Combined_drawings_for_CSC-19718.pdf

PDF 10 MB Posted Aug 19, 2019

Attached to: CSC-19718 Security Enhancements
Solicitation number: SP4702-19-R-0018
Issued by: Defense Logistics Agency Land and Maritime

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From the source

Revised Drawings for SP4702-19-R-0018, Project CSC-19718

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RESPONSE

APPROACH

X X

Bldg 48

VENT

PUBLIC SAFETY FACILITY

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-19718

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SECURITY ENHANCEMENTS, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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31 MAY 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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COVER SHEET

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1. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO FIELD VERIFY THE EXACT EXTENT OF WORK, WORKING CONDITIONS AND CONSTRAINTS, PRIOR TO BIDDING. 2. DIMENSIONS SHOWN ON THE DRAWING SHALL BE VERIFIED IN THE FIELD. THE CONTRACTING OFFICER MUST BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO BIDDING AND PROCEEDING WITH THE WORK. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CONTRACTING OFFICER, THE SCHEDULE OF WORK. 4. ANY DAMAGE DONE TO GOVERNMENT PROPERTY DURING WORK/CONSTRUCTION SHALL BE REPAIRED IN KIND AND APPROVED/ACCEPTED BY THE GOVERNMENT. 5. ALL ADDITIONAL WORK PERFORMED BEYOND THE REQUIRED BASE CONTRACT, PRIOR TO THE APPROVAL OF THE CONTRACTING OFFICER, WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STRUCTURES AND OTHER PROTECTIVE DEVICES NECESSARY FOR THE EXECUTION OF THE WORK. 7. CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY CODES. 8. ALL DEMOLITION AND DEBRIS SHALL BE HAULED AWAY FROM THE SITE DAILY. 9. CONTRACTOR SHALL HANDLE ANY WASTE LAMPS (LIGHTBULBS) ACCORDING TO STATE AND FEDERAL ENVIRONMENTAL REGULATIONS. ANY WASTE LAMPS (INCLUDING BROKEN LAMPS) SHALL BE TURNED INTO THE ENVIRONMENTAL DIVISION POC SAM ZENTHOVICH. 10. THE CONTRACTOR SHALL USE APPROPRIATE CONTROLS TO PREVENT MATERIAL FROM ENTERING THE STORM DRAIN SUCH AS SILT FENCE AND DRAIN COVERS. THE TECHNIQUES TO BE UTILIZED WILL BE DISCUSSED AT THE PRE-CONSTRUCTION MEETING AND INSPECTED BY ENVIRONMENTAL PERSONNEL PRIOR TO THE START OF WORK.

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DUBLIN GRANVILLE

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WORTHINGTON

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RD.

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RIVERLEA

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WESTERVILLE

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GRANVILLE

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RD.

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MILLERSBURG

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HAMILTON RD.

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NEW

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ALBANY

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CLEVELAND AVE.

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MORSE RD.

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COLUMBUS-WOOSTER

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PIKE

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UPPER ARLINGTON

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CANAL

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WINCHESTER

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GROVEPORT

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RICKENBACKER AFB

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REYNOLDSBURG

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PORT COLUMBUS

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INTERNATIONAL

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17TH

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GROVE CITY

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STRING

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TOWN

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RD.

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LANE AVE.

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GRANDVIEW

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HEIGHTS

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OBETZ

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S. HIGH ST.

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W. BROAD ST.

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E. BROAD ST.

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MAIN ST.

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BEXLEY

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WHITEHALL

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JAMES

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RD.

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N. HIGH ST.

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BRICE

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COLUMBUS

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COLUMBUS

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AND VICINITY

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SCALE IN MILES

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DCSC

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VICINITY MAP

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NORTH

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SEE KEY PLAN ON SHT. 2 OF 9

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NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE

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SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL

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MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION

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INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR

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1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE

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INCURRED, DURING THE CONTRACT PERIOD.

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AS MINIMUM REQUIREMENTS.

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2. SPECIFICATIONS IN THIS SET OF DRAWINGS HAVE BEEN PROVIDED IN ADDITION

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TO THE JOB ORDER CONTRACT SPECIFICATIONS. JOB ORDER SPECIFICATION

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REQUIREMENTS AND MATERIALS FOR THIS CONTRACT SHALL BE CONSIDERED

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%%UGENERAL NOTES;

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%%ULEGEND

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%%USECTION SYMBOL

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INDICATES SECTION NUMBER

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WHERE SECTION

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INDICATES DIRECTION

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OF CUTTING PLANE

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SHEET NUMBER

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IS TAKEN

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WHERE SECTION

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SHEET NUMBER

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IS DRAWN

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INDEX OF DRAWINGS

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TITLE

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CENTER - COLUMBUS

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PROJECT NO. CSC-19718

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SECURITY ENHANCEMENTS, FY19

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DEFENSE SUPPLY

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SHEET NO.

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COVER SHEET

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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PERSHING AVE.

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EX. STOP

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SIGN

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EX. SIGN

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25MPH

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8TH BLVD.

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PERSHING AVENUE

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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PERSHING AVENUE

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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RETENTION

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POND

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POND

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RETENTION

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POND

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RETENTION

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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COURTS

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TENNIS

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TRUCK

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DOCK

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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GATE - CLOSED

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YEARLING ROAD

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E. BROAD STREET

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MAIN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #8

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TEE #17

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TEE #8

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TEE #17

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TEE #6

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TEE #3,

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TEE #2

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TEE #7

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TEE #9

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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DETENTION AREA 2

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ACCESS ROAD

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1ST BLVD.

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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AMBULATORY CARE

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CENTER

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EXISTING V.A. ROAD

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EXISTING V.A. ROAD

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PARKING LOT

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EXIST. V.A.

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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EXISTING ASPHALT AREA

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING

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GREEN AREA

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EXISTING

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"H" STREET

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EXISTING

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EXISTING "G" STREET

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EXISTING "H" STREET

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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FOYLE AVENUE

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PERSHING AVENUE

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POOL

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"J" STREET

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RETENTION

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POND

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13TH BLVD.

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1. THE FIRE DEPARTMENT SHALL BE NOTIFIED IN ADVANCE WHEN BLOCKING CORRIDOR IN BLDG. 20 BASEMENT, 1ST FLOOR TO 7TH FLOOR DURING CONSTRUCTION WORK. CONTACT TELEPHONE # FOR THE FIRE DEPARTMENT IS 614-692-2921 OR 614-692-2016. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF UFC 3-600-01, (CURRENT EDITION), AND NFPA 241, (CURRENT ADDITION), CHAPTER 7 SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS. 3, WHILE UNDER CONSTRUCTION, PEDESTRIAN TRAFFIC CONTROL IN CORRIDOR PROCEDURES SHALL BE ESTABLISHED BY CONTRACTOR SO THAT PEDESTRIAN EITHER NOT CROSS OR PROCEED WITH CAUTION. PEDESTRIAN TRAFFIC SHALL NOT BE PERMITTED TO BLOCK OR OTHERWISE INTERFERE WITH RESPONSE OF EMERGENCY AND FIRE EQUIPMENT. PEDESTRIAN TRAFFIC INCIDENT MANAGEMENT SHALL BE IN CONFORMANCE WITH MANUAL LATEST EDITION. 4. ACCESS TO ALL FIRE HYDRANTS SHALL BE READILY ACCESSIBLE AND SHALL BE FREE OF ANY OBSTRUCTIONS SUCH AS DEBRIS, EQUIPMENT, PEDESTRIAN OR ANY OTHER TYPE OF OBSTRUCTION THAT WOULD HINDER FIREFIGHTING OPERATIONS. 5. WELDING, CUTTING AND OTHER HOT WORK ACTIVATES NEED TO FOLLOW THE STANDARDS OF NFPA 51B. HOT WORK PERMITS NEED TO BE APPROVED BEFORE ANY OF THE ABOVE WORK IS TO BE STARTED. 6. CONTRACTOR SHALL PROVIDE A DEVICE/SYSTEM, APPROVED BY DSCC ENVIRONMENTAL DIVISION BEFORE WORK BEGINS, FOR THE HANDLING OF EXCESS CONCRETE AND RESIDUE (INCLUDING FLUIDS) FROM CLEANING OF CONCRETE HANDLING AND FINISHING EQUIPMENT. ALL CONCRETE EQUIPMENT CLEANING RESIDUE (INCLUDING FLUIDS) SHALL BE 100% CONTAINED IN SUCH DEVICE/SYSTEM DESIGNED FOR THIS PURPOSE. AT NO TIME WILL THE CONTRACTOR, OR ANY SUBCONTRACTORS, ALLOW CONCRETE EQUIPMENT CLEANING RESIDUE (INCLUDING FLUIDS) TO ENTER THE SANITARY SEWER, STORM DRAIN SYSTEM, NOR TO BE RELEASED UPON THE GROUND. 7. ALL NEW MATERIALS SHOULD COMPLY WITH FEDERAL GREEN PROCUREMENT GUIDELINES. https://sftool.gov/greenprocurement/green-products/3/building-finishes/0

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%%UCONSTRUCTION NOTES:

AutoCAD SHX Text INSTALLATION OF REMOVABLE BOLLARDS AND TRAFFIC CONTROL ARM GATES AT JAMES ROAD ACP POV LANES

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AutoCAD SHX Text INSTALLATION OF CENTER-WIDE KNOXBOX 3200 AND MASTER KEY RETENTION KNOX KEYSECURE 5

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INSTALLATION OF CAMERAS TO COVER NEW SUBSTATION AT THE YEARLING ROAD ACP

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INSTALLATION OF PROTECTIVE WALLS FOR ACP FD CONTROL BOX AT THE YEARLING ROAD ACP

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INSTALLATION OF TWO INTERIOR CAMERAS FOR BLDG. 17

AutoCAD SHX Text INSTALLATION OF DIGITAL BASE SIGN ON THE CANOPY FOR YEARLING ROAD ACP THAT READS "DEFENSE SUPPLY CENTER COLUMBUS"

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INSTALLATION OF TREES TO PROVIDE VISION BARRIERS FOR BLDG. 23

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DSCC SITE KEY PLAN

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INSTALLATION OF TREES TO PROVIDE VISION BARRIERS FOR BLDG. 22

AutoCAD SHX Text INSTALLATION OF DIGITAL BASE SIGN ON THE CANOPY FOR JAMES ROAD ACP THAT READS "DEFENSE SUPPLY CENTER COLUMBUS"

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GENERAL REVISION SHTS. 3, 4, 6, 8, 10, & 11 OF 11.

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X X

Bldg 48

VENT

P U

LIC

S A

F E

T Y

F A

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NORTH

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MAP SCALE: 1"= 300'

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%%UDSCC KEY PLAN

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WALLS FOR ACP FD

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CONTROL BOXES AT THE

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ACP

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NORTHWEST YEARLING ROAD

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ON SHEET 6 OF 11

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INSTALLATION OF PROTECTIVE

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INSTALLATION OF REMOVEABLE

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BOLLARDS AND TRAFFIC

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JAMES ROAD ACP POV LANES

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CONTROL ARM GATES AT THE

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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USPFO PROJECT

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LOCATION

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(BY OTHERS)

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CSMS PROJECT

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LOCATION

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(BY OTHERS)

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AFRC PROJECT

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LOCATION

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(BY OTHERS)

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EX. STOP

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SIGN

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EX. SIGN

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8TH BLVD. &

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PERSHING AVE.

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EX. SIGN

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7TH BLVD. &

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PERSHING AVE.

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EX. STOP

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SIGN

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EX. SIGN

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25MPH

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8TH BLVD.

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PERSHING AVENUE

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E. BROAD ST.

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FOYLE AVENUE

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11TH BLVD.

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"H" STREET

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JAMES ROAD

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"B" STREET

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MARYLAND AVENUE

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"A" STREET

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1ST BLVD.

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PATTON LANE

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"D" STREET

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"E" STREET

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"G" STREET

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5TH BLVD.

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FOYLE AVENUE

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"A" STREET

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"C" STREET

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"B" STREET

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4TH BLVD.

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JACKSON

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10TH BLVD.

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ROOSEVELT LANE

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9TH BLVD.

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11TH BLVD.

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"I" STREET

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JAMES ROAD

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GOLF

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CONRAIL & CSX TRANSPORTATION INC.

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7TH BLVD.

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PERSHING AVENUE

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8TH BLVD.

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10TH BLVD.

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PERSHING AVENUE

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16TH BLVD.

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14TH BLVD.

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17TH BLVD.

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MASON

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"A" STREET

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15TH BLVD.

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"C" STREET

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ROOSEVELT LANE

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YEARLING ROAD

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18TH BLVD.

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14TH BLVD.

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MASON RUN

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17TH BLVD.

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YEARLING ROAD

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RETENTION

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POND

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RETENTION

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POND

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POND

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RETENTION

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POND

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RETENTION

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CIRCLE

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GOLF

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1ST BLVD.

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"A" STREET

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"A" STREET

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18TH BLVD.

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BLVD.

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18TH BLVD.

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RV STORAGE AREA

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DRMO STORAGE AREA

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RUN

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RUN

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MASON

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MASON RUN

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"E" STREET

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GOLF COURSE

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16TH BLVD.

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15TH BLVD.

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BLVD.

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7TH BLVD.

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8TH BLVD.

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10TH BLVD.

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11TH BLVD.

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JACKSON BLVD.

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13TH BLVD.

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14TH BLVD.

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17TH BLVD.

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17TH BLVD.

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TRUCK

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DOCK

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POTH ROAD

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FOYLE AVENUE

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OPEN PARKING

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OPEN PARKING

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OPEN PARKING

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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YEARLING ROAD

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STELZER ROAD

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"C" STREET

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DSCC WAY

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DSCC WAY

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SERVICE ROAD

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16TH

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BLVD.

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16TH

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PLANTER

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PLANTER

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PLANTER

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PLANTER

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GATE - CLOSED

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YEARLING ROAD

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E. BROAD STREET

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PEDESTRIAN GATE

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JAMES ROAD

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TRUCK GATE

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ROOSEVELT

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LANE GATE

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TEE #7,#16

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PRO SHOP

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TEE #1

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TEE #8

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TEE #17

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TEE #8

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TEE #17

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TEE #6

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TEE #3,

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TEE #2

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TEE #7

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TEE #9

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POND

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TURKEY RUN

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TEE #3

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HOLE #5 EXISTING

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TEE #1

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4TH BLVD.

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WASHINGTON LANE

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DRIVING

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RANGE

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RV STORAGE AREA

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AutoCAD SHX Text T87

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EX GRAVEL

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EX ASPHALT

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EX ASPHALT

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EX EDGE OF ASPHALT

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EX WALK

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EX WALK 6' WIDE

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GREEN

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PRACTICE

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CSMS

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RTI BUILDING

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DETENTION AREA 1

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DETENTION AREA 2

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ACCESS ROAD

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1ST BLVD.

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EXISTING ASPHALT AREA

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EXISTING "G" STREET

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1ST BLVD.

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EXISTING "H" STREET

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DOCK

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GREEN AREA

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AMBULATORY CARE

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CENTER

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EXISTING V.A. ROAD

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EXISTING V.A. ROAD

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PARKING LOT

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EXIST. V.A.

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PARKING LOT

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EXIST. V.A.

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"H" STREET

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12" WATER

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12" WATER

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AT/FP

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STANDOFF

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DISTANCE

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EXISTING ASPHALT AREA

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GREEN AREA

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NEW GREEN AREA

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NEW ROADWAY

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EXISTING ASPHALT AREA

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EXISTING

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GREEN AREA

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EXISTING

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"H" STREET

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EXISTING

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EXISTING "G" STREET

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EXISTING "H" STREET

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NEW GREEN AREA

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EX. SIGN

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PT RUNNING

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COURSE

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FOYLE AVENUE

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PERSHING AVENUE

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POOL

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"J" STREET

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EXISTING "H" STREET

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RETENTION

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POND

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13TH BLVD.

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BLDG. 52

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BLDG. 52 WORK LOCATION

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TURKEY RUN

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TURKEY RUN

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CAMERAS TO COVER NEW

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SUBSTATION AT THE

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ON SHEET 5 OF 11

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YEARLING ROAD ACP

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INSTALLATION OF

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ON SHEET 3 OF 11

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TWO INTERIOR CAMERAS

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FOR BLDG. 17

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ON SHEET 7 OF 11

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INSTALLATION OF

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CAMERAS TO COVER NEW

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SUBSTATION AT THE

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INSTALLATION OF

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YEARLING ROAD ACP

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ON SHEET 6 OF 11

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SIGNS ON THE CANOPIES

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FOR BOTH ACPS THAT READS

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COLUMBUS"

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INSTALLATION OF DIGITAL

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"DEFENSE SUPPLY CENTER

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ON SHEET 8 OF 11

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TREES TO PROVIDE VISION

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BARRIERS FOR

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INSTALLATION OF

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BLDG. 23

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ON SHEET 10 OF 11

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SIGNS ON THE CANOPIES

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FOR BOTH ACPS THAT READS

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COLUMBUS"

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INSTALLATION OF DIGITAL

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"DEFENSE SUPPLY CENTER

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ON SHEET 8 OF 11

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TREES TO PROVIDE VISION

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BARRIERS FOR

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INSTALLATION OF

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BLDG. 22

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ON SHEET 11 OF 11

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-19718

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SECURITY ENHANCEMENTS, FY19

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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31 MAY 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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DSCC KEY PLAN

GENERAL NOTES

LEGEND CODED NOTES:

DEMOLITION NOTES

NEW WORK NOTES

CONTROL ARM GATES CONSTRUCTION NOTES FOR CODED NOTES #2,#3 & #5:

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ASPH

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MATCH WITH EXIST. PAVEMENT GRADE

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ROUND POST

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BOLLARD

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(TYP.)

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ANCHORAGE

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SYSTEM

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4,500 PSI

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CONCRETE

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EMBEDMENT

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APPLY 4,500 PSI

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CONCRETE

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ROUND POST

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BOLLARD

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(TYP.)

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(DO NOT INSTALL)

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STAINLESS STEEL

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INSTALL 1'-2" DEEP X 12" WIDE

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ODOT 57 GRAVEL FILL INC.

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LIMITS OF EXCAVATION

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PATH OF TRAVEL WITH THE

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TOP OF BOLLARD EXCLUDING

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TOP OF THE LEVEL NEAR THE

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STAINLESS STEEL

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GROUND

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(TYP.)

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SLEEVE

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WALL

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FURNISH

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INSTALL

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12" DEEP

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APPLY WARNING LABELS

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FRONT AND BACK IN THE

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THE TOP CAP

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APPLY 4,500 PSI

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CONCRETE 12" WIDE

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12" DEEP

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INBOUND TRAFFIC LANE

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OUTBOUND TRAFFIC LANE

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SECTION

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6" %%C PVC PERFORATED PIPE

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UNDERDRAIN WRAPPED WITH

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GEOTEXTILE FABRIC

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FLANGE

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3 1/2" OUTSIDE DIA.

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POWDER COATED

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4 1/4" INSIDE DIA. X 12"

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PLAN

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EXIST.

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ASPHALT

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PAVEMENT

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(OUTBOUND

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TRAFFIC)

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NEW

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ASPHALT

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PAVEMENT

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(INBOUND

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TRAFFIC)

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YELLOW CARBON

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STEEL BOLLARD

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COMPACTION

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INSTALL SEALANT

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MATERIAL ALL AROUND

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PARKING GATE BARRIER (TYP.)

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DROP ARM EXIT GATE

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ROAD GRADE

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EXISTING CONCRETE ISLAND GRADE

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CABLE ACCESS

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EXCAVATE AS REQUIRED

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#5 REBAR

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TYPICAL ALL

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LOCATIONS

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EXISTING GRADE

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EMBED 1"X16" 4140 THREADED

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ROD WITH 3"X3"X3/8" SQUARE

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WASHER AND NUT WITH 12"

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PENETRATION

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GRADE

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ROADWAY

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EXISTING

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EMBED 1"X16" 4140 THREADED

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ROD WITH 3"X3"X3/8" SQUARE

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WASHER AND NUT WITH 12"

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PENETRATION

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(TYP. 4 LOCATIONS)

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4,500 PSI CONCRETE

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CABLE ACCESS

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ELEVATION

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DETAIL - CG1000

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ELEVATION

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PLAN

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INSTALL SEALANT

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MATERIAL

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TRAPHIC CONTROL ARM GATE

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FOUNDATION

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DETAIL - CG1000 TRAPHIC CONTROL ARM GATE

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RECOMMENDATIONS

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FOR BEDDING LIMITS

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MANUFACTURERS

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PIPE

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BOTTOM OF

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PIPE

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FOR ALL PIPES

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DEPT VARIES

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AS NOTED IN WORK SUMMARY

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PIPE SIZE AND MATERIAL

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SELECT BACKFILL MATERIAL

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(HAND COMPACTED)

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MATERIAL

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SATISFACTORY

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BACKFILL

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APPLY NEW ASPHALT

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OUTSIDE

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PIPE DIAMETER

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TOP OF

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TRENCH WIDTH

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MAINTAIN

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PIPE BARREL

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TO TOP OF

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SAW CUT

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(TYP.)

AutoCAD SHX Text %%uTYPICAL SEWER PIPE TRENCH DETAILS

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NO SCALE

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EXISTING ASPHALT

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ALL PAVERS, CONCRETE PAVEMENTS AND AGGREGATED BASE MATERIALS

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SHALL BE REPLACED TO MATCH EXISTING CONSTRUCTION.

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-19718

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SECURITY ENHANCEMENTS, FY19

AutoCAD SHX Text 6-293

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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31 MAY 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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SCALE: 1/16"=1'-0"

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INSTALLATION OF REMOVABLE BOLLARDS

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AND TRAFFIC CONTROL ARM GATES

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PLAN AND DETAILS

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%%UKEY PLAN - EXISTING CONDITION OF JAMES ROAD GATE AREAS

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SAWCUT AND EXCAVATE TRENCH 1' WIDE X 1'-4" DEEP TO INSTALL

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SAWCUT AND EXCAVATE CONCRETE ISLAND 2' SQ. X 3'-6" DEEP TO INSTALL NEW

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REMOVEABLE BOLLARDS CONCRETE FOOTING. SEE DETAIL A/3 ON THIS SHEET.

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CONTRACTOR SHALL PROVIDE A WORK SCHEDULE PRIOR TO STARTING WORK AND

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THE WORK SCHEDULE SHALL BE APPROVED BY DCSO-C AND DM-FCI BEFORE

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START OF WORK.

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NOT TO SCALE

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%%UREMOVABLE BOLLARDS CONCRETE FOOTING

AutoCAD SHX Text SPECIFICATIONS CG1000 Parking/Access Control Gate Cabinet: 14” x 15” x 40” 12 gauge steel with a 13” x 14” x x 15” x 40” 12 gauge steel with a 13” x 14” x x 40” 12 gauge steel with a 13” x 14” x 12 gauge steel with a 13” x 14” x x 14” x x 6.25” polished stainless steel base Door: Flush polished stainless steel base Door: Flush mounted with chrome lock assembly and a single internal gasket Paint: Textured powder coat with silicone base. Yellow or white are the standard colors. Additional color options are available. Motor: 1/3 HP, single phase, instant reversing, 115/220V AC, 50/60 Hz Limit Switch: Controls gate travel so no brake device is required Heater: 500 W thermostat controlled strip device Drive: Heavy duty, high cycle speed reducer with 50:1 output to the main shaft raises or lowers gate arm in two seconds. Shear/Spring Pin: Connection from main gate shaft to gate arm bracket shears off to prevent damage to internal mechanism in case of sudden gate stoppage.

AutoCAD SHX Text Cincinnati Gate Systems, Inc. 24 Landy Lane, Suite 5A Cincinnati, OH 45215 513.769.5200 Telephone 513.563.0758 Facsimile Info@cincinnatigate.com Email cincinnatigate.com Website

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%%UCINCINNATI GATE

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%%UMODEL #CG1000

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%%UOR APPROVED EQUAL

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CONTROL ARM GATE FOUNDATION AT (2) GUARD HOUSE LOCATIONS.

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SEE DETAIL C/3 ON THIS SHEET.

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INSTALL CONTROL ARM GATE FOUNDATION AT (2) GUARD HOUSE LOCATIONS.

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SEE DETAIL C/3 ON THIS SHEET.

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INSTALL BOLLARDS CONCRETE FOOTING. SEE DETAIL A/3 ON THIS SHEET.

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AT THE JAMES ROAD ACP

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%%UTO MATCH WITH EXISTING

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SAWCUT AND EXCAVATE TRENCH 1' WIDE X 3'-0" DEEP TO INSTALL

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ELECTRICAL WIRING.

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GENERAL REVISION.

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SAWCUT AND EXCAVATE TRENCH 1' WIDE X 3'-0" DEEP TO INSTALL

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6"%%C PVC PERFORATED PIPE TO CONNECT TO EXISTING STORM CATCH BASIN.

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INSTALL 6"%%C PVC PERFORATED PIPE AND BACKFILL AND 98%%% COMPACT. APPLY ODOT 304

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GRAVEL AND ASPHALT TO MATCH EXISTING. SEE DETAIL D/3 ON THIS SHEET.

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SEE DETAIL D/3 ON THIS SHEET.

® 5 TO MATCH

AutoCAD SHX Text KNOX COMPANY 1601 W. DEER VALLEY RD PHOENIX, AZ 85027 T. 800.552.5669 F. 623.687.2290 KNOXBOX.COM INFO@KNOXBOX.COM

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DLA ENTERPRISE SUPPORT

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DRAWN BY:

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DEFENSE LOGISTICS AGENCY

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DEFENSE SUPPLY CENTER COLUMBUS

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COLUMBUS, OHIO 43218-3990

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FACILITIES ENGINEERING OFFICE

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BUILDING 308

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INSTALLATION MANAGEMENT DIVISION

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PROJECT

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CSC-19718

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SECURITY ENHANCEMENTS, FY19

AutoCAD SHX Text 6-293

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GARY JOHNSON

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M. RUSTAM ALI

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DM-FCO (SAFETY)

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FACILITIES ENGINEER

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DM-FCS (SECURITY)

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DM-FCE (ENVIRONMENTAL)

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DESIGN BY:

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CHIEF, DM-FCIE

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31 MAY 19

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DM-FCI

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DM-FCIE

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DM-FCIE

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INSTALLATION OF CENTER-WIDE KNOXBOX 3200

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DETAILS AND CHARTS

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%%USCOPE OF WORK

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1. INSTALL KNOX-BOX 3-FT MOUNTING HEIGHT ABOVE GROUND INSTALL KNOX-BOX 3-FT MOUNTING HEIGHT ABOVE GROUND FOR LOCATION AS SHOWN IN THE LOCATION CHARTS ON THIS SHEET.

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%%UINSTALLATION OF KNOX-BOX LOCATION CHART

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KNOXBOX® 3200 TO MATCH3200 TO MATCH

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1. CONTRACTOR SHALL PROVIDE (10) EXTRA KNOX-BOXES CONTRACTOR SHALL PROVIDE (10) EXTRA KNOX-BOXES FOR FUTURE USE. 2. KNOXBOX 3200 TO BE MOUNTED ON EXTERIOR WALL OF THE BUILDING FOR LOCATION AS SHOWN IN THE LOCATION CHARTS ON THIS SHEET KNOXBOX 3200 TO BE MOUNTED ON EXTERIOR WALL OF THE BUILDING FOR LOCATION AS SHOWN IN THE LOCATION CHARTS ON THIS SHEET PER APPROVED WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. MASTER KEY RETENTION KNOX KEYSECURE 5 TO BE MOUNTED ON THE FIRE DEPARTMENT APPARATUS OF THE BUILDING AS REQUIRED PER MASTER KEY RETENTION KNOX KEYSECURE 5 TO BE MOUNTED ON THE FIRE DEPARTMENT APPARATUS OF THE BUILDING AS REQUIRED PER APPROVED WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. QUANTITY SHALL BE (4). IT WILL BE INSTALLED INSIDE OF THE FIRE DEPARTMENT VEHICLES. SOFTWARE INSTALLED ON FIRE DEPARTMENT QUANTITY SHALL BE (4).

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