COUNTY PROJECT NO.
AR-1746
CONSTRUCTION PLANS
FEDERAL PROJECT NO.
STP-5574(606) E-W GATEWAY TIP NO.
6905A-20
FOR MASON ROAD RESURFACING AND
MSD:
21MSD-00436 MSD BASE MAP:
REVI SI ONS
INDEX OF SHEETS
UTILITIES
OHE
OHE
SPIRE
G
G
FIBER OPTICS
FO
FO
UNDERGROUND TELEPHONE
UT
WATER SANITARY SEWER
SHEET NO.
TOWN AND COUNTRY
DESCRIPTION
1
TITLE AND INDEX SHEET
UT
2
SUMMARY OF QUANTITIES
W
W
3 -4
SCHEDULE OF QUANTITIES
SS
SS
5
I-64
PROPOSED RIGHT OF WAY
N
CONSTRUCTION LIMITS
GENERAL NOTES
6 -8
TYPICAL SECTIONS
9 -17
PLAN & PROFILE
18 -19
COORDINATE POINTS
20 -24
RIGHT OF WAY DETAIL
25
SAN
MANHOLE HYD
FIRE HYDRANT WV
MASONRIDGE ROAD
WATER VALVE WM
DRAINAGE AREA MAP
29 -30
STORM SEWER HYDRAULICS
31-35
EROSION CONTROL PLAN
36 -44
DISTURBANCE AREAS
45
WATER METER DI
TRAFFIC CONTROL DETAILS
53 -61
PAVEMENT MARKING PLAN
62
SIGNAL LAYOUT PLAN
63
SIGNAL WIRING DIAGRAM
PRO
DROP INLET
DETOUR PLAN
46 -52
SIGN
GROUND MOUNTED SIGN
POWER POLE
64
SIGNAL QUANTITIES
65 -95
CROSS SECTIONS
1-4
STANDARD DETAILS
FMI SSO
MATTHEW LEE GRAVIETT NUMBER
PE-2018005006
E SS G I O NALEN
F
S MASON ROAD LIGHT POLE
O TE
RI U
END PROJECT STA. 136+00.00
STORM SEWER PROFILES
26 -28
ST A
EXISTING RIGHT OF WAY
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
OVERHEAD POWER
EER
PROJECT LIMITS
I N
GENERAL LEGEND
REV.DATE
BY
FEDERAL PROJECT NO. STP-5574(606)
APP.
MULTI-USE TRAIL ST. LOUIS COUNTY PROJECT NO. AR-1746
DESCRI PTI ON
19P & 20P
Matthew Graviett PE-2018005006
X
Discipline: Professional Engineer
DATE:
CLAYTON ROAD
BM
BENCHMARK
6/13/2023
SWALE (TBR)
TO BE ABANDONED
(TBA)
USE IN PLACE
(UIP)
TO BE REMOVED AND REPLACED
(TBR&R)
TO BE REMOVED AND REPLACED BY OTHERS
(TBR&RBO)
ADJUST TO GRADE
(ATG)
ADJUST TO GRADE BY OTHERS
(ATGBO)
PERMANENT ROADWAY IMPROVEMENT MAINTENANCE
NTS B E S GI T A N . P 1 RO 0 1 JE + 0 CT 0 . 0 0
DI SCI PLI NE:
TO BE REMOVED
(PRIMUSSE)
I-270
UTILITY SEWER AND SIDEWALK EASEMENT
NOTE: DASHED OR OPEN SYMBOLS INDICATE
136+00.00
BEGINNING OF PROJECT
STA.
101+00.00
APPARENT LENGTH 13332NAVD88(SLC2011A) ELEV = 647.02 FTUS (OR) 197.213 METER CUT AN "L" ON THE SOUTHWEST CORNER OF TRAFFIC SIGNAL BOX EAST OF ENTRANCE TO FIRE STATION AT #13443 CLAYTON ROAD, ROUGHLY 600 FEET EAST OF MASON ROAD, 40 FEET NORTH OF CENTERLINE OF CLAYTON ROAD, AND 35 FEET EAST OF CENTERLINE OF ACCESS DRIVE TO FIRE STATION. SP MO EAST N=310060±E=251639±METER - ESTIMATED ROUGH NAD83 LAT=38.627304°(N/+) LONG=90.481177°±(W/-)
STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:
NB
3500.00
FEET
0.00
FEET
TOTAL CORRECTIONS
0.00
FEET
NET LENGTH OF PROJECT
3500.00
FEET
STATE LENGTH
0.66
MILES
FEDERAL LENGTH
0.66
MILES
2901 (2020) EQUATIONS AND EXCEPTIONS
SB TRUCK PERCENTAGE
2901 (2020) 4.9%
DESIGN ADT (YEAR):
6092 (2030)
DESIGN SPEED (V) =
35 MPH
POSTED SPEED (V) =
35 MPH PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ENGINEERING DESIGN ASPECTS SHOWN ON ANY PART OF THESE PLANS, AND FURTHER DISCLAIMS RESPONSIBILITY FOR ANY INFORMATION SHOWN ON INDIVIDUAL PLAN SHEETS OR PROJECT DOCUMENTS OF ANY KIND THAT ARE NOT SPECIFICALLY SIGNED AND SEALED BY THE UNDERSIGNED LAND SURVEYOR. SEE SHEET 13 FOR A STATEMENT OF SURVEY RELATED WORK DONE IN REGARDS TO THESE PLANS. THIS TITLE AND INDEX SHEET CONTAINS NO SURVEY DATA AND DOES NOT ITSELF MEET THE MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS. ANY PLAN CHANGES SHALL BE SIGNED AND SEALED AS REVISIONS ON THE INDIVIDUAL SHEETS WHERE THE REVISIONS OCCUR EITHER BY THE UNDERSIGNED SURVEYOR OR BY SUCCESSOR LAND SURVEYORS.
PROJECT DISTURBANCE = 1.35 ACRES PROJECT RUNOFF DIFFERENTIAL = 0.48 CFS 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.)
PROJECT ELEVATIONS ARE RELATIVE TO NAVD88. ADD 0.32 TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29. ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:
I-64
C l a y t o nR o a d
PROJECT LOCATION
N
SIGNED P.E. DATE
MICHAEL LAY, PLS GBA FIRM #LSC000059 MISSOURI PLS 2013000044
STANDARD SPECIFICATIONS
ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF TRANSPORTATION/PUBLIC WORKS
TRANSPORTATION PUBLIC WORKS
DESIGN DIVISION 1050 N. LINDBERGH BLVD ST. LOUIS, MISSOURI 63132
UTILITY NOTE
IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS
M.S.D. P-NUMBER:
HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
THISPROJECT SHALL BE COVERED BY THE ST. LOUIS
RECORDS: AND, THEREFORE THEIR LOCATIONS MUST
COUNTY STANDARD SPECIFICATIONS FOR ROAD AND
BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE
BRIDGE CONSTRUCTION, AND BY APPLICABLE ST.
THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS
LOUIS COUNTY STANDARD DRAWINGS.
PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.
Manchester Road
NTS
DESIGNED:
21MSD-00436
T. RENFRO
UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES UNLESS OTHERWISE NOTED, ALL WORK ON
PU BLIC W O RK S
5802 (2020)
STA.
TI TLE AND I NDEX SHEET
CURRENT ADT (YEAR):
END OF PROJECT
M ULTI USE TRAI L
2028
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.
RESURFACI NG AND
DESIGN YEAR:
A ST. LOUIS COUNTY ROAD
LOCATOR MAP
M ASON ROAD
MAJOR COLLECTOR
AS-BUILT CERTIFICATION
I 270
FUNCTIONAL CLASSIFICATION:
LENGTH OF PROJECT
M ason Road
13142NAVD88(SLC2011A) ELEV = 640.48 FTUS (OR) 195.220 METER "SQ" ON CENTER OF CONCRETE HEADWALL; 58' WEST OF CENTERLINE OF MASON ROAD SOUTH OF CLAYTON ROAD. SP MO EAST N=310084±E=251455±METER - ESTIMATED ROUGH NAD83 LAT=38.627520°(N/+) LONG=90.483290°±(W/-)
DESIGN CRITERIA
Mi sso u Hi ghw ri a 141 y
PROJECT SPECIFIC INFORMATION
TRA N SPO RTA TIO N
EXISTING FEATURES
APPROVED: M.S.D. BASE MAP:
DRAWN:
19P & 20P
REVIEW ENGINEER: APPROVAL DATE:
Stephanie Leon Streeter, P.E.
T. RENFRO
Director
CHECKED:
M. GRAVIETT
DATE:
SHEET SEQUENCE:
1 OF 95
CERTI FI CATE OF AUTHORI TY:000133
V
CHAIN LINK FENCE
PROFESSI ONAL ENGI NEERI NG
WOOD FENCE