COUNTY PROJECT NO.
AR-1719 Existing property and right of way information was provided by
FEDERAL PROJECT NO.
STP 5598(609)
St Louis County Department of Transportation. The proposed
RIGHT PRELIMINARY OF WAY PLANS PLANS
easements and right of way shown hereon are based on said
E-W GATEWAY TIP NO.
provided documentation. No review has been made relative to
6834H-21
the accuracy of the provided information. These plans do not
MSD:
20MSD-00206
constitute a boundary survey that meets the Missouri standards for property boundary surveys.
WASHINGTON STREET RESURFACING
MSD BASE MAP:
A W
W
TO BE REMOVED AND REPLACED BY OTHERS
0
500
80 + 00
1,500
1,000
30
36
4
36
(T.B.R.&R.B.O.)
36
42
ADJUST TO GRADE
(A.T.G)
50
STA 86+50.00
50
40
36
(A.T.G.B.O.)
END PROJECT
TO BE ABANDONED AND FILLED
(T.B.A.&F.)
SCALE IN FEET
RELOCATE
(RELOC.)
SCALE: 1" = 500'
FATIMA CT
PROJECT SPECIFIC INFORMATION
DESIGN CRITERIA
LENGTH OF PROJECT
3+00.35
DESIGN YEAR:
2036
END OF PROJECT
STA.
86+64.13
CURRENT ADT (YEAR):
9050
APPARENT LENGTH
8,363.78
FEET
EQUATIONS AND EXCEPTIONS
0
FEET
TOTAL CORRECTIONS
0
FEET
DIRECTIONAL DISTRIBUTION (D) =
NET LENGTH OF PROJECT
8,319.88
FEET
TRUCK PERCENTAGE (T) =
NO CONSTRUCTION BETWEEN 43.9
FEET
DESIGN ADT (YEAR):
9141
2%
STA 56+20.81 TO STA 56+64.71 (BRIDGE)
N.T.S. CH ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
DESIGN SPEED (V) =
R D
E L I Z A B E T H
NET LENGTH OF PROJECT
1.576
MILES
67
MILES AI RPO
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.
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. RECORD NUMBER:
170
RD
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
T AN
DATE
SS I
PROJECT SPECIFIC STATE PLANE INDEX POINT:
RY FER
1.576
SIGNED P.E.
S L L A H
FEET
R FL O
FEDERAL LENGTH
8,319.88
W NE
STATE LENGTH
EDSI USED THE STATE PLANE NAD83, ZONE 2401, MO EAST GRID COORDINATE SYSTEM. THIS COORDINATE SYSTEM WAS CONVERTED TO A SLCDOT LOCAL COORDINATE ZONE USING THE FOLLOWING DATA AS PROVIDED BY SLCDOT:
orsurvey
partofthe engi neeri ng proj ect
367
W E N
25 MPH WEST OF NEW FLORRISANT 30 MPH EAST OF NEW FLORRISANT
67
N IE R
HO W
POSTED SPEED (V) = WASHINGTON ST:
A R B O
67
D
SURVEY DATA WAS OBTAINED WITH A TRIMBLE SX-10 TOTAL STATION AND A TRIMBLE R10 GPS RECEIVER, USING RTK CORRECTIONS FROM THE MODOT VRS NETWORK. DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER SOFTWARE TO CONFIRM POSITIONAL ACCURACY OF THE DATA.
STA.
E AV
PROJECT ELEVATIONS ARE RELATED TO NAVD88. ADD 0.41 TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29.
BEGINNING OF PROJECT
R
SP MO EAST N=328,449±E=264,735±METER ESTIMATED ROUGH NAD83 LAT=38.792845°±(N/+) LONG=90.330384°±(W/-)
MINOR ARTERIAL
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.
Y FERR
4238 NAVD88(SLC2011A) ELEV. = 557.27 FT US SQUARE ON A CONCRETE TRAFFIC SIGNAL BASE; 25 FEET NORTH OF THE CENTERLINE OF WASHINGTON STREET AND 17 FEET WEST OF ST. JEAN STREET.
WASHINGTON ST:
WASHINGTON ST
LOCATOR MAP
S L LD HAL O
SP MO EAST N=328,041±E=265,214±METER ESTIMATED ROUGH NAD83 LAT=38.789158°±(N/+) LONG=90.322784°±(W/-)
FUNCTIONAL CLASSIFICATION:
88 + 20
MSD CERTIFICATION
PROJECT BENCHMARKS: 4357 NAVD88(SLC2011A) ELEV. = 578.60 FT US CUT “L”ON THE EASTERN MOST CORNER OF THE CONCRETE BASE OF RAISED METAL TRAFFIC SIGNAL 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.
85 + 00
DE RS HE LL
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-00206)
N.T.S.
20MSD-00206
TI TLE SHEET
(T.B.R.&R.)
M O CORP.ENGI NEERI NG LI CENSE NO.E1523D
(U.I.P.)
TO BE REMOVED AND REPLACED
7/14/2021
ROW PLANS
USE IN PLACE
E K A
RH DE
RESURFACI NG
(T.B.A.)
DATE:
PROJECT DISTURBANCE = 0.737 ACRES PROJECT RUNOFF DIFFERENTIAL = 0.47 CFS
W ASHI NGTON STREET
TO BE ABANDONED
75 + 00
RD
RD
(T.B.R.)
PU BLIC W O RK S
R.E.
TO BE REMOVED
RD
RESIDENTIAL ENTRANCE
STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:
F. 636 537 0275
N A C.E.
S A
COMMERCIAL ENTRANCE
70 + 00
T
P.R.W.E.
IN
PERMANENT RETAINING WALL EASEMENT
Chest er f i el d,M i ssour i63017
T
P.R.I.M.U.S.S.E.
AND SEWER EASEMENT
Mi ssour iSt at e Engi neer i ng Cor por at i on #001523
E
IN
E K A H R DE
H
PERMANENT ROADWAY IMPROVEMENT,
TRA N SPO RTA TIO N
Y
S A
RD
O
65 + 00
WASHINGTON ST CROSS SECTIONS
T
ST
N
D R
C 20
RFO RD DR W AT E
36
IN G T O N
D
30
E
P UM CL
60 + 00
E
A SH 36
P
75
O
W 50
T
36
H
A
L
30
55 + 00
i ntended to be used f orany
N
10
L
A U BU
P
H
30
l i mi ted to the desi gn aspectsof
7
T. 636 537 5585
A
42
16141 Swi ngl ey Ri dge Rd. ,Sui t e 300
R D
36
authori zed by m y sealare
ST CH O N
36
docum entsi ntended to be
N L A IL L
ST E LLO C A ST
30
50 + 00
docum entsrel ati ng to or
WASHINGTON ST CROSS SECTIONS
Property i nf orm ati on,orother
36- 146
Esti m ates,Reports,Surveys,
COORDINATE SHEET
Draw i ngs,Speci f i cati ons,
33-35
REV.DATE
DRIVEWAY PROFILES
D AR H C OR
8
P.R.I.M.U.E.
MAINTENANCE AND UTILITY SIDEWALK
22-32
DR
8
PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT
ROW PLAN SHEET
N
P.F.E.
4 5 +0 0
24
H
ST E B OON
ST RK
Y E TT LA F A
CLA
E
ST
P.T.S.E.
PERMANENT FOOTING EASEMENT
4 -21
L
PERMANENT TRAFFIC SIGNAL EASEMENT
T.S.C.L.
N O R TH
TEMPORARY SLOPE AND CONSTRUCTION LICENSE
N
4 0 + 0 0
N OR T
P.S.E.
F LO R I SSA N T RD H YAT T AVE .
PERMANENT SIDEWALK EASEMENT
N EW E R LY
P.D.E.
35 + 0 0
FOR M
SIGN
30 + 0 0
H
RAILROAD
PERMANENT DRAINAGE EASEMENT
SUMMARY TYPICAL SECTIONS OF QUANITITES
2 5 + 0 0
ST
S ST RU E
GUARDRAIL
2 -3
2 0 + 0 0
41
N OR T
FENCE (DESIGNATE TYPE)
CQ U E
TREE/VEGETATION LINE
K OC BL
ST .J A
ST .JE A RU E
TREE OR SHRUB (DESIGNATE DIA. & TYPE)
63031-63033
ST
AH AM
ST
ST .P I E RU E
CONSTRUCTION LIMITS (C.L.)
TITLE SHEET
1 5 + 0 0
N
E-ELECTRIC
1
1 0 + 0 0
RRE
T-TELEPHONE/CATV G-GAS
DESCRIPTION
GR
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
Ihereby speci f y thatthe
STA 3+23.80 RIGHT-OF-WAY NEW
DI SCLAI M ER OF RESPONSI BI LI TY
BEGIN PROJECT
SYMBOLOGY
N
DESCRIPTION
responsi bi l i ty f oral lother
INDEX OF SHEETS
thi ssheet,and Ihereby di scl ai m
PROJECT LIMITS
BY
GENERAL LEGEND
7/14/2021
DESCRI PTI ON
FEDERAL PROJECT NO. STP 5598(609) 5598(608)
REVI SI ONS
V
PLS-2007000085
APP.
ST. LOUIS COUNTY PROJECT NO. AR-1719
YO
CHARLES EDWIN QUINBY JR.
NOT FOR CONSTRUCTION
8J, 9J
APPROVED: M.S.D. BASE MAP: REVIEW ENGINEER: APPROVAL DATE:
8J, 9J Stephanie Leon Streeter, PE Acting Director
DESIGNED:
GDO
Jason Welker DATE: 8/25/2020
07/15/21
DRAWN:
GDO CHECKED:
STS SHEET SEQUENCE:
1
OF 146
N:\E19030 STL Co Washington St\drawings\Output\ROW PLANS\001_AR-1719_Title.dgn