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AR-1680 Construction Plans

Page 1

COUNTY PROJECT NO.

AR-1680 FEDERAL PROJECT NO.

STP-5558(609)

CONSTRUCTION PLANS

E-W GATEWAY TIP NO.

6834C-21 MSD:

BENNINGTON-MCKELVEY-AMELING ROAD RESURFACING

MSD BASE MAP:

REVI SI ONS

INDEX OF SHEETS

SYMBOLOGY

(U.I.P.)

TO BE REMOVED AND REPLACED

(T.B.R.&R.)

TO BE REMOVED AND REPLACED BY OTHERS

T

NG A M E LI

LN

Y

(T.B.R.&R.B.O.) (A.T.G)

URBAN MINOR ARTERIAL

DESIGN YEAR:

2036

CURRENT ADT (YEAR):

14,420

DESIGN ADT (YEAR):

14,708

MCKELVEY ROAD - BENNINGTON PLACE END OF PROJECT

STA.

27+47.00

BEGINNING OF PROJECT

STA.

0+74.28

APPARENT LENGTH

2673

FEET

EQUATIONS AND EXCEPTIONS

0

FEET

TOTAL CORRECTIONS

0

FEET

2673

FEET

50%

TRUCK PERCENTAGE (T) =

4%

NET LENGTH OF PROJECT

DESIGN SPEED (V) =

35 MPH

AMELING ROAD

POSTED SPEED (V) =

30 MPH

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.

LOCATOR MAP

AY SW ES R P EX

END OF PROJECT

STA.

22+35.64

BEGINNING OF PROJECT

STA.

9+72.64

APPARENT LENGTH

1263

M

A R

ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:

SITE

0

FEET

TOTAL CORRECTIONS

0

FEET

NET LENGTH OF PROJECT

1263

FEET

STATE LENGTH

0.74

MILES

PROGRESS BENNINGTON PL

MAR I NE

MEMORI AL

0.74

MILES

SIGNED P.E. DATE

1050 N. LINDBERGH BLVD

PUBLIC WORKS

ST. LOUIS, MISSOURI 63132

SCHAEFER DR

PAG DORSETT E

RD

N

ACKLAN L

Y. HW

BENNINGTON PL

O VI L L A DORAD

CREVE

E FE FEE

MILL RD

DR N.T.S.

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.

ER E

RD

TRANSPORTATION

E ADI

UTILITY NOTE

DESIGNED:

M.S.D. P-NUMBER:

ST. LOUIS COUNTY, MISSOURI

DESIGN DIVISION

D R

E LT HU SC

STANDARD SPECIFICATIONS

RD

D

IG A R C

IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS

Conversion from NAVD88 (SLC2011a) to NGVD29: Add 0.28 FtUS to project elevations to relate the Project to NGVD29 elevations.

TRANSPORTATION/PUBLIC WORKS

AVE

364

COEUR

DEPARTMENT OF

TT SE R DO

PKWY

RD

RD

FEDERAL LENGTH

E FE

NG RD I AMEL

FEET

EQUATIONS AND EXCEPTIONS

E FE

270

E AV

DIRECTIONAL DISTRIBUTION (D) =

8353 NAVD88(SLC2011a) Elev = 507.48 FtUS Cut “U” on the top west side of a two foot diameter concrete base for overhead lighting pole at the south entrance to the new Maryland Heights Community Center immediately east of the intersection of McKelvey Road and Ameling Road; roughly 75 feet east of the centerline of McKelvey Road and 18 feet north of the centerline of the entrance drive. The entrance drive is directly across McKelvey Road from where Ameling Road intersects the west side of McKelvey Road. SP MO East N=320558.6± E=254512.2± Meter - Submeter Rough NAD83 Lat=38.721874°±(N/+) Long=90.448111°±(W/-)

MSD CERTIFICATION

NE I

PROJECT BENCHMARKS 8334 NAVD88(SLC2011a) Elev = 495.02 FtUS Cut "L" on the northeast corner of the concrete base for the north leg of "Shell" sign within a lawn area in the northeast corner of the Shell gas station addressed as #1999 McKelvey Road; roughly 80 feet west of the centerline of McKelvey Road and 60 feet south of the centerline of Dorsett Road. SP MO East N=319726± E=253977± Meter - Estimated Rough NAD83 Lat=38.714376°±(N/+) Long=90.454270°±(W/-)

FUNCTIONAL CLASSIFICATION:

LENGTH OF PROJECT

RD

SITE BENCHMARK NAVD88(SLC2011a) Elev = 503.36 FtUS (Trig Level) RM 25 FEMA PANEL 154 - "O" in OPEN on fire hydrant at the northwest corner of the intersection of Bennington Place and Rush Creek Way. SP MO East N=320147± E=254075± Meter - Estimated Rough NAD83 Lat=38.718168°±(N/+) Long=90.453141°±(W/-)

DESIGN CRITERIA

W E S T P LA P F ZA O E R E T D R F E E

PROJECT SPECIFIC INFORMATION

RE DR GSHI CRAI

(T.B.A.&F.)

KE LV EY

TO BE ABANDONED AND FILLED

MC

(A.T.G.B.O.)

MC K ELVE Y

ADJUST TO GRADE BY OTHERS

IN

AD

N.T.S.

AVE

ADJUST TO GRADE

NG ROAD AMELI

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.

GREGORY R.M ARSHALL PROFESSI ONAL ENGI NEER LI CENSE NO.2006019686

(T.B.A.)

USE IN PLACE

March 20, 2023

PU BLIC W O RK S

(T.B.R.)

TO BE ABANDONED

S G SI N ONAL E

DATE:

TRAFFIC CONTROL DEVICES STANDARD DRAWINGS

7 SHEETS (NOT NUMBERED)

N

E

TI TLE AND I NDEX SHEET

TO BE REMOVED

CURB RAMP DETAILS (9 SHEETS)

27-35

NUMBER PE-2006019686

ON TRA N SPO RTA TI

P.R.W.E.

INTERSECTION & INTERCONNECT SHEETS

RESURFACI NG

PERMANENT RETAINING WALL EASEMENT

SS OF MI O U

GREGORY

AM ELI NG ROAD

AND SEWER EASEMENT

CONSTRUCTION PLAN SHEETS (8 SHEETS)

E T A

DESI GN DI VI SI ON 1050 N.LI NDBERGH BLVD. 1ST FLOOR ST.LOUI S,M I SSOURI 63132 ( 314)6158543

P.R.I.M.U.S.S.E.

MAINTENANCE AND UTILITY SIDEWALK

PLAN SHEETS (4 SHEETS)

V EY

PERMANENT ROADWAY IMPROVEMENT,

10-13

22-26

M cK E L

P.R.I.M.U.E.

LN

PERMANENT ROADWAY IMPROVEMENT,

SPECIAL NOTE

N.T.S.

END CONSTRUCTION AT MCKELVEY PHASE I PROJECT LIMITS FEDERAL PROJECT STP-5558(608) (APPROX. AMELING ROAD STA 22+35.64)

QU A LITY

P.F.E.

MAINTENANCE AND UTILITY EASEMENT

CH A R LE M A

M ATCHLI NE

PERMANENT FOOTING EASEMENT

9

R. MARSHALL

BEGIN CONSTRUCTION McKELVEY-BENNINGTON STA 0+74.28

P.T.S.E.

EXISTING TYPICAL SECTIONS (3 SHEETS)

F

PERMANENT TRAFFIC SIGNAL EASEMENT

T.S.C.L.

6-8

O

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

SUMMARY OF QUANTITIES (4 SHEETS)

14-21

GNE

P.S.E.

G A RDE

PERMANENT SIDEWALK EASEMENT

2-5

I

P.D.E.

TITLE & INDEX SHEET

PR

PERMANENT DRAINAGE EASEMENT

1

R

SIGN

NE I CHL MAT

DESCRIPTION

RO

RAILROAD

PLACE

NGTON BENNI

TY Q U A LI

GUARDRAIL

SHEET NO.

N

FENCE (DESIGNATE TYPE)

END CONSTRUCTION MCKELVEY-BENNINGTON STA 27+47 START CONSTRUCTION AMELING ROAD STATION 9+72.64

NGTON BENNI PLACE

LN

ROAD

D O R SE

TREE/VEGETATION LINE

McKELVEY

Q U A L IT

TT

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

D R IV E

E-ELECTRIC

CONSTRUCTION LIMITS

M cK ELV EY R OA D

W-WATER

V EY M cK EL IV E N S DR

T-TELEPHONE/CATV G-GAS

R

UNDERGROUND UTILITY (TYPE SPECIFIED)

M U RRA Y FO R EST D

P L

PROPERTY LINE

W AY CR E E K R U SH IV E ) TE D R (P R IV A

R OA D

RIGHT-OF-WAY EXISTING

S

RD

RIGHT-OF-WAY NEW

PREPARED BY:

DESCRIPTION

PROJECT LIMITS

BENNI NGTONM CKELVEY-

GENERAL LEGEND

DI SCLAI M ER OF RESPONSI BI LI TY REV.DATE 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.

BY

FEDERAL PROJECT NO. STP-5558(609)

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1680

DESCRI PTI ON

13O , 14O

CJE

APPROVED: DRAWN:

M.S.D. BASE MAP:

Director REVIEW ENGINEER: DATE: APPROVAL DATE:

KJJ

Stephanie Leon Streeter, P.E.

3-29-23

CHECKED:

GM SHEET SEQUENCE:

1 OF 35


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