PROJECT DESCRIPTION

CLA-CR338-0000

PID 99510

The Clark County Engineer proposes to undertake improvements on Springfield-Xenia Road

(CR338) from US 68 to the southern Springfield corporation limits. Springfield-Xenia Road is a

former state roadway that was abandoned to Clark County after the construction of US68. It is a

two-lane minor arterial with an average daily traffic of 2900 vehicles south of Fairfield Pike and

5300 vehicles north of Fairfield Pike. The legal speed is 55 mph from US68 to a point

approximately 1800 feet south of Fairfield Pike and then drops to 45 mph north to the

Springfield corporation limits. The roadway is a mix of asphalt concrete in some areas and

asphalt concrete over concrete pavement in other sections.

The following conditions within the corridor have been identified:

• The existing pavement surface of Springfield-Xenia Road is deteriorated and received a

Pavement Condition Rating of 73 (fair) when ODOT evaluated it in 2014.

• The traffic signal at West Possum Road is a non-actuated signal that has exceeded its

useful life. It was recommended for replacement in a 2014 signal study.

• The existing bridge carrying Springfield-Xenia Road over Mill Creek was constructed in

1941. It is a 38-foot single span monolithic slab bridge on concrete abutments. The

existing bridge has a sufficiency rating of 65.7 and a general appraisal rating of 6

(satisfactory). The current load rating is 110% of legal load, less than the desired 150%

of legal load. The guardrail is substandard. Conditions noted during the most recent

bridge inspection include spalling and exposed steel on the deck, as well as spalling and

cracking on the abutments and wingwalls.

Under the proposed project, the following improvements will be undertaken:

• The existing roadway will be planed and resurfaced.

• The gravel shoulders will be scarified, compacted, and restored with new berm material.

• The existing signal at West Possum Road will be replaced. The new signal will offer 12-

inch LED vehicular signal heads with backplates and pedestrian signal heads with

pushbuttons. The project team is also exploring incorporation of emergency vehicle

signal preemption, due to the proximity of the fire department.

• The existing bridge will be replaced with a three-sided box culvert on the existing

foundations. Design standard guardrail will be provided.

Construction is currently expected to begin in July, 2019, and last approximately four months. A

detour, lasting up to three months, will be posted during the bridge replacement. Traffic will be

maintained during the roadway paving and signal work, and access for residents and businesses

will be maintained at all times.

Utilities within the corridor include overhead electric, cable and telephone and buried telephone,

fiber optic, and gas. The bridge replacement and signal upgrade may require temporary or

permanent relocation of utilities.

The project will require up to 0.075-acre of permanent right-of-way to allow for the new traffic

signal at Possum Road. The project is otherwise expected to occur entirely within the existing

public right-of-way.

The project corridor is predominantly residential, with scattered public facilities (Possum

Elementary and the Springfield Township Fire Department) and commercial businesses. With

the Census Blockgroups that include the project corridor, minorities represent 6.5% to 65% of

the population; individuals in poverty represent 6% to 31% of the population.

Within the project corridor, there are no National Historic Landmarks, sites listed or known

eligible for the National Register of Historic Places, or sites for which Ohio Archaeological

Inventory forms have been completed. Several Ohio Historic Inventory forms have been

completed for properties along the resurfacing-only portion of the corridor.

The Little Miami Trail crosses Springfield-Xenia Road near the southern terminus. The Trail

parallels the road just outside of the road right of way from the I-70 overpass north to Leffel

Lane where the trail then turns and follows another route in to Springfield. The project will

include plan notes to maintain access to the Trail system during construction.

There are three waterway crossings within the corridor: Mill Creek and two unnamed tributaries

of Mill Creek. Instream work and limited tree removals will be required at Mill Creek for the

proposed bridge replacement. No other instream work or tree removals are anticipated. The

project will include work within the designated special flood hazard area associated with Mill

Creek; the project will be designed to comply with FEMA floodplain development requirements.

The project will be constructed with federal Surface Transportation funds and local funds.

Environmental clearance is scheduled for 02/09/2018. The project is currently expected to award

in July 2019.

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CLARK COUNTYUnincorporated Places

Airports

Interstate Routes

Proposed Interstate Routes

U S Routes

Proposed U S Routes

State Routes

Proposed State Routes

Ramps

County Roads

County Sub Division Streets

Proposed County Roads

County Roads (Right of Way only)

Township Roads

Township Sub Division Streets

Township Roads (Right of Way only)

Proposed Township Roads

Municipal Streets

Railroads

County Boundary

City Boundary

Township Boundary

1

2

3

4

0 1 2 3 4 5

Miles

Revised: April - 2015

´ 0 1,000 2,000 3,000 4,000 5,000500Feet

CLA-CR338­0000PID 95510

Springfield/Clifton, Ohio Quadrangle

´0 400 800 1,200 1,600 2,000200Feet

CLA-CR338-0000PID 99510

CLA-338-0.00

CITY OF SPRINGFIELD

CO

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PID

NO.

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

ACRES

ACRES

ACRES

LATITUDE: 39° 52’ 36" N LONGITUDE: 83° 50’ 33" W

SCALE IN MILES

0 1 2 3 4

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

PLAN PREPARED BY:

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS

MILL CREEK WITH MINOR FULL DEPTH APPROACH WORK.

LIMIT AND THE REPLACEMENT OF BRIDGE NO. 1076 OVER

ENDING AT THE CITY OF SPRINGFIELD CORPORATION

RESURFACING OF C.R. 338 BEGINNING AT U.S. 68 AND

FEDERAL ROUTES

STATE ROUTES

ENGINEERS SEAL:

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

UNDERGROUND UTILITIES

CONTACT BOTH SERVICES

CALL TWO WORKING DAYS

BEFORE YOU DIG

CALL

1-800-362-2764(TOLL FREE)

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

1-800-925-0988PROTECTION SERVICE CALL:

OIL & GAS PRODUCERS UNDERGROUND

2016 SPECIFICATIONS

EARTH DISTURBED AREAS

2900

04 MINOR ARTERIAL (RURAL)

NO

TITLE SHEET

TYPICAL SECTIONS

GENERAL NOTES

1

2

3

5

CURRENT ADT (2019)

DESIGN YEAR ADT (2039)

DESIGN HOURLY VOLUME (2039)

3100

341

60%

3%

55 MPH

55 MPH

5300

5600

560

60%

3%

50 MPH

45 MPH

NO

NE

CLARK COUNTY, OHIO

OFFICE OF THE COUNTY ENGINEER

(E

15

0) 7

62

APPROVED

APPROVED

APPROVED

APPROVED

DATE CLARK COUNTY ENGINEER

DATE CLARK COUNTY COMMISSIONER

DATE CLARK COUNTY COMMISSIONER

DATE CLARK COUNTY COMMISSIONER

4MAINTENANCE OF TRAFFIC

-CROSS SECTIONS 6 9

STRUCTURE 20’ SPAN AND OVER

CLA-338-0200 16 17-

4

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE

CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-

TOURS WILL BE PROVIDED AS INDICATED ON SHEET .

PLAN AND PROFILE

10-15RESURFACING PLANS

SPRINGFIELD TOWNSHIP

(SOUTH OF FAIRFIELD PIKE)

C.R. 338

(NORTH OF FAIRFIELD PIKE)

C.R. 338

Mill

Creek

Goose

Creek

Mill

Creek

C-3

18

C-353

C-3

22

SEL

MA

PIKE

REBERT

PIKE

19

C-31

6

W

SPARROW RD

C-32

4

W

POSSU

M

RD

C-320

C-323

S

TEC

UMSE

H

RDC-148

C-338

C-323

PE

TR

ER

D

C-329

C-327

C-338

RD

OL

DMIL

LR

DT-14

6

E POSSUM RDT-234A

E LEFFEL LN

T-224

RD

E BLEERD

T-62A

W

POSSU

MR

D

T-2

34

HUSTEADRDT-142

ROCKY

POINT RDT-136

GA

RRIS

ON

RD

T-1

45

T-2

3

PE

AC

OC

KR

DT-75

T-131

ESPARROW RDT-79

WBLEE RD

T-62

COLLIER

RDT-137

T-222

COLLIER RDT-67

T-227

T-2

11A

T-25

CRISTRD

T-135

T-224

T-336

T-336A

T-1

844

SPRINGFIELD

GREEN

Rock Way

Peacock Acres

Park Ridge Acres

Oakgrove

Limestone

City

Tiffany

Acres

Sunnyland

Durbin

Hustead

Beatty

Indian

a & O

hio C

entral

Railroad

Mad River

SPRINGFIELD-BECKLEY

MUNICIPAL AIRPORT

70

72

794

4D40

68

68

40D

STA. 337+95.00

BEGIN WORK

STA. 448+30.00

END WORK

ST

A.

34

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0

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| CONST. C.R. 338

CURVE 1

ELEV. = 993.627

20.25’ RT.

STA. 347+91.55

IPINS PRJ. CTL (CM TRAV.)

BM#1

BENCH MARKS

ELEV. = 994.750

17.93’ LT.

STA. 348+69.41

IPINS PRJ. CTL (CM TRAV.)

BM#2

ELEV. = 997.585

17.34’ RT.

STA. 350+98.20

IPINS PRJ. CTL (CM TRAV.)

BM#3

BM#3

PROPOSED PROFILE

EXISTING GROUND

SECTION 1SECTIO

N 7

BORING B-001-0-16

ELEV 994.87

P.V.C. STA. 347+66.00 ELEV 995.95

P.V.T. STA. 349+16.00

STA. 347+50.00

BEGIN PROJECT

LEGEND

FULL DEPTH PAVEMENT

PRIVATE BRIDGE

EX. GUARDRAIL

(TBR, TYP.)

MIL

L C

REE

K

(E150) 762 (E150) 762

STA. 349+25.00

END PROJECT

TO BE REMOVED

CONST. LIMITS

AND RESURFACING

PAVEMENT PLANING

P.I. Sta. 345+11.38

‹

R = 34,377.46’

T = 130.00’

L = 260.00’

E = 0.25’

C = 260.00’

CURVE 1

RES.

WOOD

1 STY.

PARKING LOT

GRAVEL

4" M.P. COLUMBIA GAS

AT&T U/G F.O.

WOODS

GRASS

BY OTHERS)

(TO BE MOVED

EX. TELECOM POLE

346 351

CONST. LIMITS

348 349

975

980

985

990

995

970

1000

975

980

985

990

995

970

1000

BM#1

DO NOT DISTURB(DND)

(TBR)

+85

+75

BM#2

+55.64

60’ TAPER

50’ TAPER

35’ TAPER

75’ TAPER

+20.42

+68.58

T

E

E

E

T

ANCHOR ASSEMBLY, MGS TYPE E

ANCHOR ASSEMBLY, MGS TYPE T

347346 350 351

PRECAST CULVERT

PROPOSED 3-SIDED

STA. 348+29.82

| CULVERT

BRIDGE NO. 0200

HW25 EL. 984.21

OHWM = 981.95‘

FLOWLINE EL. 979.39

NORMAL WATER EL. 981.20‘

HW100 EL. 984.87

SPRINGFIELD, OH 45506

3456 SPRINGFIELD-XENIA RD.

0.34 AC.

INST. 201200004013

PAR. 3000600007205002

REGENIA PELFREY

SPRINGFIELD, OH 45506

3436-3456 SPRINGFIELD-XENIA RD.

2.50 AC.

INST. 201200004013

PAR. 3000600007205008

REGENIA PELFREY 0.86 AC.

INST. 201200004013

PAR. 3000600007205001

(FOR THE STATE OF OHIO 68)

SPRINGFIELD XENIA R.R. CO.

VOL. 335, PG. 219

HIGHWAY EASEMENT

STATE OF OHIO

EX. GUARDRAIL

(TO BE REMOVED)

E

+02.11

346

PT Sta. 346+41.

38

347 348 349 350 351

994.72

994.81

994.91

995.03

995.08

995.34

995.56

995.77

996.05

994.81

994.90

995.02

995.17

995.34

995.55

995.79

996.05

996.32

994.81

994.96

994.77

994.72

994.65

996.82

997.25

997.59

997.80

998.27

998.35

994.72 P.V.I. STA 348+41.00 ELEV = 995.14’

+0.36 % +1.08 %

150.00’ VC

+1.08 %

MATCH

EX. GRADE

+0.36%

994.81

994.90

995.02

995.17

995.34

995.55

995.79

996.05

994.72

N

ST

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33

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| CONST. C.R. 338

CURVE 1

P.I. Sta. 345+11.38

‹

R = 34,377.46’

T = 130.00’

L = 260.00’

E = 0.25’

C = 260.00’

CURVE 1

STA. 337+95.00

BEGIN WORK

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘

MA

TC

HLIN

E S

TA. 354+00.00 S

EE S

HE

ET 11

MA

TC

HLIN

E S

TA. 344+00.00 S

EE

AB

OV

E

MA

TC

HLIN

E S

TA. 344+00.00 S

EE B

EL

OW

APPARTMENTWOOD2 ST

Y.

RES.

WOOD

1 STY.

BRIDGE

PRIVATE

GRASS

WOODSPARKING LOT

GRAVEL

| CONST. C.R. 338

CONST. LIMITS

CONST. LIMITS

CURVE 1

12’‘

12’‘

FULL DEPTH PAVEMENT

SECTION 1SECTIO

N 7

CO

MM

ER

CIA

L

ASP

HA

LT,

RESIDENTIAL

ASPHALT,

RESID

EN

TIA

LASP

HA

LT,

RESIDENTIAL

CONCRETE,

RESID

EN

TIA

LG

RA

VE

L,

RESIDENTIAL

ASPHALT,

CO

MM

ER

CIA

L

ASP

HA

LT,

RESID

EN

TIA

LG

RA

VE

L,

RESID

EN

TIA

L

GR

AV

EL,

RESID

EN

TIA

LG

RA

VE

L,

PO

T Sta. 334+00.00

334 335 336 337 338 339 340 341 342 343

PC Sta. 343+81.

38

344

PC Sta. 343+81.

38

344 345 346

PT Sta. 346+41.

38

347 348 349 350 351 352 353 354

N

ST

A.

35

4+0

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0

TO

ST

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37

4+0

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TA. 354+00.00 S

EE S

HE

ET 10

| CONST. C.R. 338

MA

TC

HLIN

E S

TA. 364+00.00 S

EE B

EL

OW

MA

TC

HLIN

E S

TA. 364+00.00 S

EE

AB

OV

E

MA

TC

HLIN

E S

TA. 374+00.00 S

EE S

HE

ET 12

| CONST. C.R. 338

LITTLE MIAMI SCENIC TRAIL

LITTLE MIAMI SCENIC TRAIL

FAIR

FIE

LD PIK

E

SECTION 1SECTIO

N 7

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘

TRAIL

ASPHALT,

TRAIL

ASPHALT,RESIDENTIAL

CONCRETE,

PARKING LOT

ASPHALT,

COMMERCIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

ASP

HA

LT, R

ESID

EN

TIA

L

ASP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

ASPHALT,

ASP

HA

LT, C

OM

ME

RCIA

L

RESIDENTIAL

GRAVEL,RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT,

ASP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT, RESIDENTIAL

ASPHALT, RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT,RESIDENTIAL

GRAVEL,

RESID

EN

TIA

LG

RA

VEL,

PARKING LOT

ASPHALT,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL,

354 355 356 357 358 359 360 361 362 363 364

364 365 366 367 368 369 370 371

PI Sta. 371+

42.43

372 373 374

NN

ST

A.

37

4+0

0.0

0

TO

ST

A.

39

4+0

0.0

0

CA

LC

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T

MA

TC

HLIN

E S

TA. 374+00.00 S

EE S

HE

ET 11

| CONST. C.R. 338

MA

TC

HLIN

E S

TA. 384+00.00 S

EE B

EL

OW

MA

TC

HLIN

E S

TA. 384+00.00 S

EE

AB

OV

E

MA

TC

HLIN

E S

TA. 394+00.00 S

EE S

HE

ET 13

| CONST. C.R. 338

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘

GR

AV

EL, R

ESID

EN

TIA

L

RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

COMMERCIAL

ASPHALT, PARKING LOT

ASPHALT,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT,

GR

AV

EL, R

ESID

EN

TIA

L

ASP

HA

LT, C

OM

ME

RCIA

L

PARKING LOT

ASPHALT,RESIDENTIAL

ASPHALT,

ASP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

GRAVEL,

ASP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

ASP

HA

LT, R

ESID

EN

TIA

LA

SP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

CO

MM

ER

CIA

LA

SP

HA

LT,

RESIDENTIAL

GRAVEL,RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL,RESIDENTIAL

ASPHALT,

374 375 376 377 378 379 380 381 382 383 384

384 385 386 387 388 389 390 391 392 393 394

N

ST

A.

39

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0

TO

ST

A.

415

+0

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0000\

99510\road

way\sheets\

99510

GP005.d

gn 4/5/2017 11:0

3:1

9

AM

Aakuraju

17

13

0

80

40

20

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

MA

TC

HLIN

E S

TA. 394+00.00 S

EE S

HE

ET 12

| CONST. C.R. 338

MA

TC

HLIN

E S

TA. 404+00.00 S

EE B

EL

OW

MA

TC

HLIN

E S

TA. 404+00.00 S

EE

AB

OV

E

MA

TC

HLIN

E S

TA. 415

+00.00 S

EE S

HE

ET 14

P.I. Sta. 402+43.60

‹

R = 17,188.73’

T = 310.03’

L = 620.00’

E = 2.80’

C = 619.97’

CURVE 2

CURVE 2

W P

OSS

UM R

D

W P

OSS

UM R

D

| CONST. C.R. 338

CURVE 2

BRIDGE NO. CL-68-52

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘

GR

AV

EL, R

ESID

EN

TIA

L

RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL,

COMMERCIAL

ASPHALT,

CO

MM

ER

CIA

L

ASP

HA

LT,

CO

MM

ER

CIA

L

ASP

HA

LT,

CO

MM

ER

CIA

L

ASP

HA

LT,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

ASP

HA

LT, R

ESID

EN

TIA

L

ASP

HA

LT, R

ESID

EN

TIA

L

RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

ASPHALT,

ASP

HA

LT, R

ESID

EN

TIA

L

ASP

HA

LT, R

ESID

EN

TIA

L

ASP

HA

LT, C

OM

ME

RCIA

L

RESID

EN

TIA

LA

SP

HA

LT,

ASP

HA

LT, R

ESID

EN

TIA

L

GR

AV

EL, R

ESID

EN

TIA

L

RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL,

ASP

HA

LT, C

OM

ME

RCIA

L

2-WD

1-WD

3-WD

0.006 AC.

0.018 AC.

0.025 AC.

0.026 AC.

4-WD

394 395 396 397 398 399

PC Sta. 399+33.57

400 401 402 403 404

404 405

PT Sta. 405+53.57

406407

408409

410411

412413

414415

N

N

ST

A.

415

+0

0.0

0

TO

ST

A.

43

6+0

0.0

0

CA

LC

UL

AT

ED

CH

EC

KE

DC

LA-3

38-0.0

0R

ES

UR

FA

CIN

G

PL

AN

JEP

RG

Q:\

Transportatio

n\

Projects\

County\

Clark\

CL

AC

R338_

0000\

99510\road

way\sheets\

99510

GP006.d

gn 4/5/2017 11:0

3:1

9

AM

Aakuraju

17

14

0

80

40

20

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

MA

TC

HLIN

E S

TA. 415

+00.00 S

EE S

HE

ET 13

| CONST. C.R. 338

MA

TC

HLIN

E S

TA. 426+00.00 S

EE B

EL

OW

MA

TC

HLIN

E S

TA. 426+00.00 S

EE

AB

OV

E

MA

TC

HLIN

E S

TA. 436+00.00 S

EE S

HE

ET 15

CURVE 3

P.I. Sta. 423+28.53

‹

R = 17,188.73’

T = 457.61’

L = 915.00’

E = 6.09’

C = 914.89’

CURVE 3

CURVE 3| CONST. C.R. 338

I.R. 70

WES

TB

OU

ND

I.R. 70 E

AS

TB

OU

ND

W L

EFF

EL L

AN

E

VA

LL

EY

DRIV

E

BRIDGE NO. CL-68-55

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘A

SP

HA

LT, BIK

E T

RAIL PARKING LOT

ASPHALT,

ASPHALT

PARKING LOT

ASPHALT,

CO

MM

ER

CIA

LA

SP

HA

LT,

CONCRETE

PARKING LOT

ASPHALT,

COMMERCIAL

CONCRETE,

COMMERCIAL

ASPHALT,

NEW PEDESTRIAN PUSH BUTTON

* NEW CONCRETE CURB RAMP WITH

COMMERCIAL

ASPHALT,

COMMERCIAL

ASPHALT,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

415 416 417 418

PC Sta. 418

+70.92

419 420 421 422 423 424425

426

426 427

PT Sta. 427+85.92

428 429 430 431 432 433 434 435 436

N

ST

A.

43

6+0

0.0

0

TO

44

8+3

0.0

0

CA

LC

UL

AT

ED

CH

EC

KE

DC

LA-3

38-0.0

0R

ES

UR

FA

CIN

G

PL

AN

JEP

RG

Q:\

Transportatio

n\

Projects\

County\

Clark\

CL

AC

R338_

0000\

99510\road

way\sheets\

99510

GP007.d

gn 4/5/2017 11:0

3:2

0

AM

Aakuraju

17

15

0

80

40

20

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

MA

TC

HLIN

E S

TA. 436+00.00 S

EE S

HE

ET 14

| CONST. C.R. 338

MA

TC

HLIN

E S

TA. 445+00.00 S

EE B

EL

OW

MA

TC

HLIN

E S

TA. 445+00.00 S

EE

AB

OV

E

CURVE 4| CONST. C.R. 338

SUNNYLA

ND B

LV

D

DRIS

CO

LL

AV

EN

UE

MC

CAIN

AV

EN

UE

P.I. Sta. 448+05.95

‹

R = 17,188.73’

T = 135.00’

L = 270.00’

E = 0.53’

C = 270.00’

CURVE 4

STA. 448+30.00

END WORK

AND RESURFACING

PAVEMENT PLANING

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

CONST. LIMITS

12’‘

12’‘

RESID

EN

TIA

L

ASP

HA

LT,

RESID

EN

TIA

L

ASP

HA

LT,

RESIDENTIAL

ASPHALT,

RESIDENTIAL

GRAVEL,

RESIDENTIAL

GRAVEL, RESIDENTIAL

GRAVEL,

RESIDENTIAL

CONCRETE,

RESIDENTIAL

ASPHALT,

CO

MM

ER

CIA

L

GR

AV

EL,

COMMERCIAL

ASPHALT,

COMMERCIAL

ASPHALT,

CO

MM

ER

CIA

LC

ON

CR

ET

E,

CO

MM

ER

CIA

LC

ON

CR

ET

E,

ASPHALTC

OM

ME

RCIA

L

ASP

HA

LT,

COMMERCIAL

ASPHALT,

ASPHALT

436 437 438 439 440 441 442 443 444 445

445 446

PC Sta. 446+70.94

447 448 449

PT Sta. 449+40.94

450 451 452 453 454

PO

T Sta. 454+46.69