI LU O C
N AI CH
NK LI
L I RA
S MN OLU C K C I R B
00 + 1 1 GV
(U.I.P.)
SIGN D AR T Y GH I L
S GA
E LV VA R LE NK RI SP
WV D AR T Y GH I L
GN SI
0 0 + 0 1 R KL SP WV
' 32 . 29
GN SI 21.24'
R KL SP
0 0 + 9
TO BE REMOVED AND REPLACED
(T.B.R.&R.)
TO BE REMOVED AND REPLACED BY OTHERS
0 0 + 8
(T.B.R.&R.B.O.)
0 0 + 7
0 0 + 6 4 62 nd #8 Be g Bi
ADJUST TO GRADE
(A.T.G)
0 0 + 5
0 0 + 4
ADJUST TO GRADE BY OTHERS
(A.T.G.B.O.)
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
0 0 3+
MSD CERTIFICATION
BERRY RD:
5+65.88
STA.
0+00.00
9,600
APPARENT LENGTH
565.88
FEET
14,000
EQUATIONS AND EXCEPTIONS
0
FEET
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
565.88
FEET
ALSO ON THE SAME HEADWALL. 19569 NAVD88(SLC2011A) ELEV = 582.42 FT US CUT "L" ON TOP SOUTHEAST CORNER OF THE RAISED CONCRETE BASE FOR METAL TRAFFIC SIGNAL
BIG BEND RD: DESIGN ADT (2041):
N.T.S.
CONTROL BOX SITUATED NORTH OF THE MARKED PEDESTRIAN CROSSWALK ACROSS BIG BEND BOULEVARD AT THE NORTHEAST CORNER OF BIG BEND BOULEVARD AND BERRY ROAD; ROUGHLY 35
BERRY RD:
13,000
BIG BEND RD:
17,000
FEET EAST OF THE CENTERLINE OF BERRY ROAD AND 30 FEET NORTH OF THE CENTERLINE OF BIG BEND ROAD.
50%
ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
BIG BEND RD.
B
D O O
E ADAMS AVE
END OF PROJECT
STA.
24+25.00
BEGINNING OF PROJECT
STA.
17+75.00
W T S BREN KWOOD AV E C
ND BE
G I B
TRUCK PERCENTAGE (T) = APPARENT LENGTH 5%
BIG BEND RD:
5%
BIG BEND RD:
FEET
TOTAL CORRECTIONS
0
FEET
NET LENGTH OF PROJECT
650.00
FEET
STATE LENGTH
0.23
MILES
SIGNED P.E.
FEDERAL LENGTH
0.23
MILES
DATE
35 MPH
BI G BEND RD
T AN
BERRY RD:
FEET
0
GR
DESIGN SPEED (V) =
650.00
EQUATIONS AND EXCEPTIONS
AV E
BERRY RD:
B
M S EL
DIRECTIONAL DISTRIBUTION (D) =
100
R D
40 MPH S
30 MPH
BIG BEND RD:
35 MPH
STANDARD SPECIFICATIONS
ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF 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.
O N RD T NG I
BERRY RD:
PP A
POSTED SPEED (V) =
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.
M.S.D. P-NUMBER:
PROJECT LOCATION
P22MSD-00344
P.E
APPROVED: M.S.D. BASE MAP:
24L
Stephanie Leon Streeter, P.E. DESIGNED:
Director
REVIEW ENGINEER: APPROVAL DATE:
N.T.S.
TI TLE SHEET
NORTHEAST CORNER OF THE SAME HEADWALL, AND 2 FEET WEST OF A FOUND SQUARE [SEE BM 19365]
CURRENT ADT (2021):
STA.
BEGINNING OF PROJECT
TRA N SPO RTA TIO N
OF THE CENTERLINE OF BIG BEND BOULEVARD, 21.5 FEET WEST OF A FOUND "L" [SEE BM 19581] ON THE
END OF PROJECT
I NTERSECTI ON I M PROVEM ENTS
BEND BOULEVARD AND APPROXIMATELY 0.15 MILES WEST OF BERRY ROAD; ROUGHLY 30 FEET NORTH
BERRY RD AT BI G BEND RD
FOR GRAVOIS CREEK UNDER BIG BEND BOULEVARD WEST OF PROPERTY ADDRESSED AS #9551 BIG
N
D
MINOR ARTERIAL
CUT TRIANGLE ON TOP OF 39 FOOT LONG NORTH CONCRETE HEADWALL OF A CONCRETE BOX CULVERT
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.
L VD
BIG BEND RD:
BERRY RD
L V
MINOR ARTERIAL
L O
BERRY RD:
W
FUNCTIONAL CLASSIFICATION:
19568 NAVD88(SLC2011A) ELEV = 562.25 FT US
LOCATOR MAP
RD
LENGTH OF PROJECT
N BERRY
PROJECT BENCHMARKS:
DESIGN CRITERIA
RD
PROJECT SPECIFIC INFORMATION
GEYER
(RELOC.)
N SAPPI NG T O N R D
BANBURY CT
0 0 + 1
N
RELOCATE
CITY OF CRESTWOOD
0 0 2+
8 8 + 0
DATE:
GDO
January 10, 2023
DRAWN:
GDO CHECKED:
STS SHEET SEQUENCE:
1
OF
40
N:\E18022 St Louis County Big Bend and Berry\drawings\output\001_AR-1724_Title.dgn
1/ 6/ 2023
EC EL L L PI X BO
BRICK
USE IN PLACE
M O CORP.ENGI NEERI NG LI CENSE NO.E1523D
NK LI
E FENC UM NI I ALUM
R KL SP ICV
PU BLIC W O RK S
N AI CH
R KL SP
F. 636 537 0275
D UR GA
(T.B.A.)
Mi ssour iSt at e Engi neer i ng Cor por at i on #001523
R LE NK RI SP
TO BE ABANDONED
T. 636 537 5585
M NU I UM AL
R NLE I SPR
SPKLR
Chest er f i el d,M i ssour i63017
(T.B.R.)
16141 Swi ngl ey Ri dge Rd. ,Sui t e 300
TO BE REMOVED