36C24818R0446-0002002.pdf

PDF 373 KB Posted Jul 6, 2018

Attached to: Construction, Correct Access and Storm Water Deficiencies Project 675-16-650 Federal contract opportunity
Solicitation number: 36C24818R0446
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 8

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36C24818R0446 0002 Attachment 2 - C101-960.pdf

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Other files attached to Construction, Correct Access and Storm Water Deficiencies Project 675-16-650, newest first.
File	Type	Posted
36C24818R0446-0002003.pdf	PDF	Jul 6, 2018
36C24818R0446-0002001.pdf	PDF	Jul 6, 2018
36C24818R0446-0002000.docx	DOCX document	Jul 6, 2018
36C24818R0446-0001000.pdf	PDF	Jun 19, 2018
36C24818R0446_SOLICITATION.pdf	PDF	Jun 12, 2018
36C24818R0446-000.docx	DOCX document	Apr 13, 2018

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E P

LEGEND

L-

SIGN LEGEND

A L

S U

B M

A L

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SERVICE

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ONE WAY

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148 PATIENT PARKING (17 HC)

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SURGERY

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PICK-UP/

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STAFF

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DROP-OFF

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STADIUM

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PARKWAY

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PARKING

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82 PATIENT

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PARKING (12 HC)

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AutoCAD SHX Text 100'

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NORTH

AutoCAD SHX Text 25'

AutoCAD SHX Text 50'

AutoCAD SHX Text 150'

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SCALE : 1" = 50'

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BUILDING

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PAVING

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PONDS

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GREEN SPACE

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TOTAL

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LAND AREA

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ACRE

AutoCAD SHX Text 2.45

AutoCAD SHX Text 7.34

AutoCAD SHX Text 2.21

AutoCAD SHX Text 15.36

AutoCAD SHX Text 27.36

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SQ. FT.

AutoCAD SHX Text 106,397

AutoCAD SHX Text 319,880

AutoCAD SHX Text 96,302

AutoCAD SHX Text 669,232

AutoCAD SHX Text 1,191,801

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PATIENT

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(37 HC / 5 HC VAN)

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STAFF

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(13 HC)

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TOTAL SPACES

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(50 HC / 5 HC VAN)

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POND

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POND

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CLINIC

AutoCAD SHX Text 9%

AutoCAD SHX Text 27%

AutoCAD SHX Text 8%

AutoCAD SHX Text 56%

AutoCAD SHX Text 100%

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ONE WAY

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76 PATIENT

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PARKING (13 HC)

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FUTURE DRIVE

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8' VINYL COATED

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(DARK GREEN)

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CHAIN LINK FENCE

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6' FLUSH CURB

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FOR MOWER

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ACCESS

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MAIN

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ENTRANCE

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126 STAFF PARKING (13 HC)

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AMBULANCE

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ACCESS

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PAINTED

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CROSSWALK

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6' FLUSH CURB

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FOR MOWER

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ACCESS

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6' FLUSH CURB

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FOR MOWER

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ACCESS

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8' VINYL COATED

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(DARK GREEN)

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CHAIN LINK FENCE

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MAIN ENTRANCE DRIVE

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GENERATOR

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BUILDING

AutoCAD SHX Text 6'

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6' FLUSH CURB

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FOR MOWER

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ACCESS

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SEE SHEET L-3 FOR

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AREA ENLARGEMENTS

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TO STAFF

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PARKING &

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SURGERY

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PICK-UP

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6' FLUSH CURB

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FOR MOWER

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ACCESS

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8 FT. HT. DECORATIVE ALUMINUM

AutoCAD SHX Text FENCE WITH 30"x30" COLUMNS

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(TO MATCH BUILDING) SEE ARCHITECTURAL

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DOUBLE 8 FT HT. DECORATIVE ALUMINUM

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SLIDE GATE (MANUAL OPERATION AND

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LOCKING MECHANISM) SEE ARCHITECTURAL

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CONCRETE PAVING

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HEAVY DUTY ASPHALT PAVING

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STANDARD DUTY ASPHALT PAVING

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CONCRETE SIDEWALK

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CURB AND GUTTER

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SEE DETAIL

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FOR JOINT

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LAYOUT

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AutoCAD SHX Text L-12

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AutoCAD SHX Text L-11

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SEE DETAIL

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FOR JOINT

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DETAIL

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RETAINING WALL

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SEE STRUCTURAL

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PLAN S-4 FOR

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FLUSH SIDEWALK

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AND WHEEL STOP

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TYP. AT HANDICAP

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WORK BY OTHERS

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INSTALL SIGNS

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A MINIMUM OF

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3' AWAY

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TOWN CENTER DRIVE - 150' R.O.W.

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FERDINAND STREET - 60' R.O.W.

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RELOCATED SAWMILL GRADE

AutoCAD SHX Text V

AutoCAD SHX Text S89 11'20"W

AutoCAD SHX Text 1,100.00'

AutoCAD SHX Text o

AutoCAD SHX Text N00 48'40"W

AutoCAD SHX Text 1,100.00'

AutoCAD SHX Text o

AutoCAD SHX Text N89 11'20"E

AutoCAD SHX Text 982.00'

AutoCAD SHX Text N00 48'40"W

AutoCAD SHX Text o

AutoCAD SHX Text 630.00'

AutoCAD SHX Text o

AutoCAD SHX Text A=489.51'

AutoCAD SHX Text D=28 11'16"

AutoCAD SHX Text R=995.00'

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AutoCAD SHX Text D=06 48'44"

AutoCAD SHX Text R=995.00'

AutoCAD SHX Text A=118.30'

AutoCAD SHX Text F:\CIVIL\PROJECTS\15_442\CADD_DWG\C101-960.DWG 7-29-98 9:27:57 am EST

AutoCAD SHX Text 98006

AutoCAD SHX Text KBJ Project Number

AutoCAD SHX Text Approved: Area Project Manager

AutoCAD SHX Text Jacksonville, Florida 32202

AutoCAD SHX Text 510 North Julia Street

AutoCAD SHX Text KBJ Architects, Inc.

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AAC00001

AutoCAD SHX Text Baker/Mellon Stuart Const. , Inc.

AutoCAD SHX Text 111 North Orange Avenue

AutoCAD SHX Text Suite 625

AutoCAD SHX Text Orlando, Florida 32801

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BREVARD COUNTY, FLORIDA

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BREVARD COUNTY

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VA OUTPATIENT CLINIC

AutoCAD SHX Text Management

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AutoCAD SHX Text Office of

AutoCAD SHX Text Notes:

AutoCAD SHX Text Seal

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text 673-097

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Building Number

AutoCAD SHX Text VA Project Number

AutoCAD SHX Text Date

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DSB

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SRS

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JULY 30, 1998

AutoCAD SHX Text 6767 North Wickham Road

AutoCAD SHX Text Suite 214

AutoCAD SHX Text Melbourne, Florida 32940

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DWG 1 OF 1

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EDWIN R. KRUG

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FLORIDA REG. #25300

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%%UGENERAL NOTES:

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1. ALL APPLICABLE PERMITS SHALL BE OBTAINED BEFORE CONSTRUCTION COMMENCES.

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2. ALL HANDICAP RAMPS, SIGNAGE AND STRIPING SHALL BE CONSTRUCTED IN

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ACCORDANCE WITH DEPARTMENT OF VETERANS AFFAIRS GUIDELINES (LATEST EDITION).

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ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY THE

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CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, OR BETTER, AT

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NO ADDITIONAL COST TO THE DEVELOPER.

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1. 6" THICK W/A MIN. 28-DAY COMPRESSIVE

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STRENGTH OF 4000 PSI PER ASTM C-39.

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1. 1.5" TYPE S-1 ASPHALTIC CONCRETE

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(1500 LB. MIN. MARSHALL STABILITY)

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WITH RC-70 PRIME COAT

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2. 8" LIMEROCK OR CEMENTED COQUINA BASE

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COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY

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DENSITY PER ASTM D1557, MIN. FBV 100

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3. 8" STABILIZED SUBGRADE COMPACTED TO 95%

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MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM

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D1557, MIN. FBV 50.

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1. 1.25" TYPE S-3 ASPHALTIC CONCRETE

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(1500 LB. MIN. MARSHALL STABILITY)

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WITH RC-70 PRIME COAT

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2. 6" LIMEROCK OR CEMENTED COQUINA BASE

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COMPACTED TO 95% MODIFIED PROCTOR MAX. DRY

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DENSITY PER ASTM D1557, MIN. FBV 100

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3. 6" STABILIZED SUBGRADE COMPACTED TO 95%

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MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM

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D1557, MIN. FBV 50.

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(FDOT INDEX 17346)

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2' WIDE CURB & GUTTER

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TYPE 'F'-FDOT INDEX #300

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(TYP)

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2' WIDE CURB & GUTTER

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TYPE 'F'-FDOT INDEX #300

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(TYP)

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(PAVEMENT DESIGN GIVEN BY PSI GEOTECHNICAL

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REPORT DATED 1/27/97)

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MODIFIED PROCTOR MAX. DRY DENSITY PER ASTM

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2. 6" STABILIZED SUBGRADE COMPACTED TO 95%

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D1557, MIN. FBV 50.

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%%UNOTE:

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ALL PAVING CONSTRUCTION MATERIALS SHALL CONFORM

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TO THE REQUIREMENTS SET FORTH IN THE LATEST

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EDITION OF THE FDOT "STANDARD SPECIFICATIONS FOR

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ROAD AND BRIDGE CONSTRUCTION."

AutoCAD SHX Text 106,397 S.F.

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24" STOP BAR AND 24" "STOP" SIGN

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AutoCAD SHX Text R1-1

AutoCAD SHX Text R6-2

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24" STOP SIGN

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18"X24" ONE WAY SIGN

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30"X30" DO NOT ENTER SIGN

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24"X24" NO LEFT TURN SIGN

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ARCHITECTURAL

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SIGN, SEE

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STAFF PARKING

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PLANS

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PLANS

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ARCHITECTURAL

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SIGN, SEE

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STAFF PARKING

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SPACES

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ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM

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TRAFFIC CONTROL DEVICES.

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DETAILS

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PLANS AND SPECIFICATIONS

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PLANS AND SPECIFICATIONS

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SIGN

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MONUMENT

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TRUCK ACCESS

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FOR MOWER AND

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10' FLUSH CURB

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ACCESS

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FOR MOWER

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6' FLUSH CURB

Sheets and Views

Model

PLOT

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