AR-1821 North Hanley Road (F) Resurfacing Right-of-Way Plans

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

RIGHT-OF-WAY PLANS FOR

E-W GATEWAY TIP NO.

7124B-22 MSD:

N/A

NORTH HANLEY ROAD (F) RESURFACING

MSD BASE MAP:

DESCRI PTI ON

REVI SI ONS

NORTH HANLEY ROAD (F)

RIGHT-OF-WAY NEW

PERMANENT RETAINING WALL EASEMENT

P.R.W.E.

(T.B.R.)

TO BE ABANDONED

(T.B.A.)

USE IN PLACE

(U.I.P.)

DO NOT DISTURB

BEGIN PROJECT STA 1+00.00

(D.N.D.)

TO BE REMOVED AND REPLACED TO BE REMOVED AND REPLACED BY OTHERS

END PROJECT STA 32+32.34

(T.B.R.&R.)

ABNA Engineering

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

By: Jonathan A. Rowsell Missouri PLS 2021015300

(A.T.G)

E

DATE:

4/21/2023

LENGTH OF PROJECT

MSD CERTIFICATION

LOCATOR MAP N

ADD 0.20 FTUS TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29 ELEVATIONS.

FUNCTIONAL CLASSIFICATION:

PRINCIPAL ARTERIAL

HANLEY ROAD

DESIGN YEAR:

2022

END OF PROJECT

STA 32+32.34

CURRENT ADT (2006):

15300

BEGINNING OF PROJECT

STA 1+00.00

DESIGN ADT (2030):

17250

PROJECT BENCHMARKS:

DIRECTIONAL DISTRIBUTION (D) =

N/A

TRUCK PERCENTAGE (T) =

5%

DESIGN SPEED (V) =

40 MPH

POSTED SPEED (V) =

35 MPH

BENCHMARK 9378 NAVD88 (STLC2011A) ELEV=632.83 FTUS (OR) 192.887 METER CUT "L" ON SOUTHWEST CORNER OF CONCRETE BASE OF TRAFFIC SIGNAL CONTROL BOX AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH HANLEY ROAD WITH UNIVERSITY PLACE DRIVE (FORMERLY GEIGER ROAD) NEAR THE SOUTHWEST CORNER OF THE PARKING LOT FOR THE BISTATE DEVELOPMENT AGENCY NORTH HANLEY METROLINK STATION AT #4300 HANLEY ROAD, AT THE NORTH EDGE OF SIDEWALK AND ROUGHLY 43 FEET WEST OF THE NORTHWEST CORNER OF THE FIRST CATCH BASIN EAST OF NORTH HANLEY ROAD ALONG THE NORTH SIDE OF UNIVERSITY PLACE DRIVE. SP MO EAST N=320169± E=265879± METER - ESTIMATED ROUGH NAD83 LAT=38.718233°±(N/+) LONG=90.317405°±(W/-)

3132.34

FEET

EQUATIONS AND EXCEPTIONS

N/A

FEET

TOTAL CORRECTIONS

N/A

FEET

3132.34

FEET

NET LENGTH OF PROJECT

NOT TO SCALE

ALL PUBLIC SEWERS ARE LOCATED WITHIN DESIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS: STATE LENGTH

0.59

MILES

FEDERAL LENGTH

0.59

MILES

N. HANLEY ROAD

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

ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF TRANSPORTATION/PUBLIC WORKS DESIGN DIVISION

STANDARD SPECIFICATIONS

UTILITY NOTE

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.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ANY UNDERGROUND UTILITIES AND AVOID THERETO.

ST. LOUIS, MISSOURI 63132

DESIGNED:

M.S.D. P-NUMBER:

H.H.

APPROVED: DRAWN:

M.S.D. BASE MAP:

I.G.

Stephanie Leon Streeter, P.E. Director

REVIEW ENGINEER:

1050 N. LINDBERGH BLVD

PUBLIC WORKS

RESURFACI NG

APPARENT LENGTH

THE EXISTING SEWER LENGTHS, SIZES, FLOW LINES, 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.

NORTH HANLEY ROAD ( F)

BENCHMARK 9515 NAVD88(SLC2011A) ELEV = 635.14 FTUS (OR) 193.590 METER CUT SQUARE ON TOP BACK OF WESTERN CURB LINE ALONG NORTH HANLEY ROAD AT THE WESTERLY PROLONGATION OF THE CENTERLINE OF KATHERINE AVENUE, WHICH RUNS EAST FROM NORTH HANLEY ROAD BETWEEN PROPERTIES AT #3822 NORTH HANLEY ROAD AND #8531 KATHERINE AVENUE. THE PROPERTY WEST OF NORTH HANLEY ROAD AT THIS BENCHMARK IS ADDRESSED #3909 NORTH HANLEY ROAD. SP MO EAST N=319585± E=265702± METER - ESTIMATED ROUGH NAD83 LAT=38.712975°±(N/+) LONG=90.319454°±(W/-)

TI TLE & I NDEX SHEET

DESIGN CRITERIA

St ephani e Leon St r eet er ,P. E. Di r ect or

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

PROJECT SPECIFIC INFORMATION

TRANSPORTATION

ER

S G SI N ONAL E

PU BLIC W O RK S

ADJUST TO GRADE BY OTHERS

E-29095

TRA N SPO RTA TIO N

ADJUST TO GRADE

O FF R

AM P PL DR .

VE RI

TO BE REMOVED

YD

.

AVE

AND SEWER EASEMENT

UNI VERSI TY

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

MAINTENANCE AND UTILITY SIDEWALK

NN JE

NE I

PERMANENT ROADWAY IMPROVEMENT,

D UN -70 TBO P I S M EA RA ON

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

MAINTENANCE AND UTILITY EASEMENT

.

AVE

PERMANENT ROADWAY IMPROVEMENT,

I 70 EAS TBO U ND

AV E.

A V E .

A LV A

Y

.

D R E G ID B R A L N

P.F.E.

E. AV

PERMANENT FOOTING EASEMENT

HER KAT

PERMANENT TRAFFIC SIGNAL EASEMENT

P.T.S.E.

JANE

64' .

1

NUMBER

F

H T NOR

ABDELHAMID HADJRI

O

T.S.C.L.

D. EYR L HAN

NK LI

TEMPORARY SLOPE AND CONSTRUCTION LICENSE

A T U

R P.S.E.

I

PERMANENT SIDEWALK EASEMENT

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 PLAN SHEET 25 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 ANDSEALEDAS REVISIONSON THE INDIVIDUALSHEETSWHERE THE REVISIONS OCCUR EITHER BY THE UNDERSIGNED SURVEYOR OR BY SUCCESSOR LAND SURVEYORS.

PR

P.D.E.

R. ) ID RI ATE TO I V R (P

PERMANENT DRAINAGE EASEMENT

SS OF MI O U

E T A

R

SIGN

E. AV .

N DR DO EL YK W W ON AG TE DR I VA PR

RAILROAD

E LAN

.

AVE ALVA

GUARDRAIL

VERA AVE.

FENCE (DESIGNATE TYPE)

ER R

NOT TO SCALE TREE/VEGETATION LINE

RRY NBE CRA

TREE OR SHRUB (DESIGNATE DIA. & TYPE)

RW SE I ERV C S LI PUB TO RW SE I ERV C S LI PUB TO

CH

E-ELECTRIC

CONSTRUCTION LIMITS

E

N

W-WATER

TITLE AND INDEX SHEET SUMMARY OF QUANTITIES DETAILED QUANTITIES TYPICAL SECTIONS SPECIAL NOTES RIGHT OF WAY PLAN SHEETS RIGHT OF WAY DETAILS HORIZONTAL ALIGNMENT DATA RIGHT OF WAY SUMMARY PROJECT COORDINATES ADA RAMPS & BUS STOPS WARPING DETAIL SIGNAL PLAN

IN

T-TELEPHONE/CATV G-GAS

DESCRIPTION

1 2 3-4 5-7 8 9-15 16-24 25 26-27 28 29 30

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

UNDERGROUND UTILITY (TYPE SPECIFIED)

SHEET NO.

T

P L

PROPERTY LINE

S

RIGHT-OF-WAY EXISTING

COA E1501/LS365

SYMBOLOGY

INDEX OF SHEETS

Ph.3144540222 Fax:3144541235

DESCRIPTION

PROJECT LIMITS

4140Li ndel lBoul evar d St .Loui s,MO 63108

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-5613(609)

APP.

ST. LOUIS COUNTY PROJECT NO. AR-1821

NOT FOR CONSTRUCTION

J13,J14

APPROVAL DATE:

CHECKED:

J.O.

DATE:

4-25-23

4/21/2023

SHEET SEQUENCE:

1 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-Title_Sheet.dgn 4/21/2023

SUM M ARY OF QUANTI TI ES

S G SI N ONAL E

IN

ER

E-29095 E

NUMBER

LI CENSE NO.029095

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER

COA E1501/LS365

ABDELHAMID HADJRI

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

TRA N SPO RTA TIO N

F

NORTH HANLEY ROAD ( F) RESURFACI NG

S

T

E T A I

O

E

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

2 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821 Summary of Quantities.dgn 4/21/2023

S G SI N ONAL E

IN

E

ER

E-29095

LI CENSE NO.029095

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER

NUMBER

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

COA E1501/LS365

ABDELHAMID HADJRI

SHEET NO.1 OF 2

DETAI LED QUANTI TI ES

TRA N SPO RTA TIO N

F

NORTH HANLEY ROAD ( F) RESURFACI NG

S

T

E T A I

O

E

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

3 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821 B Sheets.dgn 4/21/2023

DETAI LED QUANTI TI ES SHEET NO.2 OF 2

S G SI N ONAL E

IN

ER

E-29095 E

NUMBER

LI CENSE NO.029095

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER

COA E1501/LS365

ABDELHAMID HADJRI

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

TRA N SPO RTA TIO N

F

NORTH HANLEY ROAD ( F) RESURFACI NG

S

T

E T A I

O

E

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

4 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821 B Sheets.dgn 4/21/2023

COUNTY PROJECT NO.

C L

R/W 35'-0" TO 36'-6"

11'

VARIES

LEFT TURN LANE

LANE

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

6'

VARIES

11'

LANE

SIDEWALK

37.5' TRANSITION

35'-0" 6'

4'

AR-1821

R/W

11'

11'

4'

LANE

LANE

SIDEWALK

SAW CUT (INCLUDED IN THE COST OF SURFACE REMOVAL)

25'

FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

ASPHALT SURFACE REMOVAL

7124B-22 MSD:

1 50: 1

N/A MSD BASE MAP:

EXIST. 6" CONC. CURB

J13,J14

EXIST. 6" CONC. CURB

L ON DETAI TI WAY DEPTH TRANSI TRAVEL ECT NG AND END PROJ NNI BEGI

EXIST. SIDEWALK EXIST. 4" AGGREGATE BASE

NOT TO SCALE

EXIST. SIDEWALK

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 90 00 TO STA 2+ + STA 1

REVI SI ONS

SEE DETAIL "A"

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

BY

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

C L

R/W

REV.DATE

PLACE TACK COAT

R/W 34'-0"

36'-6"

4'

VARIES

11'

11'

SIDEWALK

0 TO 8' SHOULDER

LANE

LANE

VARIES 12' TO 0'

11'

11'

VARIES

4'

LEFT TURN TAPER / PAINTED MEDIAN

LANE

LANE

0 TO 8' SHOULDER

SIDEWALK

1' FROM CURB 7' ASPHALT SURFACE REMOVAL EXIST. 6" CONC. CURB

EXIST. 6" CONC. CURB

EXIST. 6" CONC. CURB MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

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

SEE DETAIL "A"

DESCRI PTI ON

PLACE TACK COAT

APP.

2"

EXIST PVMT

NOT FOR CONSTRUCTION

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

2"

EXIST. SIDEWALK

SEE DETAIL "A" MILLING TRANSITION 2" TO 0"

E-29095

O

PLACE TACK COAT

NUMBER

ER

PCC PAVEMENT (8.0" ±)

E

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

PR

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 0 1 90 TO STA 6+ STA 2+

SEE DETAIL "A"

ABDELHAMID HADJRI

F

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

E

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

IN

EXIST. SIDEWALK

I

S

R

T

EXIST. 4" AGGREGATE BASE

SS OF MI O U

E T A

S G SI N ONAL E

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

DATE:

35'-0" TO 40'-0"

35'-0"

4'

8'

11'

11'

11'

11'

8'

4'

SIDEWALK

SHOULDER

LANE

LANE

LANE

LANE

SHOULDER

SIDEWALK

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

R/W

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

C L

R/W

DETAIL "A" NG NG AND TEXTURI PAVEMENT SURFACI (DEPTH TRANSITION)

COA E1501/LS365

4/21/2023

PLACE TACK COAT

PAVEMENT MILING

NOT TO SCALE EXIST. 6" CONC. CURB EXIST. 6" CONC. CURB

TRANSITION

EXIST. 4" AGGREGATE BASE

2"

SEE DETAIL "A"

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

R/W

C L

R/W

DETAIL "C" ET NL NG AT I NG AND TEXTURI PAVEMENT SURFACI (DEPTH TRANSITION)

40'-0"

35'-0" TO 40'-0"

PAVEMENT MILING

NOT TO SCALE 4'

8'

11'

11'

11'

11'

8'

GRASS

4'

SIDEWALK

SHOULDER

LANE

LANE

LANE

LANE

SHOULDER

VARIES

SIDEWALK

EXIST. 6" CONC. CURB

NOTE:

EXIST. 6" CONC. CURB OPE ST.SL MATCH EXI

MATCH EXI ST.SL OPE

1.

RESURFACI NG

PLACE TACK COAT

NORTH HANLEY ROAD ( F)

2" ASPHALTIC CONCRETE

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

( 1 OF 3)

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 47 9+ 0 TO STA 1 1 STA 6+

TYPI CAL SECTI ONS

EXIST. SIDEWALK

SEE DETAIL "A"

2'

St ephani e Leon St r eet er ,P. E. Di r ect or

2'

PU BLIC W O RK S

EXIST. SIDEWALK

TRA N SPO RTA TIO N

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE AS TO THE LIMITS OFTHE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM

EXIST. SIDEWALK

5'

FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES

5'

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 62 47 TO STA 20+ 9+ STA 1

I.G.

MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

CHECKED:

J.O. 2.

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

DRAWN:

DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE

SEE DETAIL "A" SEE DETAIL "A"

H. H.

EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL

EXIST. 4" AGGREGATE BASE EXIST. SIDEWALK

DESIGNED:

PLACE 1.25" SP95 ASPHALT, AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE TACK COAT PRIOR TO FIRST LIFT AND WEARING SURFACE.

SHEET SEQUENCE:

5 OF 30 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

PLACE TACK COAT J:\2021\6087\Cadd\Design\Plan\AR-1821 Typical Sections.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

C L

R/W

R/W E-W GATEWAY TIP NO.

40'-0"

40'-0"

7124B-22

VARIES

11'

SHOULDER

11'

11'

LANE

LANE

LANE

LANE

4'

NORTH HANLEY ROAD

SIDEWALK

INVESTIGATIVE CORE DRILLING REPORT

GRASS

8'

11'

VARIES

SHOULDER

EXIST. 6" CONC. CURB

01

OFFSET

LOCATION

CORE NO.

NORTH HANLEY ROAD, SOUTHBOUND

18' LT C/L

OUTER TRAFFIC LANE, 59' NORTH

EXIST. 6" CONC. CURB

MSD:

N/A MSD BASE MAP:

DESCRIPTION

J13,J14

PCCP (8.1") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.1"

WEST OF ROADWAY C/L 02

NORTH HANLEY ROAD, SOUTHBOUND

6' LT C/L

INNER TRAFFIC LANE, 44' NORTH EXIST. SIDEWALK

(HELD WATER); TOTAL THICKNESS: 9.1"

OF JANE AVENUE C/L, 6' WEST

EXIST. 4" AGGREGATE BASE 03

NORTH HANLEY ROAD, NORTHBOUND

4' RT C/L

INNER TRAFFIC LANE, 62' NORTH

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 75 62 TO STA 22+ STA 20+

PCCP (8.3") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.3"

OF LINK AVENUE C/L, 4' EAST OF

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

ROADWAY C/L 04

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

NORTH HANLEY ROAD, NORTHBOUND

19' RT C/L

PCCP (4.4") ON (COARSE) PCCP (W/STEEL) (4.1")

OUTER TRAFFIC LANE, 18' SOUTH

ON COARSE AGGREGATE BASE (HELD WATER); TOTAL

OF DRAGONWYK DRIVE C/L, 19'

THICKNESS: 8.5"

BY

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

EAST OF ROADWAY C/L PLACE TACK COAT

05

NORTH HANLEY ROAD, NORTHBOUND

27' RT C/L

PCCP (MERAMEC, W/STEEL) (7.7") ON COARSE

TRAFFIC LANE SHOULDER, 88' NORTH

AGGREGATE BASE (HELD WATER); TOTAL

OF NATURAL BRIDGE ROAD C/L, 27'

THICKNESS: 7.7"

EAST OF ROADWAY C/L 06

40'-0"

40'-0"

NORTH HANLEY ROAD, SOUTHBOUND

25' LT C/L

TRAFFIC LANE SHOULDER, 22' SOUTH

PCCP (8.2") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.2"

OF ALVA/JANE AVENUE C/L, 25'

4'

8'

11'

11'

11'

11'

8'

GRASS

4'

SIDEWALK

SHOULDER

LANE

LANE

LANE

LANE

SHOULDER

VARIES

SIDEWALK

WEST OF ROADWAY C/L 07

NORTH HANLEY ROAD, SOUTHBOUND TRAFFIC LANE SHOULDER, 39' NORTH

26' LT C/L

PCCP (8.2") ON COARSE AGGREGATE BASE (HELD WATER); TOTAL THICKNESS: 8.2"

OF LINK AVENUE C/L, 26' WEST OF ROADWAY C/L

EXIST. 6" CONC. CURB

EXIST. 6" CONC. CURB

08

TRAFFIC LANE SHOULDER, 6' NORTH

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

NORTH HANLEY ROAD, NORTHBOUND

24' RT C/L PCCP (7.3") ON COARSE AGGREGATE BASE (HELD

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

R/W

C L

R/W

REV.DATE

SEE DETAIL "A"

REVI SI ONS

OF ROADWAY C/L

EXIST. SIDEWALK SEE DETAIL "A"

(COARSE) PCCP (9.1") ON COARSE AGGREGATE BASE

APP.

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

DESCRI PTI ON

OF NATURAL BRIDGE ROAD C/L, 18'

WATER); TOTAL THICKNESS: 7.3"

OF TORII DRIVE C/L, 18' EAST OF

S

ABDELHAMID HADJRI

EXIST. 4" AGGREGATE BASE

E-29095 F

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 41 75 TO STA 25+ STA 22+

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

E

IN

O

SEE DETAIL "A"

NUMBER

PR

SEE DETAIL "A"

I

EXIST. SIDEWALK

EXIST. SIDEWALK

SS OF MI O U

E T A

R

T

ROADWAY C/L

ER

SIDEWALK

8'

E

GRASS

NOT FOR CONSTRUCTION

4'

S G SI N ONAL E

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP DATE: 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

C L

R/W 40'-0" TO 46'-6"

40'-0"

UTILITY POLE

TAPER 0' TO 12' 11'

11'

SIDEWALK

0 TO 8' SHOULDER

LANE

LANE

PAINTED MEDIAN/ LEFT TURN LANE

11'

11'

12'

GRASS

4'

LANE

LANE

VARIES

VARIES

SIDEWALK

1' TO 1.3' CURB TRANSITION

EXIST. 6" CONC. CURB

SHOULDER

4'

VARIES

EXIST. SIDEWALK

0' TO 8'

EXIST. 6" CONC. CURB MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

4' PROP. SIDEWALK EXIST. SIDEWALK EXIST. 4" AGGREGATE BASE SEE DETAIL "A"

EXIST. SIDEWALK SEE DETAIL "A"

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 32 41TO STA 32+ STA 25+

EXIST. 6" CONC. CURB

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT PROP. 6" CONC. CURB 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

St ephani e Leon St r eet er ,P. E. Di r ect or

VARIES

TRA N SPO RTA TIO N

4'

PU BLIC W O RK S

R/W

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

PLACE TACK COAT

COA E1501/LS365

4/21/2023

R/W

UTILITY POLE

C L

R/W

VARIES

VARIES

1.3' CURB TRANSITION 4'

SHOULDER

4'

VARIES

SIDEWALK

0 TO 8' SHOULDER

11'

11'

VARIES 12' TO 0'

11'

11'

VARIES

LEFT TURN TAPER

76 50. + 73 TO STA 1 .

91 STA 0+ 70 94.

25 TO STA 2+ 3.

1 STA 2+

SIDEWALK

93 97.

32 TO STA 4+ 40.

STA 3+

0' TO 8'

EXIST. 6" CONC. CURB

NOT TO SCALE

EXIST. 6" CONC. CURB PROP. 6" CONC. CURB

NOTE:

1.

EXIST. SIDEWALK

EXIST. SIDEWALK

5'

DESIGNED:

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE

H. H.

AS TO THE LIMITS OFTHE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM

EXIST. 4" AGGREGATE BASE

DRAWN:

EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI PROPOSED TYPI 75 50. + 73 TO STA 1 .

91 STA 0+ 70 94.

25 TO STA 2+ 3.

1 STA 2+ 95 97.

32 TO STA 4+ 40.

STA 3+

SEE DETAIL "C"

I.G.

FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

( 2 OF 3)

DETAIL "C" 3'CURB .

TO 1 ' DE 1 NSI MOVE CURB TO I

TYPI CAL SECTI ONS

R/W

RESURFACI NG

PLACE TACK COAT

NORTH HANLEY ROAD ( F)

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

CHECKED:

MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER.

J.O.

STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY. SHEET SEQUENCE:

1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP 1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

2.

PLACE 1.25" SP95 ASPHALT, AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE TACK COAT PRIOR TO FIRST LIFT AND WEARING SURFACE.

6 OF 30

5' PLACE TACK COAT J:\2021\6087\Cadd\Design\Plan\AR-1821 Typical Sections.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

C L

R/W

R/W E-W GATEWAY TIP NO.

34'-0"

36'-6" 4' CURB TRANSITION

7124B-22

4'

11'

SIDEWALK

VARIES 12' TO 0'

11'

LANE

LANE

11' LANE

LEFT TURN TAPER / PAINTED MEDIAN

8''

11' LANE

VARIES

4'

0 TO 8' SHOULDER

SIDEWALK

MSD:

N/A MSD BASE MAP:

J13,J14

EXIST. 6" CONC. CURB

NOT FOR CONSTRUCTION

PROP. BUS PAD

EXIST. SIDEWALK

REVI SI ONS

EXIST. 4" AGGREGATE BASE EXIST. SIDEWALK

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 4 1 92 TO STA 5+ STA 4+

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

BY REV.DATE

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

C L

R/W 35'-0" TO 40'-0"

4'

8'

11'

11'

11'

11'

8'

4'

SIDEWALK

SHOULDER

LANE

LANE

LANE

LANE

SHOULDER

SIDEWALK 8''

EXIST. 6" CONC. CURB

S

ABDELHAMID HADJRI NUMBER

PR

EXIST. SIDEWALK

E-29095 F

EXIST. SIDEWALK

SEE DETAIL "E"

NE PAVEMENT I NL EY ROAD MAI NORTH HANL ON CAL SECTI NG TYPI STI EXI 04 84 TO STA 9+ STA 8+

S G SI N ONAL E

DATE:

EXIST. 8" NON-REINFORCED CONCRETE PAVEMENT

8''

PROP. BUS PAD

PROP. BUS PAD

PROP. 6" CONC. CURB

EXIST. 6" CONC. CURB

PROP. 6" CONC. CURB

NOTE:

DETAIL "D" MOVE CURB TO I NSI DE 4'

DETAIL "E" DE 4' NSI MOVE CURB TO I

1.

THE ABOVE TYPICAL SECTIONS ARE INTENDED TO PROVIDE GUIDANCE AS TO THE LIMITS OFTHE MILLING AND OVERLAY OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM

DESIGNED:

H. H.

EXISTING RECORDS AND MAY DIFFER SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES

STA 4+ 92 TO STA 5+ 1 4

PU BLIC W O RK S

EXIST. SIDEWALK

8''

EXIST. 6" CONC. CURB

1'

TYPI CAL SECTI ONS

EXIST. SIDEWALK

4'

RESURFACI NG

4' CURB BUMP OUT

4' CURB BUMP OUT

NORTH HANLEY ROAD ( F)

4'

TRA N SPO RTA TIO N

R/W

R/W

5'

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

PLACE TACK COAT

COA E1501/LS365

4/21/2023 1.75" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP125 (PG 70-22)CLP

1.25" SUPERPAVE ASPHALTIC CONCRETE MIXTURE SP95 (PG 70-22) C

1'

E

IN

O

EXIST. 4" AGGREGATE BASE

I

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

SS OF MI O U

E T A

R

T

PROP. 6" CONC. CURB

ER

EXIST. 6" CONC. CURB

PROP. BUS PAD

E

35'-0"

St ephani e Leon St r eet er ,P. E. Di r ect or

R/W

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

PLACE TACK COAT

( 3 OF 3)

SEE DETAIL "D"

APP.

MATCH EXI ST.SL OPE

OPE ST.SL MATCH EXI

DESCRI PTI ON

EXIST. 6" CONC. CURB

PROP. 6" CONC. CURB

04 84 TO STA 9+ STA 8+

DRAWN:

DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE

I.G.

MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.

CHECKED:

J.O. 2.

NOT TO SCALE

NOT TO SCALE

PLACE 1.25" SP95 ASPHALT, AND OVERLAY WITH 1.75" SP125 WEARING SURFACE. PLACE TACK COAT PRIOR TO FIRST LIFT AND WEARING SURFACE.

SHEET SEQUENCE:

7 OF 30

5'

J:\2021\6087\Cadd\Design\Plan\AR-1821 Typical Sections.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

GENERAL NOTES:

7124B-22

LIST OF STANDARD DRAWINGS - ST. LOUIS COUNTY: MSD:

N/A

C404.13

DETAIL OF BUTT JOINT

PROJECT SHALL BE COVERED BY ST. LOUIS COUNTY STANDARD SPECIFICATIONS AND STANDARD DRAWINGS.

C502.14

CONCRETE CURB DETAILS

C604.36

SEWER CONSTRUCTION DETAILS - STREET INLET SUMPS

DETAILED SURVEY PLANS FOR THIS PROJECT HAVE BEEN PREPARED AND THE SCOPE OF WORK AND

C608.00

ENTRANCE CONSTRUCTION DETAILS - RESIDENTIAL CONCRETE ENTRANCES

ESTIMATED QUANTITIES ARE BASED UPON EVALUATION OF NORTH HANLEY ROAD BY DEPARTMENTAL

C608.01

ENTRANCE CONSTRUCTION DETAIL - COMMERCIAL CONCRETE ENTRANCE

PERSONNEL EXPERIENCED IN THIS TYPE OF WORK. THE FIELD INVESTIGATION WAS COMPLETED IN

C608.40

CURB RAMP TYPES FOR USE WITHIN PUBLIC RIGHT-OF-WAY

DECEMBER 2021. DUE TO HEAVY TRAFFIC VOLUMES, MANY CHANGES MAY BE EXPECTED THROUGH

C608.41

CURB RAMP CONFIGURATIONS FOR USE WITHIN PUBLIC RIGHT-OF-WAY

COMMENCEMENT OF CONSTRUCTION, THE COUNTY RESIDENT ENGINEER WILL DIRECT THE CONTRACTOR

C608.42

SEGMENTAL TRANSITION DETAIL

AS TO THE AMOUNT AND THE EXTENT OF THE VARIOUS OPERATIONS REQUIRED TO COMPLETE THE

C608.43

SIDEWALK

IMPROVEMENTS IN ACCORDANCE WITH THE GENERAL GUIDELINES SHOWN IN THE SPECIFICATIONS. THE

C608.51

SIDEWALK AND CURB RAMP DETAILS - DETECTABLE WARNING SURFACE FOR NEW SIDEWALK CONSTRUCTION DETAILS - MAILBOX PLACEMENT STANDARDS

C608.61

PAVEMENT CONSTRUCTION DETAILS - RAISED DOWELED-ON CONCRETE MEDIAN

MILLING AND OVERLAYING WILL TAKE PLACE 1' OFFSET FROM THE CURB OR EDGE OF PAVEMENT AS DIRECTED

C612.10

STANDARD CONSTRUCTION SIGNS - TRAFFIC CONTROL DEVICES

BY THE ENGINEER. MILLING AND OVERLAYING WILL CONTINUE THROUGH INTERSECTIONS USING THE

C613.00

PAVEMENT CONSTRUCTION DETAILS - CONSTRUCTION DETAILS OF FULL DEPTH

GUTTER LINE OR EDGE OF PAVEMENT AS ON EITHER SIDE OF THE INTERSECTION AS A GUIDE. C613.01

CONSTRUCTION DETAILS FOR CONCRETE CONSTRUCTION PATCHES

THE UNDERGROUND UTILITIES SHOWN HEREIN WERE PLOTTED FROM AVAILABLE INFORMATION AND DO

C902.10

GUIDELINES FOR PAVEMENT MARKINGS AND LANE STRIPING

NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE, NONEXISTENCE, SIZE, TYPE, NUMBER OR

C904.60

TRAFFIC SIGNAL DETAILS - PULL BOXES AND CONDUIT INSTALLATION

LOCATION OF THESE OR OTHER UTILITIES. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL

C904.70

TRAFFIC SIGNAL DETAILS - DETECTOR LOOPS

BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION IN THE FIELD PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF ANY IMPROVEMENTS. THESE PROVISIONS SHALL IN NO WAY ABSOLVE ANY PARTY FROM COMPLYING WITH THE UNDERGROUND FACILITY SAFETY AND DAMAGE PREVENTION ACT, CHAPTER 319, RSMO.

DESCRI PTI ON

REVI SI ONS

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ST. LOUIS COUNTY DEPARTMENT OF S

NUMBER

F

E

IN

O

E

E-29095 S G SI N ONAL E

FINAL STRIPING WILL BE THE RESPONSIBILITY OF ST. LOUIS COUNTY. THE CONTRACTOR SHALL NOTIFY ST. LOUIS COUNTY TRAFFIC OPERATIONS AT (314) 615-0233 A MINIMUM OF TWO (2)

DATE:

4/21/2023

NOTES REGARDING CURB RAMP RECONSTRUCTION: ALL CURB RAMP RECONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

WORKING DAYS IN ADVANCE SO THE WORK CAN BE SCHEDULED.

1.

ER

SIGNAL CONDUIT. IN THE EVENT THE CONTRACTOR DAMAGES THE CONDUIT, REPAIRS SHALL BE

OUTLINED IN SECTION 100.20.9 OF THE JOB SPECIAL PROVISIONS. 2.

I

ABDELHAMID HADJRI PR

HOURS IN ADVANCE OF CONSTRUCTION WORK FOR LOCATING AND SPOTTING EXISTING TRAFFIC MADE AT THEIR COST BY AN ELECTRICAL CONTRACTOR AS DIRECTED BY ST. LOUIS COUNTY. 6.

R

TRANSPORTATION, DIVISION OF OPERATIONS (SIGNALS SECTION), AT 314-615-0215, A MINIMUM OF 48

SS OF MI O U

E T A

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

5.

COA E1501/LS365

4.

PAVEMENT REPAIR

NOT FOR CONSTRUCTION

C608.56

T

3.

CONSTRUCTION AND RETROFITTING OF CURB RAMPS

BY

VARIOUS PAY ITEMS AS DETERMINED BY THE ENGINEER.

J13,J14

APP.

CONTRACTOR WILL BE COMPENSATED ON THE BASIS OF THE ACTUAL FINAL QUANTITIES OF THE

MSD BASE MAP:

REV.DATE

2.

UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS, ALL ROADWAY AND SIGNAL WORK ON THIS

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

1.

ANY NECESSARY SAW CUTTING FOR INSTALLATION OF THE NEW SIDEWALK, INSTALLATION OF THE TYPE 5 AGGREGATE BASE, REMOVAL/REPLACEMENT ITEMS AND UP TO 5 LINEAR FEET OF SIDEWALK

ANY DISCREPANCIES. THE ENGINEER SHALL APPROVE FORM WORK FOR CURB RAMPS PRIOR TO PLACEMENT OF CONCRETE. THE ENGINEER MAY REQUIRE MODIFICATIONS TO FORM WORK.

RESURFACI NG

NO DIRECT PAYMENT SHALL BE MADE FOR COMPLIANCE WITH THESE PROVISIONS.

NORTH HANLEY ROAD ( F)

5.

( SHEET 1 OF 1)

4.

PU BLIC W O RK S

THE CONTRACTOR SHALL VERIFY FIELD PLAN SLOPES AND DIMENSIONS AND NOTIFY THE ENGINEER OF

SPECI AL NOTE

3.

TRA N SPO RTA TIO N

THE WORK. NO DIRECT PAYMENTS WILL BE MADE UNLESS NOTED OTHERWISE.

St ephani e Leon St r eet er ,P. E. Di r ect or

NECESSARY TO TRANSITION TO ADJACENT EXISTING SIDEWALK SHALL BE CONSIDERED INCIDENTAL TO

DESIGNED:

H. H. DRAWN:

I.G. CHECKED:

J.O. SHEET SEQUENCE:

8 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-SPECIAL_NOTE.dgn 4/21/2023

COUNTY PROJECT NO.

7124B-22 MSD:

N/A MSD BASE MAP:

J13,J14 20

SCALE: 1" = 20' j

FOUND

madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned and sealed said change as a revision.

REVI SI ONS

POLE

T.S.C.L.

#13

(U.I.P.)

T

S

) &R. R. B. T. ( 76D 01 24J 1

) &R. R. B. T. K ( DEWAL SI

DE 4' PROVI DTH EAR WI CL K AT DEWAL SI TY I L THE UTI

3A N\F AUREZ & J ACHOZABETH PI I A EL RL MI MORGAN TGREGORY RENAUL EY ROAD 3746 NORTH HANL DB 20056 PG 2208 520302 4J OC# 1 L EX PROP. 26814 S.F. (0.616 AC.) P.S.E. 12 S.F. (0.0002 AC.) T.S.C.L. 37 S.F. (0.0008 AC.)

REV.DATE

K DEWAL E SI POL

SEE SHEET NO. 22

4A

ER E

IN

27

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

ET TOP NL ST.I EXI

K DEWAL DTH SI EAR WI CL DE 4' PROVI E TY POL I L AT THE UTI

SEE SHEET NO. 22

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

LI NE STA.5+00 MATCH

28

P.S.E.

VALVE

St ephani e Leon St r eet er ,P. E. Di r ect or

22

( 1 OF 7)

L MARKER NAI

21

TRA N SPO RTA TIO N

WATER

) G. T. A. (

100005 SNM

49"E S89°46'

EXIST.

VE VAL

SURVEY

CUT

#14

26

SET

LINE

BOXED

NG DI L BUI

WATER

49"E N89°46'

CROSS

ST. EXI

SET

CROSS

ST. EXI

19a

POLE

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

PE RON PI FOUND I 0.56' 56"W N08°06'

33"W S88°03'

PE RON PI FOUND I 0.06' 54"W S06°58'

N88° 32' 27"W 106.00'

25

19

49"E N89°46'

P.S.E.

) &R. R. B. T. K ( DEWAL SI

BOXED

17a

EX PROP. 24351 S.F. (0.559 AC.) P.S.E. 18 S.F. (0.0004 AC.) T.S.C.L. 62 S.F. (0.0014 AC.)

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be

18

CUT

) P. .

I U. VE ( ST.WATER VAL EXI 15

4/21/2023

W 0" 1 N00°04'

) P. .

I U. VE ( VAL

19b

S G SI N ONAL E

PU BLIC W O RK S

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand

23

ST.GAS EXI 20

FL 642.74

11

38 1 521 4J OC# 1 L

N01 °21 ' 49" E 58.

00'

E

RI GHT OF W AY PLAN

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

EXIST. R/W 119.79'

24

E-29095

SEE SHEET NO. 22

5A

N\F STER .KI NE J CK D.& CATHERI FREDERI EY ROAD 3748 NORTH HANL 2 0871PG 41 DB 1

ES TOPE PROPERTI EY ROAD 3750 NORTH HANL 2 7692 PG 201 DB 1

27 1 521 4J OC# 1 L

520379 4J OC# 1 L

EX PROP. 10110 S.F. (0.232 AC.) P.S.E. S.F. 8 (0.0001 AC.) T.S.C.L. 17 S.F. (0.0003 AC.)

N\F

EX PROP. 13742 S.F. (0.315 AC.) P.S.E. 12 S.F. (0.0003 AC.) T.S.C.L. 69 S.F. (0.0016 AC.)

) &R. R. B. T. (

NORTH HANLEY ROAD ( F)

N\F C L NVESTMENTS L EY ROAD I HANL EY ROAD 3744 NORTH HANL 7662 PG 3838 DB 1

ST.L OUI S COUNTY DB 6670 PG 21 1 4 ( 21 20)

98' E 49.

29" 3' N00°1

P L

P.S.E.

2A

These plans do not meet the Missouri Minimum Standards for Property Boundary

#15

T.S.C.L.

94 1 521 4J OC# 1 L EX PROP. 32197 S.F. (0.739 AC.) P.S.E. 29 S.F. (0.0007 AC.) T.S.C.L. 73 S.F. (0.0017 AC.)

POLE

17b

K DEWAL DTH SI EAR WI CL DE 4' PROVI E L O P TY I L AT THE UTI

SEE SHEET NO. 22

"E 8 0 ' 4 2 ° 2 3 S

49"E N89° 46'

CUT CROSS 1.00' 39"W N89°31' FOUND

NE LI PROPERY

9

ST. LOUIS COUNTY DB 6619 PG 693

20b

17

R O N DE TI PS P 6) CA 1 Y 1 CL LO NT (2 of U H C O 2114 i on UG n) S ct so RO U I PG rse C ar O e 0 f .L nt ST 667 f i e o o n Li DB uth st o Ea 's d an

' 4 6 .

7 3 2

14

ST. LOUIS COUNTY DB 6670 PG 2114 (2116)

NUMBER

DATE:

5 + 0 0 .

0 0

FL 641.08

28

j

P L

FL 640.20

20a=100003 CROSS

N00°1 5' 51 " E 1 56.

05'

12

P L

58D 01 24J 1

FOUND

ON COARSE AGG.BASE

CONSTRUCTION C L

ob (p

7" MERAMEC W/STEEL 7.

PCCP ( ) P. .

I U. ET TOP ( NL ST.I EXI

L NAI FOR

CORE NO.5

4 + 0 0 .

0 0

P L

60D 01 24J 1

FL 645.51 13

FL 644.05

G) T. A. E ( ST.MANHOL EXI

T.S.C.L.

ADOPTED

) &R. R. B. T. K ( DEWAL SI

105.21'

P L

P L 106.34'

FOUND SPI KE S39°35' 30"W 0.14'

P L FOUND COTTON NDLE CKER SPI PI ADOPTED

N88°32' 27"W

N88°32' 27"W

83.15'

69.64'

S COUNTY OUI ST.L 2 DB 6626 PG 61

FL 645.83

SET

ADOPTED

CUT

CROSS

T.S.C.L.

"E 1 2 ' 3 1 ° 2 3 S

(U.I.P.)

FL 641.81

PULLBOX

K DEWAL DTH SI EAR WI CL DE 4' PROVI E TY POL I L AT THE UTI

' 4 7 .

0 6

j

1 W 52 R 4 . G 3 O P 3 C 8 G E C 49 P I V 6 R B 0 E D 5 S 2 Y C T LI CI DB B U P ED ED T ON A E ND R C BA A

P.S.E.

76D 01 24J )1 P. .

I U. (

j

#16

GN STOP SI

j

FOUND

FL 650.18

ATT

"E 1 2 ' 3 1 ° 111 OCR 2 3 S

7

FL 641.56

j

POLE

L=8.18'

2

' 1 3 .

7 3

E ST.MANHOL EXI

N00°44' 28" E 500.

80'

074S 24J 1

16

3

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

G) T. A. E ( ST.MANHOL EXI

36.26'

6

(U.I.P.)

ABDELHAMID HADJRI

180 COUNTY PG 2288

ST.BUS EXI

3 + 0 0 .

0 0

j

8

VE ST.WATER VAL EXI

NORTH HANLEY ROAD RAD=798.94'N89°14' 53"W

7 5° .94 'N =79 8 RAD CROSS

ST.LO UI S CO UNTY DB 6 637 PG 2 28 & DB 6 640 PG 2 31 8

VE ST.WATER VAL EXI

073S 24J 1

PT 2+ 26.

30

21"W N32°13' 5.37'

FOUND CUT CROSS ADOPTED FOR PROPERTY L I NE

RAD= 798.

94' L = 1 92.

1 1

NT T AND SAI MI I NG SPEED L STI EXI GN I S E C N A N E T N I A M Y T N U O S C OUI L

N\F C L NVESTMENTS L EY ROAD I HANL EY ROAD 3708 NORTH HANL 7662 PG 3838 DB 1

N88°32' 27"W

16.68'

FOUND COTTON NDLE CKER SPI PI 1.23' 55"W N87°21'

FOUND CUT CROSS 45"E 1.34' S88°48'

CUT SET

28' 16" W

) P. .

I U. E ( ST.MANHOL EXI 59D 01 24J 1

j

BOXED

j

110

654.05

OCR

CUT

2 + 0 0 .

0 0

FL 650.18 4

C BER OPTI FI PULLBOX

SET

P L

RAD=728.94'N87°58 ' 15"W BOXED CROSS

3"W

.94 ' N RAD =728

E G N T

j

FL 650.87

22

176

I

FL 651.17

ST.L OUI S DB 6603

SS OF MI O U

E T A

R

1

183

G) T. A. E ( ST.MANHOL EXI

62D 01 24J 1

FL 651.51

(U.I.P.)

ST.L OUI S COUNTY DB 6670 PG 21 1 4 ( 21 1 8)

072S 24J 1

ST.GRATE EXI G) T. A. ET ( NL I

00' E 65.

32" N02°39'

F

" ON COARSE AGG.BASE 1 PCCP 8.

1 + 0 0 .

0 0

00 00. + STA 1

186

O

070S 24J 1

177

(U.I.P.)

COUNTY DB 6736 PG 347

G) T. A. E ( ST.MANHOL EXI

CORE NO.1

178

PR

G) T. A. E ( ST.MANHOL EXI

173

C BER OPTI FI PULLBOX

L = 236 .

0 3' RA D= 7 6 3.

9 4 ' D= 1 6 ° 5 8 ' 20 "

174

187

N00°22' 1 4" E 51 .

1 8'

DB 6613 PG 1596

ECT N PROJ BEGI

SEE SHEET NO. 22

ST.L OUI S

75.

95'

175

P.S.E.

#1

j

1 .

64'

179

ST. LOUIS COUNTY

5

N01 °1 1 ' 37" E 56.

00'

TOP (U.I.P.)

T.S.C.L.

FIRE

j

110 OCR

EXIST. DOUBLE INLET

N00°41 ' 43" E 75.

01 ' EXIST. R/W

j

j

j

PC 0+ 00 .

00

) P. .

I U. L BOX ( PUL

14J2-0163D

W 54" 00°49' N01 °27' 33" E N 20.

00' 02' 25.

j

j

ST.L OUI S COUNTY 01 °1 1 ' 1 5" DB 661 E 3 PG 2024N

UNTY DB 66 30 PG 1 550

GNAL C SI TRAFFI

EX PROP. 24572 S.F. (0.564 AC.) P.S.E. 35 S.F. (0.0008 AC.) T.S.C.L. 108 S.F. (0.0025 AC.)

HYDRANT

118 OIP

LOT 9

j

RAD= 728.

94' L= 1 05.

ST.LO 99' UI S CO

RE ST.FI EXI ) P. .

I U. HYDRANT (

LOT 8

) P. .

I U. VE ( VAL

8' .6 56

4' 1.6 14

ST.WATER EXI

LOT 7

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

LOT 6

B R ID

ST.WATER EXI

"W 03 6'

NE LI

A T U R A L

2 9° S6

R O

A D

79°

38' 2

NOT I N SUBDI VI SI ON

SHRUB

) P. .

I U. VE ( ST.WATER VAL EXI

RON ROD FOUND I 9' 1 W 0.

33" S69°29'

ON. ROAD FOR CONNECTI

520346 4J OC# 1 L

DB 22487 PG 436 402 521 4J OC# 1 L

TH MODOT NATE WI COORDI 7) 6S341 J ECT ( NG PROJ RESURFACI EY 5 AND NORTH HANL 1 AT ROUTE 1

N\F NA VANCE .AND TI Y J L L BI NG TRUST VI I E L NT REVOCABL OI J EY ROAD 3801NORTH HANL

BY

N\F

1A

ROD

N\F ER L CHAEL G.BOSSAL MI EY ROAD 3733 NORTH HANL 566 2036 PG 1 DB 1

C COMPANY ECTRI ON EL UNI EY ROAD 3729 NORTH HANL DB 204 521 4J OC# 1 L

NEW CONCRETE PAVEMENT

RON I

DB 22487 PG 432 05 1 521 4J OC# 1 L

2" MILL AND 3" OVERLAY (DEPTH TRANSITION)

SEE SHEET NO. 21

COA E1501/LS365

LOT 5

SCALE IN FEET

N\F NA VANCE OE & TI Y J L L BI NG TRUST VI I E L NT REVOCABL OI J DGE ROAD 8601NATURAL BRI

OVERLAY 3"

60

40

NOT FOR CONSTRUCTION

0

RESURFACI NG

PERMANENT SIDEWALK EASEMENT (P.S.E.)

E-W GATEWAY TIP NO.

DESCRI PTI ON

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

STP-5613(609)

APP.

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

FEDERAL PROJECT NO.

N

NEW RIGHT-OF-WAY

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

AR-1821

CARSONVI LLE CENTER PB 39 PG 38

LEGEND

DESIGNED:

H. H.

NOTES: DRAWN: 1.

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

2.

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

I.G. CHECKED:

J.O.

ABNA Engineering By: Jonathan A. Rowsell

SHEET SEQUENCE:

9 OF 30

Missouri PLS 2021015300

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821

LEGEND

FEDERAL PROJECT NO.

STP-5613(609) NEW RIGHT-OF-WAY

E-W GATEWAY TIP NO.

NOTES:

7124B-22 PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

1.

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

2.

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

MSD:

370 521 4J OC# 1 L

PROPOSED 5'x8' BUS LANDING PAD

) &R. R. B. T. K ( DEWAL E SI POL

P L

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 S

RE ST.FI EXI

ST.WATER EXI

) P. .

I U. HYDRANT (

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

ER E

IN

FOUND CUT CROSS 0.58' 18"W S64°15'

04"W N89°47'

30"E N89° 51'

ROD RON I SET

DTH EAR WI CL DE 4' PROVI TY I L I T U E H T T A K DEWAL SI

30"E N89°51'

W \CAP

2.79'

W \CAP ROD RON I

#10

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

K DEWAL DTH SI EAR WI CL DE 4' PROVI E TY POL I L AT THE UTI

N\F EY MORGAN ANDREA BRADL EY ROAD 3822 NORTH HANL 646 DB 23808 PG 1

61 1 521 4J OC# 1 L

095 521 4J OC# 1 L

EX PROP. 5465 S.F. (0.125 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 24 S.F. (0.0005 AC.)

EX PROP. 5129 S.F. (0.118 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 37 S.F. (0.0008 AC.)

P L

P L

P L

P L

SEE SHEET NO. 23

20 N\F JING TONG NE AVENUE 8531KATHERI DB 24038 PG 889 248 521 4J OC# 1 L

EX PROP. 10461 S.F. (0.240 AC.) P.S.E. 12 S.F. (0.0003 AC.) T.S.C.L. 46 S.F. (0.0011 AC.)

N\F JOHN & DONNA MEYER 3908 NORTH HANLEY ROAD DB 17976 PG 456 LOC# 14J521028

N\F

NVESTMENT JI C L GROUP L EY ROAD 4 NORTH HANL 391 9868 PG 588 DB 1 W

11A

226 521 4J OC# 1 L EX PROP. 5368 S.F. (0.123 AC.) P.S.E. 23 S.F. (0.0005 AC.) T.S.C.L. 57 S.F. (0.0013 AC.)

N\F

ER L KE ROTHWEI MI N\F EY ROAD 0 NORTH HANL 391 SHA GRAVES TENEI 844 2690 PG 1 DB 1 EY ROAD 2 NORTH HANL 391 7 01 521 4J OC# 1 L 37 265 PG 1 DB 21 49 1 521 4J OC# 1 L EX PROP. 5481 S.F. (0.126 AC.) P.S.E. 17 S.F. (0.0004 AC.) T.S.C.L. 51 S.F. (0.0012 AC.)

( 2 OF 7)

N\F FZU AWRENCE R.DEBRA A.GREI L EY ROAD 8 NORTH HANL 381 8 PG 383 DB 731

19

RI GHT OF W AY PLAN

21

8A

G) T. A. VE ( VAL

RESURFACI NG

SEE SHEET NO. 16

SEE SHEET NO. 16

ST.GAS EXI

P L

68D 01 24J 1

SEE SHEET NO. 16

P.S.E.

NORTH HANLEY ROAD ( F)

100015 IR

ACE THE STEPS REPL

KATHERI NE AVENUE

) &R. R. B. T. (

DESIGNED:

H. H. DRAWN:

I.G.

LOT 7

BLOCK 2

LOT 27

LOT 4

PE BENT RON PI FOUND I GHTEND AND REPLACED STRAI 3.66' 08"W S83°19'

and sealed said change as a revision.

Missouri PLS 2021015300

#9

POLE

LOT 6

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned

By: Jonathan A. Rowsell

T.S.C.L.

57

ST.WATER EXI 49

LOT 5

ET TOP NL ST.I EXI

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be

ABNA Engineering

POLE

T.S.C.L.

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis

61

54

LOT 4

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

4/21/2023

53

#4

P.S.E.

DATE:

60

52

(U.I.P.)

LOT 3

0257 PG 20 DB 1 6 1 1 521 4J OC# 1 L

These plans do not meet the Missouri Minimum Standards for Property Boundary

100014 IR

) &R. R. B. T. K ( DEWAL SI

SEE SHEET NO. 16

24.00'

S G SI N ONAL E

) &R. R. B. T. K ( DEWAL SI

K DEWAL DTH SI EAR WI CL DE 4' PROVI E L O P Y T I L I T U E H T AT

EX PROP. 8775 S.F. (0.207 AC.) P.S.E. 3 S.F. (0.0000 AC.) T.S.C.L. 7 S.F. (0.0001 AC.) N\F L DWEL RENE CAL .& GRACEI MER J EL EY ROAD 6 NORTH HANL 381

56 43.00'

STOP

2

LOT 2

50 1 521 4J OC# 1 L

S COUNTY OUI ST.L 657 DB 6624 PG 1

50

N\F EY TRUST 3808 NORTH HANL EY ROAD 3808 NORTH HANL 843 DB 22326 PG 1

51

43.00'

43.00'

BUS

RAMP

43

30"E N89°51'

ROD

1

SET

SET

RAMP

G) T. A. VE ( VAL

30"E N89°51'

CROW CUT

RON I

SET

W \CAP

30"E N89°51'

49"E S89°46'

CROSS BOXED

39

00' 40.

ST.GAS EXI

S COUNTY OUI ST.L 0 DB 6599 PG 201

55 46

LOT 1

EX PROP. 8990 S.F. (0.206 AC.) P.S.E. 22 S.F. (0.0005 AC.) T.S.C.L. 23 S.F. (0.0005 AC.)

W 30" N00°08'

LOT 3

062 521 4J OC# 1 L

E " 20 ' ' 30 00 8° 5.

1 S 2 D= RA

T.S.C.L.

LOT 1

N\F C L ES L ES PROPOERTI L ARGUEL EY ROAD 3806 NORTH HANL DB 23802 PG 3991

7A

LOT 2

6A

) P. .

I U. RS ( & STAI

39a

SEE SHEET NO. 23

LOT 1

LOT 3

LOT 4

073 521 4J OC# 1 L

E TY POL I L AT THE UTI ) &R. R. B. T. K ( DEWAL SI

NO PAY

G) T. A. VE ( VAL

P L

P L

SET

POLE ) P. .

I U. VE ( VAL N\F #12 ES TOPE PROPERTI N\F EY 3802 NORTH HANL SEE SHEET NO. 23 TOM KIELY ROAD EY ROAD 3804 NORTH HANL 358 7873 PG 1 DB 1 231 6034 PG 1 DB 1 520401 4J OC# 1 L

EAR CL DE 4' PROVI K DEWAL DTH SI WI

RECONSTRUCT TO EXTEND ) L WAL CKS ( THE BRI

P L

P.S.E.

35a

P L

P L S89°46'49"E

SURVEY

ST.WATER EXI

T.S.C.L.

CUT

30

) P. .

I U. EANOUT ( CL

SET

L MARKER NAI

) P. .

I U. RS ( THE STAI

SET

49"E S89°46'

34

30"E N89°38'

CROSS BOXED

STURB DO NOT DI

33

#11

VALVE (U.I.P.)

31a

38

POLE

EXIST. GAS

48

N00°09'30"E 219.44'

66.43' EXIST. R/W

47

j

EXIST. BUSHES

35

(U.I.P.)

ST.WATER EXI

j

CUT

EXIST. GAS VALVE (A.T.G.) (U.I.P)

37

EXIST. WATER VALVE (U.I.P.)

ROD

36

77D 01 24J )1 P. .

I U. (

FOOT

43.

01 '

' W 0 " 0 3 .

3 4 1' 2 3 ° 5 3 N (U.I.P.)

j

42.

68'

ST. LOUIS COUNTY DB 6602 PG 1009

DB 6670 PG 2114 (2124)

j

j

39.

99'

E ST.MANHOL EXI

W \CAP

N00°59' 30" E 1 27.

1 3'

(U.I.P.)

W 0" 1 N00°04' 98' 39.

S N00°09'30"EST.LOUI 0 PG 234 DB 661 17.95' R A D L =2 =3 5 1. .

0 13 0 ' '

RAD=25.00' 30"E S89°50'

31

064D 24J )1 &R. R. B. T. (

ST. LOUIS COUNTY

COUNTY

S COUNTY OUI ST.L 2 DB 6624 PG 221

1.45'

N00°18'09"E 39.99'

S COUNTY OUI ST.L 7 PG 884 DB 661

j

j

j

N01 °21 ' 49" E 40.

00'

(U.I.P.)

S COUNTY OUI ST.L 266 DB 6626 PG 1

32

P L

(2121)

30"E N89°51'

S COUNTY OUI ST.L DB 6608 PG 309

S COUNTY OUI ST.L 845 DB 6609 PG 1

ET TOP NL ST.I EXI

44

45

100013 CROSS

10+00.00

NE I NG L DI L ST.BUI EXI

) P. .

I U. VE ( VAL

40

NE I NG L DI L ST.BUI EXI

S COUNTY OUI ST.L 4 1 DB 6670 PG 21

ST.WATER EXI

42

69D 01 24J 1

40a

29

9+00.00

41= 100016 IR

30"E N89°51'

100012 IR

8+00.00EXI TY I L ST.UTI PT ) P. .

I U. VE ( ST.WATER VAL EXI POLE 7+47.10 EXI ) G. T. A. E ( ST.MANHOL

RON I

32a = 100011 CROSS

PC 7+ 27.

1 0

30"E N89°51'

7 + 0 0 .

0 0

CONSTRUCTION C L

SET

6 + 0 0 .

0 0

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

E

St ephani e Leon St r eet er ,P. E. Di r ect or

D=0°30'01" T=10.00'

NORTH HANLEY ROAD

ST.WATER EXI

078S 24J 1

E-29095

TRA N SPO RTA TIO N

L=20.00' RA D= 2 2 9 0 .

8 1 '

077S 24J 1

) P. .

I U. VE ( VAL

) G. T. A. E ( ST.MANHOL EXI

NUMBER

F

ST.WATER EXI

) G. T. A. E ( ST.MANHOL EXI

100006 CROSS

S COUNTY OUI ST.L 0 PG 998 DB 661

O

66D 01 24J 1

5 + 0 0 .

0 0

S COUNTY OUI ST.L 2 PG 1 DB 661

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

ST. LOUIS COUNTY 27) 21 4 ( 1 DB 6670 PG 21

ABDELHAMID HADJRI PR

120

ST. LOUIS COUNTY 26) 21 4 ( 1 DB 6670 PG 21

DB 6670 PG 21 1 4 ( 21 22)

) P. .

I U. E ( ST.MANHOL EXI

PROPOSED 5'x8' BUS LANDING PAD

50.00'

j

j

635.14

BM

ST. LOUIS COUNTY

T j

j

N00°22' 47" E 204.

06'

50.00'

70.00'

PU BLIC W O RK S

P L

ST.R/W EXI

NE STA.10+50 MATCH LI

(U.I.P.)

SS OF MI O U

E T A

I

(U.I.P.)

04"W N89°47'

PE RON PI FOUND I 3.03' 42"W S72°55'

(U.I.P.)

(U.I.P.)

R

SET

CUT

SET

) O. B. G. T. A. VE ( ST.WATER VAL EXI

j

181

BOXED

CUT

) G. T. A. L BOX ( AT&T PUL

ST.L OUI S COUNTY DB 6603 PG 2288

184

(U.I.P) CROSS

CROSS BOXED

67D 01 24J )1 P. .

I U. (

P L

VE ST.GAS VAL EXI

j

W 07" 0' N06°0

85' 7.

1 1

ET TOP NL ST.I EXI

060D 24J 1

j

W ST.R/ EXI

00' 50.

W 04" 6' N06°2

P L6' 20.0

SET

100008 CROSS

56"W 3' S83° 3 17.4 3'

SET

.RW CE CO VI G 521 C SER PUBLI 498 P B D TY I 334 C G D P E 06 CREAT DB 25 ONED D N A B A

j

CUT

185

REV.DATE

P L W \CAP ROD RON I

CROSS BOXED

182

j

j

NE STA.5+00 MATCH LI

(U.I.P.) 14J2-0165D

392 521 4J OC# 1 L

059D 24J 1

) P. .

I U. E ( ST.MANHOL EXI

LOT 35

EXIST. DOUBLE INLET TOP

N\F S GEORGE DAVI EY ROAD 3909 NORTH HANL 295 PG 244 DB 21

LOT 36

STOP

) &R. R. B. T. ET TOP ( NL ST.I EXI

LOT 37

BUS

#3

2" ON COARSE AGG.BASE PCCP 8.

LOT 38

T.S.C.L.

j

0 LOT 1

EX PROP. 5368 S.F. (0.123 AC.) P.S.E. 23 S.F. (0.0005 AC.) T.S.C.L. 57 S.F. (0.0013 AC.)

ALVA AVENUE

DB 22487 PG 436 402 521 4J OC# 1 L

SEE SHEET NO. 21

P.S.E.

CORE NO.6

56"W 3' S83° 3 ' 37.4 9

1A

00' E 65.

32" N02°39'

P L

N\F NA VANCE .AND TI Y J L L BI NG TRUST VI I E L NT REVOCABL OI J EY ROAD 3801NORTH HANL

NOT FOR CONSTRUCTION

N\F GREG STUEVE EY ROAD 5 NORTH HANL 391 273 DB 20624 PG 1

COA E1501/LS365

358 521 4J OC# 1 L

N\F ANCE THOMAS W.PURVI EY ROAD 3 NORTH HANL 391 948 DB 7437 PG 1 381 521 4J OC# 1 L

BY

NEW CONCRETE PAVEMENT

224

LOT 39

N\F EEN VOSS L STEVEN P.KARAKAS & EI VA AVENUE 8705 AL 676 8803 PG 1 DB 1

REVI SI ONS

j

SCALE: 1" = 20'

DESCRI PTI ON

60

40

SCALE IN FEET

OTHR 642.28

2" MILL AND 3" OVERLAY (DEPTH TRANSITION)

20

APP.

OVERLAY 3"

0

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

MSD BASE MAP:

J13,J14

RA D= 14 1.6 0' L= 13 2.

59 '

PERMANENT SIDEWALK EASEMENT (P.S.E.)

N

RA D= 19 1.6 0' L= 17 9.

41 '

N/A

CHECKED:

J.O. SHEET SEQUENCE:

10 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

LEGEND

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

N

NEW RIGHT-OF-WAY

E-W GATEWAY TIP NO.

7124B-22 NOTES:

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

MSD:

N/A

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

MSD BASE MAP:

60

40

J13,J14

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to 327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand seal on this sheet are void unless all referenced plan sheets remain attached, and shall be madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis

N\F BROWN ALEMETRIC 4010 NORTH HANLEY ROAD DB 8142 PG 2200 LOC# 14J541466

EX PROP. 7016 S.F. (0.151 AC.) P.S.E. 80 S.F. (0.0018 AC.) T.S.C.L. 89 S.F. (0.002 AC.)

REVI SI ONS

BY

P L

REV.DATE

IN

CROSS

SET

BOXED CUT

T

SET

S

ROD I RON

N89°39' 00"W

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 4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

TRA N SPO RTA TIO N

T.S.C.L.

St ephani e Leon St r eet er ,P. E. Di r ect or

W \CAP I RON SET

ROD

W \CAP ROD I RON SET

EXIST. FENCE (D.N.D.) EXIST. BUSH (D.N.D.)

P L

ST. EXI ARDS L BOL

AT THE UTILITY POLE

P L

P L

) P. .

I U. (

SIDEWALK (T.B.R.&R.)

19A

N\F CROSS TREE HOLDINGS LLC 4022 NORTH HANLEY ROAD DB 20382 PG 89 LOC# 14J541455

N\F INFINITY PROPERTIES LLC 4028 NORTH HANLEY ROAD DB 23180 PG 2761 LOC# 14J541323

( 3 OF 7)

" ON COARSE AGG.BASE 1 PCCP 9.

RESURFACI NG

CORE NO. 2 P.S.E.

P L

SET

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

4016 NORTH HANLEY ROAD DB 19664 PG 2592 LOC# 14J541356

EX PROP. 7196 S.F. (0.182 AC.) P.S.E. 45 S.F. (0.001 AC.) T.S.C.L. 61 S.F. (0.0014 AC.)

NE STA.16+00 MATCH LI

W \CAP

LANE CRANBERRY

N89°39' 00"W

N89°47' 04 "W NAI L MARKER

CUT SET

VALVE (U.I.P)

EXIST. WATER

SURVEY

CROSS BOXED CUT

40.00'

RI GHT OF W AY PLAN

N\F VELMA GIVENS 4008 NORTH HANLEY ROAD DB 9827 PG 1951 LOC# 14J541390

EX PROP. 6961 S.F. (0.161 AC.) P.S.E. 65 S.F. (0.0015 AC.) T.S.C.L. 98 S.F. (0.0022 AC.)

BLOCK 3

LOT 4

By: Jonathan A. Rowsell

SET

P L

CUT SET

P L

17

4/21/2023

#4

98

N\F NORTHERTN STATE PROPERTIES LC 4020 NORTH HANLEY ROAD DB 23960 PG 153 N\F LOC# 14J541312 JUAREZ & MIRLA ELIZABETH PINACHO

18A

DATE:

ST.L OUI S COUNTY DB 6670 PG 21 1 4 ( 21 30)

SEE SHEET NO. 24

17A

S G SI N ONAL E

EXIST. GAS

POLE

WIDTH SIDEWALK

E TY POL I L AT THE UTI ) .

R & R. B. T. K ( DEWAL SI SEE SHEET NO. 23 SEE SHEET NO. 20

E

99

PROVIDE 4' CLEAR

EAR CL DE 4' PROVI K DEWAL DTH SI WI

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned

ABNA Engineering

#5

E-29095

NORTH HANLEY ROAD ( F)

These plans do not meet the Missouri Minimum Standards for Property Boundary

CROSS

STURB DO NOT DI NE I THE GAS L

90

POLE

CROSS

86

EXIST. GAS VALVE (U.I.P)

P L

P L

EX PROP. 5758 S.F. (0.132 AC.) P.S.E. 20 S.F. (0.0004 AC.) T.S.C.L. 34 S.F. (0.0007 AC.)

and sealed said change as a revision.

N89°47' 04"W

100027 CROSS

95

94

100030 SNM

T.S.C.L.

100028 CROSS

SEE SHEET NO. 20

LINE (U.I.P)

NUMBER

17 CROSS

LOT 4

EX PROP. 5563 S.F. (0.128 AC.) P.S.E. 48 S.F. (0.0011 AC.) T.S.C.L. 171 S.F. (0.0039 AC.)

85

60.00'

100

RCASE THE STAI (U.I.P.) EXIST. GAS

P.S.E.

140 OIR

40.00'

STURB DO NOT DI

LOT 3

JANE AVENUE

W \CAP ROD SET

18

ST L OUI S COUNTY DB 6609 PG 1 841

93

LOT 2

N\F PR1 PROPERTIES LLC 4006 NORTH HANLEY ROAD DB 22208 PG 607 LOC# 14J541367

ST.L OUI S COUNTY DB 6608 PG 305

96

53.13'

LOT 1

EX PROP. 5368 S.F. (0.123 AC.) P.S.E. 23 S.F. (0.0005 AC.) T.S.C.L. 57 S.F. (0.0013 AC.)

N\F 4000 NORTH HANLEY TRUST 4000 NORTH HANLEY ROAD DB 21874 PG 506 LOC# 14J541268

LOT 3

226 521 4J OC# 1 L

18

100029 CROSS

BOXED

156 139 OIP

157

16+00.00

STURB DO NOT DI

N00°1 6' 1 2" E 224.

1 1 '

91

16A LOT 2

LOT 1

LOT 6

LINE (U.I.P)

P L

ROD I RON

I RON

T.S.C.L.

19

SEE SHEET NO. 16

15+00.00

ST.L OUI S COUNTY DB 6624 PG 2376

N83°36' 1 2" E 1 .

01 '

RAMP

STURB DO NOT DI RCASE THE STAI

EXIST. WATER

CONSTRUCTION C L

NE I THE GAS L

ST.L OUI S COUNTY DB 661 0 PG 221 6

154

SEE SHEET NO. 20

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

N\F C L NVESTMENT GROUP L W JI EY ROAD 4 NORTH HANL 391 9868 PG 588 DB 1

FOUND

153

EXIST. WATER

19

ROD

P.S.E.

RAMP

ACE THE STEPS REPL

#7

N09°04' 41"E 0.47'

PI PE

#6

FOUND

POLE

30"E N89°51'

T.S.C.L.

158

DB 6618 PG 1919

VALVE (U.I.P.)

ST. LOUIS COUNTY DB 6608 PG 209

BOXED

POLE

E TY POL I L AT THE UTI ) &R. R. B. T. K ( DEWAL SI

30"E N89°51'

30"E N89°51'

100021 IR

83a

I RON

79a

I RON

83

65

68

P L

W \CAP

N89° 47' 04 "W

SET

N89°47' 04"W

I RON

79

80a

EAR CL DE 4' PROVI K DEWAL DTH SI WI

EXIST. GAS

EXIST. R/W

152

P L

W \CAP ROD I RON

78

P.S.E.

87

N00°05'14"E 52.21'

1 .

00'

N19°38' 01"E 1.71'

SET

W \CAP SET

W \CAP ROD

I RON

SET

ROD

SEE SHEET NO. 16

0.79'

SET

P L

P LN89°51'30"E

W \CAP ROD I RON SET

#8

30"E N89°51'

POLE

I RON ROD W \CAP

T.S.C.L.

100019 IR

(U.I.P.)

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

84

69

4

ST.L OUI S COUNTY DB 6644 PG 44

50.01'

45.10'

EXIST. WATER

88

92

GAS (A.T.G.)

N00°1 4' 00" E 1 04.

85'

TRAFFIC PULL BOX (A.T.G.)

155

82

66

VALVE (U.I.P.)

ABDELHAMID HADJRI

44.85'

j

j

SET

P.S.E.

43.00'

RAMP

EXIST. WATER

S89°48' 1 4" W

100031 IR

jj

26.24'

14+00.00

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

N01 °09' 36" E 50.

01 '

S COUNTY OUI ST.L 0 PG 241 DB 661

S COUNTY OUI ST.L 1 81 DB 6606 PF 1

N00°09' 30" E 1 64.

35'

(U.I.P.) N 3 4 (U.I.P.) ° N00°08'30"W 40.00' 2 26 3 ' 3 .

0 8 0" ' E

EXIST. WATER

jj

' W 0 " 0 7 .

2 0 ' 2 1 2 ° 3 3 N

EXIST. WALL (D.N.D.)

j

62

ROD I RON

N89°47' 04"W

N89°47' 04"W

N89°47' 04"W

N89°47' 04"W

W \CAP

80

VALVE (U.I.P.)

S COUNTY OUI ST.L 773 DB 6604 PG 1

S COUNTY OUI ST.L 529 DB 6599 PG 1

EXIST. WATER VALVE

VALVE (U.I.P.) EXIST. WATER

64=100022 IR

j

NE STA.10+50 MATCH LI

SIDEWALK (T.B.R.&R.)

163

160=100034 CROSS

SS OF MI O U

E T A

I

81

j

j

58

13+00.00

67

161

R

PROVIDE 4' CLEAR

164

ST. LOUIS COUNTY

(U.I.P.)

EXIST. MANHOLE (A.T.G)

EXIST. WATER

165

F

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

ST. LOUIS COUNTY DB 6601 PG 1764

162

O

59=100018 IR

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

14J2-062S

ST. LOUIS COUNTY (2128)

TH ACE WI REPL

AT THE UTILITY POLE

70

EXIST. UTILITY POLE DB 6670 PG 2114

EXIST. WATER

WIDTH SIDEWALK

8

159 ST. LOUIS COUNTY DB 6611 PG 2209

(U.I.P)

PR

77

41.13'

EXIST. SIGN

RAMP

j

12+00.00

50.00' EXIST. R/W

(U.I.P)

j

EXIST. GAS VALVE (A.T.G) EXIST. WATER

(U.I.P)

100033 IR

E N XI 3 ST 6 ° .R 2 18 /W 7 ' 0 .

16 4 ' "E

EXIST. SIGN 6.07'

N N 0 0 0 0 ° 1 ° 4 1 4 ' 2 ' 2 7 7 " E " E9 9 1 8 1 8 .

8 .

8 1 ' 1 '

"W 22 ' 6 2 ' 3° .

03 2 0 N 2

EXIST. GAS VALVE

31.65'

N00°21 ' 00" E 45.

00'

N00°05' 56" E 1 22.

79'

) R. B. T. L( WAL NTEGRAL CURB I

(U.I.P.)

7

100026 IR

OW L ST.SHAL EXI 71

RAMP

j

11+00.00 EAR CL DE 4' PROVI L DEWA K DTH SI WI E TY POL I L AT THE UTI ) .

R & .

R .

B .

T ( K L WA DE SI

NORTH HANLEY ROAD

RA D= L= 25 20 .

00 .

58 ' '

(U.I.P.) 14J2-056D

j

ST. LOUIS COUNTY DB 6607 PG 1276

EXIST. DOUBLE INLET TOP

EXIST. WALL (D.N.D.)

j

ST. LOUIS COUNTY DB 6613 PG 564, 569, 573

j

j

' 00 .

0 3 ' D= 43 RA 22.

L=

j

ST. LOUIS COUNTY DB 6618 PG 1547

ST. LOUIS COUNTY DB 6599 PG 1525

j

3

29.62'

50.00'

N00°05' 56" E 349.

63'

j

RAMP

50.00'

j

50.00'

N00°05'56"E 50.00'

100025 IR

' 0 .0 "W 5 2 2 = '4 D 4 A 4 R ° 2 4 N

(U.I.P.)

(U.I.P.) j

(U.I.P.)

73= 100024 IR

EXIST. GAS LINE (U.I.P)

100032 IR

EXIST. GAS VALVE (U.I.P)

j

(U.I.P.)

6

N89°54' 04"W RAD=25.00'

WALL

VALVE (U.I.P.)

L AND WAL

RAMP

LOT 27

EXIST. WATER

GRINDING

(U.I.P.)

RAD=30.00' N89°54' 04"W

EXIST. WATER VALVE

EXIST.

W " 6 0' '5 .0 15 0 3 ° 7 D= 4 S RA

SIDEWALK

RCASE THE STAI

EXIST. MANHOLE

72

EX PROP. 11145 S.F. (0.2558 AC.) P.S.E. 46 S.F. (0.001 AC.) T.S.C.L. 87 S.F. (0.0019 AC.)

STURB DO NOT DI

(A.T.G) 14J2-057D

76

N\F REGINALD E. & DENISE L. BOMAR 8807 CRANBERRY LANE DB 23900 PG 3164 LOC# 14J541411

(A.T.G) 14J2-055D

LOT 28

058D 24J )1 P. .

I U. (

75=100023 IR

DB 20803 PG 236 LOC# 14J541246

EXIST. MANHOLE

LOT 29

LOT 31

LOT 32

LOT 33

LOT 34

PERFORM

ET TOP NL ST.I EXI

5

N\F CHARLES DONALD GLOVER II 4021 NORTH HANLEY ROAD

N89°40' 00"W

RCASE THE STAI

RAMP

RICHARD L. HICKS 4013 NORTH HANLEY ROAD DB 23705 PG 411

20A

LOC# 14J541291

P L

DB 24602 PG 4099 LOC# 14J541400

P L

ALVA AVENUE

P L

T.S.C.L.

STURB DO NOT DI

EX PROP. 7379 S.F. (0.164 AC.) P.S.E. 45 S.F. (0.001 AC.) T.S.C.L. 62 S.F. (0.0014 AC.)

N\F STEPHEN KOVALENKO 4001 NORTH HANLEY ROAD

P L

N\F

P.S.E.

NEW CONCRETE PAVEMENT

P L

N\F SONYA POINTER 4009 NORTH HANLEY ROAD DB 24395 PG 135 LOC# 14J541334

N\F CHARLES DONALD GLOVER II 4017 NORTH HANLEY ROAD DB 20803 PG 236 LOC# 14J541235

P L

2

2" MILL AND 3" OVERLAY (DEPTH TRANSITION)

N\F MELVIN T & CHAVON R. PURVEY 3919 NORTH HANLEY ROAD DB 8838 PG 1412 LOC# 14J541257

SEE SHEET NO. 17

APP.

SEE SHEET NO. 17

P L

OVERLAY 3"

SCALE: 1" = 20'

DESCRI PTI ON

SCALE IN FEET N\F MADDOG INVESTMENTS LLC 4005 NORTH HANLEY ROAD DB 19281 PG 3168 LOC# 14J541279

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

ER

20

E

0

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

PU BLIC W O RK S

2.

NOT FOR CONSTRUCTION

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

COA E1501/LS365

PERMANENT SIDEWALK EASEMENT (P.S.E.)

1.

DESIGNED:

H. H. DRAWN:

I.G. EX PROP. 5176 S.F. (0.119 AC.) P.S.E. 38 S.F. (0.0008 AC.) T.S.C.L. 54 S.F. (0.0012 AC.)

CHECKED:

J.O. SHEET SEQUENCE:

11 OF 30

Missouri PLS 2021015300 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

N

AR-1821 FEDERAL PROJECT NO.

DESCRI PTI ON T

S

ER E

IN

St ephani e Leon St r eet er ,P. E. Di r ect or

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

PU BLIC W O RK S

TRA N SPO RTA TIO N

RESURFACI NG

P L

REVI SI ONS

APP. BY REV.DATE

ST A. 2

LI NE

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

NORTH HANLEY ROAD ( F)

PL

I

F

4/21/2023

E

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be

R

O

DATE:

P PI

PERMANENT SIDEWALK EASEMENT (P.S.E.)

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand

S G SI N ONAL E

N

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

E

0" E

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

These plans do not meet the Missouri Minimum Standards for Property Boundary

E-29095

17 ' 3

LEGEND

NEW RIGHT-OF-WAY

EX PROP. 11916 S.F. (0.274 AC.) P.S.E. 70 S.F. (0.0016 AC.) T.S.C.L. 114 S.F. (0.0026 AC.)

NUMBER

RO I D UN D FO TE OP AD

3.9 4' S

RA D= 72 54 °

N\F GEIGER HANLEY LLC 4204 NORTH HANLEY ROAD DB 21370 PG 1032 LOC# 14J541501

SS OF MI O U

E T A

PR

2

2' 12 "E

j

) P. .

I U. E ( POL

EX PROP. 7624 S.F. (0.175 AC.) P.S.E. 9 S.F. (0.0002 AC.) T.S.C.L. 24 S.F. (0.0005 AC.)

1 P + 3 5.5 T 4

°3

(U.I.P.)

100044 OSPN

P

ST .

DB LOUI 66 S C OU 55 NT PG Y 1 50 3

'S 54

21 + 00.

00

LI NE

B 1 N3 5 PG 5° 1 ABDELHAMID 47 27 ' 48 HADJRI " E

RA D= 8

) P. .

I U. GN ( ST.BUS STOP SI EXI

TY I L ST.UTI EXI

EX PROP. 93010 S.F. (2.135 AC.) P.S.E. 96 S.F. (0.0022 AC.) T.S.C.L. 130 S.F. (0.0030 AC.)

25 'B UI LD I NG

127

03 .94

0' 5.4

(U.I.P.) ST .

DB LOUI 66 S C OU 55 NT PG Y 1 50 3

j

W 2"

PL

GN ST.SI EXI (U.I.P.)

UN TY 1 50 3

ET TOP NL ST.I EXI 053D 24J )1 &R. R. B. T. (

N\F GEIGER REAL ESTATE INC. 4120 NORTH HANLEY ROAD DB 10886 PG 1976 LOC# 14J541169

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

PG

100047 SNM

1+5 0

2 ' 08

5

126

H

P L P L

P L

P L

P L

2° N8

RAD =80 3

PL

NG PAD ANDI BUS L 8' x 5'

EX I RA ST D= .R 80 /W 3.

94 ' L= ST 1 04 . .

DB LOUI 64 S ' 66 CO 5

EXI ST. R/W

S T .

L O UI S CO U NTY PDE D B 6 6 70 PG 21 14 (21 39)

P L

ER

j

RAD

°2 2' 28 40 "W .00 EX ' I ST .R /W

j

P CA

T.S.C.L.

PROPOSED

RAD = 723 .

94' L= TY I L ST.UTI EXI 1 87.

42' ) P. .

I U. E ( POL

E PD 0) 4 TY (21 UN O 114 C 2 S UI PG O .L 70 ST 66 DB

RAD=723.

94 'S69° 07 ' 30"E

N\F GEIGER REAL ESTATE INC. 4102 NORTH HANLEY ROAD DB 10596 PG 484 LOC# 14J540850

N\F GEIGER-HANLEY LLC 4106 NORTH HANLEY ROAD DB 21372 PG 2672 LOC# 14J540906

N\F GEIGER REAL ESTATE INC. 4120 NORTH HANLEY ROAD DB 10886 PG 1976 LOC# 14J541170

RK MA

#1

ST. LOU DB I S C 667 OUN 0 P TY G 2 1 1 4 ( 21 40)

j j

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W\

CONS TRUC TI ON C L

"E

0' 6.0

j

LE ND I SP 1' 1.0 ER "E CK PI 07 ER 12' ON RK 2° MA N2 L I NA

"E

3' 09"E

1

3

P L

STOP

124

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TT

EY RV SU

RAD=728.

94 'S69° 2

RY TO 1S E AM FR

H TC A M

125

L I NA

P CA

D

VALVE

=79 8.94 'S

CO

T SE

D 09 ' RO N ° 15 3' RO I 0.8 D UN "E FO 53 ' 58 3°

N7

S

BUS

IR

LOT

2

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23

EY

W\

RO

1 ' 07

ND

RAD=7 98.94 'S66° 35' 13

U FO

7 N7

TY UN CO 58 S I 20 OU PG .L ST 27 66 E DB 6"

1° N2

EXIST. GAS

20 + 0 0 .

0 0

2

D RO

100046

COU DB 6 NTY 61 9 PG 439

(U.I.P)

RV SU

N

N

j

j

6'

C FI AF X TR BO LL PU

4 .3

RAD= 798.

94' L= 63.

04' ST.LO UI S

LOT

RO I

RO I

D RO 8' 0.0

(U.I.P.)

EX PROP. 410634 S.F. (0.180 AC.) P.R.I.M.U.S.S.E. 127 S.F. (0.0029 AC.) T.S.C.L. 298 S.F. (0.0068 AC.) T SE

T SE

T SE

N

RO D RO N I TED ADO P

RO I D UN "W FO 50 ' ° 15

4 S4

j

j

NE LI

D FO UN

S

VALVE (U.I.P)

SEE SHEET NO. 21

N\F EDGAR H. & NORMA E. THIES 4213 NORTH HANLEY ROAD DB 8051 PG 1023 LOC# 13J220412

VERA AVENUE

1

22"W 08'

OS CR

"E 30 6'

0 +0 6 1 .

TA

LOT

N82°

T

1° 2

LOT

SEE SHEET NO. 24

SEE SHEET NO. 24

E

PE PI N 1' RO I 0.2 D "E UN 56 FO ' 55 4° S8

EX PROP. 7836 S.F. (0.180 AC.) P.S.E. 73 S.F. (0.0016 AC.) T.S.C.L. 99 S.F. (0.0022 AC.)

) &R. R. B. T. K ( DEWAL SI X O B L AT THE PUL

14

U EN AV

5

N\F PINNACLE REAL ESTATE HOLDINGS LLC 4032 NORTH HANLEY ROAD DB 20014 PG 2005 LOC# 14J540704

K DEWAL DTH SI EAR WI CL DE 4' PROVI E TY POL I L AT THE UTI

24

SEE SHEET NO. 18

NK LI

) &R. R. B. T. K ( DEWAL SI

ET TOP NL NG I STI EXI 062D 24J )1 &R. R. B. T. (

#1

) &R. R. B. T. K ( DEWAL SI

(U.I.P.)

K DEWAL DTH SI EAR WI CL DE 4' PROVI E TY POL I L AT THE UTI

LOT

15

"E 12 ' 09

SEE SHEET NO. 18

T.S.C.L.

P.S.E.

T LO E 15"

8°

T.S.C.L.

100043 SNM

POLE

ST.FENCE EXI

° 37 S86

N7

ET TOP NL ST.I EXI

) P. .

I U. VE ( VAL 117

EPHONE PEDESTAL ABANDONED TEL K DEWAL DE PROPOSED SI OUTSI

.94

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063D 24J )1 &R. R. B. T. (

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RAD

D RO

RAMP

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N

S

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122 121

T.S.C.L.

055S 24J G)1 T. A. (

118

145 OIR

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110 T SE

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BOLLARDS

j

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116

115

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EXIST. DOUBLE INLET TOP

' 00 .

60

EXIST. DOUBLE INLET TOP

L AT&T PUL

ST.WATER EXI

J13,J14

60

40

SCALE: 1" = 20'

EXIST.

EXIST. GAS VALVE

EXIST. GAS VALVE

20

SCALE IN FEET

) G. T. A. BOX (

N\F PETRONILA ROMAN 4101 NORTH HANLEY ROAD DB 12291 PG 37 LOC# 14J541389

DB

0

AGG.BASE

LOC# 14J541280

) P. .

I U. VE ( VAL

MSD BASE MAP:

( 4 OF 7)

2" ON COARSE CORE NO.7,PCCP 8.

PETRONILA ROMAN ROMERO 4103 NORTH HANLEY ROAD DB 10504 PG 109

ST.WATER EXI

N\F DARRELL M. & CYNTHIA R. THIES 4125 NORTH HANLEY ROAD DB 9294 PG 373 LOC# 14J541422

N/A

RI GHT OF W AY PLAN

4105 NORTH HANLEY ROAD DB 22608 PG 117 LOC# 14J541224

N\F

MSD:

N\F TINA & DEMETRIOUS MOSLEY 4119 NORTH HANLEY ROAD DB 15417 PG 64 LOC# 14J541048

MA TC

N\F DANIEL BRAVO

7124B-22

NOT FOR CONSTRUCTION

4107 NORTH HANLEY ROAD DB 18717 PG 3181 LOC# 14J541602

E-W GATEWAY TIP NO.

COA E1501/LS365

N\F DENNIS W. DONEY

EW VI G 47 1 LON PG 5 1 PB

N\F TINA A. MOSLEY 4113 NORTH HANLEY ROAD DB 15903 PG 2202 LOC# 14J541576

STP-5613(609)

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis

DESIGNED:

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned

H. H.

and sealed said change as a revision.

OVERLAY 3"

DRAWN:

NOTES:

I.G. 1.

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

2" MILL AND 3" OVERLAY (DEPTH TRANSITION) 2.

LOT

LOT

6

4

ABNA Engineering By: Jonathan A. Rowsell

CHECKED:

J.O.

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

SHEET SEQUENCE:

NEW CONCRETE PAVEMENT

12 OF 30

Missouri PLS 2021015300 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

N

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

LEGEND

E-W GATEWAY TIP NO.

7124B-22

NOTES: MSD:

N/A

NEW RIGHT-OF-WAY

1.

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

2.

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

MSD BASE MAP:

J13,J14

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, 60

PERMANENT SIDEWALK EASEMENT (P.S.E.)

SCALE IN FEET SCALE: 1" = 20'

REVI SI ONS

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

OVERLAY 3"

9 2" MILL AND 3" OVERLAY (DEPTH TRANSITION)

BY REV.DATE 131

130

BUS

17 S71°

STOP

T.S.C.L.

#2

ST.BUS EXI STOP

51"E '

) P. .

I U. GN ( SI

) &R. R. B. T. (

P L

164 OIR

SEE SHEET NO. 21

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand seal on this sheet are void unless all referenced plan sheets remain attached, and shall be madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis

N\F GEIGER REAL ESTATE INC. 4220 NORTH HANLEY ROAD DB 17027 PG 2390 LOC# 14J541499

N\F GEIGER REAL ESTATE INC. 4222 NORTH HANLEY ROAD DB 17027 PG 2393 LOC# 14J541433

N\F GEIGER REAL ESTATE INC. 4228 NORTH HANLEY ROAD DB 17347 PG 3549 LOC# 14J541213

P L

P L

P L

P L

P L

N\F GEIGER HANLEY LLC 4232 NORTH HANLEY ROAD DB 22274 PG 1889 LOC# 13J220386

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to N\F GEIGER REAL ESTATE INC. 4230 NORTH HANLEY ROAD DB 17152 PG 656 LOC# 13J220397

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned and sealed said change as a revision.

ER

DESIGNED:

H. H.

T LO

EX PROP. 9864 S.F. (0.226 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 38 S.F. (0.0009 AC.)

N\F GEIGER HANLEY LLC 4236 NORTH HANLEY ROAD DB 22274 PG 1889 LOC# 13J220375

( 5 OF 7)

ST.WATER EXI G) T. A. VE ( VAL

RI GHT OF W AY PLAN

) P. .

I U. TOP (

26 These plans do not meet the Missouri Minimum Standards for Property Boundary

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

129

ET NL NG I STI EXI

NORTH HANLEY ROAD ( F)

51"E 17'

ABS K SL DEWAL 2 SI

SS O ' C R .33 3 T C U "W D 10 ' UN 32 FO 0° N3

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E

IN

R 00' 60.

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j

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O

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j

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L=

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68' 237. = L 94' 803.

RAD=

j

L = 80.

09'

S COUNTY OUI ST.L 44 DB 6602 PG

COA E1501/LS365

4/21/2023

PU BLIC W O RK S

83' 43.

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00' 70.

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DRAWN:

I.G.

6

T LO 5

3

2

T LO

T LO

T LO

CHECKED:

J.O. SHEET SEQUENCE:

13 OF 30

4

By: Jonathan A. Rowsell

DATE:

TRA N SPO RTA TIO N

N5 4 °

T

UNTY S CO OUI 734 ST.L 1 G P 643 DB 6

DB 6630 PG 21 85

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51"E '

N RO W I " D 10 UN 9' FO 1° 2 S3

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N\F JESUS ROMAN ROMERO & ROSA M. ROMAN 4216 NORTH HANLEY ROAD DB 8880 PG 532 LOC# 14J541488

M TE ' RE .15 0 NC C O "E D 30 ' UN 4 7 FO 6° S5

TY I L ST.UTI EXI ) P. .

I U. E ( POL

ST.L OUI S COUNTY

j

23.

40'

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S G SI N ONAL E

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

"W

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4 5' 22 N54 °

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UNTY S CO OUI 738 ST.L PG 1 643 DB 6

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I

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E-29095

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NUMBER

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ST.L OUI S COUNTY DB 6655 PG 1 503

PC 23+ 27.

1 8

R

ABDELHAMID HADJRI

TOP (U.I.P.)

BUS 8' x PROPOSED 5'

RAD=763.94' D=16°43'27"

SS OF MI O U

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j

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94 'N 5

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D

j

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ST.L OUI S CO UNTY DB 6 655 PG 1 503

(U.I.P.)

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D

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AL ENTRANCE COMMERCI

1 47

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1 4'

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

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(U.I.P.) 1 5 PG

P L

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P L

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T LO 25' BUI LDI NG L I NE P B

NEW CONCRETE PAVEMENT

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LOC# 14J541444

N\F EDGAR H. & NORMA E. THIES 4213 NORTH HANLEY ROAD DB 8051 PG 1023 LOC# 13J220412

N\F NORMA E. THIES 4215 NORTH HANLEY ROAD DB 18861 PG 1028 LOC# 14J541477

N\F EDGAR H. & NORMA E. THIES 4209 NORTH HANLEY ROAD DB 8051 PG 1025

NOT FOR CONSTRUCTION

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

RESURFACI NG

40

DESCRI PTI ON

20

APP.

0

Missouri PLS 2021015300 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

LEGEND

E-W GATEWAY TIP NO.

7124B-22

N

NOTES:

NEW RIGHT-OF-WAY

3.

SEE SIGNAL PLAN FOR SIGNAL EQUIPMENT REMOVAL.

MSD BASE MAP:

J13,J14

SCALE IN FEET SCALE: 1" = 20'

) P. .

I U. ARDS ( L ST.BOL EXI

7 7

LOC# 13J220641

° 5

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

REV.DATE

N\F METRO 70 APTS LP 8802 DRAGONWYK DRIVE DB 24272 PG 2655

S

EX PROP. 410634 S.F. (9.427 AC.) P.R.I.M.U.S.S.E. 127 S.F. (0.0029 AC.) T.S.C.L. 298 S.F. (0.0068 AC.)

NEW CONCRETE PAVEMENT

BY

2" MILL AND 3" OVERLAY (DEPTH TRANSITION)

5 1'

EXIST. P.T.S.E.

148 149

EXIST. TRAFFIC POLE 139

(SEE SIGNAL PLANS)

T.S.C.L. 147 134

188 OCM 150 146

133

SEE NOTE NO. 3

142

145

EXIST. DOUBLE INLET TOP 137

132

(T.B.R.&R.) 13J3-106D

RAMP 16

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RAMP 17 (U.I.P.)

(U.I.P.)

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EXIST. R/W

j

S COUNTY OUI ST.L 503 DB 6655 PG 1

CORE NO.8 3" ON COARSE PCCP PCCP 7. " ON COARSE 1 W/STEEL 4.

G) T. A. VE ( ST.GAS VAL EXI

EXIST. TRAFFIC POLE

NORTH HANLEY ROAD

(SEE SIGNAL PLANS)

AGG.BASE

N18°44'21"E 742.83'

27+00.00

28+00.00

29+00.00

CONSTRUCTION C L 31+00.00

30+00.00

32+00.00

E ST.MANHOL EXI G) T. A. (

EXIST. GAS LINE (U.I.P)

RAMP

ST. LOUIS COUNTY

POLE (U.I.P.)

11

j

j

ST. LOUIS COUNTY DB 6693 PG 1634

j

N18°41'03"E 308.49'

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be

1 1

0 1

and sealed said change as a revision.

T LO

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned

T LO

VE PLAC E DRI

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand j

D RO

P L

7

TY VERSI UNI

N RO I D UN ED FO T OP AD

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis 57"E 296.72' S71°18'

T LO

P L

j

These plans do not meet the Missouri Minimum Standards for Property Boundary

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

( 6 OF 7)

EXI ST.R/ W

SET

j

RAD=79.50' N18°41'03"E

N18°41'03"E 70.00' 57"E S71°18'

N\F GEIGER-HANLEY LLC 8724 UNIVERSITY PLACE DRIVE DB 21372 PG 2672 LOC# 13J220632

17.04'

W " 02 ' 43 2° 0 S ' 00 .

94 D= RA

j

(SEE SIGNAL PLANS)

RI GHT OF W AY PLAN

R A L D= 12 79 4 .5 .8 0 8 ' '

W \CAP

N\F BI-STATE DEVELOPMENT AGENCY 4300 NORTH HANLEY ROAD DB 8909 PG 470 LOC# 13J311026

P CA

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(U.I.P)

W\

W / R

15

EXIST. GAS LINE

POLE (U.I.P.)

(U.I.P.) 13J3-108D

D RO

.

T S I X E

RAMP

EXIST. UTILITY EXIST. INLET TOP

N RO I

D RO

(U.I.P.) G) T. A. VE ( ST.GAS VAL EXI

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N

(U.I.P.)

(U.I.P.)

TRA N SPO RTA TIO N

T SE

14

EXIST. TRAFFIC POLE

P L

4/21/2023

EXIST. R/W

(U.I.P.)

0

12

DATE:

j

RAMP

0

RAMP

DEDICATION PB 326 PG 24

(U.I.P.)

R A N D =9 P B 4 3 .

0 2 6 0 ' P L G (U.I.P.) = 2 10 4 5 .8 1' (U.I.P.)

ST. LOUIS COUNTY DB 6602 PG 40

(U.I.P.)

(U.I.P.)

E ON PH L LE TE ESTA D PE

RO I D UN ED FO T OP AD

51"E S71°17'

S COUNTY ST.LOUI 6643 PG 1752

PDE DB 0' 0.4

D E D I C A T I O

ST. LOUIS COUNTY DB 6612 PG 1323

DB 6628 PG 1247

S COUNTY OUI ST.L DB 6691 PG 1710

(U.I.P.)

RAD= 94.

00'S 61° 4 6' 27"E

POLE (U.I.P.)

S G SI N ONAL E

RESURFACI NG

ST.L OUI S COUNTY DB 6643 PG 1 747

EXIST. UTILITY

POLE (U.I.P.)

E

NORTH HANLEY ROAD ( F)

N28 °40 ' 1 3" E 1 5.

00'

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RON I

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151

ABDELHAMID HADJRI

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64' E 272.

53" 8°32' N1

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I

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SS OF MI O U

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) P. .

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N\F EDGAR H. & NORMA E. THIES 4213 NORTH HANLEY ROAD DB 8051 PG 1023 LOC# 13J220412

60

40

REVI SI ONS

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

20

APP.

0

DESCRI PTI ON

9

PERMANENT SIDEWALK EASEMENT (P.S.E.)

S COUNTY OUI ST.L 752 745,1 744.1 DB 6643 PG 1

NOT FOR CONSTRUCTION

SEE SHEET NO. 18

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

ER

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

N/A

E

2.

MSD:

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

COA E1501/LS365

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

1.

DESIGNED:

H. H. DRAWN:

I.G. CHECKED:

J.O.

ABNA Engineering By: Jonathan A. Rowsell

SHEET SEQUENCE:

14 OF 30

Missouri PLS 2021015300 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

2

COUNTY PROJECT NO.

.5

FEDERAL PROJECT NO.

STP-5613(609) S EA

P

ER

' 0 0 .

0 4

PL

98

20

40

60

T SE

SCALE: 1" = 20'

AN NG MODOT PEDESTRI STI EXI

T SE

P) .

I U. VE ( ST.WATER VAL EXI

NG AND ZED CROSSI I GNAL SI

T CU

GNAL C SI NG MODOT TRAFFI STI EXI

j

NG NG CROSSI STI EXI

"W 10 4'

R

8)

PR

E-29095

O

NG NG CROSSI STI EXI

F

S OS CR

ER

T CU

' 1 0 .

1 26 = L ' 0 0 .

0 0 7 D= RA " 0 5 ' 21 ° 21 D=

I

2 (15

ND

NUMBER

E

0

2 15

ABDELHAMID HADJRI

00 00. + 35 P) .

I U. ET ( NL ST.GRATE I EXI

SS OF MI O U

E T A

E

IN

PG

8' 3.8

5

U FO

T

5 68

PE ' PI N .08 0 RO I D "W PE UN 05 PI ' FO ° 12' N 23 8 RO E 0.

I S0 " D 35 UN 6' FO 0 5° S4

DB

j

01 .

PT 54 + 35

S

j j

1 TE PG STA 595 8 DB

3 3° N1

R/W ST. EXI ' 31 3.

E 6 " 9 1 ' °33 SSOURI N06 OF MI 625

AD RO

RW R 74 FO 32 T 37 MN ES SE# U CA

TE RE

j

NC

P CA

S OS CR

W\

CO

UE EN

D RO

AV

N RO I

N

0' KE I 0.3 SP D "E UN 41 FO ° 03' 9 N6

DO EL

j

E

T EN EM S 2 ' EA 14 0 0 .2 ER PG 67 4 AT 1 'W 04 W " 8 10 0 ' 3 B ' 2 ' D 0 .9 2 0 .0 8° 99 4 7 15 S

W

SCALE IN FEET

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

j

AP

G

C

P

\

I -70 EAS TBO UND

90

W

BI -STATE DB 8771 PG 2205

2

D

N67° 39' 47"W 18.

66'

P L

B

O

P L

"W 0 3 9' 5 ° 1 1 N

P

R

V I R D K E) AT

LIMITS

0

NOT FOR CONSTRUCTION

11

N

Y

V I MODOT MAINTENANCE

J13,J14

REVI SI ONS

4

PL

G

O R I

W N

W W / " R . '48 T 4 S I X °3 E 3 2 N

P) .

I U. E ( ST.MANHOL EXI

MSD BASE MAP:

BY

P

ET

O R (P

' 0 .4 2 11

ON BP GAS STATI

057S 33J 1

N/A

REV.DATE

9 96

N\F MASSARI INC. 4403 NORTH HANLEY ROAD DB 19836 PG 433 LOC# 13J220595

N

1

B D

S

AG R D

EX APARTMENT COMPL

NE STA.32+00 MATCH LI

MSD:

O FF RAM P

T

E

EN

T LO

EM

P PI

7124B-22

DESCRI PTI ON

N RO I

E-W GATEWAY TIP NO.

APP.

ND

C I R T

U FO

C LE 'E

AR-1821

S G SI N ONAL E

DATE:

0 0 .

0 0 + 34

CONCRETE PAVEMENT REPAIRS TO BE CONSTRUCTED AT VARIOUS LOCATIONS.

2.

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

MP RA

LEGEND

These plans do not meet the Missouri Minimum Standards for Property Boundary

NEW RIGHT-OF-WAY

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

AND OT NG L PARKI

madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis

SIDEWALK & SEWER EASEMENT (PRIMUSSE)

PERMANENT SIDEWALK EASEMENT (P.S.E.)

oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned and sealed said change as a revision.

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

OVERLAY 3"

3 1

2 1

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

DESIGNED:

ABNA Engineering NK STOP I EY METROL NORTH HANL

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY,

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be

T LO

T LO

RI ) OU 14 (2 SS MI 09 OF G 2 E P AT ST 6855 DB

NK STOP I METROL

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand

St ephani e Leon St r eet er ,P. E. Di r ect or

ON

1.

PU BLIC W O RK S

NOTES:

ND

LIMITS

U BO ST EA

MAINTENANCE

j

RI OU 15) (2 SS MI 09 OF G 2 E P AT ST 6855 DB

COUNTY

NK LI N AI E NC FE

CH

j

ST. LOUIS

NK I N L NG CHAI STI EXI ) P. .

I U. FENCE (

RI GHT OF W AY PLAN

P CA

E

EXIST. R/W

0 -7 I

W\

G) T. A. ET ( NL ST.GRATE I EXI

TRA N SPO RTA TIO N

D RO

TY UN CO 002 S 1 I U O PG .L 0 ST 661 B D

RESURFACI NG

N RO I

STA 32+32.34

NORTH HANLEY ROAD ( F)

T SE

END PROJECT

( 7 OF 7)

0 0 .

0 0 + 3 3 PC 32+93.00

32+00.00

COA E1501/LS365

4/21/2023 4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

NORTH HANLEY ROAD

By: Jonathan A. Rowsell Missouri PLS 2021015300

H. H.

2" MILL AND 3" OVERLAY (DEPTH TRANSITION) DRAWN:

I.G. NEW CONCRETE PAVEMENT CHECKED:

J.O. SHEET SEQUENCE:

15 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

NOTE:

AR-1821 NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

1.

FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

7124B-22

2G 42

N00°08'30"W 40.00'

47

46

RAMP #2

SET BACK/BUILDING LINE

30"E N89°51'

T

S

ROD I RON

NUMBER E-29095

O

F

SCALE IN FEET

ABDELHAMID HADJRI

248 521 4J OC# 1 L EX PROP. 10461 S.F. (0.240 AC.) P.S.E. 12 S.F. (0.0003 AC.) T.S.C.L. 46 S.F. (0.0011 AC.)

SET

W \CAP

30"E N89°51'

15

10

SS OF MI O U

E T A

PR

I RON

5

SET

0

N\F JING TONG NE AVENUE 8531KATHERI DB 24038 PG 889

I

ROD

EX PROP. 5129 S.F. (0.118 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 37 S.F. (0.0008 AC.)

W \CAP

20 E " 20 0' 0' °3 .

0 8 1 S 25 D= RA

R

EX PROP. 5465 S.F. (0.125 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 24 S.F. (0.0005 AC.)

095 521 4J OC# 1 L

E POL #10

2.79'

RAD=25.00' S89°50' 30"E

I RON SET

30"E N89°51'

21

T.S.C.L.

N

61 1 521 4J OC# 1 L

W / R .

T S I X E

100015 IR

j

FZU AWRENCE R.DEBRA A.GREI L EY ROAD 8 NORTH HANL 381 8 PG 383 DB 731

45

EXIST. FIRE HYDRANT (U.I.P.)

SET BACK/BUILDING LINE

N\F

2E

ER

100014 IR

EY MORGAN ANDREA BRADL EY ROAD 3822 NORTH HANL 646 DB 23808 PG 1

' W " 0 0 . 33 4 1' 2 3 ° 5 3 N

EXIST. SIGN (U.I.P.)

EXIST. PORCH STEPS (D.N.D.)

39a

P.S.E.

41= 100016 IR

EXIST. WATER VALVE (A.T.G)

E

FOOT

R A D L =2 =3 5 1. .

0 13 0 ' '

EXIST. R/W

SET

RAMP #1

100013 CROSS

CROW

39

N00°09'30"E 219.44'

2C

j

RECONSTRUCT WALL TO EXTEND & STAIRS (D.N.D.)

8AN\F

T.S.C.L.

E POL #11

P L

ROD

38

EX I ST .R /W

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

CUT

W \CAP

1.45'

40

2.

0%

E

SCALE: 1" = 5'

CLEANOUT (U.I.P.)

IN

1C

CONCRETE WALK

NOT FOR CONSTRUCTION

1E

7.

83%

1 .

96%

43

DESCRI PTI ON

j

1G

2A

4'

j

j

EXIST. R/W

17.95'

% 0 .

2

REVI SI ONS

1 .

48%

N00°09'30"E

2.

0%

8.

0%

4'

5.

33%

6'

BY

1 .

6%

1A

J13,J14

REV.DATE

4'

0.

79 %

MSD BASE MAP:

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

6'

1.87%

4'

5.

83%

2B

6'

4'

4'

44

W \CAP

2.

0% 37

ST. LOUIS COUNTY DB 6670 PG 21 1 4 ( 21 24)

ROD

EXIST. WATER VALVE (A.T.G.)

2F

I RON

1B

2D

SET

1D

N/A

1.87%

1F

4'

EXIST. MANHOLE (A.T.G.) 14J2-0169D

MSD:

EXIST. UTILITY POLE (U.I.P.)

APP.

EXIST. GAS VALVE (A.T.G.)

40a

N00°59' 30" E 1 27.

1 3'

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

S COUNTY OUI ST.L 0 PG 234 DB 661

NE AVENUE KATHERI

EXIST. UTILITY POLE (U.I.P.)

100012 IR

NORTH HANLEY ROAD

EXIST. INLET TOP (T.B.R.&R.) 14J2-0168D

S G SI N ONAL E

DATE:

EXIST. INLET TOP (T.B.R.&R.) 14J2-064D

5'

4'

4'

67 66

1 .

50% N00°09' 30" E 1 64.

35'

EXIST. R/W

26.24'

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

EX PROP. 5368 S.F. (0.123 AC.) P.S.E. 23 S.F. (0.0005 AC.) T.S.C.L. 57 S.F. (0.0013 AC.)

W \CAP ROD

SET BACK/ BUILDING LINE W \CAP

JANE AVENUE

PERMANENT SIDEWALK EASEMENT (P.S.E.)

N\F C L NVESTMENT GROUP L W JI EY ROAD 4 NORTH HANL 391 9868 PG 588 DB 1 226 521 4J OC# 1 L

I RON

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

19

SET

NEW RIGHT-OF-WAY

30"E N89°51'

LEGEND

64=100022 IR

ACE THE STEPS REPL

EXIST. SIGN (U.I.P.)

100019 IR

4G

E POL #7

69

RAMP #4

N

RAMP #3

j

E POL #8

N00°08'30"W 40.00'

4E

65

( 1 OF 9)

W / R .

T S I X E

E X I S T .

R / W

j

SET BACK/BUILDING LINE

T.S.C.L.

RI GHT OF W AY DETAI LS

68

ROD

62

100021 IR

70

RESURFACI NG

N 3 4 ° 2 26 3 ' .

0 30 8 ' "E

P.S.E.

' W 0 " 0 7 .

2 0 ' 2 1 2 ° 3 3 N

(U.I.P.)

NORTH HANLEY ROAD ( F)

EXIST. WATER LINE (U.I.P)

I RON

I RON ROD W \CAP

T.S.C.L.

CLEANOUT (U.I.P.)

58

0.79'

SET

57

61

4C

3E

SET

P.S.E.

30"E N89°51'

56

3C

St ephani e Leon St r eet er ,P. E. Di r ect or

3.

1 7%

3G

60

1 .

50%

6'

j

j

5.

93%

4.

06%

4A

3.

1 7%

4'

PU BLIC W O RK S

% 9 0 .

3 3A

8.

1 7%

4F

TRA N SPO RTA TIO N

5.

88 %

4B

4'

6'

2.0%

4'

6'

8.

0%

j

EXIST. R/W

3B

EXIST. UTILITY POLE (U.I.P.)

5'

1 .

25%

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

EXIST. WATER VALVE (A.T.G.)

0.50%

3D

N00°09' 30" E 21 9.

44' 2.

75%

24.00'

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

59=100018 IR

3F

CLEANOUT (U.I.P.)

S COUNTY OUI ST.L 529 DB 6599 PG 1

EXIST. UTILITY POLE (U.I.P.)

4'

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

4D

NORTH HANLEY ROAD ST. LOUIS COUNTY DB 6670 PG 21 1 4 ( 21 28)

COA E1501/LS365

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

18 N\F 4000 NORTH HANLEY TRUST 4000 NORTH HANLEY ROAD DB 21874 PG 506 LOC# 14J541268 EX PROP. 5563 S.F. (0.128 AC.) P.S.E. 48 S.F. (0.0011 AC.) T.S.C.L. 171 S.F. (0.0039 AC.)

DESIGNED:

H. H. 0

5

10

15 DRAWN:

I.G. SCALE IN FEET SCALE: 1" = 5'

CHECKED:

J.O. SHEET SEQUENCE:

16 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821

7124B-22 MSD:

N/A

N

5L

6' 0"

5J

EXIST. MANHOLE (A.T.G) 14J2-057D

5H

" 0 ' 6

% 2.

0 0 9 0 1. % % 1.

0 8 9 0 1. %

6F

6K

RA D L= =25 20 .

0 .

58 0' '

6M

4.

20 %

4.

20 %

100026 IR

S

W \CAP ROD

I RON

RAMP #6

NUMBER

ST. LOUIS COUNTY DB 6611 PG 2209

E-29095 E

SET

SET

NORTH HANLEY ROAD

6N

6L

ABDELHAMID HADJRI

F

ST. LOUIS COUNTY DB 6607 PG 1276

6I

O

71

6J

PR

RAMP #5

EXIST. WATER LINE (D.N.D.)

I RON

ROD

5D

5B

SS OF MI O U

E T A

I

REBUILD AS CONFIGURATION S-PAR-2 TYPE C CURB RAMP DIAGONAL BACK OF CURB

T

5F

R

W \CAP

6H

EXIST. INLET TOP (T.B.R.&R.) 14J2-058D

31.65'

EXIST. R/W N00°05' 56" E 1 22.

79'

REBUILD AS CONFIGURATION S-PAR-2 TYPE C CURB RAMP DIAGONAL BACK OF CURB

DESCRI PTI ON REV.DATE

6G

6 ' 0 "

0% 4 .

1

6E

j

' 00 0. ' 3 D= 43 RA 22.

L=

100024 IR

ALVA AVENUE

6.

40 %

73=

EXIST. GAS LINE (D.N.D.)

EXIST. WALL (D.N.D.)

j

EXIST. SIGN (RELOC.)

% 0

N00°05' 56" E 349.

63'

.8 5

N00°05'56"E 50.00'

j

j

EXIST. R/W

" % 0 ' 0 " .0 2 '0 6

5C

IR

29.62'

4

75=100023

% 0 .0 2

5A

" 0 ' 6

CLEANOUT (U.I.P.)

. .L .C .S T

j

. .E .S P

5G

% 0 .1 8

5E

7.

40 %

5I

4009 NORTH HANLEY ROAD DB 24395 PG 135 LOC# 14J541334

ER

EXIST. SIGN (RELOC.)

76

REVI SI ONS

W " 6 0' '5 .0 15 0 3 =

D A

°

SCALE: 1" = 5'

APP.

SCALE IN FEET

N89°54' 04"W RAD=25.00'

7

R

' 0 .0 W 5 2" 2 = '4 D 4 A 4 R ° 2 4 N

15

10

BY

6C 6D

5

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

W \CAP

SET

0

100025 IR

SET

4

RAD=30.00' N89°54' 04"W

S

EXIST. SHALLOW WALL (T.B.R.) N\F REPLACE WITH INTEGRAL CURB SONYA POINTER

5N

I RON

72

2

6B

ROD

5K

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

J13,J14

NOT FOR CONSTRUCTION

P L

5M

MSD BASE MAP:

I RON

PERMANENT SIDEWALK EASEMENT (P.S.E.)

EX PROP. 7379 S.F. (0.169 AC.) P.S.E. 45 S.F. (0.001 AC.) T.S.C.L. 62 S.F. (0.0014 AC.)

E-W GATEWAY TIP NO.

ROD

EXIST. UTILITY POLE (UIP)

STP-5613(609)

IN

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

W \CAP

P L

6A

FEDERAL PROJECT NO.

E

NEW RIGHT-OF-WAY

LOT 29

LEGEND

S G SI N ONAL E

DATE:

RAMP #7 EXIST. GAS VALVE (U.I.P.)

EXIST. DOUBLE INLET TOP (T.B.R.&R.) 14J2-056D

COA E1501/LS365

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

CROSS

8H

6' 0"

8E

4' 0"

8G ST. LOUIS COUNTY

20A N\F REGINALD E. & DENISE L. BOMAR 8807 CRANBERRY LANE DB 23900 PG 3164 LOC# 14J541411

RAMP #8

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

TRA N SPO RTA TIO N

BOXED

LANE

CUT

8C

N00°1 4' 00" E 1 04.

85'

(U.I.P.)

160=100034 CROSS

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

7.

50%

159

EXIST. MANHOLE (A.T.G) 14J2-055D

EXIST. R/W

EXIST. TRAFFIC PULL BOX (U.I.P.)

DB 6618 PG 1919

8I

N00°1 4' 00" E 1 04.

85'

RI GHT OF W AY DETAI LS

I RON

7F

SET

7D 7B

ROD

EXIST. WALL (U.I.P.)

2.

00%

6' 0"

8.

00%

163

RESURFACI NG

8.

27%

1.69%

161

NORTH HANLEY ROAD ( F)

7G

5% 0.

W \CAP

5'11"

1.16%

j

8.

07%

P.S.E.

j

N00°05' 56" E 1 22.

79'

1.83%

5' 1 "

8A

8F

6'0"

EXIST. R/W

T.S.C.L.

8D 8B

2.00%

7E

j

41.13'

(U.I.P.)

7C

EXIST. GAS LINE (D.N.D.)

PULLBOX

7A

(U.I.P.)

2 18 7 ' 0 .

16 4 ' "E

162

EXIST.SIGN (U.I.P.)

SET

SCALE: 1" = 5'

(U.I.P.)

164

TRAFFI C

6' °2 3' 3 0 N2 20.

SET

SCALE IN FEET

W R/ .

ST I "W EX 2 2

E X I S T N .R 3 / 6 W °

CRANBERRY

ROD

100031 IR

I RON

15

6.07'

10

EXIST. GAS VALVE (U.I.P.)

1.50%

W \CAP

EXIST. UTILITY POLE (U.I.P.)

j

5

165

100033 IR

( 2OF 9)

N00°21 ' 00" E 45.

00'

N

0

j

100032 IR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

DESIGNED:

NORTH HANLEY ROAD

H. H. EX PROP. 11145 S.F. (0.2558 AC.) P.S.E. 46 S.F. (0.001 AC.) T.S.C.L. 87 S.F. (0.0019 AC.)

DRAWN:

I.G. CHECKED:

J.O. SHEET SEQUENCE:

NOTE: 1.

17 OF 30

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609)

NORTH HANLEY ROAD

E-W GATEWAY TIP NO.

3.

33%

RAMP #9

10

REV.DATE

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

R /W

T .

2 2 0 ' .0 28 "W 0 '

7 N 5 5

4

°

LI NK

P L

0

171

CROSS

W \CAP

E T A

SS OF MI O U

ABDELHAMID SCALE IN FEET

HADJRI

SCALE: 1" = 5'

ER

PR

NUMBER E-29095 F

E

IN

O

E

EX PROP. 7836 S.F. (0.180 AC.) P.S.E. 73 S.F. (0.0016 AC.) T.S.C.L. 99 S.F. (0.0022 AC.)

I

S

T

15

R

N\F PINNACLE REAL ESTATE HOLDINGS LLC 4032 NORTH HANLEY ROAD DB 20014 PG 2005 LOC# 14J540704

168

10E

BOXED

ROD

15

EXISTING SIGN (U.I.P.)

T. S. C. L .

CUT

I RON

9C

10C

S86° 37' 15"E

SET

CROSS

EXISTING BOLLARDS (T.B.R.)

107= 100036 IR

10G SET

9B

EXISTING BOLLARDS (U.I.P.)

9F

169

RAD=728.94

BOXED

102

RAMP #10

103

CUT

106

172

P. S. E.

j

SET

T.S.C.L.

EXI ST.R/W

L = 37.

1 7'

R/ W

9A

L = 21 9.

27'RAD= 728.

94'

NOT FOR CONSTRUCTION

3.

27%

I S

P.S.E.

6' 0"

BY

10A

N2 1 4 90 6° .

EX 1 3' ' I 5" ST 1 . E

2.

5%

6'0"

% 68 3.

REVI SI ONS

10F

j

4.87%

7' 4"

EXISTING BOLLARDS (T.B.R.)

10D 170

9G

5.43%

105

10B

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

1.17%

4.

81 %

1.13%

4'

j

EXI ST.R/W

30.98'

6'

3.47%

N00°1 6' 1 2" E 224.

1 1 '

167

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

2.00%

9E

E X

101

( 21 32)

EX PROP. 11916 S.F. (0.274 AC.) P.S.E. 70 S.F. (0.0016 AC.) T.S.C.L. 114 S.F. (0.0026 AC.)

EXISTING BOLLARDS (T.B.R.)

9D

J13,J14 PG 21 1 4

DESCRI PTI ON

104= 100035 CROSS

MSD BASE MAP: DB 667 0

APP.

166= 100037 CROSS

AVENUE

EXISTING BOLLARDS (U.I.P.

GEIGER REAL ESTATE INC. 4102 NORTH HANLEY ROAD DB 10596 PG 484 LOC# 14J540850

EXIST. UTILITY POLE (U.I.P.)

N/A

ST.L OUI S COUN TY

N\F

1 4 ( 21 30) EXISTING BOLLARDSDB 6670 PG 21 (T.B.R.)

EXIST. GAS VALVE (UIP)

7124B-22 MSD:

EXIST. INLET TOP (T.B.R.&R.) 14J2-063D ST.L OUI S COUNTY

N

14

S G SI N ONAL E

DATE:

EXIST. SIGN (RELOC.)

ROD

149

I RON

150

133 134

EXIST. SIGNAL POLE (SEE SIGNAL PLANS) EXIST. SIGNAL PULLBOX (SEE SIGNAL PLANS)

145

T.S.C.L.

146

142

EXIST. SIGNAL POLE (SEE SIGNAL PLANS)

RAMP #13

P.R.I.M.U.S.S.E. 13H

1.2%

13E 137 ST.L OUI S COUNTY TRAFFI C SI GNAL EASEMENT PB 326 PG 24

151

6' 136

13A

1.5%

4.3%

8.0%

EXI ST.R/W

0.2%

4'

8.3%

2.0%

NORTH HANLEY ROAD ( F)

5' 13B

143

13D

13F 13L

138

13N

141

EXIST. SIGNAL POLE (SEE SIGNAL PLANS)

13J

N

9 EXIST. SIGNAL PULLBOX (SEE SIGNAL PLANS) LEGEND ST.L OUI S COUNTY DB 6655 PG 1 503

NEW RIGHT-OF-WAY

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

NORTH HANLEY ROAD

N\F EDGAR H. & NORMA E. THIES 4213 NORTH HANLEY ROAD DB 8051 PG 1023 LOC# 13J220412

EX PROP. 410634 S.F. (9.427 AC.) P.R.I.M.U.S.S.E. 127 S.F. (0.0029 AC.) T.S.C.L. 298 S.F. (0.0068 AC.)

RESURFACI NG

4'

144

REBUILD AS CONFIGURATION S-PAR-3 TYPE C CURB RAMP SINGLE PARALLEL

0.2%

5.1%

N1 8°44' 21 " E 404.

82'

135

EXIST. INLET TOP (T.B.R.&R.) 13J3-106D

13K

13M

EXI ST.R/W

132

13I

6'

N1 8°44' 21 " E 404.

82'

1.17%

j

1.7%

13C

3.5'

13G

TRANSPORTATI ON

EXIST. P.T.S.E. 5' X 55'

1.5%

100052 IR

RAD= 723.

94' L = 21 1 .

31 '

LI CENSE NO.029095

147

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

Di r ect or

148 140

St ephani e Leon St r eet er ,P. E.

139

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER

SEE SIGNAL PLAN FOR SIGNAL EQUIPMENT REMOVAL.

( 3 OF 9)

2.

PUBLI C W ORKS

SEE SHEET NO. 24 FOR DIMENSIONS AND BEARINGS FOR EACH PROPOSED TAKING.

RI GHT OF W AY DETAI LS

W \CAP

1.

SET

RAD=723.94'N71°15' 39"W

NOTES:

COA E1501/LS365

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

DESIGNED:

H. H. DRAWN: 0

PERMANENT SIDEWALK EASEMENT (P.S.E.)

5

10

PROP. PAVEMENT MARKING EXIST. PAVEMENT MARKING

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

15

I.G. CHECKED:

SCALE IN FEET

CO

SCALE: 1" = 5'

J.O. SHEET SEQUENCE:

NC TE RE

18 OF 30

RO AD

J : \ 2 0 2 1 \ 6 0 8 7 \ Ca d d \ De s i g n \ Pl a n \ AR1 8 2 1 SRD0 1 CURB_ DET AI L S. d g n 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

7124B-22

NORTH HANLEY ROAD MSD:

N/A

1.2% MSD BASE MAP:

J13,J14 14F

0" 5'

EXIST. SIGN (U.I.P.)

11F

EXIST. SIGN (U.I.P.)

RAMP #14

REVI SI ONS

11E

14G

2.0%

1.9% 14B

3 .9 %

% .5 0

0 .2 %

BY

14D

5 ' 0 "

REV.DATE

.2 % 4

1.4%

1.4%

11D

5'0"

RAMP #11

1.9%

14A

5'0"

1.9%

REBUILD AS CONFIGURATION ISL-1 CUT THROUGH ISLAND

11B

15B

EXIST. TRAFFIC POLE (SEE SIGNAL PLANS)

4

T

S

% .2 8

ER E

E-29095

IN

E

S G SI N ONAL E

15C

DATE:

(U.I.P.) 15G

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

15E

COA E1501/LS365

4/21/2023

RAMP #15

15L

EXIST. TRAFFIC PULLBOX (U.I.P.)

NUMBER

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

2 .0 %

5 '0 "

EXIST. SIGN (U.I.P.)

6 1.3 ' 8 0 % " 6 ' 0 8 " .0 %

15J

1.

3 8 %

5 ' 0 "

EXIST. GAS VALVE (A.T.G.)

RAMP #12

15H

8 .1 %

4 ' 0 " 15I

EXIST. SIGN (U.I.P.)

X E

5

10

15

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

RI GHT OF W AY DETAI LS

RESURFACI NG

N

CONCRETE W ALK

0

( 4 OF 9)

/ W E X

W /

I S T .

R

R

EXIST. SIGN (U.I.P.)

TRA N SPO RTA TIO N

.

T S I

15K

EXIST. TRAFFIC PULLBOX (U.I.P.)

NORTH HANLEY ROAD ( F)

12G

" 0 ' 6

2 .0 %

REBUILD AS CONFIGURATION S-PAR-2 TYPE C CURB RAMP SINGLE PARALLEL,

REBUILD AS CONFIGURATION S-PAR-1 TYPE D CURB RAMP SINGLE PARALLEL

12E

% .5 7

15F

VE PLACE DRI

' 1"

EXIST. TRAFFIC PULLBOX (SEE SIGNAL PLANS)

12H

F

% .0 2 5 ' 0 % " 1. .0 4 2 %

ABDELHAMID HADJRI

15A

O

12C

1.

4 %

TY UNI VERSI

12A

12F

SS OF MI O U

E T A

PR

0

15D

I

5 .2 %

" '0 5

R

4 .8 8 %

4

0

14I

12D

1.

9 %

4 '0 " 1.

5 %

14H

" 0 '

AL K

'3 "

W

EXIST. TRAFFIC POLE (SEE SIGNAL PLANS)

4

CO NC RE TE

12B

EXIST. UTILITY POLE (U.I.P.)

2 .0 %

11A

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

5 ' 0 "

EXIST. MH (U.I.P.)

0 .4 %

NOT FOR CONSTRUCTION

14C 11C

DESCRI PTI ON

1.9%

1.9%

14E

APP.

REBUILD AS CONFIGURATION ISL-1 CUT THROUGH ISLAND

DESIGNED: SCALE IN FEET

H. H.

SCALE: 1" = 5' DRAWN:

I.G. CHECKED:

J.O. SHEET SEQUENCE:

19 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

COUNTY PROJECT NO.

NOTE:

AR-1821

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

1.

FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

7124B-22 MSD:

EXIST. BOLLARDS (U.I.P.)

N/A REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

NEW RIGHT-OF-WAY

50% 4.

4' 0"

CONCRETE WAL K

59% 0.

17G

17E

17C

RAMP #16

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

REVI SI ONS

6' 0"

N

16C

16E

17A

1.96%

BY

16A

50% 4.

REV.DATE

1.11%

EXIST. SIGN (U.I.P.)

4'1"

2.00%

2.00%

56% 3.

1.00%

16G

LEGEND

EXIST. R/W

VE RI D I I TO R

3.

75%

4 '4 "

4' 0"

17F

EXIST. R/W

6' 0"

1.00%

17D

2.0%

EXIST. R/W

17B

RAMP #17

PERMANENT SIDEWALK EASEMENT (P.S.E.)

0

5

NORTH HANLEY ROAD

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

15

10

SCALE IN FEET

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

16B

16D

NOT FOR CONSTRUCTION

EXIST. WATER SUPPLY STRUCTURE (UIP)

DESCRI PTI ON

CONCRETE WAL K

16F

1.65%

J13,J14 EXIST. FENCE (U.I.P.)

APP.

REBUILD AS CONFIGURATION S-PERP-2 TYPE B CURB RAMP SINGLE PERPENDICULAR, LARGE RADIUS, BACK OF CURB

MSD BASE MAP:

SS OF MI O U

E T A

N

ABDELHAMID HADJRI

ER

NUMBER

PR

E

E-29095 F

5

10

15

E

IN

O

0

I

S

R

T

SCALE: 1" = 5'

S G SI N ONAL E

DATE:

100028 CROSS

CRO SS

EXISTING GAS VALVE (A.T.G.)

6.00%

1.00

6'

4' 4'

2.

00%

EXI ST.R/W

4.00

50.01'

6'

0.50% 1.80%

1.50%

2.

00%

1.00

4'

1.50% 2.

00%

EXI ST.R/W

152

P.S.E.

P.S.E.

17 E POL #6

RAMP #19

N\F VELMA GIVENS 4008 NORTH HANLEY ROAD DB 9827 PG 1951 LOC# 14J541390

EX PROP. 5758 S.F. (0.132 AC.) P.S.E. 20 S.F. (0.0004 AC.) T.S.C.L. 34 S.F. (0.0007 AC.)

EX PROP. 7016 S.F. (0.151 AC.) P.S.E. 80 S.F. (0.0018 AC.) T.S.C.L. 89 S.F. (0.002 AC.)

18E

154

RAMP #18

17A N\F BROWN ALEMETRIC 4010 NORTH HANLEY ROAD DB 8142 PG 2200 LOC# 14J541466

C ROSS

14"E N89°48'

18C

18K

BO XED

83

18I

CUT

79

18G

SET

18I 18E

T.S.C.L.

100027 CROSS

CLEANOUT (U.I.P.)

DESIGNED:

H. H. P L

83a

140 OIR

18C

14"E N89°48'

PE RO N PI FO UND I 41"E 0.47' N09°04 '

18G

P L

N\F PR1 PROPERTIES LLC 4006 NORTH HANLEY ROAD DB 22208 PG 607 LOC# 14J541367

30"E N89°51'

16A

P L

82

78

RON RO D FOUND I 01"E 1.71' N19°38'

156

T.S.C.L. 79a

EXIST. GAS VALVE (U.I.P.)

157

153

PU BLIC W O RK S

1.00

2.00%

18A

j

j

4.00%

18J

0.80%

158

155

jj

81

3.

50%

4.00 2.00%

6'

2.00%

3'8"

18A

1.00

6.00%

18L

ST.L OUI S COUNTY DB 6644 PG 44

RESURFACI NG

5'

80

4.50%

18H

NORTH HANLEY ROAD ( F)

18D

84

77

EXIST. GAS LINE (D.N.D.)

18F

18H

6'

18F

2.00%

18D

2.00%

18B 80a

RI GHT OF W AY DETAI LS

EXIST. WATER VALVE (A.T.G)

EXIST. WATER VALVE (U.I.P.)

EXIST. WATER VALVE (U.I.P.)

SET

EXIST. UTILITY POLE (U.I.P.)

18J 18B

TRA N SPO RTA TIO N

N01 °09' 36" E 50.

01 '

S COUNTY OUI ST.L 0 PG 241 DB 661

139 OIP

CUT

35' 64.

E 1 30" N00°09'

BOXED

S89°48' 1 4" W 1 .

00'

STA 12+46.87 OFF 30.45

St ephani e Leon St r eet er ,P. E. Di r ect or

BUILD AS CONFIGURATION S-PAR-3 TYPE C CURB RAMP SINGLE PARALLEL

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

SCALE: 1" = 5'

( 5 OF 9)

SCALE IN FEET

COA E1501/LS365

NORTH HANLEY ROAD

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

DRAWN:

I.G. EX PROP. 7016 S.F. (0.161 AC.) P.S.E. 65 S.F. (0.0018 AC.) T.S.C.L. 98 S.F. (0.002 AC.)

CHECKED:

J.O. SHEET SEQUENCE:

20 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 126 125

FEDERAL PROJECT NO.

25' BUI L DI NG L I NE PB 1 5 PG 1 47

STP-5613(609)

.

L C. S. T.

124

NORTH HANLEY ROAD

j

ST.R/W EXI

ST.R/W EXI

C L

E-W GATEWAY TIP NO.

7124B-22

N35°27' 48" E 49.

1 4'

18B

18A

CONSTRUCTION

MSD:

N

64' 04.

1 = L 94' 803.

RAD=

26+00.00

N/A

S

EXIST. SIGN (U.I.P.)

J13,J14

S

4'

MSD BASE MAP:

T E

127

U R R A K

SCALE: 1" = 5'

ST.L OUI S COUNTY DB 6655 PG 1 503

EXIST. BUS STOP SIGN (U.I.P.)

N

N\F GEIGER HANLEY LLC 4232 NORTH HANLEY ROAD DB 22274 PG 1889 LOC# 13J220386

19A 19B

5'

EX PROP. 9864 S.F. (0.226 AC.) P.S.E. 0 S.F. (0.0000 AC.) T.S.C.L. 38 S.F. (0.0009 AC.)

4'

FOUND CUT CROSS 3.33' 10"W N30°32'

165 OCR

174

183

186

185

.

L C. S. T.

177

E. S. P.

ER

4/24/2023 EXIST. MANHOLE (A.T.G)

j

j

N02°39'32"E 65.00'

T

DATE:

E. S. P.

ST.R/W EXI

S G SI N ONAL E

130

T.S.C.L.

129

100008 CROSS

EXIST. SIGN (U.I.P.)

E

EXIST. TREE (U.I.P.)

NORTH HANLEY ROAD

CONSTRUCTION

9+00.00

C L

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

.

L C. S. T.

TELEPHONE PEDESTAL (D.N.D.)

128

COA E1501/LS365

178

E-29095

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

j

118 OIP

D CROSS SET CUT BO XE

0 0 .

0 0 + 1 2

131

F

C L

CONSTRUCTION

NUMBER

O

EY ROAD NORTH HANL

ST.R/W EXI

70.00'

PR

SCALE: 1" = 5'

ST.R/W EXI

IN

SCALE IN FEET

ABDELHAMID HADJRI

N1 8°46' 09" E 1 43.

83'

E

19F

SS OF MI O U

E T A

I

EXIST. UTILITY POLE (U.I.P.)

R

19E

19D

S

EXIST. WATER VALVE (A.T.G)

4.7'

19C

j

PT 21+35.54

15

10

26

ST.L OUI S COUNTY DB 6643 PG 1 738

EXIST. UTILITY POLE (U.I.P.)

5

REVI SI ONS

SCALE IN FEET

BUS STOP 2

PROPOSED 5'x8' BUS LANDING PAD

0

15

10

BY

EX PROP. 410634 S.F. (0.180 AC.) P.R.I.M.U.S.S.E. 127 S.F. (0.0029 AC.) T.S.C.L. 298 S.F. (0.0068 AC.)

PROPOSED 5'x8' BUS LANDING PAD

5

REV.DATE

BUS STOP 1

0 100047 SNM

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

18F

R E

EXIST. UTILITY POLE (U.I.P.)

18E

N\F EDGAR H. & NORMA E. THIES 4213 NORTH HANLEY ROAD DB 8051 PG 1023 LOC# 13J220412

RAD=803.94'S54°32' 12"E

5'

APP.

M

4'

L I A N

9

DESCRI PTI ON

Y E

NOT FOR CONSTRUCTION

V

18D

18C

180 187

NOTE:

N

173

1.

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

R

176 S COUNTY OUI ST.L DB 6603 PG 2288

EXIST. FIRE HYDRANT (U.I.P.)

1A

402 521 4J OC# 1 L

639.90

EX PROP. 24572 S.F. (0.564 AC.) P.S.E. 35 S.F. (0.0008 AC.) T.S.C.L. 108 S.F. (0.0025 AC.)

NEW RIGHT-OF-WAY 0

181

5

10

15

639.79

BUS STOP 3

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

SCALE IN FEET SCALE: 1" = 5'

PROPOSED 5'x8' BUS LANDING PAD

PERMANENT SIDEWALK EASEMENT (P.S.E.)

WARP THE PAVEMENT TO PREVENT THE PONDING

St ephani e Leon St r eet er ,P. E. Di r ect or

EXIST. FIBER OPTIC PULL BOX (U.I.P.)

182

N\F NA VANCE .AND TI Y J L L BI NG TRUST VI I E L NT REVOCABL OI J EY ROAD 3801NORTH HANL DB 22487 PG 436

PU BLIC W O RK S

175

LEGEND

TRA N SPO RTA TIO N

640.05

639.54

184

R

5'

5'

179

R

N

' 5

5'

R

DIRECTION OF FLOW

ST. LOUIS COUNTY DB 6602 PG 1009

634.82

634.97

EXIST. WATER VALVE (U.I.P.)

FIRE HYDRANT #1

EXIST. TREE (U.I.P.) 0

5

10

15

SCALE IN FEET

ST.R/W EXI

( 6 OF 9)

634.96

RI GHT OF W AY DETAI LS

635.00

RESURFACI NG

NORTH HANLEY ROAD ( F)

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

43.00'

SCALE: 1" = 5' DESIGNED: 80' E 500.

28" N00°44'

EY ROAD NORTH HANL 0 0 .

0 0 + 5

(U.I.P.) EXIST. WOODEN FENCE (U.I.P.)

C O NC

BUS STOP 4

EXIST. SIGN (U.I.P.)

H. H. ASPHALT VE DRI

ON C L CONSTRUCTI

PROPOSED 5'x8' BUS LANDING PAD

DRAWN:

I.G. CHECKED:

J.O. SHEET SEQUENCE:

21 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/24/2023

COUNTY PROJECT NO.

AR-1821

NOTE:

FEDERAL PROJECT NO.

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

STP-5613(609) E-W GATEWAY TIP NO.

EXI ST.R/W

LEGEND

N/A 11

MSD BASE MAP:

J13,J14

15

REVI SI ONS

STA 2+53.78 OFF 34.12

CONCRETE CURB

EXI ST.R/W

T

S

20a

C L

N89°46'49"E

P L

SET CUT BOXED CROSS

P L

ST.R/W EXI

STA 4+76.44 OFF 32.79 EXIST. UTILITY POLE (U.I.P.) 23

4'

EXIST. INLET TOP (T.B.R.&R.) 14J2-0176D

21

E POL #13

5'

N\F

520379 4J OC# 1 L

CONCRETE W ALK

EXI ST.R/W

22

EXIST. GAS VALVE (U.I.P.) EX PROP. 26814 S.F. (0.616 AC.) P.S.E. 12 S.F. (0.0002 AC.) T.S.C.L. 37 S.F. (0.0008 AC.)

5A

ES TOPE PROPERTI EY ROAD 3750 NORTH HANL 2 7692 PG 201 DB 1

N01°21' 49"E 58.00'

DB 20056 PG 2208 520302 4J OC# 1 L

ER E

CLEANOUT (U.I.P.)

27

ST.LOUI S COUNTY DB 6670 PG 2114 (2120)

N\F AUREZ & J ACHOZABETH PI I A EL RL MI MORGAN TGREGORY RENAUL EY ROAD 3746 NORTH HANL

ROAD

3A

NORTH

18

EXI ST.R/W

N00°15' 51"E 156.05'

17a

HANLEY

E POL #14

IN

SET SURVEY NAIL MARKER

17b

17

4/21/2023 SCALE: 1" = 5'

T.S.C.L.

19a

EX PROP. 10110 S.F. (0.232 AC.) P.S.E. S.F. 8 (0.0001 AC.) T.S.C.L. 17 S.F. (0.0003 AC.)

S G SI N ONAL E

DATE:

ASPHALT DRIVE

P.S.E.

20b

T.S.C .L.

4'

j

4A

27 1 521 4J OC# 1 L

CONSTRUCTI ON

P.S.E.

STA 3+81.42 OFF 33.51 EXIST. UTILITY POLE (U.I.P.)

E

15

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

C L

EXI ST.R/W

29"E 49.98' N00°13'

19

10

SCALE IN FEET

FOUND CUT CROSS N89°31'39"W 1.00'

24

19b

5

EX PROP. 13742 S.F. (0.315 AC.) P.S.E. 12 S.F. (0.0003 AC.) T.S.C.L. 69 S.F. (0.0016 AC.)

26

EXIST. WATER VALVE (A.T.G.) 25

CONC

N

PU BLIC W O RK S

COUNTY DB 6619 PG 693

ST.LOUI S

4+ 00.

00

C L CONSTRUCTI ON ROAD

j

28

5'

HANLEY

F

0

j

N\F STER .KI NE J CK D.& CATHERI FREDERI EY ROAD 3748 NORTH HANL 2 0871PG 41 DB 1

E-29095

O

100003 CROSS

N

111 OCR

100005 SNM

20

NUMBER

PR

N

ALT ASPH

EX PROP. 32197 S.F. (0.739 AC.) P.S.E. 29 S.F. (0.0007 AC.) T.S.C.L. 73 S.F. (0.0017 AC.)

SS OF MI O U

E T A

ABDELHAMID HADJRI

10"W N00°04' 39.98'

E

94 1 521 4J OC# 1 L

EX PROP. 24351 S.F. (0.559 AC.) P.S.E. 18 S.F. (0.0004 AC.) T.S.C.L. 62 S.F. (0.0014 AC.)

I

E POL #16

38 1 521 4J OC# 1 L

R

C RET CO N C URB

N\F C L NVESTMENTS L EY ROAD I HANL EY ROAD 3708 NORTH HANL 7662 PG 3838 DB 1

HANLEY

3

51"E 156.05' N00°15'

6

N\F C L NVESTMENTS L EY ROAD I HANL EY ROAD 3744 NORTH HANL 7662 PG 3838 DB 1

14

PT 2+26.30

7

2

CONSTRUCTI ON

ROAD

T. S. C. L .

EXIST. SIGN (U.I.P.)

NORTH

O T CR D CU FO UN TED ADO P

13

22

NORTH

10

TRA N SPO RTA TIO N

P. S. E.

110 OCR

2A

9

RESURFACI NG

ST.R/W EXI

NORTH HANLEY ROAD ( F)

RAD= 798.

94' L = 1 92.

1 1

EXI ST.R/W

SS

CONCRETE WALK

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

8

36.26'

6'

RAD= 798.

94' L = 1 92.

1 1

4'

j

5

S COUNTY ST.LOUI DB 6626 PG 612

6'

E POL #15

BY

STA 1+11.41 OFF 34.97

1

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

5'

4

REV.DATE

P.S.E.

EXIST. UTILITY POLE (U.I.P.) EXIST. MANHOLE (U.I.P.)

T.S.C.L.

N

St ephani e Leon St r eet er ,P. E. Di r ect or

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

( 7 OF 9)

EXIST. UTILITY POLE (U.I.P.)

DESCRI PTI ON

PERMANENT SIDEWALK EASEMENT (P.S.E.)

N89°46'49"E

APP.

P L

NOT FOR CONSTRUCTION

12

RI GHT OF W AY DETAI LS

16

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

MSD:

COA E1501/LS365

NEW RIGHT-OF-WAY

7124B-22

RAD= 798.

94' N89°1 4' 53" W

1.

DESIGNED:

H. H. DRAWN:

I.G. CHECKED:

J.O. SHEET SEQUENCE:

22 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

100018 IR

E-W GATEWAY TIP NO.

7124B-22 MSD:

N/A MSD BASE MAP:

J13,J14

T.S.C.L. 7 S.F. (0.0001 AC.) 35a

P L

SET BACK NE I NG L DI L BUI

REV.DATE

EXIST. GAS VALVE (U.I.P.) CLEANOUT (U.I.P.)

E POL #12 CONCRETE DRIVE

34

6A ROAD

E POL #5

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

CLEANOUT (U.I.P.)

ASPHALT DRIVE

55

E POL #9 51 54

STA 9+75.25 OFF 29.23

5'

4'

90

CONC

86

EXIST. WATER VALVE (A.T.G.)

11A N\F ER L KE ROTHWEI MI EY ROAD 0 NORTH HANL 391 844 2690 PG 1 DB 1

EXIST. GAS VALVE (U.I.P.)

EXIST. WATER VALVE (A.T.G.) PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

PERMANENT SIDEWALK EASEMENT (P.S.E.)

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

49

ST.R/W EXI

EX PROP. 7196 S.F. (0.165 AC.) P.S.E. 45 S.F. (0.001 AC.) T.S.C.L. 61 S.F. (0.0014 AC.)

NEW RIGHT-OF-WAY

48

43.00'

N\F JUAREZ & MIRLA ELIZABETH PINACHO 4016 NORTH HANLEY ROAD DB 19664 PG 2592 LOC# 14J541356

LEGEND

7 01 521 4J OC# 1 L

N00°09' 30"E 219.44'

ST.R/W EXI

18A

S CO UNTY ST.LO UI DB 6599 PG 2010

CLEANOUT (U.I.P.)

EXIST. GAS VALVE (U.I.P.)

T.S.C.L.

50

EXIST. UTILITY POLE (U.I.P.)

85

T

ER E

43.00'

P L

P.S.E.

STA 13+76.76 OFF 30.94

N TRA N SPO RTA TIO N

T.S.C.L.

P.S.E.

6608

6'

DB

ST. LO UI S

CO UNTY PG 209

87

4'

S

CONSTRUCTI ON

EXIST. UTILITY POLE (U.I.P.)

S CO UNTY ST.LO UI 6624 PG 1657

1 0+ 00.

00

C L

ST.R/W EXI

N83°36' 12"E 1.01' 88

N00°05' 14"E 52.21'

ROAD HANLEY NORTH

91

S G SI N ONAL E

EX PROP. 5481 S.F. (0.126 AC.) P.S.E. 17 S.F. (0.0004 AC.) T.S.C.L. 51 S.F. (0.0012 AC.)

DESIGNED:

H. H. 53

DRAWN:

I.G. 52

CHECKED:

J.O. SHEET SEQUENCE:

23 OF 30

N89°48'14"E

CONSTRUCTI ON

C L

N

E

4/21/2023

ST.R/W EXI

100030 SNM

E-29095

DATE:

DB

NORTH

SET CUT BOXED CROSS

NUMBER

F

j j

92

ABDELHAMID HADJRI

HANLEY

EX PROP. 8990 S.F. (0.206 AC.) P.S.E. 22 S.F. (0.0005 AC.) T.S.C.L. 23 S.F. (0.0005 AC.)

SET SURVEY NAIL MARKER

100029 CROSS

EXIST. WATER VALVE (U.I.P.)

SS OF MI O U

E T A

O

ST.R/W EXI

C O UNT Y 309

EXIST. BUSHES (U.I.P)

I

PG

N\F C L ES L ES PROPOERTI L ARGUEL EY ROAD 3806 NORTH HANL DB 23802 PG 3991 062 521 4J OC# 1 L

PR

S ST. LO UI DB 660 8

NE I NG L DI L BUI

R

09"E N00° 18' 39.99'

SET BACK

STURB DO NOT DI ) P. .

I U. RS ( THE STAI

St ephani e Leon St r eet er ,P. E. Di r ect or

CLEANOUT (U.I.P.)

IN

33

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

29

PU BLIC W O RK S

30

E ST.MANHOL EXI 77D 01 24J )1 G. T. A. (

RI GHT OF W AY DETAI LS

00 00.

6+

P L

NORTH HANLEY ROAD ( F)

4'

REVI SI ONS

EXIST. UTILITY POLE (U.I.P.)

T.S.C .L.

6'

N S SET CUT BOXED CROS

COA E1501/LS365

31a

BY

j

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

E 49" S89°46'

24.00'

STA 6+06.17 OFF 29.58

( 8 OF 9)

EX PROP. 8775 S.F. (0.201 AC.) P.S.E. 3 S.F. (0.0000 AC.)

35

STP-5613(609)

NOT FOR CONSTRUCTION

ST.LOUI S

DB

50 1 521 4J OC# 1 L

FEDERAL PROJECT NO.

RESURFACI NG

T ASPHAL VE DRI

AR-1821

SET IRON ROD W\CAP

DESCRI PTI ON

100011 CROSS

N\F EY TRUST 3808 NORTH HANL EY ROAD 3808 NORTH HANL 843 DB 22326 PG 1

31

COUNTY PROJECT NO.

APP.

COUNTY 2114 (2128)

32

j N00°09' 30"E 219.44'

32a

ST.R/W EXI

30"E 127.13' N00°59'

36

7A

P.S.E.

NORTH

HANLEY

ROAD CONSTRUCTI ON C L

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI

SET CUT BOXED CROSS

1.

6670 PG

NOTE:

j j

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

COUNTY PROJECT NO.

NOTE:

N

AR-1821 1.

NG. NGS FOR EACH PROPOSED TAKI ONS AND BEARI MENSI SEE SHEET NO.24 FOR DI FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

7124B-22 MSD:

N/A

NORTH HANLEY ROAD

MSD BASE MAP:

J13,J14

EXIST. UTILITY POLE (U.I.P.)

' 01 .

E 1 2" 1 N83°36'

100

REVI SI ONS

EXIST. GAS VALVE (U.I.P.)

P. S. E.

CLEANOUT (U.I.P.) 93

94

L MARKER NAI

98

P L

P L

T

S

ABDELHAMID HADJRI

0 0 .

0 0 + 8 1

ER E

IN

N

114a

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

P L

14

24

N\F GEIGER REAL ESTATE INC. 4102 NORTH HANLEY ROAD DB 10596 PG 484 110a LOC# 14J540850

N\F GEIGER REAL ESTATE INC. 4120 NORTH HANLEY ROAD DB 10886 PG 1976 LOC# 14J541170

EX PROP. 11916 S.F. (0.274 AC.) P.S.E. 70 S.F. (0.0016 AC.) T.S.C.L. 114 S.F. (0.0026 AC.)

EX PROP. 93010 S.F. (2.135 AC.) P.S.E. 96 S.F. (0.0022 AC.) T.S.C.L. 130 S.F. (0.0030 AC.)

EXISTING INLET TOP (T.B.R.&R.) 14J2-062D

NORTH HANLEY ROAD ( F)

6'

109

EXIST. UTILITY POLE (U.I.P.)

L=37.17'

E POL #1

STA 18+50.08 OFF 32.32

116 120

123

NC CO

L=71.64'

ST.R/W EXI

j

P.S.E.

DRAWN:

I.G. 118

T.S.C.L. 145 OIR

CHECKED:

J.O.

121

122

P L

TE C RE CO N VE DRI

E 5" 1 94 S86°37' 728.

RAD=

j

146 OIR

117

CROSS BOXED RO D ' RO N I .4 8 ND E 2 FO U 34 " ' ° 53 S55

UT SET C

EXI ST.R/W DESIGNED: H. H.

P L

100037 CROSS

j

ST.R/W EXI

4'

94' 728.

27'RAD= 9.

21 = L

94' 728.

27'RAD= 9.

21 = L

ETE CONCR CURB

119

EXIST. UTILITY PULLBOX (U.I.P.)

6'

CONCRETE W ALK

' L=219.27' RAD=728.94

(2132) 2114 DB 6670 PG

S COUNTY ST.LOUI

ALVE GAS V

112

113

E POL #2

RESURFACI NG

NC CO

PU BLIC W O RK S

4'

RI GHT OF W AY DETAI LS

EXIST. UTILITY POLE (U.I.P.)

EXIST. FENCE (U.I.P.)

TRA N SPO RTA TIO N

111a

T.S.C.L.

P.S.E.

S COUNTY OUI ST.L 36) 21 4 ( 1 DB 6670 PG 21

St ephani e Leon St r eet er ,P. E. Di r ect or

ST.R/W EXI

114

CONSTRUCTI ON C L

D RO A

C L

F

NORTH HANL EY ROAD

TE C RE

110

RELOCATE TELEPHONE PEDESTAL OUTSIDE PROPOSED SIDEWALK

S G SI N ONAL E

4/21/2023

P L

EX PROP. 7624 S.F. (0.175 AC.) P.S.E. 9 S.F. (0.0002 AC.) T.S.C.L. 24 S.F. (0.0005 AC.)

CO N

115

E

DATE: ST.L OUI S COUN TY DB 677 0 PG 2 1 1 4 ( 21 38)

108

LEY NO RTH HAN

E-29095

O

N\F GEIGER-HANLEY LLC 4106 NORTH HANLEY ROAD DB 21372 PG 2672 LOC# 14J540906

STA 17+43.35 OFF 32.02

RO AD

NUMBER

PR

23

NC CO

SS OF MI O U

E T A

I

L=42.66'

EX PROP. 5176 S.F. (0.119 AC.) P.S.E. 38 S.F. (0.0008 AC.) T.S.C.L. 54 S.F. (0.0012 AC.)

R

TY O UN S C I 390 LO U G 2 ST .

2 P 660 DB

ST.LOUI S COUNTY DB 6670 PG 2114 (2134)

EXIST. BUSH (D.N.D.)

P L

N\F CROSS TREE HOLDINGS LLC 4022 NORTH HANLEY ROAD DB 20382 PG 89 LOC# 14J541455

(U.I.P.)

111

CONSTRUCTI ON

99

19A

TEMPORARY SLOPE AND CONSTRUCTION LICENSE (T.S.C.L.)

N

95

.

L C. S. T.

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

SURVEY

PERMANENT SIDEWALK EASEMENT (P.S.E.)

CUT BOXED CROSS

PERMANENT ROADWAY IMPROVEMENT, MAINTENANCE, UTILITY, SIDEWALK & SEWER EASEMENT (PRIMUSSE)

ST.R/W EXI 40.00'

( 9 OF 9)

SET

SET

LEGEND

53.13'

BY

ST.R/W EXI ST.R/W EXI

REV.DATE

jj

EXIST. WATER VALVE (U.I.P.)

EXIST. FENCE (D.N.D.)

4'

' 1 1 E 224.

2" 1 6' N00°1

6'

100030 SNM

COA E1501/LS365

' 01 .

E 1 2" 1 N83°36'

96

DESCRI PTI ON

STA 14+84.11 OFF 31.12

NOT FOR CONSTRUCTION

E POL #4

APP.

S COUNTY OUI ST.L DB 6624 PG 2376

S COUNTY OUI ST.L 6 0 PG 221 DB 661

SHEET SEQUENCE:

24 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

N

PT St a 35 +5 4.

01

EXIST. CURVE EXCL4

MSD BASE MAP:

J13,J14

T = 132.04'

19

BY REV.DATE

a St PT

Unincorporated St. Louis County.The existing Right-of Way and property lines

ABDELHAMID HADJRI

shown herein were provided by the St. Louis County Department of

NUMBER

linesandsurveydataas shownandrequiredbySt.LouisCountyDepartmentof

P.C. STA. = 16+65.91

Transportation,DivisionofConstruction,BureauofSurveys.Apparentownership

ER

S

E

IN

E

surveyorherbydisclaimsanyresponsibilityfortheexistingRightofWay,property

E = 37.57'

I

E-29095 F

T = 242.50'

Transportation,DivisionofConstruction,BureauofSurveys.Theundersignedland

T

PI STA. = 19+08.41

S G SI N ONAL E

DATE:

opinion as to title. All properties shown are subject to all easements of record.

Covenants,limitsofaccess,andrightsretainedbythegrantorofthehereinshown

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

asshownisbasedon informationprovidedbyothersanddoesnotrepresentan

COA E1501/LS365

P.T. STA. = 21+35.54

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

3 1

property are not shown but may be disclosed by a full title search.

2 1

TheseRightofWayplansmaynot independentlysatisfyallthe requirementsof

1 1

7

EXIST. CURVE EXCL2 PI STA. = 7+37.10 6

R = 2,290.81' T = 10.00' L = 20.00' E = 0.02'

Curve EXCL4 P.I. Station 24+39.47 N 38,397.6050 E 34,298.0649 Delta = 16° 43' 27.16" (LT) Degree = 7° 30' 00.13" Tangent = 112.2926 Length = 222.9884 Radius = 763.9400 External = 8.2089 Long Chord = 222.1976 Mid. Ord. = 8.1217 P.C. Station 23+27.18 N 38,306.1440 E 34,232.9148 P.T. Station 25+50.17 N 38,503.9451 E 34,334.1399 C.C. N 38,749.3676 E 33,610.6953 Back = N 35° 27' 47.83" E Ahead = N 18° 44' 20.67" E Chord Bear = N 27° 06' 04.25" E

P.C. STA. = 7+27.10 P.T. STA. = 7+47.10

Course from PT EXCL4 to PC EXCL5 N 18° 44' 20.67" E Dist 742.8311 Curve Data *----------*

EXIST. CURVE EXCL1

T P

PI STA. = 1+13.98

2

R = 763.94' T = 113.98' L = 226.30' E = 8.46' P.C. STA. = 0+00.00 P.T. STA. = 2+26.30

00 00. + ECT STA 1 N PROJ BEGI

Curve EXCL5 P.I. Station 34+25.04 N 39,332.4390 E 34,615.1995 Delta = 21° 21' 50.23" (LT) Degree = 8° 11' 06.40" Tangent = 132.0383 Length = 261.0099 Radius = 700.0000 External = 12.3441 Long Chord = 259.5005 Mid. Ord. = 12.1302 P.C. Station 32+93.00 N 39,207.3998 E 34,572.7810 P.T. Station 35+54.01 N 39,464.3388 E 34,609.1526 C.C. N 39,432.2810 E 33,909.8870 Back = N 18° 44' 20.67" E Ahead = N 2° 37' 29.56" W Chord Bear = N 8° 03' 25.56" E

proposed right ofway.St. Louis County mayset monuments at thecontrolling corners of the finalrightof way corridorupon completionofconstructionofthis project.

Pursuantto Section327.411RSMO,the undersignedprofessionallandsurveyor herebydisclaimsanyresponsibilityforengineeringdesignaspectsshownonany partoftheseplans,andfurtherdisclaimsresponsibilityforanyinformationshown onindividualplansheetsorprojectdocumentsofanykindthatarenotspecifically signed and sealed by the undersigned land surveyor. The undersigned land surveyor’s signature and sealon this sheet are void unless all referenced plan sheets remainattachedand shall be made voidbyany futureplanchange that deletes or obscures survey related data on this or any referenced plan sheet, unless the undersigned land surveyor has specifically signed and sealed said change as a revision.

RESURFACI NG

8

Curve Data *----------*

( 1 OF 1)

No monuments have been set marking the controlling corners of the ultimate Course from PT EXCL3 to PC EXCL4 N 35° 27' 47.83" E Dist 191.6431

DATA

HORIZONTAL ALIGNMENT: NORTH HANLEY ROAD CONTINUED

HORI ZONTAL ALI GNM ENT

Project Number AR-1821

PU BLIC W O RK S

TRA N SPO RTA TIO N

surveyoftheexistingRightofWayconductedbytheBureauofSurveysforsaid

0 0 + 0 1

St ephani e Leon St r eet er ,P. E. Di r ect or

the Missouri Standards for Property BoundarySurveys,but arebased onprior

NORTH HANLEY ROAD ( F)

0 .1 7 10 2 . + 7 47 + ta S a7 C St P T P

SS OF MI O U

E T A

North,Range 6 East of the 5th PrincipalMeridian,in the City of Bel-Ridgeand

9

ta S

Thisis to certifythat ABNAEngineeringhas at the requestof St. LouisCounty,

EXIST. CURVE EXCL3

R = 763.94'

0 0 + 5 1

4 1

Curve EXCL3 P.I. Station 19+08.41 N 37,952.5394 E 33,981.0328 Delta = 35° 13' 20.75" (RT) Degree = 7° 30' 00.13" Tangent = 242.5006 Length = 469.6301 Radius = 763.9400 External = 37.5654 Long Chord = 462.2700 Mid. Ord. = 35.8047 P.C. Station 16+65.91 N 37,710.0409 E 33,980.0134 P.T. Station 21+35.54 N 38,150.0531 E 34,121.7271 C.C. N 37,706.8295 E 34,743.9466 Back = N 0° 14' 27.09" E Ahead = N 35° 27' 47.83" E Chord Bear = N 17° 51' 07.46" E

0 .3 6 2 + 2

SURVEYOR CERTIFICATION

U.S. Survey 2508 and U.S. Survey 3082,Sections 22 and 23 of Township 46

L = 469.63'

Curve Data *----------*

PC St a 0+00.

00

4 2

plans for part of North Hanley Road, St. Louis County, Project AR-1821, situated in

7 1

Course from PT EXCL2 to PC EXCL3 N 0° 14' 27.09" E Dist 918.8096

4

0 +0 5 2

O

ON C CONSTRUCTI L

26

R

C P

ta S

18

6 1

EY ROAD N HANL

P.T. STA. = 35+54.01

27

PR

Curve EXCL2 P.I. Station 7+37.10 N 36,781.2396 E 33,976.1089 Delta = 0° 30' 00.79" (LT) Degree = 2° 30' 04.00" Tangent = 10.0000 Length = 19.9999 Radius = 2,290.8119 External = 0.0218 Long Chord = 19.9998 Mid. Ord. = 0.0218 P.C. Station 7+27.10 N 36,771.2404 E 33,975.9796 P.T. Station 7+47.10 N 36,791.2395 E 33,976.1510 C.C. N 36,800.8695 E 31,685.3593 Back = N 0° 44' 27.88" E Ahead = N 0° 14' 27.09" E Chord Bear = N 0° 29' 27.48" E

P.C. STA. = 32+93.00

Missourishownthe locationof proposedeasementsand preparedRightof Way

1 .9 5 6 + 6 1

Curve Data *----------*

E = 12.34' 28

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

0 +0 0 2

L = 261.01'

3 2 2 2

1 2

Course from PT EXCL1 to PC EXCL2 N 0° 44' 27.88" E Dist 500.7994

0 0 + 5

18 27. a 23+ t S C P

54 35. a 21+ PT St

Curve EXCL1 P.I. Station 1+13.98 N 36,156.5093 E 33,968.0281 Delta = 16° 58' 20.42" (LT) Degree = 7° 30' 00.13" Tangent = 113.9831 Length = 226.2967 Radius = 763.9400 External = 8.4566 Long Chord = 225.4703 Mid. Ord. = 8.3640 P.C. Station 0+00.00 N 36,047.9301 E 33,933.3480 P.T. Station 2+26.30 N 36,270.4828 E 33,969.5023 C.C. N 36,280.3635 E 33,205.6262 Back = N 17° 42' 48.29" E Ahead = N 0° 44' 27.88" E Chord Bear = N 9° 13' 38.08" E

17 .

50 + 25

HORIZONTAL ALIGNMENT: NORTH HANLEY ROAD

REVI SI ONS

R = 700.00'

29

00 0+

NOT FOR CONSTRUCTION

0 +0 30

P.T. STA. = 25+50.17

DESCRI PTI ON

31

P.C. STA. = 23+27.18 SCALE: 1" = 100'

EXIST. CURVE EXCL5 PI STA. = 34+25.04

E = 8.21' SCALE IN FEET

1

N/A

APP.

32

L = 222.99'

3

7124B-22

T = 112.29'

300

200

E-W GATEWAY TIP NO.

34

PC 100

STP-5613(609)

33

R = 763.94' 0

FEDERAL PROJECT NO.

MSD:

a St

PI STA. = 24+39.47

AR-1821

0 0 + 5 3

00 .

93 + 32

34 32.

ECT STA 32+ END PROJ

COUNTY PROJECT NO.

DESIGNED:

H. H.

.

DRAWN:

I.G.

ABNA Engineering

CHECKED:

J.O.

4140 Lindell Boulevard St. Louis, MO 63108

ABNA Engineering By: Jonathan A. Rowsell

SHEET SEQUENCE:

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Missouri PLS 2021015300 J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

COUNTY PROJECT NO.

AR-1821 FEDERAL PROJECT NO.

STP-5613(609) E-W GATEWAY TIP NO.

7124B-22 MSD:

N/A

RIGHT OF WAY SUMMARY

MSD BASE MAP:

NOT FOR CONSTRUCTION

DESCRI PTI ON APP.

SS OF MI O U

E T A

ABDELHAMID HADJRI

I

S

R

T

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

REV.DATE

BY

REVI SI ONS

J13,J14

ER

PR

NUMBER

F

E

IN

O

E

E-29095 S G SI N ONAL E

DATE:

seal on this sheet are void unless all referenced plan sheets remain attached, and shall be madevoidbyanyfutureplanchangethatdeletesorobscuressurveyrelateddataonthis oranyreferencedplansheetunlesstheundersignedlandsurveyorhasspecificallysigned and sealed said change as a revision.

St ephani e Leon St r eet er ,P. E. Di r ect or

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

COA E1501/LS365

PU BLIC W O RK S

( 1 OF 2)

327.411RSMO,andforsupportingdata. Theundersignedlandsurveyor’ssignatureand

RI GHT OF W AY SUM M ARY

Surveys. See plansheet25 for a statement of work done, for disclaimers pursuant to

RESURFACI NG

These plans do not meet the Missouri Minimum Standards for Property Boundary

NORTH HANLEY ROAD ( F)

TRA N SPO RTA TIO N

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

4/21/2023

DESIGNED:

H. H. DRAWN:

ABNA Engineering By: Jonathan A. Rowsell Missouri PLS 2021015300

I.G. CHECKED:

J.O. SHEET SEQUENCE:

26 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

S G SI N ONAL E

IN

E

NUMBER ER

E-29095

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

COA E1501/LS365

ABDELHAMID HADJRI

( 2 OF 2)

RI GHT OF W AY SUM M ARY

TRA N SPO RTA TIO N

F E

RESURFACI NG

S

T

E T A I

O

NORTH HANLEY ROAD ( F)

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

RIGHT OF WAY SUMMARY

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

27 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

S G SI N ONAL E

IN

E

NUMBER ER

E-29095

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

COA E1501/LS365

ABDELHAMID HADJRI

( 1 OF 1)

PROJECT COORDI NATES

TRA N SPO RTA TIO N

F E

RESURFACI NG

S

T

E T A I

O

NORTH HANLEY ROAD ( F)

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

PROJECT COORDINATES

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

28 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-RDWY_ROW_PLAN_CERTIFIED_I20.dgn 4/21/2023

S G SI N ONAL E

IN

E

ER

NUMBER

( 1 OF 1)

ABDELHAM I D HADJRI PROFESSI ONAL ENGI NEER LI CENSE NO.029095

E-29095

St ephani e Leon St r eet er ,P. E. Di r ect or

PU BLIC W O RK S

& BUS STOPS

COA E1501/LS365

ABDELHAMID HADJRI

W ARPI NG ELEVATI ONS

TRA N SPO RTA TIO N

ADA CURB RAM PS

F E

RESURFACI NG

S

T

E T A I

O

NORTH HANLEY ROAD ( F)

BY

DESCRI PTI ON

REVI SI ONS APP.

NOT FOR CONSTRUCTION

REV.DATE

CURB RAMPS AND BUS STOPS WARPING DETAILS

R

PR

4140Li ndel lBoul evar d St .Loui s,MO 63108 Ph.3144540222 Fax:3144541235

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

COUNTY PROJECT NO.

AR-1821

FEDERAL PROJECT NO.

STP-5613(609)

E-W GATEWAY TIP NO.

7124B-22

MSD:

N/A

MSD BASE MAP:

J13,J14

SS OF MI O U

DATE:

4/21/2023

DESIGNED:

H. H.

DRAWN:

I.G.

CHECKED:

J.O.

SHEET SEQUENCE:

29 OF 30

J:\2021\6087\Cadd\Design\Plan\AR-1821-S-RD-01-CURB_DETAILS.dgn 4/21/2023

30 30

NOT FOR CONSTRUCTION