att_2_Drawings.pdf
PDF 5 MB Posted
- Attached to
- CSC-16720 Maintenance and Repair to Pavement
- Solicitation number
- SP4702-16-R-0022
About this file
DRAWINGS SOLICITATION ATTACHMENT 3
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SP470216R0022Amendment0001.PDF | ||
| att_3_Bidsheet.pdf | ||
| att_1_wage_rate_.pdf | ||
| att_5DSCC_Excavation_Permit.pdf | ||
| SP470216R0022.pdf | ||
| att_4_Eng_Form_4025-R.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DEFENSE SUPPLY
CENTER - COLUMBUS
PROJECT No. CSC-16720
M & R TO PAVEMENT
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
SP4702-16-R-0022
Attachment #2
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text %%uVICINITY MAP
AutoCAD SHX Text
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AND VICINITY
AutoCAD SHX Text
COLUMBUS
AutoCAD SHX Text
SCALE IN MILES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DUBLIN-GRANVILLE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W. BROAD ST.
AutoCAD SHX Text
S. HIGH ST.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HAMILTON RD.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MAIN ST.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RD.
AutoCAD SHX Text
MORSE RD.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
E. BROAD ST.
AutoCAD SHX Text
5TH AVE.
AutoCAD SHX Text
AutoCAD SHX Text
RD.
AutoCAD SHX Text
GRANVILLE
AutoCAD SHX Text
MILLERSBURG
AutoCAD SHX Text
AutoCAD SHX Text
HAMILTON RD.
AutoCAD SHX Text
AutoCAD SHX Text
PORT
AutoCAD SHX Text
COLUMBUS
AutoCAD SHX Text
STELZER RD.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
YEARLING RD.
AutoCAD SHX Text
17TH
AutoCAD SHX Text
RD.
AutoCAD SHX Text
AutoCAD SHX Text
JAMES
AutoCAD SHX Text
DSCC
AutoCAD SHX Text
LIVINGSTON AVE.
AutoCAD SHX Text
INTERNATIONAL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text
DFAS
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
DSCC WIDE
AutoCAD SHX Text
AutoCAD SHX Text
4 THROUGH 9
AutoCAD SHX Text
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 INSTALLATION DAILY.
AutoCAD SHX Text
NOT BE HELD ACCOUNTABLE FOR ANY LIABILITY OR MISHAP THAT MAY BE
AutoCAD SHX Text
SO AS NOT TO DAMAGE OR INTERRUPT THE SERVICES. THE GOVERNMENT WILL
AutoCAD SHX Text
MUST TAKE PRECAUTIOUS MEASURES PRIOR TO AND DURING WORK/CONSTRUCTION
AutoCAD SHX Text
INFORMATION AND MUST BE TREATED AS APPROXIMATE ONLY. THE CONTRACTOR
AutoCAD SHX Text
1. ALL EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE
AutoCAD SHX Text %%uSPECIAL NOTES;
AutoCAD SHX Text
INCURRED, DURING THE CONTRACT PERIOD.
AutoCAD SHX Text
%%UGENERAL NOTES;
AutoCAD SHX Text
E. BROAD ST.
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
11TH BLVD.
AutoCAD SHX Text
"H" STREET
AutoCAD SHX Text
JAMES ROAD
AutoCAD SHX Text
"B" STREET
AutoCAD SHX Text
MARYLAND AVENUE
AutoCAD SHX Text
"A" STREET
AutoCAD SHX Text
1ST BLVD.
AutoCAD SHX Text
PATTON LANE
AutoCAD SHX Text
"D" STREET
AutoCAD SHX Text
"E" STREET
AutoCAD SHX Text
"G" STREET
AutoCAD SHX Text
5TH BLVD.
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
"A" STREET
AutoCAD SHX Text
"C" STREET
AutoCAD SHX Text
"B" STREET
AutoCAD SHX Text
4TH BLVD.
AutoCAD SHX Text
JACKSON
AutoCAD SHX Text
10TH BLVD.
AutoCAD SHX Text
ROOSEVELT LANE
AutoCAD SHX Text
9TH BLVD.
AutoCAD SHX Text
11TH BLVD.
AutoCAD SHX Text
"I" STREET
AutoCAD SHX Text
JAMES ROAD
AutoCAD SHX Text
GOLF
AutoCAD SHX Text
CONRAIL & CSX TRANSPORTATION INC.
AutoCAD SHX Text
7TH BLVD.
AutoCAD SHX Text
PERSHING AVENUE
AutoCAD SHX Text
8TH BLVD.
AutoCAD SHX Text
10TH BLVD.
AutoCAD SHX Text
PERSHING AVENUE
AutoCAD SHX Text
16TH BLVD.
AutoCAD SHX Text
14TH BLVD.
AutoCAD SHX Text
17TH BLVD.
AutoCAD SHX Text
MASON
AutoCAD SHX Text
"A" STREET
AutoCAD SHX Text
15TH BLVD.
AutoCAD SHX Text
"C" STREET
AutoCAD SHX Text
ROOSEVELT LANE
AutoCAD SHX Text
YEARLING ROAD
AutoCAD SHX Text
18TH BLVD.
AutoCAD SHX Text
14TH BLVD.
AutoCAD SHX Text
MASON RUN
AutoCAD SHX Text
17TH BLVD.
AutoCAD SHX Text
YEARLING ROAD
AutoCAD SHX Text
RETENTION
AutoCAD SHX Text
POND
AutoCAD SHX Text
RETENTION
AutoCAD SHX Text
POND
AutoCAD SHX Text
POND
AutoCAD SHX Text
RETENTION
AutoCAD SHX Text
POND
AutoCAD SHX Text
RETENTION
AutoCAD SHX Text
CIRCLE
AutoCAD SHX Text
GOLF
AutoCAD SHX Text
1ST BLVD.
AutoCAD SHX Text
"A" STREET
AutoCAD SHX Text
"A" STREET
AutoCAD SHX Text
18TH BLVD.
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text
18TH BLVD.
AutoCAD SHX Text
RV STORAGE AREA
AutoCAD SHX Text
DRMO STORAGE AREA
AutoCAD SHX Text
RUN
AutoCAD SHX Text
RUN
AutoCAD SHX Text
MASON
AutoCAD SHX Text
MASON RUN
AutoCAD SHX Text
"E" STREET
AutoCAD SHX Text
GOLF COURSE
AutoCAD SHX Text
16TH BLVD.
AutoCAD SHX Text
15TH BLVD.
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text
7TH BLVD.
AutoCAD SHX Text
8TH BLVD.
AutoCAD SHX Text
10TH BLVD.
AutoCAD SHX Text
11TH BLVD.
AutoCAD SHX Text
JACKSON BLVD.
AutoCAD SHX Text
13TH BLVD.
AutoCAD SHX Text
14TH BLVD.
AutoCAD SHX Text
17TH BLVD.
AutoCAD SHX Text
17TH BLVD.
AutoCAD SHX Text
COURTS
AutoCAD SHX Text
TENNIS
AutoCAD SHX Text
AutoCAD SHX Text
TRUCK
AutoCAD SHX Text
LOADING
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
BED
AutoCAD SHX Text
FLOWER
AutoCAD SHX Text
POTH ROAD
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
OPEN PARKING
AutoCAD SHX Text
OPEN PARKING
AutoCAD SHX Text
OPEN PARKING
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
YEARLING ROAD
AutoCAD SHX Text
PERSHING AVENUE
AutoCAD SHX Text
13TH BLVD.
AutoCAD SHX Text
STELZER ROAD
AutoCAD SHX Text
"C" STREET
AutoCAD SHX Text
DSCC WAY
AutoCAD SHX Text
DSCC WAY
AutoCAD SHX Text
SERVICE ROAD
AutoCAD SHX Text
16TH
AutoCAD SHX Text
BLVD.
AutoCAD SHX Text
16TH
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
GATE - CLOSED
AutoCAD SHX Text
YEARLING ROAD
AutoCAD SHX Text
E. BROAD STREET
AutoCAD SHX Text
MAIN GATE
AutoCAD SHX Text
JAMES ROAD
AutoCAD SHX Text
TRUCK GATE
AutoCAD SHX Text
ROOSEVELT
AutoCAD SHX Text
LANE GATE
AutoCAD SHX Text
TEE #7,#16
AutoCAD SHX Text
PRO SHOP
AutoCAD SHX Text
TEE #1
AutoCAD SHX Text
TEE #8
AutoCAD SHX Text
TEE #17
AutoCAD SHX Text
TEE #8
AutoCAD SHX Text
TEE #17
AutoCAD SHX Text
TEE #6
AutoCAD SHX Text
TEE #3,
AutoCAD SHX Text
AutoCAD SHX Text #4
AutoCAD SHX Text #4
AutoCAD SHX Text
TEE #2
AutoCAD SHX Text #7
AutoCAD SHX Text
TEE #7
AutoCAD SHX Text
TEE #9
AutoCAD SHX Text
POND
AutoCAD SHX Text
TURKEY RUN
AutoCAD SHX Text
TEE #3
AutoCAD SHX Text
HOLE #5 EXISTING
AutoCAD SHX Text
TEE #1
AutoCAD SHX Text 2"
AutoCAD SHX Text
4TH BLVD.
AutoCAD SHX Text
WASHINGTON LANE
AutoCAD SHX Text
DRIVING
AutoCAD SHX Text
AutoCAD SHX Text
RANGE
AutoCAD SHX Text #4
AutoCAD SHX Text
RV STORAGE AREA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text T87
AutoCAD SHX Text 45A
AutoCAD SHX Text 0+00
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 5+00
AutoCAD SHX Text 6+00
AutoCAD SHX Text 7+00
AutoCAD SHX Text 8+00
AutoCAD SHX Text 9+00
AutoCAD SHX Text 10+00
AutoCAD SHX Text 11+00
AutoCAD SHX Text 12+00
AutoCAD SHX Text 13+00
AutoCAD SHX Text
EX GRAVEL
AutoCAD SHX Text 30"
AutoCAD SHX Text 24"
AutoCAD SHX Text 10"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 14"
AutoCAD SHX Text
EX ASPHALT
AutoCAD SHX Text
EX ASPHALT
AutoCAD SHX Text
EX EDGE OF ASPHALT
AutoCAD SHX Text
EX WALK
AutoCAD SHX Text
EX WALK 6' WIDE
AutoCAD SHX Text
GREEN
AutoCAD SHX Text
PRACTICE
AutoCAD SHX Text
CSMS
AutoCAD SHX Text
RTI BUILDING
AutoCAD SHX Text
DETENTION AREA 1
AutoCAD SHX Text
DETENTION AREA 2
AutoCAD SHX Text
ACCESS ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1ST BLVD.
AutoCAD SHX Text
EXISTING ASPHALT AREA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING "G" STREET
AutoCAD SHX Text
1ST BLVD.
AutoCAD SHX Text
EXISTING "H" STREET
AutoCAD SHX Text
DOCK
AutoCAD SHX Text
GREEN AREA
AutoCAD SHX Text
AMBULATORY CARE
AutoCAD SHX Text
CENTER
AutoCAD SHX Text V.A.
AutoCAD SHX Text
EXISTING V.A. ROAD
AutoCAD SHX Text
EXISTING V.A. ROAD
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
EXIST. V.A.
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
EXIST. V.A.
AutoCAD SHX Text
"H" STREET
AutoCAD SHX Text
12" WATER
AutoCAD SHX Text
12" WATER
AutoCAD SHX Text
AT/FP
AutoCAD SHX Text
STANDOFF
AutoCAD SHX Text
DISTANCE
AutoCAD SHX Text
EXISTING ASPHALT AREA
AutoCAD SHX Text
GREEN AREA
AutoCAD SHX Text
NEW GREEN AREA
AutoCAD SHX Text
NEW ROADWAY
AutoCAD SHX Text
EXISTING ASPHALT AREA
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
GREEN AREA
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
"H" STREET
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING "G" STREET
AutoCAD SHX Text
EXISTING "H" STREET
AutoCAD SHX Text
NEW GREEN AREA
AutoCAD SHX Text
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
PT RUNNING
AutoCAD SHX Text
COURSE
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
PERSHING AVENUE
AutoCAD SHX Text T-91
AutoCAD SHX Text T-94
AutoCAD SHX Text T-93
AutoCAD SHX Text T-92
AutoCAD SHX Text
POOL
AutoCAD SHX Text
"J" STREET
AutoCAD SHX Text
EXISTING "H" STREET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
8TH BLVD. &
AutoCAD SHX Text
PERSHING AVE.
AutoCAD SHX Text
USPFO PROJECT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
(BY OTHERS)
AutoCAD SHX Text
CSMS PROJECT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
(BY OTHERS)
AutoCAD SHX Text
AFRC PROJECT
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
(BY OTHERS)
AutoCAD SHX Text
EX. STOP
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
8TH BLVD. &
AutoCAD SHX Text
PERSHING AVE.
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
7TH BLVD. &
AutoCAD SHX Text
PERSHING AVE.
AutoCAD SHX Text
EX. STOP
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
EX. SIGN
AutoCAD SHX Text
25MPH
AutoCAD SHX Text
8TH BLVD.
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Submitted 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 OFFICE
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Approved by:
AutoCAD SHX Text
YONGWOONG LEE
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text
31 MAY 2016
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Customer
AutoCAD SHX Text
FACILITIES ENGINEER
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text
CHIEF, DS-FCIE
AutoCAD SHX Text 5-421
AutoCAD SHX Text
AutoCAD SHX Text
CSC-16720
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
M & R TO PAVEMENT
AutoCAD SHX Text
YONGWOONG LEE
AutoCAD SHX Text Date:
AutoCAD SHX Text PLANS - PAVEMENT REPAIR, CONCRETE REPAIR, STORM PIPE REPAIR, DRAINAGE REPAIR, NEW PAVEMENT, NEW SIDEWALK, AND PAVEMENT MARKING
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
GENERAL NOTES AND LEGEND
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
10 THROUGH 12
AutoCAD SHX Text
DETAILS AND STANDARDS
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
N
SP4702-16-R-0022
Attachment #2
AutoCAD SHX Text
GENERAL NOTES AND LEGEND
AutoCAD SHX Text
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Submitted 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 OFFICE
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Approved by:
AutoCAD SHX Text
YONGWOONG LEE
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text
YONGWOONG LEE
AutoCAD SHX Text
31 MAY 2016
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Customer
AutoCAD SHX Text
FACILITIES ENGINEER
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text Date:
AutoCAD SHX Text
CHIEF, DS-FCIE
AutoCAD SHX Text 5-421
AutoCAD SHX Text
AutoCAD SHX Text
CSC-16720
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
M & R TO PAVEMENT
AutoCAD SHX Text LEGEND SOIL BORING (NAME INDICATED) CATCH BASIN OR CURB INLET SIGN WATER VALVE TELECOM MANHOLE ELECTRICAL MANHOLE/EQUIPMENT SANITARY MANHOLE FIRE HYDRANT (NO. INDICATES ID) OVERHEAD UTILITY POLE OVERHEAD LIGHT POLE AND POWER POLE TREE DEMOLITION PAVEMENT WORK OR MILL/OVERLAY WORK AREA EX. PAVEMENT MARKING NEW PAVEMENT MARKING EX. EDGE OF PAVEMENT CURB CURB AND GUTTER FENCE DITCH AS CALLED OUT ON PLAN SURFACE WATER FLOW DIRECTION CONCRETE PIPE FLOW DIRECTION AND SIZE EXISTING SANITARY LINE EXISTING WATER LINE EXISTING UNDERGROUND STORM PIPE EXISTING UNDERGROUND COMMUNICATION LINE EXISTING UNDERGROUND ELECTRICAL CONDUIT NORTH ARROW
AutoCAD SHX Text GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND ASSOCIATED SPECIFICATIONS. CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS AND ASSOCIATED SPECIFICATIONS. 2. CONTRACTOR SHALL OBTAIN GENERAL PERMIT FROM OHIO EPA PRIOR TO COMMENCE ANY WORK. CONTRACTOR SHALL OBTAIN GENERAL PERMIT FROM OHIO EPA PRIOR TO COMMENCE ANY WORK. 3. CONTRACTOR SHALL NOTIFY KO, COR, AND DS-FCIU AND OBTAIN A 'WRITTEN UTILITY CLEARANCE' FROM CONTRACTOR SHALL NOTIFY KO, COR, AND DS-FCIU AND OBTAIN A 'WRITTEN UTILITY CLEARANCE' FROM DS-FCIU PRIOR TO ANY SITE WORK. 4. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE AS SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS OF WORK BEFORE COMMENCING CONSTRUCTION. 5. TOPSOIL SHALL BE STOCK PILED SEPARATE FROM EXCAVATED MATERIAL, ON SITE, AT A LOCATION TOPSOIL SHALL BE STOCK PILED SEPARATE FROM EXCAVATED MATERIAL, ON SITE, AT A LOCATION DETERMINED BY KO OR COR. 6. ALL ROADWAY COORDINATES, DIMENSIONS, ELEVATIONS ARE TO THE FACE OF CURB OR EDGE OF ALL ROADWAY COORDINATES, DIMENSIONS, ELEVATIONS ARE TO THE FACE OF CURB OR EDGE OF PAVEMENT AND APPROXIMATE BASED ON RECENT AERIAL PHOTO. ANY NEW CONSTRUCTIONS IN THIS PROJECT INCLUDING PAVEMENT WIDENING, NEW SIDEWALK, CURB AND GUTTER, AND NEW UTILITY STRUCTURES SHOWN IN THE DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS AND BID PURPOSE ONLY. ACTUAL NEW CONSTRUCTIONS SHALL BE SURVEYED AND DESIGNED BY THE CONTRACTOR'S DESIGN ENGINEER LICENSED IN STATE OF OHIO. 7. ALL DESIGN DRAWINGS BY THE CONTRACTOR'S DESIGN ENGINEER SHALL BE SEALED AND SIGNED BY A ALL DESIGN DRAWINGS BY THE CONTRACTOR'S DESIGN ENGINEER SHALL BE SEALED AND SIGNED BY A LICENSED ENGINEER. ALL DESIGN DRAWINGS SHALL BE SUBMITTED TO KO FOR APPROVAL. 8. EXISTING STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN SCREENED AND/OR EXISTING STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH GRADE, STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN HEAVY-LINED. 9. ALL CONSTRUCTION STAGING AREAS SHALL BE DESIGNATED BY KO OR COR. ALL CONSTRUCTION STAGING AREAS SHALL BE DESIGNATED BY KO OR COR. 10. FOR NEW CONSTRUCTION SITES AND AS APPLICABLE, PROVIDE TEMPORARY FENCING AS NECESSARY TO FOR NEW CONSTRUCTION SITES AND AS APPLICABLE, PROVIDE TEMPORARY FENCING AS NECESSARY TO DISCOURAGE SITE ACCESS AT ALL TIME. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING & MAINTAINING EROSION CONTROL DEVICES CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING & MAINTAINING EROSION CONTROL DEVICES DURING CONSTRUCTION. CONTRACTOR SHALL INCLUDE ALL EROSION CONTROL PLAN IN THE CONTRACTOR'S DESIGN DRAWING. CONTRACTOR SHALL TAKE ALL MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE. 12. CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT TO SHOW POSITIVE DRAIN AT ALL PAVEMENT AREAS. ALL FINAL QUALITY CONTROL TEST SHALL BE WITNESSED BY KO OR COR. ANY STANDING WATER OBSERVED SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
AutoCAD SHX Text ABC AGGREGATE BASE COURSE BC AGGREGATE BASE COURSE C AGGREGATE BASE COURSE AGGREGATE BASE COURSE AGGREGATE BASE COURSE BASE COURSE ASE COURSE COURSE COURSE URSE RSE AC ASPHALT CONCRETE ASPHALT CONCRETE CONCRETE CONCRETE AG AGGREGATE AGGREGATE AGGREGATE APVD APPROVED VD APPROVED D APPROVED APPROVED VED ED AT ANTI-TERRORISM ANTI-TERRORISM -TERRORISM TERRORISM BC BACK OF CURB C BACK OF CURB BACK OF CURB ACK OF CURB K OF CURB OF CURB F CURB CURB URB RB B BLDG BUILDING LDG BUILDING BUILDING ILDING CB CATCH BASIN B CATCH BASIN CATCH BASIN BASIN ASIN CC CENTER TO CENTER CENTER TO CENTER TO CENTER TO CENTER CENTER CENTER CI CURB INLET OR CAST IRON CURB INLET OR CAST IRON URB INLET OR CAST IRON RB INLET OR CAST IRON B INLET OR CAST IRON INLET OR CAST IRON OR CAST IRON OR CAST IRON CAST IRON CAST IRON IRON IRON CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE UGATED METAL PIPE GATED METAL PIPE METAL PIPE METAL PIPE PIPE PIPE CMS CONSTRUCTION AND MATERIAL CONSTRUCTION AND MATERIAL UCTION AND MATERIAL CTION AND MATERIAL AND MATERIAL AND MATERIAL MATERIAL MATERIAL SPECIFICATIONS FICATIONS ICATIONS CMU CONCRETE MASONRY UNITS U CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS MASONRY UNITS MASONRY UNITS Y UNITS NITS CO CLEAN OUT CLEAN OUT OUT OUT UT T COMM COMMUNICATION COMMUNICATION COMMUNICATION UNICATION NICATION CONC CONCRETE CONCRETE CP CONCRETE PIPE CONCRETE PIPE PIPE PIPE CU FT CUBIC FEET U FT CUBIC FEET T CUBIC FEET CUBIC FEET UBIC FEET IC FEET FEET EET DEMO DEMOLISH/DEMOLITION DEMOLISH/DEMOLITION /DEMOLITION DEMOLITION DET DETAIL DETAIL DI DUCTILE IRON DUCTILE IRON UCTILE IRON CTILE IRON IRON IRON DIA DIAMETER DIAMETER DIR DIRECTION DIRECTION DLA DEFENSE LOGISTICS AGENCY DEFENSE LOGISTICS AGENCY FENSE LOGISTICS AGENCY ENSE LOGISTICS AGENCY LOGISTICS AGENCY LOGISTICS AGENCY AGENCY AGENCY Y DS DLA INSTALLATION SUPPORT DLA INSTALLATION SUPPORT INSTALLATION SUPPORT INSTALLATION SUPPORT SUPPORT SUPPORT UPPORT PPORT DWG DRAWING DRAWING E EAST EAST EA EACH EACH EL ELEVATION ELEVATION VATION ATION ELEC ELECTRICAL ELECTRICAL EOP EDGE OF PAVEMENT EDGE OF PAVEMENT OF PAVEMENT OF PAVEMENT F PAVEMENT PAVEMENT VEMENT EMENT EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY VIRONMENTAL PROTECTION AGENCY IRONMENTAL PROTECTION AGENCY PROTECTION AGENCY PROTECTION AGENCY AGENCY AGENCY Y EX EXISTING X EXISTING EXISTING XISTING ISTING FCIE DS COLUMBUS - ENGINEERING OFFICE CIE DS COLUMBUS - ENGINEERING OFFICE DS COLUMBUS - ENGINEERING OFFICE COLUMBUS - ENGINEERING OFFICE COLUMBUS - ENGINEERING OFFICE UMBUS - ENGINEERING OFFICE MBUS - ENGINEERING OFFICE BUS - ENGINEERING OFFICE S - ENGINEERING OFFICE - ENGINEERING OFFICE ENGINEERING OFFICE OFFICE OFFICE FFICE ICE FCIU DS COLUMBUS - UTILITY OFFICE CIU DS COLUMBUS - UTILITY OFFICE U DS COLUMBUS - UTILITY OFFICE DS COLUMBUS - UTILITY OFFICE COLUMBUS - UTILITY OFFICE COLUMBUS - UTILITY OFFICE UMBUS - UTILITY OFFICE MBUS - UTILITY OFFICE BUS - UTILITY OFFICE S - UTILITY OFFICE - UTILITY OFFICE TILITY OFFICE Y OFFICE OFFICE FFICE ICE FE FACILITY ENGINEER E FACILITY ENGINEER FACILITY ENGINEER ACILITY ENGINEER Y ENGINEER ENGINEER FFE FINISHED FLOOR ELEVATION E FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION INISHED FLOOR ELEVATION FLOOR ELEVATION LOOR ELEVATION ELEVATION ELEVATION VATION ATION F FIRE HYDRANT FIRE HYDRANT IRE HYDRANT HYDRANT HYDRANT YDRANT DRANT FT FOOT, FEET T FOOT, FEET FOOT, FEET OOT, FEET , FEET EET G GAS GAS GOV GOVERNMENT V GOVERNMENT GOVERNMENT VERNMENT ERNMENT GVL GRAVEL VL GRAVEL L GRAVEL GRAVEL VEL EL HC HANDICAP HANDICAP HORIZ HORIZONTAL HORIZONTAL ID INSIDE DIAMETER INSIDE DIAMETER DIAMETER DIAMETER IE INVERT ELEVATION INVERT ELEVATION VERT ELEVATION ERT ELEVATION ELEVATION ELEVATION VATION ATION INV INVERT V INVERT INVERT VERT ERT KO CONTRACTING OFFICER O CONTRACTING OFFICER CONTRACTING OFFICER OFFICER OFFICER FFICER ICER LB, LBS POUNDS B, LBS POUNDS LBS POUNDS BS POUNDS S POUNDS POUNDS UNDS NDS LF LINEAR FEET F LINEAR FEET LINEAR FEET FEET EET MAINT MAINTENANCE MAINTENANCE MAX MAXIMUM X MAXIMUM MAXIMUM XIMUM IMUM UM M MFR MANUFACTURER FR MANUFACTURER R MANUFACTURER MANUFACTURER UFACTURER ACTURER URER RER MG MATCH GRADE MATCH GRADE GRADE GRADE MH MANHOLE MANHOLE MIN MINIMUM MINIMUM UM M MISC MISCELLANEOUS MISCELLANEOUS US S N NORTH NORTH NORTH NAD NORTH AMERICAN DATUM NORTH AMERICAN DATUM NORTH AMERICAN DATUM AMERICAN DATUM AMERICAN DATUM DATUM DATUM UM M NG NATURAL GAS NATURAL GAS URAL GAS RAL GAS GAS GAS NGVD NATIONAL GEODETIC VERTICAL DATUM VD NATIONAL GEODETIC VERTICAL DATUM D NATIONAL GEODETIC VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM GEODETIC VERTICAL DATUM GEODETIC VERTICAL DATUM VERTICAL DATUM ERTICAL DATUM DATUM DATUM UM M NIC NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT IN CONTRACT IN CONTRACT CONTRACT CONTRACT NO., # NUMBER ., # NUMBER NUMBER UMBER MBER BER ER NTS NOT TO SCALE NOT TO SCALE TO SCALE TO SCALE SCALE SCALE OC ON CENTER ON CENTER CENTER CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER UTSIDE DIAMETER TSIDE DIAMETER DIAMETER DIAMETER ODOT OHIO DEPARTMENT OF TRANSPORTATION OHIO DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION OF TRANSPORTATION OF TRANSPORTATION F TRANSPORTATION TRANSPORTATION OFF OFFICE FF OFFICE OFFICE FFICE ICE PCF POUNDS PER CUBIC FOOT F POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT UNDS PER CUBIC FOOT NDS PER CUBIC FOOT PER CUBIC FOOT PER CUBIC FOOT CUBIC FOOT CUBIC FOOT UBIC FOOT IC FOOT FOOT OOT POV PERSONAL VEHICLE V PERSONAL VEHICLE PERSONAL VEHICLE VEHICLE EHICLE PRCST PRECAST PRECAST PSF POUNDS PER SQUARE FOOT F POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT UNDS PER SQUARE FOOT NDS PER SQUARE FOOT PER SQUARE FOOT PER SQUARE FOOT SQUARE FOOT SQUARE FOOT QUARE FOOT ARE FOOT FOOT OOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH UNDS PER SQUARE INCH NDS PER SQUARE INCH PER SQUARE INCH PER SQUARE INCH SQUARE INCH SQUARE INCH QUARE INCH ARE INCH INCH INCH PVC POLYVINYL CHLORIDE VC POLYVINYL CHLORIDE C POLYVINYL CHLORIDE POLYVINYL CHLORIDE YVINYL CHLORIDE INYL CHLORIDE YL CHLORIDE L CHLORIDE CHLORIDE CHLORIDE PVMT PAVEMENT VMT PAVEMENT MT PAVEMENT PAVEMENT VEMENT EMENT R RADIUS RADIUS US S RC REINFORCED CONCRETE REINFORCED CONCRETE FORCED CONCRETE ORCED CONCRETE CONCRETE CONCRETE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE FORCED CONCRETE PIPE ORCED CONCRETE PIPE CONCRETE PIPE CONCRETE PIPE PIPE PIPE RD ROAD ROAD REQD REQUIRED QD REQUIRED D REQUIRED REQUIRED QUIRED IRED S SOUTH SOUTH UTH TH SCHED SCHEDULE SCHEDULE ULE LE SD STORM DRAIN STORM DRAIN DRAIN DRAIN SHT SHEET SHEET SPECS SPECIFICATIONS SPECIFICATIONS FICATIONS ICATIONS SQ SQUARE Q SQUARE SQUARE QUARE ARE SS SANITARY SEWER SANITARY SEWER Y SEWER SEWER STD STANDARD STANDARD STRL STRUCTURAL STRUCTURAL UCTURAL CTURAL URAL RAL S/W SIDEWALK /W SIDEWALK W SIDEWALK SIDEWALK K TC TOP OF CURB TOP OF CURB OF CURB OF CURB F CURB CURB URB RB B T/B TOP AND BOTTOM /B TOP AND BOTTOM TOP AND BOTTOM AND BOTTOM AND BOTTOM BOTTOM OTTOM THK THICK K THICK THICK K TOC TOP OF CONCRETE TOP OF CONCRETE OF CONCRETE OF CONCRETE F CONCRETE CONCRETE TOG TOP OF GRADE TOP OF GRADE OF GRADE OF GRADE F GRADE GRADE TOW TOP OF WALL TOP OF WALL OF WALL OF WALL F WALL WALL TYP TYPICAL YP TYPICAL P TYPICAL TYPICAL YPICAL PICAL UNK UNKNOWN NK UNKNOWN K UNKNOWN UNKNOWN NKNOWN KNOWN NOWN UNO UNLESS NOTED OTHERWISE NO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE NLESS NOTED OTHERWISE NOTED OTHERWISE NOTED OTHERWISE OTHERWISE OTHERWISE VERT VERTICAL ERT VERTICAL VERTICAL ERTICAL W WEST OR WATER WEST OR WATER OR WATER OR WATER WATER WATER W/ WITH / WITH WITH W/O WITHOUT/O WITHOUTO WITHOUTWITHOUTUTT
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text GEOTECHNICAL NOTES 1. EXCAVATION SUPPORT SYSTEM AND DEWATERING SYSTEM SHALL BE DESIGNED BASED ON THE EXCAVATION SUPPORT SYSTEM AND DEWATERING SYSTEM SHALL BE DESIGNED BASED ON THE GEOTECHNICAL INFORMATION BY CONTRACTOR'S DESIGN ENGINEER SEAL AND SIGNED BY A GEOTECHNICAL ENGINEER. THE DESIGN AND CALCULATION SHALL BE SUBMITTED TO KO ALONG WITH CONTRACTOR'S SHOP DRAWING.
AutoCAD SHX Text SURVEY AND AS-BUILT NOTES 1. ALL DRAWINGS ARE PREPARED BASED ON EITHER AERIAL PHOTOGRAPHS OR ALL DRAWINGS ARE PREPARED BASED ON EITHER AERIAL PHOTOGRAPHS OR FIELD MEASUREMENT. 2. CONTRACTOR SHALL VERIFY ALL ESTIMATED SIZES AND QUANTITIES OF WORK CONTRACTOR SHALL VERIFY ALL ESTIMATED SIZES AND QUANTITIES OF WORK AREA PRIOR TO BID. IF THE ESTIMATION IS DIFFER FROM CONTRACTOR'S MEASUREMENT, NOTIFY KO PRIOR TO BID. THE PROJECT IS LUMP SUM, AND ALL QUANTITIES HEREIN AND BID SHEET ARE BID PURPOSE ONLY. IF NECESSARY, CONTRACTOR SHALL PRORATE ANY LEFT OUT ITEMS INTO THE BID SHEET, AND NOTIFY KO PRIOR TO BID. 3. CONTRACTOR SHALL PERFORM SURVEY FOR ALL CONTRACTOR'S SHOP CONTRACTOR SHALL PERFORM SURVEY FOR ALL CONTRACTOR'S SHOP DRAWING, AND THE SHOP DRAWING SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. THE SHOP DRAWING SHALL BE SUBMITTED FOR APPROVAL. 4. UPON COMPLETION OF ALL WORK, ALL NEW WORK AREA (NEW PAVEMENT, UPON COMPLETION OF ALL WORK, ALL NEW WORK AREA (NEW PAVEMENT, SIDEWALKS AND RELOCATED UTILITIES, ETC.) SHALL BE SURVEYED SUBSEQUENT TO COMPLETION OF CONSTRUCTIONS, AND AS-BUILT AUTOCAD 2014 DWG FILES SHALL BE SUBMITTED TO KO IN A COMPACT DISK FOR APPROVAL.
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
TYPICAL SECTION
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text A
AutoCAD SHX Text STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR SHALL INCLUDE EROSION AND SEDIMENT CONTROL PLAN THE CONTRACTOR SHALL INCLUDE EROSION AND SEDIMENT CONTROL PLAN INCLUDING STORM WATER PROTECTION SCHEMES IN CONTRACTOR'S SHOP DRAWING PER ODOT'S MOST RECENT CMS AND SUBMIT FOR APPROVAL. 2. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL AS THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL AS THE APPROVED PLAN AND CONSTRUCTION SEQUENCE AND SHALL HAVE THEM INSPECTED AND APPROVED MY K0 OR COR. 3. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF FROM DISTURBED AREAS OF NEW CONSTRUCTION IS DIRECTED TO THE SEDIMENT CONTROL DEVICES AND SHALL NOT REMOVE ANY EROSION OR SEDIMENT CONTROL MEASURE WITHOUT PRIOR PERMISSION FROM COR. 4. CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO SURROUNDING ROADS. ALL MATERIALS DEPOSITED ONTO SURROUNDING ROADS IN THE INSTALLATION SHALL BE REMOVED IMMEDIATELY. 5. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL MEASURES UNTIL SUCH TIME AS THEY ARE REMOVED WITH PRIOR PERMISSION FROM KO OR COR. 6. ALL SEDIMENT BASINS, TRAP EMBANKMENTS, AND SLOPES, PERIMETER DIKES, ALL SEDIMENT BASINS, TRAP EMBANKMENTS, AND SLOPES, PERIMETER DIKES, SWALES AND ALL DISTURBED SLOPES STEEPER OR EQUAL TO 3:1 (H:V) SHALL BE STABILIZED WITH SOD OR SEED AND ANCHORED STRAW MULCH, OR OTHER APPROVED STABILIZATION MEASURES, AS SOON AS POSSIBLE BUT NO LATER THAN THREE (3) CALENDAR DAYS AFTER ESTABLISHMENT. ALL AREAS DISTURBED OUTSIDE OR THE PERIMETER SEDIMENT CONTROL SYSTEM MUST BE MINIMIZED. MAINTENANCE MUST BE PERFORMED AS NECESSARY TO ENSURE CONTINUED STABILIZATION.
AutoCAD SHX Text STANDARD MILL AND OVERLAY PAVEMENT REPAIR NOTES 1. MINIMUM 2-INCH MILL AND RESURFACING OVERLAY TO BE PERFORMED WHERE IDENTIFIED IN DWG MINIMUM 2-INCH MILL AND RESURFACING OVERLAY TO BE PERFORMED WHERE IDENTIFIED IN DWG OR OTHERWISE NOTED. PROVIDE CRACK REPAIR AS INDICATED IN THE PLAN. 2. CONTRACTOR SHALL PROVIDE POSITIVE DOWN SLOPE TO NEAREST OR PRACTICALLY FEASIBLE CATCH CONTRACTOR SHALL PROVIDE POSITIVE DOWN SLOPE TO NEAREST OR PRACTICALLY FEASIBLE CATCH BASINS DURING THE OVERLAY OPERATION. 3. EXISTING CATCH BASIN, REMAIN UNDISTURBED AND MATCH WITH NEW RE-SURFACED ASPHALT, EXISTING CATCH BASIN, REMAIN UNDISTURBED AND MATCH WITH NEW RE-SURFACED ASPHALT, PROVIDE PROTECTIVE MEASURES DURING THE WORK. CONTRACTOR SHALL NOTIFY KO IMMEDIATELY IF THERE IS ANY EXISTING DAMAGE ON THE CATCH BASIN. ANY DAMAGE TO THE EXISTING CATCH BASIN CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 4. DO NOT DISTURB EXISTING UTILITIES, AND PROTECT EXISTING MANHOLES, CURB AND GUTTERS, AND DO NOT DISTURB EXISTING UTILITIES, AND PROTECT EXISTING MANHOLES, CURB AND GUTTERS, AND OTHER EXISTING STRUCTURES OTHERWISE NOTED. 5. CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE CONTRACTOR SHALL PERFORM A FINAL QUALITY CONTROL TEST BY SPRAYING WATER ON THE PAVEMENT TO SHOW POSITIVE DRAIN AT ALL PAVEMENT AREAS WITHIN THE PROJECT LIMIT OF MILL AND OVERLAY AND NEW PAVEMENT. 6. ALL FINAL QUALITY CONTROL TEST SHALL BE WITNESSED BY KO OR COR.ALL FINAL QUALITY CONTROL TEST SHALL BE WITNESSED BY KO OR COR.
AutoCAD SHX Text DEMOLITION NOTES 1. STORM STRUCTURES AND PIPES TO BE REMOVED AFTER ASPHALT AND CLEARING IS COMPLETE AND STORM STRUCTURES AND PIPES TO BE REMOVED AFTER ASPHALT AND CLEARING IS COMPLETE AND LIMITS OF DISTURBANCE HAVE BEEN STABILIZED WITH TEMPORARY MEASURES, DOWNSTREAM DRAINAGE STRUCTURES AND PIPES HAVE BEEN INSTALLED. MAINTAIN DRAINAGE OUTFALL THROUGHOUT CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC (MOT) AT ALL WORK AREAS FOR APPROVAL. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC (MOT) AT ALL WORK AREAS FOR APPROVAL. AT LEAST ONE LANE OF TRAFFIC FOR EACH TRACTION SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 3. TREE REMOVAL SHALL INCLUDE STUMPS AND ALL ROOTS GREATER THAN 1 INCH IN DIAMETER. TREE REMOVAL SHALL INCLUDE STUMPS AND ALL ROOTS GREATER THAN 1 INCH IN DIAMETER. 4. IF CONTRACTOR DAMAGES EXISTING TREES NOT INDICATED FOR REMOVAL, CONTRACTOR SHALL IF CONTRACTOR DAMAGES EXISTING TREES NOT INDICATED FOR REMOVAL, CONTRACTOR SHALL REPLACE DAMAGED TREES WITH SAME SPECIES AND EQUIVALENT DIAMETER AT NO ADDITIONAL COST TO THE GOVERNMENT. 5. STORM DRAIN SHALL BE REMOVED, RELOCATED, OR ABANDONED IN AREAS SHOWN. PROVIDE STORM DRAIN SHALL BE REMOVED, RELOCATED, OR ABANDONED IN AREAS SHOWN. PROVIDE WATERTIGHT PLUG IN STRUCTURE OR PIPE END TO REMAIN FOR THOSE LEFT IN PLACE FOR CLOSURE. FOR LINES TO BE ABANDONED, PLUG BOTH ENDS OF ABANDONED SECTION, AND FILL PIPES AND STRUCTURES WITH FLOWABLE FILL. IF ANY EXISTING UNKNOWN ABANDONED STRUCTURES ARE ENCOUNTERED DURING DEMOLITION OR SITE PREPARATION, THE STRUCTURE TO BE REMOVED TO 12" BELOW PROPOSED SUBGRADE OR 24" BELOW THE FINISHED GRADE WHICHEVER IS LOWER. 6. IN LOCATIONS WHERE SIDEWALK, CURBING, OR CURB AND GUTTER ARE REMOVED, REMOVE TO IN LOCATIONS WHERE SIDEWALK, CURBING, OR CURB AND GUTTER ARE REMOVED, REMOVE TO NEAREST CONSTRUCTION JOINT AND LEAVE A CLEAN BREAK FOR FUTURE CONNECTION OR PROVIDE CONNECTION FROM THERE AS SHOWN IN THE DRAWING. 7. EXISTING ASPHALT PAVEMENT AND, WHEN REQUIRED, BASE COURSE TO BE DEMOLISHED MAY BE EXISTING ASPHALT PAVEMENT AND, WHEN REQUIRED, BASE COURSE TO BE DEMOLISHED MAY BE RE-USED AS BACKFILL MATERIAL PROVIDED IT MEETS THE GRADATION REQUIREMENT SPECIFIED FOR AGGREGATE BASE COURSE, GRANULAR FILL OR TRENCH BACKFILL. 8. EXISTING FIRE PROTECTION WATERLINE LOOP AND ALL HYDRANTS SHALL REMAIN OPERATIONAL EXISTING FIRE PROTECTION WATERLINE LOOP AND ALL HYDRANTS SHALL REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. 9. IF ANY ABANDONED STRUCTURAL VOID OR PIPING SYSTEMS ARE ENCOUNTERED DURING DEMOLITION, IF ANY ABANDONED STRUCTURAL VOID OR PIPING SYSTEMS ARE ENCOUNTERED DURING DEMOLITION, CONTRACTOR SHALL BACKFILL WITH FLOWABLE FILL.
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text B-1
AutoCAD SHX Text PAVEMENT MARKING NOTES 1. CONTRACTOR SHALL SURVEY ALL EXISTING PAVEMENT MARKINGS BY EITHER TAKING PHOTOGRAPHS OR CONTRACTOR SHALL SURVEY ALL EXISTING PAVEMENT MARKINGS BY EITHER TAKING PHOTOGRAPHS OR MEASURING ON SITE PRIOR TO ANY MILLING OPERATIONS. ALL PAVEMENT MARKINGS AT MILL AND OVERLAY AREAS SHALL MATCH THE EXISTING PAVEMENT MARKING PATTERNS OTHERWISE NOTED IN DRAWINGS. 2. PAVEMENT MARKINGS SHOWN IN DRAWINGS FOR NEW CONSTRUCTION AREAS ARE MINIMUM PAVEMENT MARKINGS SHOWN IN DRAWINGS FOR NEW CONSTRUCTION AREAS ARE MINIMUM REQUIREMENTS. CONTRACTOR SHALL INCLUDE PAVEMENT MARKINGS IN THE CONTRACTOR'S DESIGN DRAWING PACKAGE FOR APPROVAL.
AutoCAD SHX Text MAINTENANCE OF TRAFFIC (MOT) DURING CONSTRUCTION 1. CONTRACTOR SHALL INCLUDE MAINTENANCE OF TRAFFIC (MOT) PLAN IN CONTRACTOR'S DESIGN CONTRACTOR SHALL INCLUDE MAINTENANCE OF TRAFFIC (MOT) PLAN IN CONTRACTOR'S DESIGN PACKAGE FOR APPROVAL. THE MOT PLAN SHALL MEET ODOT'S MOT GUIDE SPECIFICATION, AND IT SHALL BE DESIGNED NOT TO BLOCK ANY TRAFFIC FLOW DURING CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE MOT AS PER THE APPORVED PLAN. THE KO AND COR SHALL BE CONTRACTOR SHALL PROVIDE MOT AS PER THE APPORVED PLAN. THE KO AND COR SHALL BE NOTIFIED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSING OF ANY PORTION OF ROADWAY OR PARKING LOT. 3. WHERE CONSTRUCTION IS IN CLOSE PROXIMITY TO BUILDING, SIDEWALKS, AND ROADWAYS, 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
SECTION OR DETAIL TITLE
AutoCAD SHX Text
SECTION OR DETAIL SCALE
AutoCAD SHX Text
SECTION OR DETAIL IDENTIFICATION NUMBER OR LETTER
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL IDENTIFICATION NUMBER OR LETTER
AutoCAD SHX Text
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
AutoCAD SHX Text 21"C
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
%%USECTION SYMBOL
AutoCAD SHX Text
INDICATES SECTION NUMBER
AutoCAD SHX Text
WHERE SECTION
AutoCAD SHX Text
INDICATES DIRECTION
AutoCAD SHX Text
OF CUTTING PLANE
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
IS TAKEN
AutoCAD SHX Text
WHERE SECTION
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
IS DRAWN
AutoCAD SHX Text
%%UNOTES FOR CRACK REPAIRS
AutoCAD SHX Text GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICE CONSTRUCTION SCHEDULE FOR EACH LOCATION SHALL BE APPROVED BY THE CONTRACTING OFFICE PRIOR TO ANY WORK. 2. MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND MEETINGS SHALL BE HELD BY THE CONTRACTOR, AS REQUIRED WITH THE CONTRACTING OFFICER AND FACILITY ENGINEER TO COORDINATE THE ROAD CLOSURES, WORK AREAS, ETC. 3. THE CONTRACTING OFFICER AND FACILITY ENGINEER SHALL BE NOTIFIED A MINIMUM OF TWO (2) 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, SIDEWALKS, AND ROADWAYS, 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. 5. A DAILY CONSTRUCTION REPORT INCLUDING ALL CONSTRUCTION ACTIVITIES SHALL BE SUBMITTED A DAILY CONSTRUCTION REPORT INCLUDING ALL CONSTRUCTION ACTIVITIES SHALL BE SUBMITTED WEEKLY BASIS FOR DS-FCIE'S REVIEW AND APPROVAL. THE DAILY REPORT SHALL BE SUBMITTED WITHIN FIVE (5) BUSINESS DAYS FOR REVIEW.
AutoCAD SHX Text
1. THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH TYPE OF THE CONTRACTOR WILL BE PAID ON THE AWARDED UNIT PRICES OFFERED FOR EACH TYPE OF CRACK REPAIR ACTUALLY PERFORMED AND SHALL NOT EXCEED THE TOTAL ESTIMATED QUANTITIES FOR CRACK REPAIRS WITHOUT APPROVAL OF THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING QUANTITIES CONTRACTOR SHALL PROVIDE UNIT PRICES OF THE CRACK REPAIRS FOR THE FOLLOWING QUANTITIES FOR THIS PROJECT: 2.1. 5,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 5,000 LF OF CRACKS (WITHOUT BACKUP MATERIAL) 2.2. 5,000 LF OF CRACKS (WITH BACKUP MATERIAL) 5,000 LF OF CRACKS (WITH BACKUP MATERIAL) 3. SEE SHEET 11 FOR CRACK REPAIR DETAILS.SEE SHEET 11 FOR CRACK REPAIR DETAILS.SHEET 11 FOR CRACK REPAIR DETAILS. FOR CRACK REPAIR DETAILS.
AutoCAD SHX Text
CB
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
WV
AutoCAD SHX Text
C
J A
C K
S O
N
A
V E
60°
RESPONSE
APPROACH
X X
X
X
X
X
X X
XX
XX
X X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
DLA ENTERPRISE SUPPORT
SP4702-16-R-0022
Attachment #2
O
G
I S
T
I
C
S
D E F E N S E A
G E N C Y
N
40 120800
1"=40'
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
SP4702-16-R-0022
Attachment #2
AutoCAD SHX Text 598C
AutoCAD SHX Text 596C
AutoCAD SHX Text
8"VCT
AutoCAD SHX Text 593C
AutoCAD SHX Text 592C
AutoCAD SHX Text 592D
AutoCAD SHX Text 593E
AutoCAD SHX Text 593D
AutoCAD SHX Text 594D
AutoCAD SHX Text
8"VCT
AutoCAD SHX Text
6"VCT
AutoCAD SHX Text
10"VC
AutoCAD SHX Text 20A
AutoCAD SHX Text 30"
AutoCAD SHX Text 12"
AutoCAD SHX Text
TURKEY RUN
AutoCAD SHX Text 30"
AutoCAD SHX Text 12"
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text P
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" DIP @ 0.44%
AutoCAD SHX Text
8" CLAY PIPE @ 0.82%
AutoCAD SHX Text
8" CLAY PIPE @ 3.78%
AutoCAD SHX Text
8" CLAY PIPE @ 1.45%
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text
8" CLAY TO CMP @ 0.76%
AutoCAD SHX Text
6" RCP
AutoCAD SHX Text
12" CLAY TO CMP @ 1.20%
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP @ 0.16%
AutoCAD SHX Text
12" RCP @ 0.01%
AutoCAD SHX Text
12" RCP @ 0.41%
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP @ 0.58%
AutoCAD SHX Text
12" RCP @ 0.97%
AutoCAD SHX Text
8" CLAY PIPE
AutoCAD SHX Text
STORM INLET T.C. 793.89 (DAMAGED AND COVERED)
AutoCAD SHX Text
STORM INLET T.C. 793.64 I.E. 790.74 8" NE I.E. 790.56 8" S
AutoCAD SHX Text STORM INLET T.C. 793.70 I.E. 790.28 8" N I.E. 790.08 8" E I.E. 790.28 8" S I.E. 790.02 8" W
AutoCAD SHX Text
STORM INLET T.C. 793.57 I.E. 790.19 8" W I.E. 790.12 8" E
AutoCAD SHX Text I.E. 787.40
AutoCAD SHX Text
STORM INLET T.C. 793.96 I.E. 790.98 8" N I.E. 791.38 8" E
AutoCAD SHX Text
STORM INLET T.C. 793.07 I.E. 787.57 8" W I.E. 788.46 8" NE
AutoCAD SHX Text I.E. 786.86
AutoCAD SHX Text
STORM INLET T.C. 793.08 I.E. 787.68 12" W I.E. 787.68 12" E I.E. 787.77 12" S
AutoCAD SHX Text I.E. 786.72
AutoCAD SHX Text
STORM INLET T.C. 793.23 I.E. 787.85 12" N I.E. 787.85 12" S
AutoCAD SHX Text
STORM INLET T.C. 792.89 I.E. 787.84 12" N I.E. 787.84 12" S
AutoCAD SHX Text
STORM INLET T.C. 792.52 I.E. 788.06 12" N I.E. 788.06 12" S I.E. 788.11 12" E
AutoCAD SHX Text
STORM INLET T.C. 792.39 I.E. 788.23 12" N I.E. 788.23 12" S
AutoCAD SHX Text
STORM INLET T.C. 792.76 I.E. 788.87 12" N
AutoCAD SHX Text
SANITARY MANHOLE T.C. 792.74 I.E. 781.38 8" W I.E. 781.38 8" E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
TR
AutoCAD SHX Text
TR
AutoCAD SHX Text
TR
AutoCAD SHX Text
6" CLAY PIPE
AutoCAD SHX Text 598D
AutoCAD SHX Text 1W/1-3#2/0
AutoCAD SHX Text
UG
AutoCAD SHX Text
CKT 101
AutoCAD SHX Text
PMSW
AutoCAD SHX Text
MH18
AutoCAD SHX Text
MH90
AutoCAD SHX Text
CABLE
AutoCAD SHX Text
MH143
AutoCAD SHX Text
10" VC SANITARY W/ PVC LINER
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
EX 6" STEEL INV 786.28
AutoCAD SHX Text
EX INV 788.24
AutoCAD SHX Text I.E. 790.67
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text 597C
AutoCAD SHX Text 595C
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text 594C
AutoCAD SHX Text 590C
AutoCAD SHX Text 591C
AutoCAD SHX Text 590D
AutoCAD SHX Text 590E
AutoCAD SHX Text 590F
AutoCAD SHX Text 591D
AutoCAD SHX Text 12"C
AutoCAD SHX Text
AutoCAD SHX Text 20"
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text #4
AutoCAD SHX Text 20"
AutoCAD SHX Text 589D
AutoCAD SHX Text 98A
AutoCAD SHX Text 99A
AutoCAD SHX Text 589C
AutoCAD SHX Text
CB
AutoCAD SHX Text C
AutoCAD SHX Text 10"C
AutoCAD SHX Text
CI
AutoCAD SHX Text
84" RC CULVERT
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" CLAY PIPE @ 1.17%
AutoCAD SHX Text
12" RCP @ 2.70%
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
STORM INLET T.C. 792.88 I.E. 789.22 12" S
AutoCAD SHX Text STORM INLET T.C. 792.78 I.E. 788.44 12" N I.E. 788.45 12" E I.E. 788.48 12" S I.E. 788.30 12" W
AutoCAD SHX Text
12" CMP I.E. 786.17
AutoCAD SHX Text
SANITARY MANHOLE T.C. 792.74 I.E. 781.38 8" W I.E. 781.38 8" E
AutoCAD SHX Text
84" RC
AutoCAD SHX Text
CULVERT
AutoCAD SHX Text 99A
AutoCAD SHX Text 8"C
AutoCAD SHX Text 10"C
AutoCAD SHX Text
6"UD
AutoCAD SHX Text
6"UD
AutoCAD SHX Text
10"CS
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
MH91
AutoCAD SHX Text
MH92
AutoCAD SHX Text
MH173
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text P
AutoCAD SHX Text
EX 7.5' CONC INV 784.98
AutoCAD SHX Text
EX 1.0' WIDE CONC. HEADWALL
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text 589E
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text C
AutoCAD SHX Text
CI
AutoCAD SHX Text 590C
AutoCAD SHX Text 591C
AutoCAD SHX Text 590D
AutoCAD SHX Text 590E
AutoCAD SHX Text 590F
AutoCAD SHX Text 591D
AutoCAD SHX Text 12"C
AutoCAD SHX Text
AutoCAD SHX Text 20"
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text #4
AutoCAD SHX Text 20"
AutoCAD SHX Text
PV-02
AutoCAD SHX Text
PV-04
AutoCAD SHX Text 589D
AutoCAD SHX Text 98A
AutoCAD SHX Text 99A
AutoCAD SHX Text 589C
AutoCAD SHX Text
CB
AutoCAD SHX Text C
AutoCAD SHX Text 10"C
AutoCAD SHX Text
CI
AutoCAD SHX Text
84" RC CULVERT
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
12" CLAY PIPE @ 1.17%
AutoCAD SHX Text
12" RCP @ 2.70%
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
SANITARY MANHOLE T.C. 792.74 I.E. 781.38 8" W I.E. 781.38 8" E
AutoCAD SHX Text 8"C
AutoCAD SHX Text 10"C
AutoCAD SHX Text
6"UD
AutoCAD SHX Text
6"UD
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
MH91
AutoCAD SHX Text
MH92
AutoCAD SHX Text
MH173
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text P
AutoCAD SHX Text
EX 1.0' WIDE CONC. HEADWALL
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text 589E
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text C
AutoCAD SHX Text
CI
AutoCAD SHX Text 598C
AutoCAD SHX Text 596C
AutoCAD SHX Text
8"VCT
AutoCAD SHX Text 593C
AutoCAD SHX Text 592C
AutoCAD SHX Text 592D
AutoCAD SHX Text 593E
AutoCAD SHX Text 593D
AutoCAD SHX Text 594D
AutoCAD SHX Text
8"VCT
AutoCAD SHX Text
6"VCT
AutoCAD SHX Text
10"VC
AutoCAD SHX Text 20A
AutoCAD SHX Text 30"
AutoCAD SHX Text 12"
AutoCAD SHX Text
TURKEY RUN
AutoCAD SHX Text 30"
AutoCAD SHX Text 12"
AutoCAD SHX Text
FOYLE AVENUE
AutoCAD SHX Text
SIZE
AutoCAD SHX Text P
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" DIP @ 0.44%
AutoCAD SHX Text
8" CLAY PIPE @ 0.82%
AutoCAD SHX Text
8" CLAY PIPE @ 3.78%
AutoCAD SHX Text
8" CLAY PIPE @ 1.45%
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text
8" RCP
AutoCAD SHX Text
8" CLAY TO CMP @ 0.76%
AutoCAD SHX Text
6" RCP
AutoCAD SHX Text
12" CLAY TO CMP @ 1.20%
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP @ 0.16%
AutoCAD SHX Text
12" RCP @ 0.01%
AutoCAD SHX Text
12" RCP @ 0.41%
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP @ 0.58%
AutoCAD SHX Text
12" RCP @ 0.97%
AutoCAD SHX Text
8" CLAY PIPE
AutoCAD SHX Text
SANITARY MANHOLE T.C. 792.74 I.E. 781.38 8" W I.E. 781.38 8" E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
TR
AutoCAD SHX Text
TR
AutoCAD SHX Text
TR
AutoCAD SHX Text 1W/1-3#2/0
AutoCAD SHX Text
UG
AutoCAD SHX Text
CKT 101
AutoCAD SHX Text
PMSW
A…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .