B08 Drawings.pdf

1 T - 1

CIVIL

T-1

A

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

DESIGNED 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

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY REPLACEATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

ENVIRONMENT

FORCE PROTECTION

TITLE SHEET - 1

TITLE SHEET - 11 OF 1

PAK, C H

REPAIR PRIMARY AND SECONDARY ROADWAY PAVEMENT

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

FEWR NO. 231059, K-16

231059

PAVEMENT MARKING DETAILS-2 AND SIGN POST DETAIL

WATER COLLETING /FILTERING WELL - NON-POINT POLLUTANT FACILITY

SHADE SHELTER

TYPICAL FIRE HYDRANT W/ GUARD POST AND CON'C DITCH W/ STEEL GRATING

CURB INLET AND SOIL REINFORCED RETAINING WALL

GRANITE FLAGSTONE PAVER AND PRE-CAST STEEL GRATING DITCH

PAVEMENT MARKING DETAILS

RAMP, EPDM, MANHOLE MODIFICATION WATER VALVE BOX AND CARPET SODDING

A/C PAVEMENT, SIDEWALK GRANITE CURB AND TREE PLANTING

UTILITY PLAN-8 AND SCOPE OF WORK

UTILITY PLAN-7 AND SCOPE OF WORK

UTILITY PLAN-6 AND SCOPE OF WORK

UTILITY PLAN-5 AND SCOPE OF WORK

UTILITY PLAN-4 AND SCOPE OF WORK

UTILITY PLAN-3 AND SCOPE OF WORK

UTILITY PLAN-2 AND SCOPE OF WORK

UTILITY PLAN-1 AND SCOPE OF WORK

SITE LAYOUT PLAN-9 AND SCOPE OF WORK

SITE LAYOUT PLAN-8 AND SCOPE OF WORK

SITE LAYOUT PLAN-7 AND SCOPE OF WORK

SITE LAYOUT PLAN-6 AND SCOPE OF WORK

SITE LAYOUT PLAN-5 AND SCOPE OF WORK

SITE LAYOUT PLAN-4 AND SCOPE OF WORK

SITE LAYOUT PLAN-3 AND SCOPE OF WORK

SITE LAYOUT PLAN-2 AND SCOPE OF WORK

SITE LAYOUT PLAN-1 AND SCOPE OF WORK

INDEX PLAN, SPECIFIC NOTES

C-27

C-26

C-25

C-24

C-23

C-22

C-21

C-20

C-19

C-18

C-17

C-16

C-15

C-14

C-13

C-12

C-11

C-10

C-9

C-8

C-7

C-6

C-5

C-4

C-3

C-2

C-1

A .C

S P

S P

T M

H

T O

P

.2

LP

C P

LP

E W

P

S P

E

S P

S M

H

S M

H

T O

P E

L .8

IN

T E

L

.9

O U

T E

L .9

S 200 PVC

300 PVC

200 CI

300 PVC

S 200 PVC

S 200 PVC

A.C.

C B

T M

H

T O

P

.8

C P

S M

H

T O

P E

L .9

IN

T E

L

.7

O U

T E

L .6

S 200 PVC

S

P

V C

S

P

V C

S 150 PVC

S M

H

T O

P E

L .9

IN

T E

L

.3

IN

T E

L

.0

O U

T E

L .9

S 150 PVC

S 150 PVC

S 200

PVC

S

P

V C

S M

H

T O

P E

L .2

IN

T E

L

.1

IN

T E

L

.7 .6

IN

T E

L

.2

IN

T E

L

.8

O U

T E

L .8

S -0

F F

E

.6

TR

TR

C

S

S

D D

C B

CB

E

S S

S

C

W

D

S S

W x

G

S

-6

300 PVC

D

CIVIL

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

NN

450 450

-6

2-450

-6

-6

450450

-6

-6

-6

-4

H A

N D

R A

IL

A .C

B O

A R

D S

IG

N

B O

L L

A R

D

T R

A S

H

C O

N T

A

IN

E R B

O X

B O

A R

D S

T -1

F F

E

.9

C O

N T

A

IN

E R B

O X

A .C

S -1

F F

E

.8

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

S T

E E

L P

L A

T E P

A V

E M

E N

T

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

A

IR

P L

A N

E H

A N

G A

R

A

IR

P L

A N

E H

A N

G A

R

E1

E1

E3

E3 E4

E4

E2

E2

B O

A R

D S

H .3

.9

B H .4

.7

B H .1

.8

B H .2

.8

F F

E

.3

T R

A S

H

T R

A S

H

A .C

C O

N T

A

IN

E R B

O X

P -0

F F

E

.3

HANDRAIL

CONTAINER BOXS

P

F F

E

.3

F F

E

.6

A .C

S P

S P

A .C

F F

E

.4

F F

E

.2

G A

Z E

B O

S P

S

PS

P

S P

S P

S P

S P

K E

R

F F

E

.7

A .C

S P

S P

S P

B U

S

A .C

S -0

F F

E

.9

T -0

F F

E

.0

S -0

F F

E

.7

S P

S P

S P

S -0

F F

E

.7

S -9

F F

E

.1

A .C

S P

S -0

F F

E

.0

S P

S P

S

PG

A Z

E B

O

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N S

E N

T

T -0

F F

E

.6

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

UNK1UNK2UNK3UNK4UNK5UNK6UNK7UNK8UNK9UNK10UNK11UNK12

U N

K

U N

K

U N

K

UNK16

UNK17

UNK1

PVC

S -0

ACC

A C

C

9 1

WALL W/FENCE

GRASS

ACC

KEPCO

SUB-

STATION

WALL W/FFENCE

3 510

SEWAGE

LIFT

STATION

W A

L L W /F

E N

C E

WALL W/FENCE

RETAINING WALL

SEWAGE

TREATMENT

PLANT

WALL W/FENCE

WALL W/FENCE

6356 357

COMMISSARY

W A

L L W /F

E N

C E

S-61

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

S

A R

D

B O

L L

A R

D

C P

W P

W P

W P

W P

C P

C P

C P

C P

C P

C P

C P

0.6M W CONC DITCH W/

STEEL GRATINGS

0.6M W CONC DITCH W/

STEEL GRATINGS

0.6M W CONC DITCH W/

STEEL GRATINGS

0.6M W CONC DITCH W/

STEEL GRATINGS

W P

C P

C

PC

P

C P

C P

LP

LP

E

E

C P

C P

C P

SV

LP

C P

LPLP

LP

C P

C P

C P

C P

C P

S P

LPLPLP

C P

E

C P

S P

S P

S P

E E

C P

C P

LP

W

WW

S P

LP

LP LP

LP

C

P

LP

W

T O

P

.2

G M

H

SV

C P

S

PS

P

C P

C

PSV

S P

S P

C P

S P

S P

K E

R

C P

C P

C P

C P

SV

C P C P

C P C P

C P

C P

C P

C P

C P

LP

LP

LPLP

LP

LP

C P

C P

LPLP

E

LP

S

P

LP

ELP

LP

C P

LP

LP

LP

LP

LP

LP

C P

S P

S P

E W

P

S P

S P

LP

C P

E

S P

T O

P

.8

G M

H

SV

SV

SV SV

S P

T O

P

.4

G M

H

SV

T O

P

.2

G M

H

SV

T O

P

.0

G M

H

SV

T O

P

.7

G M

H

SV

T O

P

.6

G M

H

SV

S P

W

C P

LP

LP

O P

E N C

O N

C D

IT

C H

0.45M W CONC DITCH W/

STEEL GRATINGS

0.

M W C

O N C D

IT

C H W

S

TE

E L

G R

A

TI

N G S

S P

T O

P

.6

G M

H

SV

.3

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

S P

LP

O W

S

PI

V

PI

V

PI

V

PI

V

PI

V

C B

.5

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

0.45M W CONC DITCH W/

STEEL GRATINGS

.7

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

W

C P

C P

C

PC

P

C P

C P

C P

G

S

C I

200 CI

P

V C

0 P

VC

200 CI

200 CI

300 PVC

300 PVC

100PVC

300 PVC

PVC

200 PVC

P

V C

PVC

200 PVC

200 CI

TRASH

P

S P

LP

C P

LP

C P

C P

C P

LP

C P

C P

0.3M W CONC DITCH W/

STEEL GRATINGS

0.3M W CONC DITCH W/

STEEL GRATINGS

S -0

F F

E

.2

A.C.

C B

.6

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

E

P A

R K

IN

G B

U

IL

D

IN

G

F F

E

.9

S P

S P

S P

C B

T R

A

0.30M W CONC DITCH W/

STEEL GRATINGS

S -0

F F

E

.6

W

W

B E

L L

REINFORCED RETAINING WALL

P

V C

0 P

VC

C O

N T

A

IN

E R B

O X

S -5

T -5

-5

C O

N T

A

IN

E R B

O X

C P

S -5

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

S -5

C O

N T

A

IN

E R B

O X

S

T O

R E

Y

REINFORCED RETAINING WALL

AC

S

W

S

C C

S

S S

S

S D

C

C

S

S

S

D

S S

C

S

S

C

S S

C

C

S

S

D

E

C

C

E

D

D

S

S

S

S

C

S

D

C

C

C

C

C

E

S

C C

S

S

S

S

SS

S

S S

S S

S

S

S

S

S

D

S

C

E

C

D

S

E

S

C

C

C C

E

E E

C

E

C

S

D

D

S

D

S

C B

C B

C B

C B

C B

C B

CB

C B

CB

CB

C B

C B

CB CB

CBCB

C B

C B

CB

CB

CB

C

BC

B

C B

CB

CB

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

CB CB CB CB

C B

CB

C B

C B

C B

S

S

D

E

E

E

C

E

C

E

S

S S

S S

S S

S

D

E

C B

C B

S

S

S

S

S

S

S

S

S

S

S

D

S

S S

S

S

S S S

C

C B

C B

C B

C B

C B

C B

C B

S S

S

S

S

C B

C B

C B

S

C B

C B

E

C B

S S

C

BE

D D

S

CB

CB

CB

CB

CB

S

C

C B

C B

C B

S S

S

S

S

S S

S

C C

W

W

W

W

E

C B

CB

S S

S

W

W W

D

D D

C

W

D

C

C

E

E

E

E

C

W

S

W

S S

S

C C

C

W

C B

S -0

S -0

P -0

P -0

S -0

S -0

S -0

S -0

P -0

P -0

W

S-0322

BUS STATION

B

SHADE SHELTER

TRASH BIN

SHADE SHELTER

13.74

3.4

R

R

R

R

R

2.

R

.9

.9

.9

.9

.9

.9

.7

.6

.3

.4

.7

.9

.9

.3

.4

.3

4 2 .3

.3

.3

.1

.3

.0

.1

.1

.1

.1

.9

.1

.1

.1

.1

.3

S

.3

S

W

.8

.7

.6

.3

.7

.6

.4

.4

.2

.3

.3

.2

.4

.5

.6

.5

.5

.5

.5

.4

.5

.6

.2

.7

.2

C P

C P

O U

T E

L

IN

T E

O

P E

L .6

S M

H

.7

.8

.8

.6

.3

.4

.8

.8

.8

.8

.3

.3

.7

C P

C B

C B

C B

D

0.9 0.9

0.9

0.9

F F

E

.9

.5

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

D 500 CP

D 500 CP

C B

C B

LPLP

S C

B

S

C B

D

C B

C B

C B

S -2

T -2

NN

0.5

0.5

0.4

E X

IS

T

R

E T

A

IN

G

L L

E X

IS

T

B

Q

R

IL

L

A

D

A D

E

S

H E L T E

R

EVERY 5 LM

MAKE DRANAGE HOLE

EVERY 5 LM

MAKE DRANAGE HOLE

5.0

AC

SCALE: 1 / 1800

INDEX PLAN

1:1800

0 80M604020

C-1

C-2C-3C-4C-5

C-6C-7C-8C-9

C-10 C-11C-12C-13C-14

C-15C-16C-17C-18

PAK, C H.

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

231059

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND SOLID SODDED.

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

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

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

TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

OF THE CONSTRUCTION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT

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

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

EXPENSE TO CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

A CLEAN CONDITION ACCEPTABLE TO COR.

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

INDEX PLAN, SPECIFIC NOTES

EVEN GROUND LEVEL.

11. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

ENTIRE STORM DRAINAGE SYSTEM PLAN.

10. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

9. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

8. ALL NEW PARKING SPACE SHALL BE INSTALLED WHEEL STOOPERS.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA

IF ROAD WIDE IS MORE THAN 6.8 LM.

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

SPECIFIC NOTE:

CB CB CB

CB CB CB

CB

CB CB CB

CB

CB CB CB CB CB

D

D

D

D D D D

DD

DD

D

D

D

D

D

DDDDDDDDDDDDDDDDD

D D D D D D D D D D D D D D D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

SCOPE OF WORK

A=2157 SM

L=230 LM

A=48 SM

.8

.7

.6

.3

.7

.6

.4

.4

.2

.3

.3

.2

.4

.5

.6

.5

.5

.5

.5

.4

.5

.6

.2

.7

.8

.8

.6

.3

.4

.8

.8

.8

.8

.3

.3

.7

H A

N D

R A

IL

A .C

B O

L L

A R

D

T R

A S

H

C O

N T

A

IN

E R B

O X

B O

A R

D S

F F

E

.9

C O

N T

A

IN

E R B

O X

A .C

S -1

F F

E

.8

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

S T

E E

L P

L A

T E P

A V

E M

E N

T

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

A

IR

P L

A N

E H

A N

G A

R

A

IR

P L

A N

E H

A N

G A

R

E3

B H .4

.7

B H .1

.8

HANDRAIL

CONTAINER BOX

C P

W P

W P

W P

W P

C P

C P

C P

C P

C P

C P

C P

G

C P

C P

C

C

C

S

S S

S

S

C

C

S

S

C B

D

S -0

C P

C P

O U

T E

T E

O

P E

L .6

S M

H

C P

3.0

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

L=320 LM

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=397 SM

A=256 SM

3.0

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

1.

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

3.03.0

A=177 SM

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

5 7

4 5 7

6 612 1212

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

EXIST EPDMEXIST EPDM

5 EA

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

SITE LAYOUT PLAN - 1

C-2

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

19 -19

2 4

5. RESTORE PAINTING ROAD.

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

-20

7. REPAIR 20MM H EPDM ON NEW SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

231059

6. RESTORE CARPET SODDING.

AND SCOPE OF WORK

SITE LAYOUT PLAN - 1

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

CB CBCB CB CB

D D D D D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

S P

F F

E

.6

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

252240

W P

S V

C P

C P

C P

C P

C P

S P

E

C B

S

S

S

S

S -0

12.46

11.32

R

R

2.

R

.9

.9

.9

.9

.9

.9

.7

.6

.3

.4

.7

.9

.9

.3

.4

.3

4 2 .3

.3

.3

.1

.3

.0

.1

.1

.1

.9

.1

.1

.1

.1

.3

S

.3

S

W

.2

.7

R

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

L=459 LM

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

L=369 LM

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=750 SM

A=297 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

A=306 SM

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

A=5233 SM

14 REPLACE EXIST BUS STATION W/ NEW 1 EA

15 REPLACE EXIST SHED SHELTER W/ NEW

64 64

0.9M W STEEL GRATING COVERED DITCH

REPLACE EXIST OPEN STONE DITCH W/

2.0

1.6

1 1

REMOVE 3EA EXIST SURFACE INLET

EXIST EPDM EXIST EPDM

A=118 SM

3 3 3

6 EA

1.6

17 REPLACE SOIL REINFORCED RETAINING WALL L=23 LM

EXIST TURF AREA

NEW PAVED AREA

NEW PAVED AREA

EXIST ELEC PANEL

SITE LAYOUT PLAN - 2

C-3

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

-20

7. REPAIR 20MM H EPDM ON NEW SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

-23

8. REPLACE SOIL REINFORCED RETAINING WALL.

231059

6. RESTORE CARPET SODDING.

AND SCOPE OF WORK

SITE LAYOUT PLAN - 2

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

CB CB CB

CB CB CB

CB

CB

S P

A .C

F F

E

.4

F F

E

.2

S

PS

P

S

A R

D

S

A R

D

C P

S P

S P

E E

L P

W

W

S V

S V

S V

W

S V

S V

L P

W

S V

C P

S

PS

P

C P

S V

W

E

E

E

C

C

D

S

S

D

C

C

D

C B C

B C B

C B

C B

C B

C B

S S

S

W

W W

D

D D

C

W

P -0

P -0

BUS STATION

TRASH BIN

C B

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

L=299 LM

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

L=324 LM

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=279 SM

A=262 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

A=839 SM

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

A=6394 SM

14 1 EA

15 REPLACE EXIST SHED SHELTER W/ NEW

0.9M W STEEL GRATING COVERED DITCH

REPLACE EXIST OPEN STONE DITCH W/

A=90 SM

1 1

REPLACE/RELOCATE EXIST BUS STATION W/ NEW

1.2

44 5 7 4 5 7

1 EA

1.2

7 EA

EXIST PCC AREA

SHELTER

SHADE

SITE LAYOUT PLAN - 3

C-4

EXIST SWING GATE

EXIST STEEL GRATING DITCH

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

-20

7. REPAIR 20MM H EPDM ON NEW SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

-25

8. REPLACE EXIST SHED SHELTER W/ NEW.

231059

6. RESTORE CARPET SODDING.

AND SCOPE OF WORK

SITE LAYOUT PLAN - 3

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

17 REPLACE/RELOCATE HYDRANT INCL GUARD POST

18 MODIFY WATER GATE VALVE BOX

2-450

S P

S P

S P

S P

K E

R

356 357

C P

S V

S P

S P

C P

S P

S P

K E

R

C P

C P

C P

S V

C P

S V

S V

S V

C P

C

PC

P

C P

C P

C

C

E

S S

S

SHADE SHELTER

EXIST STEEL GRATING DITCH

A=7695 SM

A=452 SM

A=188 SM

A=96 SM

CURB EVERY 5 LM

MAKE DRANAGE HOLE AT GRANITE

CURB EVERY 5 LM

MAKE DRANAGE HOLE AT GRANITE

1 EA

4 6

3 EA

L=427 LM

L=206 LM

A=97 SM

4 6

4 5 74 5 7

12 12

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

C-5

SITE LAYOUT PLAN - 4

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

-20

7. REPAIR 20MM H EPDM ON NEW SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

-25

8. REPLACE EXIST SHED SHELTER W/ NEW.

231059

6. RESTORE CARPET SODDING.

AND SCOPE OF WORK

SITE LAYOUT PLAN - 4

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

D D D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

T R

A S

H

C P

C

PC

P

L P

E

S V

L P

C P

.5

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

C

S

D

C

C

C B

C B

C B

C B

C B

C B

C B

C B

C B

S

S

S

S S

S -0

S -0

R

3.0

3.0

F F

E

.9

.5

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

0 REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

A=2017 SM

L=322 LM

A=77 SM

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=392 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

A=528 SM

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

1.2

SITE LAYOUT PLAN - 5

C-6

4 EA

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

6. PLANT CHERRY BLOSSOM TREES AND SODDING. -

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

19 20

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

231059

AND SCOPE OF WORK

SITE LAYOUT PLAN - 5

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

D

DD

DD

D

D

D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

CP CASEY

REPAIR ROAD NEAR MAUDE HALL

T R

A S

H

A .C

C O

N T

A

IN

E R B

O X

P -0

F F

E

.3

F F

E

.3

G A

Z E

B O

COMMISSARY

C P

C P

L P

E

L P

L P

L P

L P

L P

C P

E

C P

C P

T O

P

.8

G M

H

S V

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

0.45M W CONC DITCH W/

STEEL GRATINGS

C I

CS

S S

C

C

C

S

D

E

C

C

C

S

C B

C B

C B

C B

C B

S

S

S

C B

C B

C B

S S

S

S

S

C B

C B

C B

S W

C B

L P

S S

C B

C B

C B

C B

S -2

T -2

1.6

1.6

1.4

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=824 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

A=6027 SM

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

A=147 SM

2 2 2

23 3 3 3 3 3 3

L=1030 LM

4 64 64 64 6

6 4

6 4

6 4

12 EA

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

A=1199 SM

SITE LAYOUT PLAN - 6

C-7

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

6. PLANT CHERRY BLOSSOM TREES AND SODDING. -

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

19 20

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

231059

AND SCOPE OF WORK

SITE LAYOUT PLAN - 6

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

DDDDDDD

.C

S P

S P

S P

S V

S V

S V S V

S P

L P

L P

L P

L P

C P

IV

P

V C

200 CI

C P

S

D

S

S

C

S

C

S

S

C B

C B

C B

C B

C B

C B

C B

C B

S

S

P-0212

S -0

P

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=630 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

A=5798 SM

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

A=151 SM

L=1191 LM

11 EA

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

EXIST PCC AREA

23 323 323 3

C B

1.4 SS

SLOPE

2 3

3 3

17 GRANITE FLAGSTONES PAVER FOR DET A=267 SM

4 6

1212 12 12

4 6

6 6 4

4 64 6

A=2393 SM

SITE LAYOUT PLAN - 7

C-8

5.0

EVERY 5 LM

MAKE DRANAGE HOLE

18 AC SURFACE COURSE

MILL/OVERAY 50MM THK EXIST PCC SURFACE W/

A=434 SM

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

1.8

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

6. PLANT CHERRY BLOSSOM TREES AND SODDING. -

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

19 20

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

7. GRANITE FLAGSTONES PAVER FOR DET.

-22

231059

AND SCOPE OF WORK

SITE LAYOUT PLAN - 7

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

L P

E

S P

S V

S M

H

300 PVC

300 PVC

S 200 PVC

C B

S 150 PVC

S 150 PVC

S -0

TR

C

E

S S S P

C P

L P

E W

P

S P

S M

H

T O

P E

L .8

IN

T E

L

.9

O U

T E

L .9

T M

H

T O

P

.8

C P

S 200 PVC

S

P

V C

S

P

V C

TR

S

D

E

D

S S

C

S

W x

G

S

-6

300 PVC

D

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

SITE LAYOUT PLAN - 8

C-9

-6

-6

450450

A .C

S P

S P

S P

B U

S

S -0

F F

E

.9

T -0

F F

E

.0

S P

S P

KEPCO

SUB-

STATION

L P

L P

C P

L P

L P

E

L P

S P

L P

EL

P

L P

C P

L P

L P

L P

L P

L P

S P

S P

S P

L P

C P

S P

S V

O

300 PVC

P

S P

L P

L P

C P

S -0

F F

E

.2

.6

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

C C

S

S

C

C

S

C

E

C

D D

S

C B

C B

C B

C B C B

C B

C B

C B

C B

C B

C B

C

BC

B

C B

C B

E

C B

S S

C

BE

D D

S

C B

C B

C B

C B

C B

W

W

S -0

EXIST PCC AREA

EVERY 5 LM

MAKE DRANAGE HOLE

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

A=224 SM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

A=4019 SM

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

A=23 SM

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

17 GRANITE FLAGSTONES PAVER FOR DET

18 AC SURFACE COURSE

MILL/OVERAY 50MM THK EXIST PCC SURFACE W/

A=592 SM

4 6 2

18 6

L=545 LM

3 EA

1.01.0

1.0

A=228 SM

1.0

A .C

S -0

L P

E W

P

C P D

S

E

C

D C

B

S S

S

C C

S

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

19 -19

2 4

5. RESTORE PAINTING ROAD.

6. PLANT CHERRY BLOSSOM TREES AND SODDING. -

4. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

19 20

3. REPLACE RAMP ON NEW CON'C SIDEWALK.

2. REPLACE AC PAVEMENT W/ SUB & BASECOURSE.

7. GRANITE FLAGSTONES PAVER FOR DET.

-22

231059

EXIST PARKING LOTS

AND SCOPE OF WORK

SITE LAYOUT PLAN - 8

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

DDD

S -0

F F

E

.0

S

A R

D

C P

C P

C P

C P

S P

T O

P

.6

G M

H

S V

P

IV

0 P

VC

0 P

VC

C O

N T

A

IN

E R B

O X

S -5

T -5

-5

C O

N T

A

IN

E R B

O X

C P

S -5

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

S -5

S V

S V

S V

C O

N T

A

IN

E R B

O X

S

S

S S

C B

C B

C B

D

W

S

W

S S

S C

C

W

C B

D 500 CP

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

17 REPLACE/RELOCATE HYDRANT INCL GUARD POST

18 MODIFY WATER GATE VALVE BOX

A=4051 SM

A=30 SM

L=20 LM

T

4 EA

SITE LAYOUT PLAN - 9

SITE LAYOUT PLAN - 9

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

C-10

SCOPE OF WORK

19 -19

2 4

3. RESTORE PAINTING ROAD.

2. REPLACE / EXTEND SIDEWALK W/ GRANITE CURB.

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE.

4. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

231059

HANDICAP SIGN POST.

7. CONTACTOR SHALL PAINT SIDE LINE ON ALL NEW PAVED AREA ICL

IF ROAD WIDE IS MORE THAN 6.8 LM

6. CONTACTOR SHALL PAINT CENTER LINE ON NEW PAVEMENT AREA,

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

5. REPAIR BY REPLACEMENT OF TOTAL 200EA CHERRY BLOSSOM.

4. CONTACTOR SHALL RESTORE PAINTING ON NEW PAVED AREA

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

PAVEMENT AREA.

2. CONTACTOR SHALL MATCH FINAL GROUND LEVEL WITH TBM, EXISTING-

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

EXTEND AC PAVEMENT W/ SUB & BASECOURSE

H A

N D

R A

IL

A .C

B O

A R

D S

L L

A R

D

T R

A S

H

C O

N T

A

IN

E R B

O X

B O

A R

D S

F F

E

.9

C O

N T

A

IN

E R B

O X

A .C

S -1

F F

E

.8

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

S T

E E

L P

L A

T E P

A V

E M

E N

T

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

A

IR

P L

A N

E H

A N

G A

R

A

IR

P L

A N

E H

A N

G A

R

E3

B H .4

.7

B H .1

.8

HANDRAIL

CONTAINER BOX

C P

W P

W P

W P

W P

C P

C P

C P

C P

C P

C P

C P

G

C P

C P

C

C

C

S

S S

S

S

C

C

C

S

S

C B

D

S -0

C P

C P

O U

T E

T E

O

P E

L .6

S M

H

C P

0.6

1.6M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

0.6

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

PLANT CHERRY BLOSSOM

30.030.030.0 31.0

6 EAREPAIR 1.0X1.0M W MANHOLE W/ CURB INLET

L=156 LM

0.30.30.30.6

L=3 LM

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

L=50 LM

2 EA

EXIST ELEC PANEL

REPLACE RAMP ON NEW CON'C SIDEWALK

17 2 EA

REPLACE/RELOCATE HYDRANT INCL GUARD POST

8 8 8

18 2 EA

18 18

REPLACE WATER COLLECTING / FILTERING WELL

UTILITY PLAN - 1

C-11

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

PLANT Q'TY

1. PLANTS

10 - P. Y. (1)

PLANT SCHEDULE NO.

BOTANICAL NAME

BREAST (B) : (CM)

2. HEIGHT (H) : (M)

PLANT SCHEDULE;

NO

1.

SYMBOL

P. Y.

BOTANICAL NAME

PRUNUS YEDOENSIS

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.0X 10 H B

TOTAL

75 EA

75 EA

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

3. PLANT CHERRY BLOSSOM TREES AND SODDING. --

19 20

W/ ANGLE AND STEEL GRATING.

4. REPLACE EXIST SWALE W/ 0.4M W PRE-CAST CON'C DITCH

-22

5. REPLACE/RELOCATE HYDRANT INCL GUARD POST. -24

6. REPLACE WATER COLLECTING / FILTERING WELL

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

-26

231059

AND SCOPE OF WORK

UTILITY PLAN - 1

CB CBCB CB CB

D

D D D D D

S P

F F

E

.6

C O

N T

A

IN

E R B

O X

C O

N T

A

IN

E R B

O X

W P

S V

C P

C P

C P

C P

C P

S P

S V

E

C B

S

S

S

S

S -0

12.46

11.32

R

R 2

R

2.

R

.9

.9

.9

.9

.9

.9

.7

.6

.3

.4

.7

.9

.9

.3

.4

.3

4 2 .3

.3

.3

.1

.3

.0

.1

.1

.1

.1

.9

.1

.1

.1

.1

.3

S

.3

S

W

.2

.7

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

0.9M W STEEL GRATING COVERED DITCH

REPLACE EXIST OPEN STONE DITCH W/

L=16 LM

REMOVE 3EA EXIST SURFACE INLET

L=193 LM

L=3 LM

6 EA

30.0 30.0 30.0 30.0 29.0

8 8 8

S

S

17 REPLACE/RELOCATE HYDRANT INCL GUARD POST

EXIST ELEC PANEL

3 EA

UTILITY PLAN - 2

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

C-12

PLANT Q'TY

1. PLANTS

10 - P. Y. (1)

PLANT SCHEDULE NO.

BOTANICAL NAME

BREAST (B) : (CM)

2. HEIGHT (H) : (M)

PLANT SCHEDULE;

NO

1.

SYMBOL

P. Y.

BOTANICAL NAME

PRUNUS YEDOENSIS

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.0X 10 H B

TOTAL

100 EA

100 EA

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

3. PLANT CHERRY BLOSSOM TREES AND SODDING. --

19 20

W/ ANGLE AND STEEL GRATING.

4. REPLACE EXIST SWALE W/ 0.4M W PRE-CAST CON'C DITCH

-24

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

231059

AND SCOPE OF WORK

UTILITY PLAN - 2

CB CB CB

CB CB CB

CB

CB

D D D D D D

S P

A .C

F F

E

.2

S

PS

P

C P

S P

S P

E E

L P

W

S V

S V

S V

W

S V

S V

L P

W

S V

C P

S

PS

P

C P

S V

W

E

E

E

C

C

D

S

S

D

C

C

D

C B C

B C B

C B

C B

C B

C B

S S

S W

W

W

D

D D

C

W

P -0

P -0

BUS STATION

SHADE SHELTER

TRASH BIN

C B

C B

C B

D

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

REMOVE 1EA EXIST SURFACE INLET

L=193 LM

L=3 LM

6 EA

30.035.025.031.519.0

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

EXIST PCC AREA

C B

C B

17 REPLACE/RELOCATE HYDRANT INCL GUARD POST

1 EA

E

S

T

W

W

W

T

18 6 EA

MODIFY WATER GATE VALVE BOX

16 EA

PLANT Q'TY

1. PLANTS

10 - P. Y. (1)

PLANT SCHEDULE NO.

BOTANICAL NAME

BREAST (B) : (CM)

2. HEIGHT (H) : (M)

PLANT SCHEDULE;

NO

1.

SYMBOL

P. Y.

BOTANICAL NAME

PRUNUS YEDOENSIS

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.0X 10 H B

TOTAL

25 EA

25 EA

UTILITY PLAN - 3

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

C-13

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

3. PLANT CHERRY BLOSSOM TREES AND SODDING. --

19 20

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

4. REPLACE/RELOCATE HYDRANT INCL GUARD POST. -24

-20

5. MODIFY WATER GATE VALVE BOX.

231059

AND SCOPE OF WORK

UTILITY PLAN - 3

D D D D D D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

L=92 LM

L=1 LM

3 EA

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

17 REPLACE/RELOCATE HYDRANT INCL GUARD POST 1 EA

18 MODIFY WATER GATE VALVE BOX

2-450

S P

S P

S P

S P

K E

R

356 357

C P

S V

S P

S P

C P

S P

S P

K E

R

C P

C P

C P

S V

C P

S V

S V

S V

C P

C

PC

P

C P

C P

C

C

E

S S

S

SHADE SHELTER

EVERY 5 LM

MAKE DRANAGE HOLE

EVERY 5 LM

MAKE DRANAGE HOLE

EXIST STEEL GRATING DITCH

T

2 EA

8 8

UTILITY PLAN - 4

C-14

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

3. REPLACE/RELOCATE HYDRANT INCL GUARD POST. -24

231059

AND SCOPE OF WORK

UTILITY PLAN - 4

D D D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

F F

E

.3

T R

A S

H

C P

C

PC

P

L P

E

S V

L P

C

S

D

C

C

C B

C B

C B

C B

C B

C B

C B

C B

C B

S

S

S

S S

S -0

S -0

R

3.0

3.0

L=212 LM

L=27 LM

10 EA

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

L=50 LM

2 EA

UTILITY PLAN - 5

C-15

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

W/ ANGLE AND STEEL GRATING.

3. REPLACE EXIST SWALE W/ 0.4M W PRE-CAST CON'C DITCH

-24

231059

AND SCOPE OF WORK

UTILITY PLAN - 5

D

DD

DD

D

D

D

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

T R

A S

H

A .C

C O

N T

A

IN

E R B

O X

P -0

F F

E

.3

F F

E

.3

G A

Z E

B O

COMMISSARY

C P

C P

L P

E

L P

L P

L P

L P

L P

C P

E

C P

C P

T O

P

.8

G M

H

S V

.4

M W C

O N

C D

IT

C H W

S T

E E

L G

R A

T

IN

G S

0.45M W CONC DITCH W/

STEEL GRATINGS

C

CS

S S

C

C

C

C

S

D

E

C

C

C

S

C B

C B

C B

C B

S

S

S

C B

C B

C B

S S

S

S

S

C B

C B

C B

S W

C B

L P

S C

B

C B

C B

C B

S -2

T -2

30.0 30.0 38.0 22.014.0 16.0

8 EA

L=191 LM

63.0 22.0

L=85 LM

89 9

REPLACE/RELOCATE HYDRANT INCL GUARD POST17 1 EA

S

7 EA

UTILITY PLAN - 6

C-16

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

W/ ANGLE AND STEEL GRATING.

3. REPLACE EXIST SWALE W/ 0.4M W PRE-CAST CON'C DITCH

-22

4. REPLACE/RELOCATE HYDRANT INCL GUARD POST. -24

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2. CONTRACTOR SHALL REPLACE WATER COLLECTION WELL AS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

1. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

NOTE:

231059

AND SCOPE OF WORK

UTILITY PLAN - 6

DDDDDDD

T

D

L=51 LM

A

B C D

E F G H

SYMBOL BY

DESIGNED 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

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE 1:250

1:250

0 20M15105

CIVIL

PAK, C H.

AS SHOWN

REPAIR / MAINTENANCE WORK

SCOPE OF WORK

QUANTITYD E S C R I P T I O NITEM NO

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

REPAIR 20MM H EPDM ON NEW SIDEWALK

OF NEW CON'C SIDEWALK

REPAIR 10MM W GRANITE CURB AT BOTHSIDES

REPLACE CON'C CURB W/ 20MM W GRANITE

REPAIR/EXTEND 600MM RCP FOR DRAINAGE SYSTEM

REPAIR/EXTEND 300MM RCP FOR DRAINAGE SYSTEM

MODIFY EXIST MANHOLES

RESTORE CARPET SODDING

REPAIR 1.0X1.0M W CURB INLET

PLANT CHERRY BLOSSOM

REPLACE RAMP ON NEW CON'C SIDEWALK

REPLACE AC PAVEMENT W/ SUB & BASECOURSE

1.6/1.2M W CON'C NEW

REPLACE/RELOCATE EXIST SIDEWALK W/

14 REPLACE EXIST BUS STATION W/ NEW

15 REPLACE EXIST SHED SHELTER W/ NEW

CON'C DITCH W/ ANGLE AND STEEL GRATING

REPLACE EXIST SWALE W/ 0.4M W PRE-CAST

L=51 LM

17 GRANITE FLAGSTONES PAVER FOR DET

1616 9

450450

F F

E

.6

A .C

S P

S P

S -0

F F

E

.7

S

A R

D

S P

S V

S V

S V S V

S P

L P

L P

L P

L P

C P

S V

P

V C

200 CI

C P

S

D

S

S

C

S

C

S

S

C B

C B

C B

C B

C B

C B

C B

C B

S

S

P -0

S -0

P

7 EA

S

11 EA

L=193 LM

EXIST PCC AREA

5.0

EVERY 5 LM

MAKE DRANAGE HOLE

28.0 30.0 30.0 19.0 30.0 16.519.14

UTILITY PLAN - 7

C-17

ROADWAY PAVEMENT, K-16

REPAIR PRIMARY AND SECONDARY

SCOPE OF WORK

-23

2. MODIFY EXIST MANHOLES TO MEET NEW PAVEMENT LEVEL

-20

1. REPAIR 1.0X1.0M W MANHOLE W/ CURB INLET.

W/ ANGLE AND STEEL GRATING.

3. REPLACE EXIST SWALE W/ 0.4M W PRE-CAST CON'C DITCH

-22

EVEN GROUND LEVEL.

5. CONTACTOR SHALL REQUIRE TO FILL UP EXIST SWALE TO MAKE

4. CONTRACTOR SHALL COORDINATE WITH COR FOR TREE TRANSPLANT.

ENTIRE STORM DRAINAGE SYSTEM PLAN.

3. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR-

PRE-CAST CON'C STRUCTURE FOR SAFETY AND QUALITY CONTROL.

NON-POINT POLLUTANT FACILITY. ALSO SHALL PROVIDE

2.…