36C25618R0552-0002004.pdf

KEY PLAN NTS

NEW CURB & GUTTER

LEGEND

NEW PAINT STRIPING

NEW STORM DRAIN PIPE

NEW STORM DRAIN STRUCTURE

NEW FENCE

NEW SANITARY SEWER MANHOLE

NEW SANITARY SEWER PIPE

NEW BUILDING

NEW CONTOUR LINE

NEW 5' CONTOUR LINE

NEW SPOT SHOT

NEW BUILDING SETBACK LINE

NEW CONSTRUCTION JOINT

NEW CONCRETE WHEELSTOP

NEW GRASS PAVE

NEW CONCRETE PAVING

NEW RETAINING WALL

NEW HANDICAP PARKING SIGN

NEW RIPRAP

NEW CHAIN LINK FENCE

NEW LIGHT POLE

NEW SIDEWALK

RCW DRP

SITE PLAN

Location

Date Checked Drawn

Project Title

Office of Facilities

Management

Project Number

Building Number

Drawing Number

Dwg. of

Drawing Title

Approved: Project Director

ARCHITECT / ENGINEERS:CONSULTANTS:

DateRevisions:

564PR2302

Cannon Design Project Number 02707.02

564PR2302Clinical Addition and Renovation Veterans Affairs Medical Ctr

Fayetteville, AR4500 Burrow Drive, North Little Rock, Arkansas 72116

TFCG n CANNON DESIGN n TME, LLC

T. 501.758.7443 F. 501.753.7309

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Sep 9, 200804/15/2013Record Drawings

RCW DRP

CS-113

MATCH LINE

SEE SHEET CS-111

M A

T C

H L

IN

E

S E

E S

H E

E T

C S

-1

SITE PLAN1G

M A

T C

H L

IN

E

S E

E S

H E

E T

C S

-1

REVISED COURTYARD2 10-1-08

RFI 663 - SECURITY FENCE3 11-01-07

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50' BUILDING

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SETBACK LINE

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50' BUILDING SETBACK LINE

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FLEXIBLE POROUS

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PAVING SYSTEM

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SECURITY FENCING & GATES

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PER ARCHITECTURAL PLANS

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PEDESTRIAN ACCESS

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GATE

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SERVICE ACCESS

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GATE

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24" WALNUT

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30" OAK

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36" OAK

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60" OAK

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14" WALNUT

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12" PEAR

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24" PINE

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12" ELM

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18" SYCAMORE

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30" PINE

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30" PINE

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12" MAPLE

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10" MAPLE

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36" ELM

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36" ELM

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32" ELM

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GRAVEL

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CONC.

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CONC. WALK

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CONC.

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CONC. WALK

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CONC.

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AC

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AC

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AC

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AC

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STEAM MH

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AutoCAD SHX Text 1438.96

AutoCAD SHX Text 1457.03

AutoCAD SHX Text 1457.01

AutoCAD SHX Text 1444.90

AutoCAD SHX Text 1458.94

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1466.57 (1ST LEVEL)

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1516.61 (5TH LEVEL)

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1504.07 (4TH LEVEL)

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1466.52 (1ST LEVEL)

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1478.07 (2ND LEVEL)

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1466.57 (1ST LEVEL)

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1466.59 (1ST LEVEL)

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1478.06 (2ND LEVEL)

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1504.07 (4TH LEVEL)

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1492.07 (3RD LEVEL)

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1466.56 (1ST LEVEL)

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1504.08 (4TH LEVEL)

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1492.10 (3RD LEVEL)

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1478.12 (2ND LEVEL)

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1478.16 (2ND LEVEL)

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1492.13 (3RD LEVEL)

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1478.11 (2ND LEVEL)

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1466.62 (1ST LEVEL)

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1478.14 (2ND LEVEL)

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1492.13 (3RD LEVEL)

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EXTERIOR FACE OF WALL

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3RD & 4TH LEVELS

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EXTERIOR FACE OF WALL

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2ND LEVEL

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EXTERIOR FACE OF WALL

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3RD & 4TH LEVELS

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EXTERIOR FACE OF WALL

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2ND LEVEL

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EXTERIOR FACE OF WALL

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3RD & 4TH LEVELS

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1478.16 (2ND LEVEL)

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BLDG. #34

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STORAGE

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BLDG. #8

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WAREHOUSE &

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STORAGE

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BLDG. #10

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BOILER

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PLANT

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SIGN

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18" MAPLE

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NEW BLDG. #21

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BLDG. #25

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TYP.

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AutoCAD SHX Text 1.85'

AutoCAD SHX Text R4.00'

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5.66' CHORD

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5.75' CHORD

AutoCAD SHX Text R10.00'

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16.60' CHORD

AutoCAD SHX Text R8.00'

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13.98' CHORD

AutoCAD SHX Text 5.13'

AutoCAD SHX Text 24.00'

AutoCAD SHX Text R40.00'

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38.92' CHORD

AutoCAD SHX Text 51.06'

AutoCAD SHX Text 24.00'

AutoCAD SHX Text 28.13'

AutoCAD SHX Text R50.00'

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7.53' CHORD

AutoCAD SHX Text R74.00'

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76.84' CHORD

AutoCAD SHX Text 29.76'

AutoCAD SHX Text 6.48'

AutoCAD SHX Text R4.00'

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AutoCAD SHX Text 14.50'

AutoCAD SHX Text 27.00'

AutoCAD SHX Text 14.50'

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5.66' CHORD

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5.66' CHORD

AutoCAD SHX Text 6.47'

AutoCAD SHX Text R20.00'

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26.75' CHORD

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24.74' CHORD

AutoCAD SHX Text R98.00'

AutoCAD SHX Text R124.00'

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29.09' CHORD

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55.82' CHORD

AutoCAD SHX Text 26.00'

AutoCAD SHX Text 168.80'

AutoCAD SHX Text 168.80'

AutoCAD SHX Text R124.00'

AutoCAD SHX Text R98.00'

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83.99' CHORD

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71.85' CHORD

AutoCAD SHX Text R20.00'

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AutoCAD SHX Text R30.00'

AutoCAD SHX Text R50.00'

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30.86' CHORD

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30.37' CHORD

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36.87' CHORD

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68.65' CHORD

AutoCAD SHX Text R200.00'

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11.15' CHORD

AutoCAD SHX Text 18.30'

AutoCAD SHX Text 16.23'

AutoCAD SHX Text 23.35'

AutoCAD SHX Text 4.24'

AutoCAD SHX Text 28.13'

AutoCAD SHX Text 6.64'

AutoCAD SHX Text 92.25'

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TIE TO

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EXSITING

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TIE TO

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EXSITING

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TIE TO EXSITING

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TIE TO EXSITING

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TYP.

AutoCAD SHX Text 109.77'

AutoCAD SHX Text 39°20'2"'

AutoCAD SHX Text 95.13'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text R75.00'

AutoCAD SHX Text R87.00'

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17.24' CHORD

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20.00' CHORD

AutoCAD SHX Text 101.22'

AutoCAD SHX Text 101.22'

AutoCAD SHX Text 12.00'

AutoCAD SHX Text R50.00'

AutoCAD SHX Text R62.00'

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32.44' CHORD

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40.22' CHORD

AutoCAD SHX Text 19.95'

AutoCAD SHX Text 19.95'

AutoCAD SHX Text 14.00'

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6-6" STEPS

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STOP SIGN

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STOP SIGN

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STOP SIGN

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UP

AutoCAD SHX Text 26.00'

AutoCAD SHX Text 47.41'

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7-6" STEPS

AutoCAD SHX Text R10.00'

AutoCAD SHX Text 5.00'

AutoCAD SHX Text 7.88'

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5' SIDEWALK

AutoCAD SHX Text 5.61'

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HANDRAIL

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1' CONCRETE MOW STRIP

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AROUND THE BUILDING

AutoCAD SHX Text 6.16'

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4" THICK WHITE

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PAINT STRIPING

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STEAM MH

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POWER_HANDHOLE

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POWER_HANDHOLE

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PEDESTRIAN ACCESS

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GATE

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SAWCUT AND TIE

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TO EXSITING

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HEAVY DUTY

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ASPHALT

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PAVING

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LIGHT DUTY

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ASPHALT

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PAVING

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HEAVY DUTY

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ASPHALT

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PAVING

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HEAVY DUTY

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ASPHALT

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PAVING

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HEAVY DUTY

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ASPHALT

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PAVING

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LIGHT DUTY

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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BOLLARDS SEE

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ARCHITECTURAL

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PLAN FOR DETAIL

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MODULAR BLOCK

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RETAINING WALL

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MODULAR BLOCK

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RETAINING WALL

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CONCRETE EQUIPMENT

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POD

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MODULAR BLOCK

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WALL

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STOP SIGN

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STOP SIGN

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4" THICK

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DOUBLE YELLOW

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PAINT STRIPING,

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(TYP.)

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POWER_HANDHOLE

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CONTINUOUS DBL.

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YELLOW 4" PAINT

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STRIPING

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STOP BAR,

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STOP BAR,

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STOP BAR,

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TYP.

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STOP BAR,

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STOP BAR,

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4" THICK

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DOUBLE YELLOW

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PAINT STRIPING,

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(TYP.)

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4" THICK

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DOUBLE YELLOW

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PAINT STRIPING,

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(TYP.)

AutoCAD SHX Text 6.16'

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MOUNTABLE CURB

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THIS AREA

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FLEXIBLE POROUS

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PAVING SYSTEM

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TRANSITION TO

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EXISTING EDGE

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WITH ASPHALT

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PAVING SECTION

AutoCAD SHX Text N = 642968.39

AutoCAD SHX Text E = 674656.36

AutoCAD SHX Text N = 642995.31

AutoCAD SHX Text E = 674663.01

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TIE TO

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EXSITING

AutoCAD SHX Text 24.00'

AutoCAD SHX Text 99.00'

AutoCAD SHX Text 132.98'

AutoCAD SHX Text 21.10'

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STEAM MH

AutoCAD SHX Text 1445.12

AutoCAD SHX Text 1433.58

AutoCAD SHX Text 1438.96

AutoCAD SHX Text 1447.92

AutoCAD SHX Text 1457.00

AutoCAD SHX Text 1457.03

AutoCAD SHX Text 1457.01

AutoCAD SHX Text 1444.90

AutoCAD SHX Text 1458.94

AutoCAD SHX Text 1476.56

AutoCAD SHX Text 1476.56

AutoCAD SHX Text 1476.54

AutoCAD SHX Text 1476.57

AutoCAD SHX Text 1476.44

AutoCAD SHX Text 1476.39

AutoCAD SHX Text 1476.41

AutoCAD SHX Text 1476.42

AutoCAD SHX Text 1477.33

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1478.16 (2ND LEVEL)

AutoCAD SHX Text 1481.49

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1478.16 (2ND LEVEL)

AutoCAD SHX Text 1470.10

AutoCAD SHX Text 1470.61

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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FUEL TANK #1

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SWITCHGEAR

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CONCRETE PAVING

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FUEL TANK

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PROPOSED BLDG. #21

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PROPOSED BLDG. #21

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PROPOSED BLDG. #27

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HANDICAPPED

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PARKING

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HANDICAPPED

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PARKING

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DOWN

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UP

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DOWN

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UP

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UP

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AutoCAD SHX Text 1472.17

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SS

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231, OCT 1978

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PLAN NORTH

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NORTH

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%%UNOTE:%%U CONTRACTOR TO CONSTRUCT ALL HANDICAP

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RAMPS AND PAVING TO ADA STANDARDS.

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TREES TO REMAIN ARE

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ARE TO BE PROTECTED

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FROM DAMAGE DURING

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CONSTRUCTION.

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%%UCONTRACTOR NOTE:

AutoCAD SHX Text CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ACCORDANCE WITH THE ARKANSAS UNDERGROUND FACILITIES DAMAGE PREVENTION ACT. THIS LAW REQUIRES THAT THE CONTRACTOR MAKE A TELEPHONE CALL TO THE ARKANSAS ONE-CALL SYSTEM AT 1-800-482-8998 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING TO ENSURE THAT ANY EXISTING UTILITIES CAN BE LOCATED.

AutoCAD SHX Text GENERAL NOTES: 1. THE LOCATION OF THE EXISTING WATER AND GAS UTILITIES ARE BASED ON RECORDS FROM SAID UTILITY COMPANIES AND ARE HORIZONTALLY FIELD LOCATED ONLY. THE CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING ACTUAL LOCATION. 2. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE CONSTRUCTION. 3. CONTRACTOR SHALL BEAR ALL RESPONSIBILITY AND COST OF REPAIR OR REPLACEMENT OF EXISTING UTILITIES, DAMAGE OR INTERRUPTED AS A RESULT OF THIS CONSTRUCTION PROJECT. 4. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE OWNER OF ANY DAMAGED OR INTERRUPTED UTILITIES IMMEDIATELY. 5. ALL SEWER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE FAYETTEVILLE WASTEWATER UTILITIES STANDARD SPECIFICATION FOR SANITARY SEWER LATEST EDITION. 6. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE TO THE FAYETTEVILLE WATER DEPARTMENT REQUIREMENTS. 7. CONTRACTORS SHALL NOTIFY PROJECT ENGINEER PRIOR TO BEGINNING WORK. 8. ALL AREAS WITHIN THE PARKING LOT ARE TO RECEIVE A GRAVEL BASE TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 135 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 9. ALL AREAS NOT WITHIN THE PARKING LOT ARE TO RECEIVE LOOSE STRAW TO PROVIDE EROSION CONTROL IF WORK IS NOT PROGRESSING IN AN ORDERLY MANNER. A RATE OF 1.5 TONS/ACRE IS TO BE APPLIED WITHIN TWO WEEKS OF FINAL GRADING. 10. AFTER NEW INLETS ARE CONSTRUCTED, STRAW BALES AND GRAVEL FILTER BERMS ARE TO BE PLACED TO ALLOW FLOW THROUGH THE BERM. 11. CONTRACTOR WILL CONTROL AND PREVENT OFF-SITE TRACKING OF CONSTRUCTION RUNOFF AND SEDIMENT TO ADJACENT PROPERTY AND PUBLIC ROADS. 12. CONTRACTOR IS TO PROTECT EXISTING STORM DRAINAGE SYSTEM.

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REGISTERED

AutoCAD SHX Text No. 12707

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ENGINEER

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PROFESSIONAL

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ARKANSAS

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INC.

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CONSULTANTS

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DEVELOPMENT

AutoCAD SHX Text No.128

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SCALE

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SCALE: 1" = 20'

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SEE CS-120

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FOR ADDITIVE

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ALTERNATE