36C25618R0552-0002008.pdf

New HMA

New HMA

New HMA

New HMA

New HMA kl awe dis we

N

N 643 158.7280

E 674 336.0544

N 643 092.1952

E 674 346.4318

N 643 068.2786

E 674 360.6111

N 643 056.0682

E 674 383.5319

N 643 042.3040

E 674 391.9718N 643 041.0605

E 674 365.5438

N 643 041.1602

E 674 406.4989

N 643 051.5800

E 674 423.2429

N 643 053.7381

E 674 432.9518

N 643 049.3571

E 674 441.8854

N 643 054.2502

E 674 446.8737

N 643 060.6885

E 674 433.7841

N 643 057.5232

E 674 419.5444

N 643 050.8147

E 674 407.8827

N 643 065.1515

E 674 418.8393

N 643 070.7928

E 674 404.9245

N 643 087.4850

E 674 417.5112

N 643 083.5201

E 674 446.4113

N 643 097.0674

E 674 436.0916

N 643 100.9212

E 674 444.3723

N 643 107.4922

E 674 450.7162

N 643 110.1263

E 674 450.7925

N 643 067.6204

E 674 475.4772

N 643 048.3568

E 674 346.2973

N 643 051.7083

E 674 341.3238

N 643 089.9343

E 674 318.6546

N 643 095.9090

E 674 318.1139

N 643 089.2173

E 674 311.6904

N 643 130.2945

E 674 341.0548

N 643 115.3655

E 674 311.7791

N 643 131.5580

E 674 322.4220

N 643 133.6257

E 674 315.7561

N 643 136.8643

E 674 324.2325

N 643 138.1744

E 674 324.7314

N 643 142.3976

E 674 326.4859

N 643 150.7594

E 674 322.8290

N 643 145.0777

E 674 320.0173

N 643 156.1634

E 674 326.1432

N 643 140.7114

E 674 318.2074

N 643 139.3097

E 674 317.6735

N 643 159.8528

E 674 338.0063

N 643 164.0411

E 674 342.2994

N 643 167.2998

E 674 339.2413

N 643 161.9294

E 674 329.8294

N 643 163.2792

E 674 330.4834

N 643 168.9427

E 674 332.4369

N 643 171.3832

E 674 352.4590

N 643 160.9321

E 674 364.3316

N 643 173.1118

E 674 385.3047

N 643 175.6575

E 674 404.2689

N 643 164.0477

E 674 419.4786

N 643 213.6479

E 674 394.2478

N 643 200.4382

E 674 393.7937

N 643 190.3965

E 674 385.1992 k l a w e di s " w e N klawedis "0-’7 weN

N 643 081.5130

E 674 306.8447

N 643 086.2728

E 674 314.8732

N 643 088.6527

E 674 318.8874

N 643 084.6385

E 674 321.2673

N 643 080.6242

E 674 323.6471

N 643 076.6100

E 674 326.0270

N 643 072.5967

E 674 328.4085

N 643 068.5816

E 674 330.7868

N 643 064.5674

E 674 333.1667

N 643 060.5532

E 674 335.5466

N 643 056.5389

E 674 337.9265

N 643 052.5247

E 674 340.3063

N 643 050.1448

E 674 336.2921

N 643 083.8929

E 674 310.8589 to zero curb (Typical) Transition from 6" curb

38.9 2’ C hord

R 3.0

71.03’ Chord

R 50.0

7.00’

.0 0’

Stop Bar

24" Thermoplastic

ADA Ramp

ADA Ramp concrete driveway

Match grade to existing

New Crub (Typical) to zero curb (Typical) Transition from 6" curb to zero curb (Typical) Transition from 6" curb

Outline of overhead canopy

HMA paving Limits of new

HMA paving Limits of new the canopy at 60" A.F.G.

on all four columns under Diamond Grade Sheeting signs (24" x 24") w/ Mount R8-3a No Parking

53.04’ Chord

R 100.0

51.90’ Chord

R 107.0

24.95’ Chord

R 20.0

.3

C h o r d

R

.0

1.

1’ C h o r d

R

.9

56.69’ Chord

R 32.0

17.9 ’ C hord

R 25.0

2.63’ Chord R 2.5

.8

Clinical Addition

Start of sidewalk to

Add Alternate #1 round breakaway post w/ NCHRP 350 compliant

Mounted 84" A.F.G.

Diamond Grade Sheeting

R1-1 Stop sign (30" x 30") w/ perpendicular to the loop road.

on top of the R1-1 Stop sign post

(36" x 12") w/Diamond Grade Sheeting

Mount back-to-back R6-1 One-Way signs breakaway post w/ NCHRP 350 compliant

Mounted 84" A.F.G.

Diamond Grade Sheeting

R5-1 Do Not Enter sign (30" x 30") w/ to remain concrete drive

Existing

12.67’ Chord

R 70.00’

S l o p e

M a x

:1

.0

.2 5’

.8 6’

.4

4.

.0

R

.0

C hord 4

0.76

R 7.0

Building #4 replacement to

Start of sidewalk

Add Alternate #2

.27’ C hord

R 2.6

(Charcoal Color) pavers warning

Detectible

Splices

Add handholes &

Add Alternate #3 is diagramatic

Routing shown

Add Alternate #3:

Relocate light pole

Conductors, & Cables;

Install UGE & UGT Conduit, Handholes for UGE & UGT;

Construct new pole base &

Demo Exist. Pole base;

Add Alternate #3:

(typical)

New curb & gutter

(typical)

New curb & gutter paving concrete

New

(Typical)

Expansion Joint

Sidewalk

(typical)

New curb & gutter

Slope

M ax

12:1

:1

Ma x

Sl op e

:1

Ma x

Sl op e

Sl op eMa x50 :1

S l o p e

M a x

:1

S l o p e

M a x

:1 flush with box top Form sidewalk

(Typical) Spaced 4’-8" O.C.

New 8" Bollard

Chord 14.28’

R 49.6

(Typical)

Sawcut Joint

Sidewalk

New sidewalk

(Yellow Color) pavers warning Detectible

(Yellow Color) pavers warning Detectible

Conduit & Cables

Communications

Add Alternate #3

Electric Conduit & Conductors

Add Alternate #3

& Sod Add Topsoil of back of curb Extend 1’-6" each side 6" PVC sleeves Install two (2) Base bid:

conduit within same sleeve Run UGE & UGT Add Alternate #3:

E X

IS

T

C O

N C

W A L K

S

T

E o n e e ig h t h in c h o n e f o o t

B

A

C

D

E t h r e e in c h e s n e f o o t o n e a n d o n e h a lf in c h e s n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Location

Date Checked Drawn

Project Title Project Number

Building Number

Drawing Number

Dwg. of

Drawing Title

Approved: Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

DateRevisions:

F

NORTH

PLAN

NORTH

Fayetteville, AR

CONTRACTOR TO CONSTRUCT ALL HANDICAPNOTE:

FROM DAMAGE DURING

CONSTRUCTION.

CONTRACTOR NOTE:

ANY EXISTING UTILITIES CAN BE LOCATED.

1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT

CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE-CALL SYSTEM AT

UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE

CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS

10 5 0 10 20

SCALE

XX-XX-XX

100% CONSTRUCTION DOCUMENTS

XXX

o n e s ix t e e n t h in n e f o o t

RAMPS AND SIDEWALKS TO VA ADA STANDARDS.

TREES SHOWN ARE

TO BE PROTECTED

KLS

Reconstruction

Primary Care Drive

8. ALL DISTURBED AREAS SHALL RECEIVE SOD.

RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS.

7. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION

TO BE PLACED TO ALLOW FLOW THROUGH THE BERM.

6. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE

5. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK.

OR INTERRUPTED UTILITIES IMMEDIATELY.

4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED

PROJECT.

OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION

3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT

2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION.

THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION.

FROM VHSO AND ARE IN THE GENERAL VICINITY SHOWN.

1. THE LOCATION OF THE EXISTING UTILITIES ARE BASED ON RECORDS

GENERAL NOTES:

CS-01

SITE PLAN