5-429_-_CSC-19723_-_SHT_3_OF_20_-__-_M_&_R_TO_PAVEMENT_FY19_SHT_3.pdf

DLA ENTERPRISE SUPPORT

L

O

G

I S

T

I

C

S

D E F E N S E A

G E N C Y

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

13TH BLVD.

AutoCAD SHX Text

UG

AutoCAD SHX Text 1-300-3

AutoCAD SHX Text 1 150 3

AutoCAD SHX Text 1 300 3

AutoCAD SHX Text

3 #4/0 IN CONDUIT

AutoCAD SHX Text 1 500 3

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

NO

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text

UG

AutoCAD SHX Text

CTE

AutoCAD SHX Text

SW35

AutoCAD SHX Text

PDMTD

AutoCAD SHX Text

NO

AutoCAD SHX Text E

AutoCAD SHX Text

UG

AutoCAD SHX Text 1-750-3

AutoCAD SHX Text 1-750-3

AutoCAD SHX Text

CTE

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text 3#6

AutoCAD SHX Text 1 500 3

AutoCAD SHX Text 1 500 3

AutoCAD SHX Text

ON BUILDING

AutoCAD SHX Text E

AutoCAD SHX Text

UG

AutoCAD SHX Text

UG 3# 4/0

AutoCAD SHX Text E

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CKT 102

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text 1-750-3

AutoCAD SHX Text 1-1500-3

AutoCAD SHX Text

CTE

AutoCAD SHX Text 3#6

AutoCAD SHX Text

CKT 102

AutoCAD SHX Text E

AutoCAD SHX Text 1-300-3

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text

SW32

AutoCAD SHX Text 1 112.5 3

AutoCAD SHX Text

NC

AutoCAD SHX Text E

AutoCAD SHX Text

CTE

AutoCAD SHX Text E

AutoCAD SHX Text

NC

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

NC

AutoCAD SHX Text E

AutoCAD SHX Text

CKT 102

AutoCAD SHX Text 1 75 3

AutoCAD SHX Text

HH

AutoCAD SHX Text

2 EACH 1 112.5 3

AutoCAD SHX Text

UG

AutoCAD SHX Text E

AutoCAD SHX Text

TO POLE 32' E/ SW CORNER 11/13

AutoCAD SHX Text CTEs

AutoCAD SHX Text

SW28 MTD TO NW CORNER 11

AutoCAD SHX Text 1-300-3

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text 1-500-3

AutoCAD SHX Text 1-300-3

AutoCAD SHX Text 1 500 3

AutoCAD SHX Text 1 300 3

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CTE

AutoCAD SHX Text

CTE

AutoCAD SHX Text

SW3 MTD ON NW CORNER BLDG 9

AutoCAD SHX Text

SW36 PAD MTD

AutoCAD SHX Text

SW15 ON SW CORNER OF 11

AutoCAD SHX Text 1-300-3

AutoCAD SHX Text

CTE

AutoCAD SHX Text

NC

AutoCAD SHX Text

MH 11

AutoCAD SHX Text

NC

AutoCAD SHX Text

CKTS: 104 TOP 103 BOT.

AutoCAD SHX Text E

AutoCAD SHX Text

2#2AL

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 11 Plcs

AutoCAD SHX Text E

AutoCAD SHX Text

JACKSON BLVD.

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

MH147

AutoCAD SHX Text

11TH BLVD.

AutoCAD SHX Text

JACKSON BLVD.

AutoCAD SHX Text

13TH BLVD.

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

SN: 9632286

AutoCAD SHX Text

SN: 12400515

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text R

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text R

AutoCAD SHX Text

BUILDING 58

AutoCAD SHX Text

BUILDING 46A

AutoCAD SHX Text

4" PMP

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text 794.4

AutoCAD SHX Text 794.2

AutoCAD SHX Text 793.2

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.9

AutoCAD SHX Text 793.9

AutoCAD SHX Text 794.1

AutoCAD SHX Text 793.9

AutoCAD SHX Text 794.3

AutoCAD SHX Text 794.6

AutoCAD SHX Text 794.7

AutoCAD SHX Text 794.7

AutoCAD SHX Text 794.6

AutoCAD SHX Text 794.5

AutoCAD SHX Text 794.4

AutoCAD SHX Text 794.3

AutoCAD SHX Text 794.0

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.6

AutoCAD SHX Text 794.4

AutoCAD SHX Text 794.3

AutoCAD SHX Text 794.3

AutoCAD SHX Text 794.2

AutoCAD SHX Text 794.2

AutoCAD SHX Text 794.1

AutoCAD SHX Text 793.9

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.9

AutoCAD SHX Text 794.5

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.8

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.7

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.3

AutoCAD SHX Text 793.4

AutoCAD SHX Text 793.5

AutoCAD SHX Text 793.6

AutoCAD SHX Text 793.7

AutoCAD SHX Text 794.7

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

AREA U/C

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text M

AutoCAD SHX Text 8 1M

AutoCAD SHX Text E

AutoCAD SHX Text 16 Plcs

AutoCAD SHX Text

"C" STREET

AutoCAD SHX Text R

AutoCAD SHX Text M

AutoCAD SHX Text Approved by:

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Sheet

AutoCAD SHX Text reference

AutoCAD SHX Text number:

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Appr.

AutoCAD SHX Text Mark

AutoCAD SHX Text

DEFENSE LOGISTICS AGENCY

AutoCAD SHX Text

DEFENSE SUPPLY CENTER COLUMBUS

AutoCAD SHX Text

COLUMBUS, OHIO 43218-3990

AutoCAD SHX Text

FACILITIES ENGINEERING OFFICE

AutoCAD SHX Text

BUILDING 308

AutoCAD SHX Text

INSTALLATION MANAGEMENT DIVISION

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Reviewed by:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

CSC-19723

AutoCAD SHX Text

M & R TO PAVEMENT, FY19

AutoCAD SHX Text 5-429

AutoCAD SHX Text

AutoCAD SHX Text

GARY JOHNSON

AutoCAD SHX Text

M. RUSTAM ALI

AutoCAD SHX Text

DM-FCO (SAFETY)

AutoCAD SHX Text

FACILITIES ENGINEER, DM-FCI

AutoCAD SHX Text

DM-FCS (PUBLIC SAFETY)

AutoCAD SHX Text Approved by:

AutoCAD SHX Text

DM-FCE (ENVIRONMENTAL)

AutoCAD SHX Text Date:

AutoCAD SHX Text Plot Date:

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn by:

AutoCAD SHX Text Submitted by:

AutoCAD SHX Text

CHIEF, DM-FCIE

AutoCAD SHX Text

18 MAR 19

AutoCAD SHX Text Designed by:

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

DM-FCIE

AutoCAD SHX Text

AutoCAD SHX Text

BLDG. 22 EAST DRIVEWAY, BLDG. 20 SOUTH

AutoCAD SHX Text

PARKINGG LOT AND JACKSON BLVD. & VICINITY

AutoCAD SHX Text

PLANS

AutoCAD SHX Text

%%UNOTES FOR SLURRY SEAL APPLICATION

AutoCAD SHX Text

%%UNOTES FOR PAVEMENT MARKINGS:

AutoCAD SHX Text

1. TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL TYPE, SIZE AND LOCATIONS OF THE NEW PAVEMENT MARKINGS SHALL BE IDENTICAL TO THE EXISTING PAVEMENT MARKINGS, OTHERWISE NOTED. 2. CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK CONTRACTOR SHALL INCLUDE PAVEMENT MARKING PLAN IN THE WORK PLAN. 3. SEE SHEET 19 OF 20 FOR BLDG. 20 SOUTH PARKING LOT PAVEMENT SEE SHEET 19 OF 20 FOR BLDG. 20 SOUTH PARKING LOT PAVEMENT MARKINGS AND SHEET 20 OF 20 FOR MAVEMENT MARKING DETAILS.

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL PROVIDE A WORK PLAN INCLUDING MAINTENANCE CONTRACTOR SHALL PROVIDE A WORK PLAN INCLUDING MAINTENANCE OF TRAFFIC (MOT) PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING. THE WORK PLAN SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE CONSTRUCTION. 2. MEETINGS (PRE-CONSTRUCTION AND PROGRESS MEETING) SHALL BE MEETINGS (PRE-CONSTRUCTION AND PROGRESS MEETING) SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND FACILITY ENGINEER TO COORDINATE THE ROAD CLOSURES, WORK AREAS, ETC AND DETAIL CONSTRUCTION SCHEDULES AS SPECIFIED. CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND APPROVED BY THE CONTRACTING OFFICE PRIOR TO EACH MEETING. 3. THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSING OF ANY PORTION OF ROADWAY OR PARKING LOT. 4. WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND ROADWAYS, CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES (SIGNS, BARRICADES, ETC.) ADEQUATE TO SEGREGATE PEDESTRIANS AND POV'S FROM CONSTRUCTION, AND ALLOW SAFE PASSAGE AROUND CONSTRUCTION AREAS.

AutoCAD SHX Text

1. APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# APPLY EMULSIFIED ASPHALT SLURRY SEAL, TYPE II, 18# AGG./SY, (1) COAT FOR ALL PARKING LOTS SPECIFIED IN THIS DRAWING.. 2. ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS ESTIMATED WORK AREA IS FOR BID PURPOSE WHICH IS BELIEVED SLIGHTLY HIGHER THAN ACTUAL AREA MEASURE USING CAD TOOL. THE CONTRACTOR SHALL EVALUATE THE ACTUAL WORK AREA. IF CONTRACTOR'S MEASUREMENT IS HIGHER THAN THE ESTIMATED VALUE, THE CONTRACTOR SHALL BID THE WORK USING HIS NUMBER AND PROVIDE THE EVIDENCE IN THE BID.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PLAN - JACKSON BLVD. & VICINITY

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

ROOSEVELT LANE

AutoCAD SHX Text

PERSHING AVE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PLAN - BLDG. 22 EAST DRIVEWAY

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

14TH BLVD

AutoCAD SHX Text

BLDG. 22

AutoCAD SHX Text 1700'-0"±

AutoCAD SHX Text 125'-0"±

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

PLAN - BLDG. 20 SOUTH PARKING LOT

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

BLDG. 23

AutoCAD SHX Text

BLDG. 22 EAST PLAYGROUND

AutoCAD SHX Text

ESTIMATED WORK AREA = 10,777 S.Y.

AutoCAD SHX Text

17TH BLVD

AutoCAD SHX Text

16TH BLVD

AutoCAD SHX Text

A STREET

AutoCAD SHX Text CRACK REPAIR AND SLURRY SEAL TYPE 2 AREA FOR APPLICATION RATE, SEE DETAILS A/17 AND D/17 ON SHEET 17 OF 20

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

ESTIMATED WORK AREA = 632 S.Y.

AutoCAD SHX Text

ESTIMATED WORK AREA = 7,132 S.Y.

AutoCAD SHX Text

%%UNOTES FOR CRACK REPAIRS:

AutoCAD SHX Text

1. THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED

AutoCAD SHX Text

FOR EACH TYPE OF CRACK REPAIR ACTUALLY PERFORMED AND SHALL NOT

AutoCAD SHX Text

EXCEED THE TOTAL ESTIMATED QUANTITIES FOR CRACK REPAIRS WITHOUT

AutoCAD SHX Text

APPROVAL OF THE CONTRACTING OFFICER. IF ACTUAL REPAIR QUANTITY IS

AutoCAD SHX Text

LESS THEN THE ESTIMATED QUANTITY, A CREDIT SHALL BE RETURNED TO

AutoCAD SHX Text

THE GOVERNMENT.

AutoCAD SHX Text

2. THE CONTRACTOR SHALL PERFORM THE CRACK REPAIR AT THE LOCATION

AutoCAD SHX Text

INDICATED IN THE DRAWING FIRST. IF THE TOTAL ESTIMATED QUANTITIES

AutoCAD SHX Text

ARE NOT EXHAUSTED, THEN THE CONTRACTOR MAY PERFORM CRACK

AutoCAD SHX Text

REPAIRS AT OTHER LOCATIONS, DSCC WIDE, DESIGNATED BY THE

AutoCAD SHX Text

CONTRACTING OFFICER. ANY EXTRA CRACK REPAIRS DUE TO EXCESSIVE

AutoCAD SHX Text

MATERIAL SHALL BE APPROVED BY THE CONTRACTING OFFICER.

AutoCAD SHX Text

3. SEE DETAIL D/18 ON SHEET 18 OF 20 FOR CRACK REPAIR DETAILS.

AutoCAD SHX Text A

AutoCAD SHX Text

CHANGED (2) COATS TO (1) COAT

AutoCAD SHX Text A

AutoCAD SHX Text 6-19-19

AutoCAD SHX Text M.R.A