A02_Drawing_files___124541.pdf

PDF 6 MB Posted Jun 14, 2016

Attached to: Replace oil water separators, Camp Casey
Solicitation number: W91QVN16R0166
Issued by: Department of the Army Materiel Command Army Contracting Command

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A03_Submittal_Register___124541.xls	XLS spreadsheet	Jun 14, 2016

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1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

B C D

E F G H

SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

ENVIRONMENT

FORCE PROTECTION

CHOE, S M.

LOCATION MAP - 3

LOCATION MAP - 4

AS SHOWN

CAMP CASEY

REPLACE OIL WATER SEPARATOR

FEWR NO. 124541

CAMP CASEY

124541

REPLACE OIL WATER SEPARATOR

OIL-WATER SEPARATOR

LOCATION MAP - 1 AND GENERAL NOTES

LOCATION MAP - 2 AND SCOPE OF WORK

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 2

SITE LAYOUT PLAN - 3

SITE LAYOUT PLAN - 4

SITE LAYOUT PLAN - 5

SITE LAYOUT PLAN - 6

SITE LAYOUT PLAN - 7

SITE LAYOUT PLAN - 8

SITE LAYOUT PLAN - 9

SITE LAYOUT PLAN - 10

SITE LAYOUT PLAN - 11

SITE LAYOUT PLAN - 12

SITE LAYOUT PLAN - 13

SITE LAYOUT PLAN - 14

SITE LAYOUT PLAN - 15

SITE LAYOUT PLAN - 16

SITE LAYOUT PLAN - 17

SEWER M/H DETAIL - 1

CHAIN LINK FENCE

RESTORATION DETAILS

SEWER M/H DETAIL - 2

CON’C STEEL GRATING DITCH AND JUNCTION BOX DETAIL

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

C - 9

C - 10

C - 11

C - 12

C - 13

C - 14

C - 15

C - 16

C - 17

C - 18

C - 19

C - 20

C - 21

C - 22

C - 23

C - 24

C - 25

C - 26

C - 27

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-1

CHOE, S M. CAMP CASEY

AS SHOWN

100 0 100 200 300M

SCALE IN METERS

- 1 SCALE = 1 : 3,000

LOCATION MAP - 1

00-49341

3-48PN

00-49341

4-200PN

LAUNDRY

KSC

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

629 685

674648

651A

833T

808 811

746 715 726

A B

00-49341

1149 1151

10291144

FOOT BR

VEH BR

1158A

1158B

RAILHEAD

03-57200 REPAIR 041007

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

1564 1566

635A

706(707A)

1071?

VEH BR?

BARRIER

1919LIFT STATION

GENERAL NOTES :

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

SUBMISSION OF CONTRACT PROPOSAL.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

PRIOR TO COMMENCING WORK ON THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR’S

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2003, DEPARTMENT

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

TO THE PROJECT CONTRACT.

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

ADDITIONAL COST.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

COVERED WITH TOP SOIL AND SOLID SODDED.

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER’S

REPRESENTATIVE.

REPLACE OIL WATER SEPARATOR

124541

LOCATION MAP - 1 AND GENERAL NOTES

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-2

CHOE, S M. CAMP CASEY

AS SHOWN

100 0 100 200 300M

SCALE IN METERS

- 2 SCALE = 1 : 3,000

LOCATION MAP - 2

CHILD DEVELOPMENT CENTER

FFE = 60.10

PLAYGROUND

AREA "C"

DROP-OFF/ PICK-UP AREA

PLAYGROUND

AREA "A"

00-49341

4-200PN

01-49550

00-49341

1918 1879

2372A

2373T

A C

2451 2400

2648 2605

2609T

2514 2540

8008T

2540T

26462645

A B

18331832

1962 1812

456A

CCTT

SIMNET

FOOT BR

VEH BR

VEH BR 1821

VEH BR

FOOT BR

447A

497B

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

QA00138-9J

QA01300-8J

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

01-QA00604 BUP

95-44066

4-184PN

95-44066

4-184PN

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A B

2022(?)

VEH BR

1839T

1840T

BARRIER

2002B

(2298)

1760?

VEH BR?

BARRIER

2411 3028

REPLACE OIL WATER SEPARATOR

124541

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

LOCATION MAP - 2 AND SCOPE OF WORK* SPECIFIC NOTE:

1. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS OF

EACH OIL-WATER SEPARATOR FOR APPROVAL.

1. REPLACE DETERIORATED 19 EA OIL-WATER SEPARATOR

AND BOLLARDS TO CONNECT EFFULENT DISCHARGE TO

SEWER LINE AND RESTORE GROUND CONDITION AS IT IS.

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-3

CHOE, S M. CAMP CASEY

AS SHOWN

100 0 100 200 300M

SCALE IN METERS

- 3 SCALE = 1 : 3,000

LOCATION MAP - 3

258252

249 262

1785 235

237 238

VEH BR

FOOT BR

VEH BR

REPLACE OIL WATER SEPARATOR

124541

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-4

CHOE, S M. CAMP CASEY

AS SHOWN

100 0 100 200 300M

SCALE IN METERS

- 4 SCALE = 1 : 3,000

LOCATION MAP - 4

CCTT

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

39 55

134 133

186 192

202A

208 215 214

213 212

210203

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

458Z

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

99-47353

4-200PN

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

VEH BR

472?

455?

A B

48A

A B

174 Z

A B

REPLACE OIL WATER SEPARATOR

124541

C-5

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 5

SCALE: 1 / 250

1:250

0 20M15105

CBDDSSSS

CONC PAD

FOR

WASH RACK

AC PAVED AREA

x x x x x x x x x x x x

S S

T U

R F

A R

E A

O W

BRIDGE

PUMP

HOUSE

C A

S E

Y C

R E

E K

REPLACE OIL-WATER SEPARATOR W/ TYPE 4.

SEE SHEET REF. NO. C-22

-26

RESTORE SOLID SODDING,

APPROX. 70.0 SM. SEE

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 1

REPLACE OIL WATER SEPARATOR

124541

REPLACE 200MM DIA PVC SEWER LINE W/ TWO(2) SEWER M/H,

APPROX. 95.0 LM. SEE SHEET REF. NO. C-24 & 25.

RESTORE AC PAVEMENT,

APPROX. 100.0 SM. SEE

C-6

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 6

SCALE: 1 / 150

REPLACE OIL-WATER SEPARATOR W/ TYPE 1.

SEE SHEET REF. NO. C-22

-26

RESTORE PCC PAVEMENT,

APPROX. 65.0 SM. SEE

-26

RESTORE SOLID SODDING,

APPROX. 15.0 SM. SEE

SITE LAYOUT PLAN - 2

1:150

0 10M7.552.5

OWS

PCC PAVED AREA

GRADE LIMIT LINE

B R

E C

A S

E Y

C R

E E

T U

R F

A R

E A

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

2. THE CONTRACTOR SHOULD PROVIDE

TEMPARARY SEWER LINE CONNECTION

DURING THE CONSTRUCTION.

WASHRACK

REPLACE OIL WATER SEPARATOR

124541

REPLACE 200MM DIA PVC SEWER LINE W/ ONE(1) SEWER M/H,

APPROX. 30.0 LM. SEE SHEET REF. NO. C-24 & 25.

C-7

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 7

SCALE: 1 / 150

REPLACE OIL-WATER SEPARATOR W/ TYPE 1.

SEE SHEET REF. NO. C-22

-26

RESTORE SOLID SODDING,

APPROX. 90.0 SM. SEE

SITE LAYOUT PLAN - 3

1:150

0 10M7.552.5

EXST

WASH RACK

RETA

W A

S T

SEY

CREEK

PCC PAVED AREA

F/T

OWS

TURF AREA REPLACE CHAIN LINK FENCE(FE-6),

APPROX. 12.0 LM

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

2. THE CONTRACTOR SHOULD PROVIDE

TEMPARARY SEWER LINE CONNECTION

DURING THE CONSTRUCTION.

REPLACE OIL WATER SEPARATOR

124541

REPLACE 200MM DIA PVC SEWER LINE W/ TWO(2) SEWER M/H,

APPROX. 53.0 LM. SEE SHEET REF. NO. C-24 & 25.

-23

C-8

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 8

SCALE: 1 / 150

-27

REPLACE OIL-WATER SEPARATOR W/ TYPE 2.

SEE SHEET REF. NO. C-22

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 4

1:150

0 10M7.552.5

A/G

OIL TANK

0.30M W CONC DITCH W/

STEEL GRATINGS

WASHRACK

S-775

S-891

PCC PAVED AREA

AC PAVED AREA

O W

REMOVE HALF OF SEDIMENTATION TANK

AND ALL OF HANDRAIL, APPROX. 30.0 CM

S E

E N

T A

N T

A N

PUMP

ROOM

RESTORE AC PAVEMENT,

APPROX. 335.0 SM. SEE

OWS

REPLACE OIL-WATER SEPARATOR W/ TYPE 2.

SEE SHEET REF. NO. C-31

-26

-27

REPLACE OIL WATER SEPARATOR

124541

RESTORE PCC PAVEMENT,

APPROX. 20.0 SM. SEE

RESTORE 0.3M W STEEL GRATING DITCH

AND ONE(1) JUNCTION BOX,

APPROX. 15.0 LM. SEE

28 EA-BOLLARDS @ 1.0M O.C

AROUND OIL-WATER SEPARATOR.

SEE

-26

1,2

REPLACE 200MM DIA PVC SEWER LINE W/

TWO(2) SEWER M/H AND ONE(1) JUNCTION BOX,

APPROX. 85.0 LM. SEE SHEET REF. NO. C-24, 25 &

C-9

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 9

SCALE: 1 / 250

1:250

0 20M15105

-26

REPLACE OIL-WATER SEPARATOR W/ TYPE 1.

SEE SHEET REF. NO. C-22

-26

RESTORE SOLID SODDING,

APPROX. 40.0 SM. SEE

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 5

RESTORE AC PAVEMENT,

APPROX. 70.0 SM. SEE

S-1512

C P

CONTAINER BOX

B O

L L

A R

B O

L L

A R

S P

B O

A R

0.6M W CONC OPEN DITCH

M W

C O

N C

C H

S T

E E

L G

R A

G S

O P

E N

C O

N C

C H

COVERED CONC DITCH

D 900 C

COVERED CONC DITCH

C P

V C

CCWD

W A

S H

R A

C K

P U

M P

R O

O M

S E

E N

T A

N T

A N

O W

PCC PAVED AREA

AC PAVED AREA

PCC PAVED AREA

-26

FILL EARTH AND COVER W/ SOLID SODDING,

APPROX. 300.0 SM. SEE

REMOVE HALF OF SEDIMENTATION TANK

W/ DRAIN M/H AND ALL OF HANDRAIL,

APPROX. 30.0 CM

-26

RESTORE PCC PAVEMENT,

APPROX. 20.0 SM. SEE

-26

RESTORE CON’C CURB,

APPROX. 3.0 LM. SEE

-26

RESTORE PCC PAVEMENT,

APPROX. 5.0 SM. SEE

REPLACE OIL WATER SEPARATOR

124541

REPLACE 200MM DIA PVC SEWER LINE W/

ONE(1) SEWER M/H, APPROX. 110.0 LM.

SEE SHEET REF. NO. C-24, 25 &

C-10

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-10

SCALE: 1 / 250

1:250

0 20M15105

-26

REPLACE OIL-WATER SEPARATOR W/ TYPE 2.

SEE SHEET REF. NO. C-22

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 6

-26

REPLACE OIL WATER SEPARATOR

124541

S 200 PVC

SSS

PCC PAVED AREA

O W

RESTORE PCC PAVEMENT,

APPROX. 150.0 SM. SEE

22 EA-BOLLARDS @ 1.0M O.C

AROUND OIL-WATER SEPARATOR.

SEE

-26

REPLACE 200MM DIA PVC SEWER LINE W/

ONE(1) SEWER M/H, APPROX. 80.0 LM.

SEE SHEET REF. NO. C-24, 25 &

CIVIL

C-11

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 11

SCALE: 1 / 250

1:250

0 20M15105

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 7

-26

RESTORE PCC PAVEMENT,

APPROX. 50.0 SM. SEE

DDDDD

PCC PAVED AREA

OWS

REPLACE OIL-WATER SEPARATOR W/ TYPE 3

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

-26

RESTORE CON’C CURB,

APPROX. 10.0 LM. SEE

C-12

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-12

SCALE: 1 / 250

1:250

0 20M15105

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 8

HHH

CBSS

O W

-26

RESTORE SOLID SODDING,

APPROX. 55.0 SM. SEE

REPLACE OIL-WATER SEPARATOR W/ TYPE 2

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

PCC PAVED AREA

C-13

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-13

SCALE: 1 / 250

1:250

0 20M15105

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

SITE LAYOUT PLAN - 9

SSXPS

SSSS

OWS

PCC PAVED AREA

-26

RESTORE PCC PAVEMENT,

APPROX. 50.0 SM. SEE

REPLACE OIL-WATER SEPARATOR W/ TYPE 3

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

REPLACE OIL WATER SEPARATOR

124541

28 EA-BOLLARDS @ 1.0M O.C

AROUND OIL-WATER SEPARATOR.

SEE

-26

C-14

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-14

SCALE: 1 / 250

1:250

0 20M15105

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

-26

RESTORE PCC PAVEMENT,

APPROX. 50.0 SM. SEE

REPLACE OIL-WATER SEPARATOR W/ TYPE 2

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

OWS

F/T

PCC PAVED AREA

SITE LAYOUT PLAN - 10

C-15

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-15

SCALE: 1 / 200

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

-26

RESTORE PCC PAVEMENT,

APPROX. 60.0 SM. SEE

REPLACE OIL-WATER SEPARATOR W/ TYPE 2

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

1:200

0 20M15105

SITE LAYOUT PLAN - 11

OWS

F/T

-26

PCC PAVED AREA

REPLACE OIL WATER SEPARATOR

124541

REPLACE 200MM DIA PVC SEWER LINE TO CONNECT TO EXST SEWER M/H,

APPROX. 10.0 LM. SEE SHEET REF. NO. C-24, 25 &

SITE LAYOUT PLAN - 11

C-16

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-16

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 12

A /G

T A

N K

AC PAVED AREA

WASHRACK

OWS

REPLACE OIL-WATER SEPARATOR W/ TYPE 2

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

RESTORE SOLID SODDING,

APPROX. 45.0 SM. SEE

C O

N T

E R

O N

T A

CONTAINER

124541

RESTORE SIDEWALK,

APPROX. 10.0 S,. SEE

-26

SITE LAYOUT PLAN - 12

C-17

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-17

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 13

REPLACE OIL-WATER SEPARATOR W/ TYPE 1

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

C O

N T

E R

B O

X C

O N

T A

R B

O X

A /G

T A

N K

CONTAINER BOX

SSSS

O W

RESTORE AC PAVEMENT,

APPROX. 40.0 SM. SEE

SITE LAYOUT PLAN - 13

REPLACE OIL WATER SEPARATOR

124541

AC PAVED AREA

C-18

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-18

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 14

REPLACE OIL-WATER SEPARATOR W/ TYPE 1

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

RESTORE AC PAVEMENT,

APPROX. 50.0 SM. SEE

SITE LAYOUT PLAN - 14

REPLACE OIL WATER SEPARATOR

124541

0.6M W CONC OPEN DITCH

AC PAVED AREA

OWS

WASHRACK

C-19

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-19

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 15

REPLACE OIL-WATER SEPARATOR W/ TYPE 4

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

SITE LAYOUT PLAN - 15

REPLACE OIL WATER SEPARATOR

124541

O W

S F/T

WASHRACK

PCC PAVED AREA

-26

RESTORE AC PAVEMENT,

APPROX. 30.0 SM. SEE

RESTORE SOLID SODDING,

APPROX. 25.0 SM. SEE

A C

R O

A D

C-20

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

-20

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 16

REPLACE OIL-WATER SEPARATOR W/ TYPE 1

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

SITE LAYOUT PLAN - 16

REPLACE OIL WATER SEPARATOR

124541

RESTORE SOLID SODDING,

APPROX. 35.0 SM. SEE

WASHRACK

OWS

PCC PAVED AREA

TURF AREA

C-21

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 21

SCALE: 1 / 100

-26

* NOTE:

1. CHECK EXST M/H OULT. INV ELEVATION FOR

SEWER LINE SLOPE.

1:100

0 10M7.552.5

SITE LAYOUT PLAN - 17

REPLACE OIL-WATER SEPARATOR W/ TYPE 1

AND CONNECT TO EXST SEWER LINE.

SEE SHEET REF. NO. C-22

SITE LAYOUT PLAN - 17

REPLACE OIL WATER SEPARATOR

124541

RESTORE PCC PAVEMENT,

APPROX. 35.0 SM. SEE

F/T

OWS

PCC PAVED AREAPCC PAVED AREA

PCC PAVED AREA

C-22

AS SHOWN

CHOE, S M. CAMP CASEY

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

OIL-WATER SEPARATOR

-22

OIL/WATER SEPARATOR SECTION

-22

OIL/WATER SEPARATOR PLAN

HANDLE

DETAIL "C"

T1A B B B6" 6" 6"

W T

22-

FIN GRADEFIN GRADE

CONST JT W/

WATER STOP

CONST JT W/

WATER STOP

T1A B B B

"O" BAR

"M" BAR

"M" BAR "P" BAR

"L" BAR

"O" BAR

STL PLATE

HATCH

(6mm THK)

CONC WALL

OF OWS

HASP (3mm THK)

WELDED TO

COVER PLATE LOCK SYSTEM (3mm THK)

ONE END WELDED TO

COVER PLATE

C O

N C

A L

1/4" THK X 2 1/2"

GALV. STEEL PIPE

CLAMP

3/8" THK X 2 1/2" W

GALV. STEEL PIPE

STRAPS

1/2" DIA X 4" LONG

BOLT AND NUT

3/4" DIA GAL. STL.

LADDER RUNG

@ 6" OC

STL PLATE COVER

FOR OWS

HASP (3mm THK)

WELDED TO

COVER PLATE

STL PLATE HATCH

(6mm THK)

LOCK SYSTEM (3mm THK)

ONE END WELDED TO

COVER PLATE

HATCH DET

STL PLATE

COVER

FOR OWS

-22

SCALE: NONE

PLAN

SECTION

100100

DETAIL "B"

PIPE CLAMP,

DETAIL "A"

GAL. STL. LADDER

3/4" GAL.STEEL

ANCHOR BOLT

W/WASHER

L-50x50x6mm WELDED

13x6mm FLAT BAR

WELDED TO ANGLE

L-50x65x6mm FRAME W/ D13 BAR, 150mm LG ANCHOR BAR

@ 600, WELDED TO ANGLE

6mm THK GALV STL

CHK’D COVER PLATE

DETAIL "C"

TO COVER PLATE

STL ROUND BAR

SEE DETAIL "B"

LADDER @ 300 O.C

HATCH (250X250) W/ GALV STL

PLATE COVER (300x300x6mm THK)

AND HASP W/ LOCKING SYSTEM

"M" BARS "O" BARS "P" BARS "L" BARS

D13@300

D13@250

(M)(M)

CONCRETE DIMENSIONS

OIL/WATER SEPARATOR OIL/WATER SEPARATOR

L W H A B T1 T2 D1 D2

NUMBER OF

HOSE BIB

(EACH)/

CAPACITY

(GAL)

1,500

3,000

4,000

5,500

DIMENSION TABLE

REINFORCEMENTS

TYPE

SCALE: NONE

*NOTE: FIT INL INV AND OUTL INV ELEVATION ON EXST CONDITION.

3.90

(M)

6.00

6.10

6.40

1.80

(M)

2.20

2.50

2.85

(M)

2.85

3.80

3.50

3.60

(M)

0.9

2.45

2.55

2.85

(M)

0.75

0.90

0.15

0.20

0.23

0.25

(M)

1.35

1.40

1.60

1.65

(M)

1.20

1.30

1.40

1.50 D13@200

D13@300 D13@300 D13@300

D13@250 D13@250 D13@300

D13@300

D13@250 D13@250

D13@200 D13@200

0.15 0.15 0.15

200MM DIA

CI SLEEVE

200MM DIA CI SLEEVE

6mm THK GALV

STL CHK’D COVER

6mm THK GALV

STL CHK’D COVER

STIFFNER

L-2"x2"x1/4"

FROM TYPE 2

REPLACE OIL WATER SEPARATOR

124541

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CHOE, S M.

CIVIL

C-23

AS SHOWN

-23

SCALE: NONE

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

INSIDE OUTSIDE

WIRE

TIES

SEE DETAIL

CONCRETE BASE

TRUSS ROD BAND

FENCE POST

TRUSS ROD

(10 0 MIN) FENCE POST

BRACE RAIL

BAND

10 TRUSS ROD

FLEXIBLE

COPPER

BRAID

NOT TO SCALE

2.10 H CHAIN LINK FABRIC FENCE AND GATE

STRETCHER

BAR

TRUSS

ROD

PLUNGER

BAR

GATE

LATCH

WIRE

TIES

STRETCHER

BAR

TRUSS ROD

10 0 MIN

TRUSS ROD

10 0 MIN

50 LINE POST

(TYP)

40 0

BRACE

100 0

GATE POST

50 0 PIPE

(GATE FRAME)

60 0

CORNER

POST

CONCRETE

21 MPa

(CAST-IN-PLACE)

#8 AWG SOLID

COPPER WIRE

POST

HINGE

COPPER CLAD STEEL

GROUND ROD

19 0x3050 LENGTH/

10 0 STD

TRUSS ROD

CONNECTOR

FABRIC TOP SELVAGE TO

BE TWISTED AND BARBED

40 0 TOP RAIL-

EXPANSION COUPLING

@ 6000 OC MAX

3 STRANDS

4 POINTS

STRETCHER

BAR

9 GAGE WIRE

FABRIC 50 MESH

STRETCHER

BAR BAND

STANDARD

TRUSS ROD

BAND

TRUSS ROD

10 0 MIN

40 0 TOP RAIL-EXPANSION COUPLING

@ 6000 OC. MAX

13x50x363 STRAP BENT

AS SHOWN

FABRIC

TIE WIRES

TIE WIRE

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

FENCE

POST

FABRIC

9-GAGE TIE WIRES

(600 OC MAX)

FABRIC

TOP & BOTTOM

KNUCKLED

P L A N 5A

ELEVATION

NOT TO SCALE

LINE POST ATTACHMENTS

NOT TO SCALE

WIRE TIES FOR

TOP OR BRACE RAIL

HANDLE

GATE FRAME HANDLE 25x100

STEEL BAR

/32 0 HOLE

(2 EA)

32 0 HOLE

PLUNGER-25x500 MIN

STEEL BAR

P L A N 4A

ELEVATION

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

GATE

NOT TO SCALE

GROUNDING DETAILS

NOT TO SCALE

GATE FRAME

NOT TO SCALE

TRUSS ROD & BAND

NOT TO SCALE

CLAMP FOR BRACE RAIL

FABRIC

FENCE POST

TENSION BAND

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

NOT TO SCALE

STRETCHER BAR BAND

6x20

STRETCHER BAR

TO ENGAGE EACH

FABRIC LINK

NOT TO SCALE

LINE POST DETAIL

100 GATE POST

50 PIPE

GATE FRAME

25 PL 100 0

GATE POST

13x25x138 STRAP

13x38 STRAP BENT

AS SHOWN-2EA-LEGEND

VARIES

13 0 HOLE FOR PADLOCK

(EACH SIDE)

LATCH MOVEMENT

DIRECTION

GATE FRAME

(TYP)

GATE FRAME

(TYP)

2 WASHER

(TYP)

LATCH

PEEN END (TYP)

DRILL 14 FOR

013 BOLT

P L A N 2A

ELEVATION

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

NOT TO SCALE

GATE LATCH

013x100 BOLT WITH

NUT & 6 WASHERS

013x88 BOLT WITH

NUT & 3 WASHERS

13x88x50 PLATE

NOTCHED EACH SIDE

013 BOLT USS THREAD

100 LONG, HEX HEAD

W/NUT

6 5

R16

FENCE

FABRIC

NOTES :

1. ALL FABRIC SHALL BE #9 GAGE GALVANIZED STEEL

WOVEN IN A 50 MESH.

2. ALL DIMENSIONS SHOWN HEREON ARE IN MILLIMETERS.

3. FENCE GROUNDING

a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER (EXCEEDING 60^), EACH SIDE OF EACH

GATE, AND AT 300 METER INTERVALS.

b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF

600 VOLTS SHALL BE GROUNDED AT A POINT DIRECTLY

BELOW THE CROSSING AND 45 METER ON EACH SIDE

OF CROSSING.

c. FENCES PARALLEL TO OR WITHIN 30 METER OF A PRIMARY

POWER LINE IN EXCESS OF 600 VOLTS SHALL BE GROUNDED

EVERY 150 METER.

4. ALL CHAIN-LINK FENCING MATERIALS SUCH AS FABRIC,

POSTS, RAILS, ETC. SHALL BE GALVANIZED FINISHED,

UNLESS OTHERWISE NOTED.

BOLTED

SOLDERLESS

CLAMP

FUSION WELDING

100 0 GATE POST/

GROUNDING

BAND

WIRE TIES

BAND

LINE POST

GATE

FIN GR

BOT RAIL

MULTIPLES OF 3000SEE PLAN3000

30003000

CHAIN LINK FENCE

REPLACE OIL WATER SEPARATOR

CAMP CASEY

GALVANIZED STEEL MH LADDER

NOT TO SCALE

FRONT ELEVATION

SIDE ELEVATION

BRACKET - SIDE

BRACKET - FRONT

BRACKET - SIDE

RUNG - CONNECTION

CONC (SEWER) MANHOLE

NOT TO SCALE

TOP SLAB REINFORCING

SECTION

SECTION PLAN

METAL SIDE RAILS

RUNG SPACING 300

FACE OF WALL

165 MIN

WELD TO SIDE RAILS

65mmx10mm METAL BRACKET

20mm METAL RUNGS

20mm DIA METAL RUNGS

65mmX10mm METAL SIDE WALLS

PUNCHED FOR 20mm DIA METAL

RUNGS (WELD RUNGS TO SIDE

RAILS)

CONC OR MASONRY

UNIT WALL

65mmX10mm METAL BRACKET BOLTED TO WALL WITH 15mm DIA 2 UNITS, STAINLESS STEEL, EXPANSION BOLTS AND WELDED TO SIDE RAIL

65mmX10mm

SIDE RAILS

STAINLESS STEEL

ANCHOR

FACE OF

WALL

RUNGS AND BRACKETS

SEE DETAILS

ANGLE BRACKETS

BOLTED TO WALL

STEEL LADDER

D13 BARS @ 200mm OC

SEE

SLOPE

STEEL TROWEL

SLOPE

FINISH

SLOPE

FLOW

D13 BARS @ 200mm OC

SWALE

SEWER MANHOLES

MANHOLE APPLICABLE TO ONLY

CHANNELIZED FLOOR OF CONC

CONC RING

MANHOLE FRAME AND

COVER LOCATION

NOTE:

40 CLEAR

FNSH GRADE UNPAVED

D13 BARS @ 200 OC EW

SEE

SST LADDER

COVER SEE DETAIL

CI MANHOLE FRAME AND

D13 LOOP

RING 700 DIA

CONCRETE RING

D13 BARS @ 300 OCD13 LOOP

D13 BARS @ 300mm OC BOTH WAYS

CONSTRUCTION JOINT

FLOW

WATER STOP

FLOOR OF MANHOLE OUTSIDE

THE CHANNELS SHALL BE SMOOTH

AND SHALL SLOPE TOWARD

THE CHANNEL NOT LESS THAN 25mm

PER 0.3M NOR MORE THAN 50mm

PER 0.3M. FOR SEWER MANHOLE ONLY.

NOTE:

USE 775mm MIN MANHOLE OPENING

FOR MANHOLE W/LADDER.

HD16 BARS BOTTOM

ONLY

D13 BARS @ 125mm OC EW

D13 BARS-EDGES,

TOP AND BOTTOM

BOTTOM

HD16 BARS TOP AND

C-504

C-505

C-504

1. INSTALL GALVANIZED STEEL LADDER ONLY WHEN DEPTH

(TOP OF COVER TO INVERT OF MAIN SEWER) EXCEEDS 1200mm

WALL ON WHICH LADDER IS INSTALLED SHALL BE VERTICAL FROM TOP

SLAB TO INVERT.

2. FOR MANHOLES DEEPER THAN 1.2m (4ft), LADDERS SHALL BE INSTALLED AND DIAMETERS OF MANHOLE COVERS

SHALL BE A MINIMUM OF 780mm (30in).

3. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED

CAST IRON OR100mm REINFORCED CONCRETE COVERS AS SHOWN

SHALL BE USED UNLESS OTHERWISE INDICATED.

4. WHERE A NON-TRAFFIC TYPE MANHOLE IS SHOWN ON THE PLANS,

CAST IRON WITHOUT THE SUPPORTING RIBS MAY BE USED.

NOTES:

DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

NOTE:

V A

S E

E P

L A

200 195

V A

A X

400 MIN

200 1200 200

M A

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-24

AS SHOWN

CHOE, S M.

REPLACE OIL WATER SEPARATOR

CAMP CASEY

124541

SEWER M/H DETAILS - 1

-24

2. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS,

CAST IRON WITHOUT THE SUPPORTING RIBS MAY BE USED.

COVER FOR SANITARY SEWER AND DRAINAGE SYSTEMS,

KS EQUIVALENT PRODUCT. OTHER DESIGNS DIFFERING ONLY IN

1. DESIGN OF RIBBED CAST IRON COVERS AND FRAMES IS BASED

4. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF

THE LETTERS W(WATER), SS(SEWER), SD(DRAIN)

SHALL NOT BE LESS THAN 180 Kg.

NON-ESSENTIAL DETAIL SAND AS APPROVED BY THE INSTALLATION

AND THE USE OF CLASS 20 CAST IRON (FED SPEC QQ-1-652) OR

3. WHERE A NON-TRAFFIC TYPE MANHOLE IS SHOWN ON THE PLANS,

SHOWN SHALL BE USED UNLESS OTHERWISE INDICATED.

ON A WHEEL LOAD OF 7,260Kg PLUS 25%%% ALLOWANCE FOR IMPACT

CONTRACT REPRESENTATIVE(S) MAY BE USED TOTAL WEIGHT

SHALL BE AT LEAST 50mm HIGH AND SHALL BE CAST IN CENTER OF

RIBBED CAST IRON OR 100mm REINFORCED CONCRETE COVERS AS

CEMENT MORTAR.

RESPECTIVELY.

NOTES:

OPEN LOCK

RUBBER

CAP

-1.0

+1.5

LIFTING

HOLE

O P E N L O C K

"A"

INNER

LID LOCKING

DEVICE

RUBBER CAP

CAST IRON MANHOLE FRAME AND COVER

NOT TO SCALE

FRAME - ISOMETRIC

COVER PLAN(UPPER)

COVER SECTION

COVER PLAN(LOWER)

LID LOCKING

FRAME SECTION

FRAME PLAN

DETAIL "A"

5. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

25 853 25

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-25

AS SHOWN

CHOE, S M.

REPLACE OIL WATER SEPARATOR

CAMP CASEY

124541

SEWER M/H DETAILS - 2

-25

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CHOE, S M.

AS SHOWNAS SHOWN

C-26

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

5 SCALE: NONE

SOLID SODDING

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

"C"

R R

15025

10 THICK EXPANSION

JOINT W/ SEALER

AC PAVEMENT

NOTE ;

2 SCALE: NONE

CON’C CURB

1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.

INTERVALS (MATCH SIDEWALK)

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT

SECTION MINUS 300.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE

21 MPa AT 28 DAYS.

-26

SCALE: NONE

RESTORATION DETAILS

CAMP CASEY

NOT TO SCALE

MIN

EXPANSION JOINT(TYP)

SUBGRADE

SUBBASE COURSE

EXIST 100THK

SECTION

SEE TYP TRENCH

(BOTH SIDE)

EXIST PCC PAVEMENT

MIN

NEW 300 PCC SURFACE COURSE

THK BASE COURSE

TYP PCC PAVEMENT RESTORATION

RESTORATION DETAILS

REPLACE OIL WATER SEPARATOR

124541

(FEDERAL STANDARD 595a, 30108)

CAST-IN-PLACE

CONC BASE

PAINTED DARK BROWNFNSH GRADE

300 DIA

50mm WIDE STRIPE OF WHITE

REFLECTIVE TAPE

O N

C A

FILLED W/CONC

SCALE: NONE

BOLLARD DETAIL

150mm STEEL PIPE @ 1.0M O.C

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

1 SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

AC PAVEMENT

PRIME COAT

SUB GRADE

EXISTING

PAVEMENT

75MM THK ASPHALTIC CONCRETE

6 SCALE: NONE

SIDEWALK

JOINT

SEALER

JOINT

FILLER

R=3

TYP

PROVIDE EXP JOINTS AT MAX 9.0 MAT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

2A S E C T I O N

EXPANSION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

#8-150X150 WWF

GAS PIPE

SAND

SATISFACTORY

BACKFILL MATERIALS

WARNING TAPE

(YELLOW COLOR WIDTH 150MM)

NOTES:

1. WARNING TAPE MODEL KS-0202150W, SEONGGEON HITECH CO., LTD. (031-777-5080)

CORPORATION OR APPROVED EQUAL.

2. SATISFACTORY MATERIALS COMPRISE ANY MATERIALS CLASSIFIED BY ASTM D2487

AS GW, GP, GM, GP-GM, GW-GM, GC, GP-GC, GM-GC, SW, SP. SATISFACTORY MATERIALS

FOR GRADING COMPRISE STONES LESS THAN 200 MM, EXCEPT FOR FILL MATERIAL

FOR PAVEMENTS WHICH COMPRISE STONES LESS THAN 75 MM IN ANY DIMENSION.

3. THE POLYETHYLENE PIPE(PE) IS SUPPLIED BY 63MM, 90MM, 110MM, 160MM, 400MM

PIPE AND SPIGOT FITTING FOR BUTT FUSION, MANUFACTURED BY PEM KOREA CO., LTD.

OR APPROVED EQUAL.

RESTORE EXIST PAVEMENT AREA OR SOLID SODDING

VAR

V A

D 300

TYPICAL TRENCH SECTION

4 SCALE: NONE

SCALE: NONE

SLPSLP

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

CEMENT FILLER

D13 @ 200

OC, EW

SEE NOTE

SEE

DETAIL

S L

P S

L P

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

EXPANSION JT

@ 15.00m OC

1A 1B

WIDTHD D

GRATING

WIDTH

D T

R E

N C

T H

D13 BAR

@ 200 OC

ANGLE BAR

(SEE TABLE)

013 ANCHOR BAR

WELDED TO ANGLE

@ 600 MAX

D E T A I L

FLAT BAR

GRATE FRAME

CROSS BARS

WELD TO

BEARING BARS

WELDED TO

GRATING FRAME

FIN GR

SEE TABLE

DISCONTINUE

GRATING SEAT

AND 013

LONGITUDINAL

REBARS

13 THK

PREMOLDED

JOINT FILLER

MATERIAL

019 PLAIN BAR DOWEL

400 LONG. ONE END

PAINTED AND OILED

SPACED SAME AS

LONGITUDINAL REBAR

P R

O F

S E C T I O N 1D

STEEL GRATINGS

TYP

NOTE:

STEEL GRATINGS FOR CONCRETE DITCHES SHALL

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

FOR 20-TON DESIGN TRUCK LOAD:

WHEEL LOAD = 79 KN(8.0 TONS).

V A

SCALE: NONE

-27

CON’C STEEL GRATING DITCH

JUNCTION BOX

D300

W I D

T H

I P

D I A

200 WIDTH = PIPE

DIA+300 CONC DITCH

W/ STEEL GRATINGS

GRATING

FRAME

GRATING

FRAME

OPENING TO

BE SAME AS

DITCH CROSS

-SECTION

STEEL GRATINGS

D16 BARS

AROUND PIPE

D300 D13 @ 200mm OC EW

D13 @ 200mm

OC EW

STEEL GRATE

200 WIDTH = PIPE

DIA + 300

125 75

W/ STEEL GRATINGS

CONC DITCHSEE DETAIL

S E

E P

L A

DRAIN PIPE

CULVERT OR

D13 @ 200mm OC EW D13 @ 200mm OC EW

8mmX8mm CROSS BAR

@ 100mm OC

I BAR 75mmX7mmX4mm @ 30mm OC

5mm

L-75mmX75mmX6mm

THK FRAME

ANCHOR D10X150mm

@ 500mm OC

5mm

S E C T I O NP L A N

2A 2C

S E C T I O N 2B 2D

DETAIL

CIVIL

B C D

E F G H

SYMBOL BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CHOE, S M.

AS SHOWNAS SHOWN

C-27

CAMP CASEY

REPLACE OIL WATER SEPARATOR

124541

STEEL GRATING SCHEDULE

B C

ANGLE BAR

L80x80x6

TRENCH WIDTH

CON’C STEEL GRATING DITCH

AND JUNCTION BOX DETAIL

124541-T1

124541-C1

124541-C2

124541-C3

124541-C4

124541-C5

124541-C6

124541-C7

124541-C8

124541-C9

124541-C10

124541-C11

124541-C12

124541-C13

124541-C14

124541-C15

124541-C16

124541-C17

124541-C18

124541-C19

124541-C20

124541-C21

124541-C22

124541-C23

124541-C24

124541-C25

124541-C26

124541-C27

File details come from the government source that posted it. Updated Nov 14, 2017.