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AR-1562 Craig Road Resurfacing

Page 1

COUNTY PROJECT NO.

AR-1562

PRELIMINARY PLANS FOR CRAIG ROAD RESURFACING ST. LOUIS COUNTY PROJECT NO. AR-1562 FEDERAL PROJECT NO. STP-5563(602)

FEDERAL PROJECT NO.

STP-5563(602) E-W GATEWAY TIP NO.

6963C-23 MSD:

P-XXXXX-XX MSD BASE MAP:

SYMBOLOGY

N

SHEET NUMBER

DESCRIPTION

1

TITLE SHEET

2

SUMMARY OF QUANTITIES

3-5

TYPICAL SECTIONS

6-28

ROADWAY PLANS

29-53

CURB RAMP DETAILS

54-65

SIGNAL PLANS

K

AI GS HI RE

DESCRI PTI ON APP.

RD

PRELI MI NARY

CR DR

LA C K LA N D

DO

D

R

RA

15

DO

N A R O

DATE:

B

12/10/2021

A

M IG A CR

END STA. 107+20.00

(U.I.P.) (T.B.R.&R.) (T.B.R.&R.B.O.)

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

TO BE ABANDONED AND FILLED

(T.B.A.&F.)

BEGIN STA. 2+10.00

PROJECT SPECIFIC INFORMATION

DESIGN CRITERIA

LENGTH OF PROJECT

MSD CERTIFICATION

LOCATOR MAP

FUNCTIONAL CLASSIFICATION:

URBAN MINOR ARTERIAL

DESIGN YEAR:

2029

CURRENT ADT (YEAR):

12,910 (2019)

DESIGN ADT (YEAR):

13,570 (2029)

A ST. LOUIS COUNTY ROAD BEGINNING OF PROJECT

STA.

2+10.00

END OF PROJECT

STA.

107+20.00

APPARENT LENGTH

10,510.00

FEET

0

FEET

TOTAL CORRECTIONS

0

FEET

NET LENGTH OF PROJECT

10,510.00

FEET

EQUATIONS AND EXCEPTIONS DIRECTIONAL DISTRIBUTION (D) =

NA

TRUCK PERCENTAGE (T) =

NA

DESIGN SPEED (V) =

40 MPH

POSTED SPEED (V) =

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

PROJECT LOCATION

STATE LENGTH

2.12

MILES

SIGNED P.E.

FEDERAL LENGTH

2.12

MILES

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

STANDARD SPECIFICATIONS

ST. LOUIS COUNTY, MISSOURI

TRANSPORTATION

UNLESS OTHERWISE NOTED, ALL WORK ON

HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND

TRANSPORTATION/PUBLIC WORKS

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. LOUIS COUNTY STANDARD DRAWINGS.

THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE

DESIGN DIVISION ST. LOUIS, MISSOURI 63132

DESIGNED:

M.S.D. P-NUMBER:

T, NEFF-SMITH

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES

DEPARTMENT OF

1050 N. LINDBERGH BLVD

PUBLIC WORKS

UTILITY NOTE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.

N

NOT TO SCALE

SEE TYPICAL SECTION SHEET FOR BENCHMARK INFORMATION

TI TLE SHEET

(A.T.G)

ADJUST TO GRADE BY OTHERS

TRA N SPO RTA TIO N

ADJUST TO GRADE

RESURFACI NG

TO BE REMOVED AND REPLACED BY OTHERS

CRAI G ROAD

TO BE REMOVED AND REPLACED

( 314)3398431

BA

M

A VI LL

M RK

NO 16

720 OLI VE STREET,SUI TE 1610

NG TA

SP R U C

N O

PU BLIC W O RK S

GR

PRE

EE

ST O N

NW

DR

PA R

N K

L

AL

K R A P R H A F EE TR LE

EN E

H AV

DR

DR

DR E

GAR

AN

DR

DR T R A IL

AD ME

D EN

GAT

O

DR

G AI CR DR

R NO

LN S

DR K IN

U HA E NI

N EW

EW

OA

N

K

DA Y

L A B

N CE

KE

RE ME

C AR

EW VI

D IR N N O B E D

B A LLA S P L

L P S LA

DR

E DI

E TR

S RG E RB

14

W

USE IN PLACE

A

DR CITY P LA CE

VD BL E L IV

O (T.B.A.)

ES OP SL SS S RO NG DI XC FI AN L D AD

(T.B.R.)

TO BE ABANDONED

NO 4

NO

LAC KLAND ROAD

TO BE REMOVED

3

13

p m eets com pl i ance

P.R.W.E.

NO

NO

exi st.r am

1 NO

PERMANENT RETAINING WALL EASEMENT

DO ES THI S E REQU NTR ANC I RE E ADA UPG RAD E?

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

DOES THI S E ADA NTR ANC UPG E R RAD EQ U E? I RE

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY SIDEWALK AND SEWER EASEMENT

NEED TO DI SCU CO R SS NER HO W O UT .+/TO W OR 3'V K T ERT HI I C AL S W ALL

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

ADA LAYO UT W HE W AS N M I N C EAS OMP URE LI ANCE I N T HE FI ELD

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE AND UTILITY EASEMENT

5 NO

11

LI NE LI NE OF OF US US SURVEY SU RVE 1 31 2 Y 1 31 3

P.F.E.

6 NO

NO 2

ADA LAY O UT W HEN W AS I M EA N C SUR OMP E I LI ANCE N T HE FI ELD

PERMANENT FOOTING EASEMENT

P.T.S.E.

thi s i nter sect wi th a i ons n ex has i sti and som ng t traf e ch raff fi al c si i c co l m od enge gnal i ntro fi s cati pol l l on i er b e,no s ex ox t su pect re i f any ed a t thi si gnal s l ocat i on

PERMANENT TRAFFIC SIGNAL EASEMENT

T.S.C.L.

NO

SOUTH NORTH

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

7 NO

I S AD A U PG RAD ES THI NEED S L O CA ED TI ON

P.S.E.

AT

PERMANENT SIDEWALK EASEMENT

G AI R C I S A DA UPGR ADES THI NEE S S DED CHO OL EXI T

P.D.E.

NO 12

9 NO

AD RO

8 NO

AT

E

SIGN

NO 10

I S A DA UPG RAD AT ES THI NEED S S CHO ED OL EXI T

R

RAILROAD

HA

DR

RD

GUARDRAIL

LA

FENCE (DESIGNATE TYPE)

EW VI

EW VI

TREE/VEGETATION LINE

DR

DR

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

OF F

NOT TO SCALE

E

CONSTRUCTION LIMITS

PERMANENT DRAINAGE EASEMENT

W AYS

DR

UNDERGROUND UTILITY (TYPE SPECIFIED) T-TELEPHONE/CATV G-GAS W-WATER E-ELECTRIC

HOL D

P L

PROPERTY LINE

LN

RIGHT-OF-WAY EXISTING

NOT FOR

RIGHT-OF-WAY NEW

CONSTRUCTI ON

INDEX OF SHEETS

ST LOUI S,M O 63101

DESCRIPTION

PROJECT LIMITS

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

GENERAL LEGEND

REV.DATE

BY

REVI SI ONS

15O, 16O, 16N, 17N

APPROVED: M.S.D. BASE MAP:

DRAWN:

15O, 16O, 16N, 17N Stephanie Leon Streeter Acting Director

REVIEW ENGINEER: APPROVAL DATE:

R.G. CHECKED:

T. WELZ

DATE:

SHEET SEQUENCE:

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