COUNTY PROJECT NO.
AR-1719 AR-1719 FEDERAL PROJECT NO.
STP-5598(609) STP 5598(609)
PRELIMINARY PLANS
E-W GATEWAY TIP NO.
6834H-21 MSD:
0000000-00
WASHINGTON STREET IMPROVEMENTS
MSD BASE MAP:
PROJECT LIMITS
INDEX OF SHEETS
STA 3+23.80
T IN
T
70 + 00
(U.I.P.)
TO BE REMOVED AND REPLACED
(T.B.R.&R.)
TO BE REMOVED AND REPLACED BY OTHERS
0
500
E K A
80 + 00
1,500
1,000
4/23/2020
30
36
4
36
(T.B.R.&R.B.O.)
36
42
ADJUST TO GRADE
(A.T.G)
F. 636 537 0275
RH DE
DATE:
75 + 00
RD
50
STA 86+50.00
50
40
36
LENGTH OF PROJECT
MSD CERTIFICATION
PROJECT BENCHMARKS:
CONTROL BOX SITUATED 30 FEET MORE OR LESS SOUTH OF THE SOUTHERNMOST CORNER OF THE TENNIS COURTS IN TOWER COURT PARK; ROUGHLY 35 FEET NORTHWEST OF THE CENTERLINE OF NEW FLORISSANT ROAD, AND 40 FEET NORTHEAST OF THE CENTERLINE OF WASHINGTON STREET.
ESTIMATED ROUGH NAD83 LAT=38.789158°±(N/+) LONG=90.322784°±(W/-)
MINOR ARTERIAL
BEGINNING OF PROJECT
STA.
3+23.80
DESIGN YEAR:
2036
END OF PROJECT
STA.
86+50.00
CURRENT ADT (YEAR):
9050
APPARENT LENGTH
DESIGN ADT (YEAR):
9141
STREET AND 17 FEET WEST OF ST. JEAN STREET. SP MO EAST N=328,449±E=264,735±METER ESTIMATED ROUGH NAD83 LAT=38.792845°±(N/+) LONG=90.330384°±(W/-)
TRUCK PERCENTAGE (T) =
TRIMBLE BUSINESS CENTER SOFTWARE TO CONFIRM POSITIONAL ACCURACY OF THE DATA.
FEET
NET LENGTH OF PROJECT
8,282.30
FEET
43.9
FEET
N.T.S. CH ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
NO CONSTRUCTION BETWEEN
A R B O
DESIGN SPEED (V) = POSTED SPEED (V) =
R D
E L I Z A B E T H
EDSI USED THE STATE PLANE NAD83, ZONE 2401, MO EAST GRID COORDINATE SYSTEM. THIS
NET LENGTH OF PROJECT
8,282.30
FEET
1.569
MILES
FOLLOWING DATA AS PROVIDED BY SLCDOT:
1.569
67
MILES W NE
DATE
AI RPO
170
R FL O
N.T.S.
SS I
PROJECT SPECIFIC AVERAGE COMBINED GRID FACTOR: 0.99991662
PROJECT LOCATION
RD
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
LOCAL PROJECT SPECIFIC COORDINATE NORTH 30,000 US FEET, EAST 30,000 US FEET
RD
RT
MO EAST ZONE NAD83 STATE PLANE COORDINATES - NORTH 328,000 METERS, EAST 264,000 METERS
RY FER
FEDERAL LENGTH
PROJECT SPECIFIC STATE PLANE INDEX POINT:
SIGNED P.E.
S L L A H
STATE LENGTH
COORDINATE SYSTEM WAS CONVERTED TO A SLCDOT LOCAL COORDINATE ZONE USING THE
367
W E N
25 MPH WEST OF NEW FLORRISANT 30 MPH EAST OF NEW FLORRISANT
67
N IE R
E AV
RECEIVER, USING RTK CORRECTIONS FROM THE MODOT VRS NETWORK. DATA WAS PROCESSED WITH
0
STA 56+20.81 TO STA 56+64.71 (BRIDGE)
WASHINGTON ST: SURVEY DATA WAS OBTAINED WITH A TRIMBLE SX-10 TOTAL STATION AND A TRIMBLE R10 GPS
2%
TOTAL CORRECTIONS
HO W
SQUARE ON A CONCRETE TRAFFIC SIGNAL BASE; 25 FEET NORTH OF THE CENTERLINE OF WASHINGTON
FEET
T AN RD
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.
D
NAVD88(SLC2011A) ELEV. = 557.27 FT US (OR) 169.855 METER NGVD29 ELEV. = 557.70 FT US
FEET
0
R
DIRECTIONAL DISTRIBUTION (D) =
4238
8,326.20
EQUATIONS AND EXCEPTIONS
67
Y FERR
SP MO EAST N=328,041±E=265,214±METER
WASHINGTON ST:
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:
0000000-00
TI TLE SHEET
CUT “L”ON THE EASTERN MOST CORNER OF THE CONCRETE BASE OF RAISED METAL TRAFFIC SIGNAL
N
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 L LD HAL O
NAVD88(SLC2011A) ELEV. = 578.60 FT US (OR) 176.357 METER NGVD29 ELEV. = 578.99 FT US
WASHINGTON ST
W ASHI NGTON STREET WASHINGTON STREET I M PROVEM ENTS IMPROVEMENTS
FUNCTIONAL CLASSIFICATION:
4357
LOCATOR MAP
RFO RD DR W AT E
DESIGN CRITERIA
RD
PROJECT SPECIFIC INFORMATION
88 + 20
Chest er f i el d,M i ssour i63017
FATIMA CT
AH AM
SCALE: 1" = 500'
GR
(RELOC.)
RD
(T.B.A.&F.)
RELOCATE
HE LL
TO BE ABANDONED AND FILLED
SCALE IN FEET
85 + 00
TRA N SPO RTA TIO N
END PROJECT
16141 Swi ngl ey Ri dge Rd. ,Sui t e 300
(A.T.G.B.O.)
DE RS
ADJUST TO GRADE BY OTHERS
4/ 23/ 2020
RD E K A H R DE
T. 636 537 5585
USE IN PLACE
PRELI MI NARY
E 65 + 00
CONSTRUCTI ON
N L R
A W D E
W
N
ST
N
D
T C E
20
T
36
IN G T O N
IN
30
S A
P UM CL
60 + 00
P
A SH 36
O
75
H
W 50
Mi ssour iSt at e Engi neer i ng Cor por at i on #001523
A H P L A
36
O (T.B.A.)
SIGNAL PLANS
PU BLIC W O RK S
R D
CH O N
C A ST H
10
30
55 + 00
H
TO BE ABANDONED
44-48
30
N (T.B.R.)
CURB RAMP DETAILS
7
A
TO BE REMOVED
34-43
S A
C.E. R.E.
DRIVEWAY PROFILES
42
P.R.W.E.
RESIDENTIAL ENTRANCE
23-33
36
P.R.I.M.U.E.
COMERCIAL ENTRANCE
PLAN AND PROFILE
36
AND SEWER EASEMENT PERMANENT RETAINING WALL EASEMENT
5 -22
30
50 + 00
P.R.I.M.U.S.S.E.
MAINTENANCE AND UTILITY SIDEWALK
TYPICAL SECTIONS
N L
ST
E LLO
24
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT PERMANENT ROADWAY IMPROVEMENT,
3 -4
A IL L
ST
D AR H C OR
8
Y
P.F.E.
DR
8
L
P.T.S.E.
PERMANENT FOOTING EASEMENT
F LO R I SSA N T RD H YAT T AVE .
ST E B OON
ST RK CLA
Y E TT
N O R TH
PERMANENT TRAFFIC SIGNAL EASEMENT
T.S.C.L.
4 5 +0 0
A U BU
P.S.E.
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
LA F A
N
4 0 + 0 0
N OR T
PERMANENT SIDEWALK EASEMENT
E
ST
P.D.E.
N EW E R LY
PERMANENT DRAINAGE EASEMENT
35 + 0 0
FOR M
SIGN
30 + 0 0
H
RAILROAD
2 5 + 0 0
ST
S ST RU E
GUARDRAIL
2 0 + 0 0
41
N OR T
FENCE (DESIGNATE TYPE)
K OC BL
CQ U E
TREE/VEGETATION LINE
SUMMARY OF QUANITITES
1 5 + 0 0
ST .J A
ST .JE A RU E
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
2
ST
580 W ASHI NGTON STREE T
ST
ST .P I E RU E
CONSTRUCTION LIMITS (C.L.)
TITLE SHEET
560 WA SHI NGTON STREE T
N
E-ELECTRIC
1
1 0 + 0 0
RRE
T-TELEPHONE/CATV G-GAS
DESCRIPTION
NOT FOR
ST
5 + 0 0
UNDERGROUND UTILITY (TYPE SPECIFIED)
R SO N
P L
PROPERTY LINE
W-WATER
WASH I NGTO N
0 + 0 0
JE F F E
RIGHT-OF-WAY EXISTING
SHEET NUMBER
CITY OF FLORISSANT
RIGHT-OF-WAY NEW
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
BEGIN PROJECT
SYMBOLOGY
N
DESCRIPTION
REV.DATE
BY
GENERAL LEGEND
REVI SI ONS
FEDERAL PROJECT NO. STP 5598(608)
APP.
ST. LOUIS COUNTY PROJECT NO. AR-1719
DESCRI PTI ON
8J, 9J 8J, 9J
APPROVED: M.S.D. BASE MAP:
8J, 9J Deanna Venker, P.E.
DESIGNED:
Director
REVIEW ENGINEER:
GDO DRAWN:
APPROVAL DATE:
DATE:
GDO CHECKED:
STS SHEET SEQUENCE:
1
OF
48
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