DESC1708_RTA_Drawings_2-27-17.pdf

MCAS IWAKUNI, JAPAN

DESC1708

DATE

DATE

VICINITY MAP

CONSTRUCT TRUCK FUEL

OFFLOAD AND LOAD FACILITIES

OKINAWA

IWO JIMA

YOKOSUKA NB

IKEGO

NAF ATSUGI

YOKOTA AB

MISAWA AB

HOKKAIDO

CAMP ZAMA

SAGAMIHARA HOUSING AREA

SAGAMI GENERAL DEPOT

CAMP FUJI

MCAS IWAKUNI

SASEBO NB

KYUSHU

SHIKOKU

PREPARED BY U.S. ARMY CORPS OF ENGINEERS

JAPAN ENGINEER DISTRICT

US Army Corps of Engineers

Japan Engineer District

THIS PROJECT WAS REVIEWED BY JAPAN DISTRICT OF THE U.S ARMY CORPS OF

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE DOCUMENTS WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

SHEET

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G-001

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M J D

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FEBRUARY 8, 2017

CHIEF, ENGINEERING BRANCH

2-8-2017

STEVEN D. CARTER

CHIEF, ENGINEERING BRANCH

MARK C. JONES

SHEET

IDENTIFICATION

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SHEET LIST TABLE

Sheet

Number

Sheet

Title

Sheet Description

01 G-001 COVER SHEET

02 G-002 INDEX OF DRAWINGS

03 G-003 PROJECT LOCATION AND VICINITY MAP

04 B-101 BORING LOCATION PLAN AND SOIL BORING DATA-1

05 B-102 BORING LOCATION PLAN AND SOIL BORING DATA-2

06 C-001 GENERAL CONSTRUCTION NOTES

07 CD-101 REMOVAL PLAN-1

08 CD-102 REMOVAL PLAN-2

09 CD-103 REMOVAL PLAN-3

10 C-101 SITE PLAN-1

11 C-102 SITE PLAN-2

12 CG-101 GRADING PLAN-1

13 CG-102 GRADING PLAN-2

14 CG-103 GRADING PLAN-3

15 CU-101 DRAINAGE/UTILITIES PLAN-1

16 CU-102 DRAINAGE/UTILITIES PLAN-2

17 C-301 SECTIONS-1

18 C-302 SECTIONS-2

19 C-303

DRAINAGE LINE-1, 2, 3, AND 4 PROFILES

20 C-304 DRAINAGE LINE-5 PROFILE AND WATER LINE PROFILE

21 C-501 PAVEMENT JOINT PLAN-1 AND 2

22 C-502 MISCELLANEOUS DETAILS-1

23 C-503 MISCELLANEOUS DETAILS-2

24 C-504 TURNSTILE DETAIL

25 C-505 SLIDING GATE DETAIL

26 C-506

CHAIN-LINK SECURITY FENCE DETAIL (TYPE A)

27 C-507

CHAIN-LINK SECURITY FENCE DETAIL (TYPE B)

28 C-508 CHAIN-LINK SECURITY FENCE GATE DETAILS

29 C-509 DOUBLE CABLE BARRIER DETAILS

30 C-510 MISCELLANEOUS DETAILS-3

31 C-511 MISCELLANEOUS DETAILS-4

32 C-512 OIL/WATER SEPARATOR DETAIL

33 C-513 MISCELLANEOUS DETAILS-5

34 C-514 REMOTE SPILL CONTAINMENT BASIN DETAIL

35 C-515 HANDRAILING DETAILS

36 S-001 GENERAL NOTES

37 S-002 STRUCTURAL STANDARD DETAILS ABBREVIATION

38 S-003 LOCATION OF BORING 1 FOR OFFLOAD CANOPY AREA B1 SOIL BORING DATA AND PILE LENGTH

39 S-004 LOCATION OF BORING 4 FOR FILLSTAND CANOPY AREA B4 SOIL BORING DATA AND PILE LENGTH

40 S-101 EXISTING 1ST FLOOR AND ROOF PLAN AND WEST SIDE ELEVATION WITH FOUNDATION

41 S-102 OFFLOAD CANOPY PILING & PILE CAP PLAN OFFLOAD CANOPY FLOOR & FOUNDATION PLAN

42 S-103

2115 NEW 1ST FLOOR AND EXISTING ROOF PLAN AND NEW 2115 WEST SIDE ELEVATION WITH

FOUNDATION

43 S-104

M1-35 NEW 1ST FLOOR AND EXISTING ROOF PLAN AND NEW M1-35 WEST SIDE ELEVATION WITH

FOUNDATION

44 S-105 OFFLOAD CANOPY PILING & PILE CAP PLAN OFFLOAD CANOPY FLOOR & FOUNDATION PLAN

45 S-106

ROOF PLAN & ROOF FRAMING PLAN SECTION ALONG GRIDLINE-A SECTION ALONG GRIDLINE-1&2

SILICONE SEALANT AND PRE-MOLDED JOINT FILLER DETAIL

46 S-107

SECTION ALONG GRIDLINES-1&2 SECTION ALONG GRIDLINES-A&B TYPICAL PILE CAP DETAILS PIPE

SUPPORT CONC PAD REINFORCEMENT DETAIL

47 S-108 FILLSTAND CANOPY PILING & PILE CAP PLAN FILLSTAND CANOPY FLOOR & FOUNDATION PLAN

48 S-601 SCHEDULE OF BEAMS SCHEDULE OF COLUMNS SCHEDULE OF SLABS

49 FM-001 FUELING GENERAL NOTES

50 FM-002 FILLSTANDS DEMOLITION PIPING FLOW DIAGRAM

51 FM-003 NEW TIE-IN PIPING FLOW DIAGRAM

52 FM-004 NEW OFFLOADING SKIDS FLOW DIAGRAM

53 FM-005 NEW FILLSTAND AND RETURN TO BULK FLOW DIAGRAM

54 FM-100 EXISTING OFFLOADING PLAN

55 FM-101 EXISTING PUMPHOUSE 1027 SITE PLAN

56 FM-102 EXISTING TRUCK FILLSTAND AREA

57 FM-401 EXISTING FILLSTAND DEMOLITION PLAN

58 FM-402 NEW OFFLOADING EQUIPMENT AND PIPING PLAN

59 FM-403 DEMO EXISTING FILLSTAND SUPPLY PIPING

60 FM-404 PUMPHOUSE 1027 CROSSOVER PIPING

61 FM-405 TRUCK FILLSTAND PLAN

62 FM-406 FILLSTAND

63 FM-501 PIPING DETAILS

64 FM-502 TRUCK OFFLOADING PLAN AND SECTION

65 FM-503 TRUCK LOADING SECTION & DETAILS

66 FM-504 PIPING DETAILS

67 FM-505 PHOTO DETAILS

68 FM-506 PHOTO DETAILS

69 E-001

ELECTRICAL ABBREVIATIONS, LEGEND AND SYMBOLS

70 E-002 HAZARDOUS AREA CLASSFICATION OFFLOAD SITE PLAN

71 E-003 HAZARADOUS AREA CLASSFICATION REFULER SITE PLAN

72 E-004 HAZARDOUS AREA CLASSIFICATION DETAILS

73 E-100 OVERALL SITE PLAN

74 ED-101 TRUCK OFFLOADING ELECTRICAL DEMO SITE PLAN

75 ED-102 TRUCK FILLSTAND SITE DEMO SITE PLAN

76 EG-103 TRUCK OFFLOADING LIGHTING PROTECTION PLAN

77 EL-102 TRUCK OFFLOADING LIGHTING PLAN

78 ES-101 TRUCK OFFLOADING POWER PLAN

79 ES-102 TRUCK OFFLOADING EFSO LAYOUT

80 ES-103 TRUCK LOADING SITE POWER PLAN

-- ES-104 DRAWING NOT USED

81 ES-105 FENCE GROUNDING PLAN

82 E-401 ELECTRICAL ENLARGED PLANS

83 E-402 TRUCK FILLSTAND ENLARGED POWER PLAN

84 E-403 TRUCK FILLSTAND CANOPY LIGHTING PLAN

85 E-404 TRUCK FILLSTAND CANOPY LIGHTNING PROTECTION PLAN

86 E-501 ELECTRICAL DETAILS

87 E-502 ELECTRICAL DETAILS

88 E-503 ELECTRICAL LIGHTING DETAILS

89 E-504 TRUCK OFFLOAD ELECTRICAL STAND

90 E-601 FUEL TRUCK OFFLOAD ELECTRICAL ONE-LINE

91 E-602 FUEL TRUCK OFFLOAD EFSO PANEL WIRING DIAGRAM

92 E-603 CONDUIT AND CABLE SCHEDULE

11-7-2016 a x i w a y

PROJECT LOCATION

SHEET

IDENTIFICATION

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SCALE: NOT TO SCALE

VICINITY MAP (REGIONAL)

PROJECT LOCATION AND VICINITY MAP

G003G003

TRUCK OFFLOAD AND

EXISTING SOIL REMEDIATION

LOCATION

TRUCK FILLSTAND LOCATION

P R

O J E

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PUMPHOUSE 1027 LOCATION

TANK

TANK

TANK

TANK

TANK

TANK

TANK

J6

TANK

J4

TANK

J4

TANK

J5

TANK

TANK

P R

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A

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E

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N

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FLIGHTLINE ROAD

F

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A

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FLIGHTLINE ROAD

F

L

O

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I

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N

U

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CSDB FIELD

OFFICE

LAYDOWN AREA

LAYDOWN AREA

11-7-2016

LOADING SITE ACCESS GATE

M

M

M

X

X

X

X

X

X

X

E

M

H

E

M

H

E

M

H

E

M

H

E

M

H

E

M

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F

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Y

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P

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M

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M

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M

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X

X

X

X

X

X

X

X

X

X

X

X

X

DMH

F

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Y

F

H

Y

F

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T

M

H

4.00

STANDARD

PENETRATION TEST

B-1

2.00

6.00

9/30cm

POORLY GRADED SAND WITH SILT

(SP-SM)-dark brownish gray, loose, fine to medium-grained, moist to wet, with grass on surface.

VALUE

P

T H m

BLOW

COUNT

OF

S.P.T.

CLASSIFICATION OF

MATERIALS

(DESCRIPTION)

DEPTH

(m)

0.00

0.75

10.00

8.00

12.00

14.00

16.00

18.00

20.00

22.00

SURFACE ELEVATION : 0.79 m

POORLY GRADED GRAVEL WITH SILT

and SAND (GP-GM)-loose, medium to coarse-grained, saturated.

POORLY GRADED SAND WITH SILT AND

GRAVEL (SP-SM)-very loose, fine to medium-grained, saturated, and trace organics.

loose from 4.5m medium dense from 5.0m

SILTY SAND (SM)-dark gray, loose, fine to medium-grained, saturated, with some gravel.

SILTY CLAY (CH)-dark gray, soft, saturated, with trace shells and organics.

SILTY SAND (SM)-dark gray, medium dense, fine-grained, saturated.

SILTY CLAY (CH)-dark brownish gray, medium stiff, fine-grained, saturated.

POORLY GRADED SAND WITH SILT

(SP-SM)-dark gray, loose, fine--grained, saturated.

SILTY CLAY (CH)-dark gray,soft, saturated, with trace shells and organics.

SILTY SAND (SM)-dark gray, loose, fine-grained, saturated.

8/30cm

2/30cm

7/30cm

14/30cm

5/30cm

8/30cm

5/30cm

3/30cm

4/30cm

12/30cm

5/30cm

6/30cm

6/30cm

9/30cm

10/30cm

4/30cm

3/30cm

3/30cm

3/30cm

3/30cm

4.00

STANDARD

PENETRATION TEST

B-2

2.00

6.00

11/30cm

P

T H m

BLOW

COUNT

OF

S.P.T.

CLASSIFICATION OF

MATERIALS

(DESCRIPTION)

DEPTH

(m)

0.00

10.00

8.00

12.00

14.00

16.00

18.00

20.00

22.00

SURFACE ELEVATION : 0.86 m

5/30cm

2/30cm

14/30cm

14/30cm

7/30cm

6/30cm

4/30cm

5/30cm

4/30cm

SILTY SAND (SM)-dark gray, brownish gray,loose, moist, with grass on surface.

POORLY GRADED SAND WITH SILT

(SP-SM)-dark blue gray, loose, fine to medium-grained, saturated, and trace gravel.

with trace organics from 8.0m

POORLY GRADED SAND WITH SILT AND

GRAVEL (SP-SM)-dark gray, medium dense, fine to medium-grained, moist to wet.

very loose from 3.0m medium dense from 4.0m

0.80

SILTY CLAY (CH)-dark blue gray, soft, saturated, with trace organics.

END OF BORING @10.45m

4.00

STANDARD

PENETRATION TEST

B-3

2.00

6.00

14/30cm

P

T H m

BLOW

COUNT

OF

S.P.T.

CLASSIFICATION OF

MATERIALS

(DESCRIPTION)

DEPTH

(m)

0.00

10.00

8.00

12.00

14.00

16.00

18.00

20.00

22.00

SURFACE ELEVATION : Approx. +1.648 m

9/30cm

10/30cm

2/30cm

9/30cm

END OF BORING @5.45m

GRAVELLY SAND(SP-GP)-loose to medium dense, moist.

SILTY SAND(SM)-loose, moist.

GRAVELLY SAND(SP-GP)-loose to medium dense, fine to medium-grained, saturated.

SILTY SAND(SM)-very loose, saturated.

SAND(SP)-loose, fine to medium-grained, saturated.

26.00

24.00

28.00

CLAYEY SAND (SC)-dark gray, loose to medium dense, fine to medium-grained, saturated.

32.00

30.00

34.00

36.00

38.00

40.00

42.00

44.00

SAND SILT(ML)-dark gray, loose to medium dense, saturated.

SILTY SAND (SM)-dark gray, medium dense, medium-grained, saturated.

with shells from 27m

POORLY GRADED SAND WITH GRAVEL

(SP)-dark gray, medium-dense, fine to coarse grained, saturated, with trace silt.

more sandy from 32m

SILTY SAND (SM)-dark gray, dense, saturated.

SANDY GRAVEL (GP) dark gray, dense to very dense, saturated, trace silt.

dense between 38-39m very dense from 39m

END OF BORING @40.37m

14/30cm

10/30cm

14/30cm

14/30cm

17/30cm

11/30cm

11/30cm

22/30cm

27/30cm

14/30cm

30/30cm

50+/30cm

50+/30cm

50+/30cm

50+/30cm

44/30cm

50+/30cm

50+/30cm

7/30cm

B-1

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IDENTIFICATION

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UNDER MY SUPERVISION

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GRAPHIC SCALE

BORING LOCATION PLAN

B-2

B-3

M

100m50100

1 : 1000

1 : 1000

NOT TO SCALE

SOIL BORING DATA-1

B-101B-101

B O

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B-101

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IDENTIFICATION

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SHEETSHEET OF 92

100% DESIGN

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LC# 98-23-04003245

SATOSHI MIYARA

EXPIRATION DATE : NONE

H

E

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4.00

STANDARD

PENETRATION TEST

B-4

2.00

6.00

23/30cm

P

T H m

BLOW

COUNT

OF

S.P.T.

CLASSIFICATION OF

MATERIALS

(DESCRIPTION)

DEPTH

(m)

0.00

2.12

10.00

8.00

12.00

14.00

16.00

18.00

20.00

22.00

SURFACE ELEVATION : 1.37 m

26.00

24.00

28.00

32.00

30.00

34.00

36.00

38.00

40.00

42.00

44.00

END OF BORING @40.2m

32/30cm

5/30cm

2/30cm

9/30cm

12/30cm

15/30cm

8/30cm

10/30cm

10/30cm

14/30cm

7/30cm

8/30cm

13/30cm

6/30cm

9/30cm

8/30cm

6/30cm

7/30cm

7/30cm

9/30cm

8/30cm

4/30cm

4/30cm

4/30cm

6/30cm

6/30cm

3/30cm

4/30cm

3/30cm

5/30cm

5/30cm

5/30cm

4/30cm

5/30cm

6/30cm

50+/30cm

50+/30cm

50+/30cm

8/30cm

4.00

STANDARD

PENETRATION TEST

B-5

2.00

6.00

17/30cm

P

T H m

BLOW

COUNT

OF

S.P.T.

CLASSIFICATION OF

MATERIALS

(DESCRIPTION)

DEPTH

(m)

0.00

10.00

8.00

12.00

14.00

16.00

18.00

20.00

22.00

SURFACE ELEVATION : 0.86 m

15/30cm

2.10

SILTY SAND(SM)-dark brownish gray, loose to medium dense, moist with gravel and grass on the surface.

fine to coarse-grained from 4.0m

SILTY SAND(SM)-dark brownish gray, dense, fine to medium-grained, saturated, with trace gravel.

SANDY SILT(ML)-dark gray, loose, saturated.

very loose from 4.0m

POORLY GRADED SAND(SP)-dark gray, loose, fine to coarse-grained, saturated, with trace gravel.

medium dense below 6.0m

SILTY SAND(SM)-dark gray,medium dense, fine to coarse grained, saturated, with trace gravel.

POORLY GRADED SAND WITH SILT

(SP-SM)-dark gray, loose, fine to medium-grained, saturated.

with thin silt layers from 9.5m

SILTY SAND(SM)-dark gray,medium dense, fine to medium-grained, saturated, with trace sea shells.

loose from 12.0m

SANDY SILT(ML)-dark gray, loose, saturated. with trace sea shells, and organics.

POORLY GRADED SAND(SP)-dark brownish gray, loose to medium dense, fine to medium-grained saturated.

SILTY SAND(SM)-dark gray, loose, fine-grained, saturated.

with thin silt layers from 18.0m

SILTY CLAY (CH)-dark gray medium-stiff, saturated, with sand and shell fragments.

SILTY CLAY (CH)-dark gray medium-stiff, saturated, with sand and shell fragments.

soft from 23.5m medium stiff from 27m soft from 29.0m

POORLY GRADED SAND WITH SILT

(SP-SM)-dark gray, very loose to loose, fine

-grained, saturated.

SANDY GRAVEL (GP)-dark gray, very dense, medium to coarse-grained, saturated, with trace silt.

SAND WITH GRAVEL (SP)-dark brown, medium dense, fine to medium-grained, moist.

SAND WITH GRAVEL (SP)-dark gray, medium dense, moist to wet.

POORLY GRADED SAND WITH SILT

(SP-SM)-dark gray, loose, fine to medium-grained, saturated, with trace gravel.

very loose from 4.0m

SAND WITH GRAVEL (SP)-dark gray, medium dense, fine to coarse-grained, saturated.

loose from 5.0m

POORLY GRADED SAND WITH SILT

(SP-SM)-dark blue gray, loose, saturated.

END OF BORING @10.45m

SAND WITH GRAVEL (SP)-dark gray, loose, saturated.

8/30cm

3/30cm

16/30cm

9/30cm

8/30cm

8/30cm

10/30cm

10/30cm

B-4

NOT TO SCALE

SOIL BORING DATA-2

B-102B-102

BORING LOCATION PLAN

B-5

EXIST

OIL

STORAGE

TANK

50m100

1 : 500

20 30 405

GRAPHIC SCALE

1 : 500

B O

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B-102

B d w g

M T

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SHEET

IDENTIFICATION

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US Army Corps of Engineers

A

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C

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1 2 3 4 5

M A

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D E

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R I P

T I O

N D

A T

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P P

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SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

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SHEET

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Japan Engineer District

S U

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I T

T A

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P L O

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F

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A

SHEETSHEET OF 92

100% DESIGN

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RCCM

LC# 98-23-04003245

1ST

AC

ARCH

BLDG

BOT

CIP

CONC

CP

D

Ø, DIA

DCIP

DMH

DWG

EL

ELEC

EMH

FHY

FW

GALV

GL

GSP

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JIS

L m

MAX

MECH

MIN

mm

N

NO, #

O.C.

O.D

PIV

PVC

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RCP

REINF

SI

SMH

STA

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THK

TYP

VERT

W

W/

WWF

AND

AT

DEGREES

PERCENT

FIRST

ASPHALT CONCRETE

ARCHITECTURAL

BUILDING

BOTTOM

CAST IRON PIPE

CONCRETE

CONCRETE PIPE

DEPTH, DRAIN PIPE

DIAMETER

DUCTILE CAST IRON PIPE

DRAINAGE MANHOLE

DRAWING

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

FIRE HYDRANT

FIRE WATER LINE

GALVANIZED

GRADE LINE, GROUND LEVEL

GALVANIZED STEEL PIPE

HIGH, HEIGHT

JAPANESE INDUSTRIAL STANDARDS

LENGTH

METER

MAXIMUM

MECHANICAL

MINIMUM

MILLIMETER

NORTH

NEWTON PER SQUARE MILLIMETER

NUMBER

ON CENTER

OUTSIDE DIAMETER

POST INDICATOR VALVE

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE PIPE

REINFORCED, REINFORCEMENT

SURFACE INLET

SEWER MANHOLE

STATION

TELEPHONE LINE

THICK

TYPICAL

VERTICAL

WIDTH, WATER

WITH

WELDED WIRE FABRIC

N/mm

ABBREVIATION:

HOR HORIZONTAL

2ND SECOND

TOC TOP OF CURB

BOC BOTTOM OF CURB

PUBLIC HEALTH AND SAFETY:

1. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR MUST,

THROUGH THE CONTRACTING OFFICER, GIVE NOTICE TO THE MCAS IWAKUNI

DEPARTMENT OF PUBLIC WORKS OF PROPOSED LOCATION, TIME, AND DATE OF

COMMENCEMENT OF CONSTRUCTION. UPON COMPLETION OF WORK AND

RETURN OF ALL SUCH AREAS TO STANDARD OPERATING CONDITIONS, THE

CONTRACTOR MUST, THROUGH THE CONTRACTING OFFICER, NOTIFY THE

MCAS IWAKUNI DEPARTMENT OF PUBLIC WORKS OF COMPLETION OF THE

PROJECT.

2. CONTRACTOR SHALL CONDUCT WEEKLY SAFETY/ PROGRESS MEETINGS WITH

PRIMARY EMPLOYEES, SUBCONTRACTORS, AND CONTRACTING OFFICER (OR

HIS REPRESENTATIVE). LOCATION AND TIME OF EACH MEETING SHALL BE

APPROVED BY THE CONTRACTING OFFICER. WITHIN 72 HOURS OF EACH

MEETING, THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE MINUTES OF

THE MEETING, VIA EMAIL, TO ALL ATTENDEES.

3. THE EXISTING OFF-LOAD FACILITIES WILL REMAIN OPEN AND OPERATIONAL

DURING THE LIFE OF THIS CONTRACT. THE CONTRACTOR SHALL COORDINATE

ALL WORK WITH THE EXISTING OFF-LOAD FACILITIES MANAGER AT ALL TIMES IN

ORDER TO MINIMIZE IMPACT ON EXISTING OFF-LOAD FACILITIES.

4. CONTRACTOR SHALL MAINTAIN WORK AREAS, LAYDOWN AREAS, AND HAUL

ROUTES TO BE FREE OF WILDLIFE ATTRACTANTS INCLUDING BUT NOT LIMITED

TO TRASH, FOOD SCRAPS, AND PONDED WATER.

5. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH APPLICABLE FEDERAL

AND LOCAL LAWS REQUIRED FOR THE PROTECTION OF PUBLIC HEALTH,

SAFETY AND THE ENVIRONMENT.

6. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND

SURROUNDING AREA FREE FROM DUST AND NOISE NUISANCE. THE WORK

SHALL BE IN CONFORMANCE WITH THE AIR AND NOISE POLLUTION CONTROL

STANDARDS AND REGULATIONS OF THE JAPAN ENVIRONMENTAL GOVERNING

STANDARDS AND EM-385-1-1.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY

PERMITS AND APPROVALS GOVERNED BY FEDERAL, AND LOCAL LAWS AND

STANDARDS IN THE HANDLING, REMOVAL AND DISPOSAL OF ANY HAZARDOUS

MATERIALS, TO INCLUDE BUT NOT BE LIMITED TO ASBESTOS, PRIOR TO THE

START OF CONSTRUCTION.

8. THE CONTRACTOR SHALL CONFORM TO "CONFINED SPACE" PROCEDURES, IN

ACCORDANCE WITH EM 385-1-1, AND OSHA, 29 CFR 1910.146 ON ANY PITS, AND

EXISTING OR NEWLY CONSTRUCTED MANHOLES, WHICH COULD PRESENT A

HAZARD (HYDROGEN SULFIDE EXPOSURE, LIMITED ACCESS, ETC.) TO

OPERATOR OR CONTRACTOR PERSONNEL.

GENERAL:

1. DISPOSAL AREAS FOR RUBBLE, UNSUITABLE EXCESS SOIL MATERIALS, OR

OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE

CONTRACTOR'S USE. DISPOSAL MUST BE PROVIDED BY THE CONTRACTOR AT

SITES OFF BASE.

2. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR ON THE

BASE. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE

PROVIDED FROM COMMERCIAL SOURCES BY THE CONTRACTOR FROM

OFF-SITE LOCATIONS.

3. CONTRACTOR LAYDOWN AREA SHALL BE RETURNED TO ORIGINAL CONDITIONS

AS APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR) AT THE

COMPLETION OF CONSTRUCTION.

4. CONTRACTORS AND SUPPLIERS SHALL ENTER BASE THROUGH THE

CONTRACTOR GATE.

5. NORMAL DAILY WORKING HOURS FOR CONSTRUCTION WITHIN THE LIMITS OF

THE AIRFIELD ARE TO BE FROM DAWN TO DUSK. NO NIGHTTIME CONSTRUCTION

WILL BE PERMITTED.

6. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL

RECORD EXISTING CONDITIONS, IN THE PRESENCE OF THE CONTRACTING

OFFICER OR HIS REPRESENTATIVE, SHOWING THE CONDITION OF THE WORK

AREAS, AREAS IMMEDIATELY ADJACENT TO THE WORK AREAS, HAUL ROUTES,

AND LAYDOWN AREAS. PHOTOGRAPHS SIZED 100mm BY 150mm OR VIDEO

RECORDING WILL BE ACCEPTABLE AS RECORD OF EXISTING CONDITIONS.

CONTRACTOR SHALL RESTORE LAYDOWN AREAS TO EXISTING OR BETTER

CONDITIONS AT COMPLETION OF PROJECT.

7. PRIOR TO ANY CONSTRUCTION ACTIVITIES, PROVIDE PORTABLE TOILET IN

CONVENIENT LOCATIONS AT THE CONSTRUCTION SITE.

8. ALL UNDERGROUND PIPES, CABLES OR DUCT LINES KNOWN TO EXIST, BASED

ON AVAILABLE RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR

SHALL VERIFY THE LOCATION, SIZE AND DEPTH OF THE UTILITIES WHERE

SHOWN AND EXERCISE PROPER CARE IN EXCAVATING THE AREA. ANY DAMAGE

TO THESE UTILITIES SHALL BE REPAIRED AND PAID FOR BY THE CONTRACTOR.

CONTRACTOR WILL REQUEST TO THE CONTRACTING OFFICER THE FOLLOWING

PERMITS. (1. CONFINE SPACE ENTRY PERMIT. 2. EXCAVATION/DIGGING

PERMIT. 3. BORROW PERMIT. 4.WELDING PERMIT.)

9. EXISTING SURFACE CONDITIONS, INCLUDING BUT NOT LIMITED TO PAVEMENT,

SIDEWALKS, CURBS AND EXISTING UTILITIES WHICH MAY OR MAY NOT BE

SHOWN ON DRAWINGS, THAT ARE DISTURBED BY CONTRACTOR'S

OPERATIONS, SHALL BE RESTORED TO A CONDITION SATISFACTORY TO THE

CONTRACTING OFFICER AND SHALL MATCH EXISTING ADJACENT SURFACES.

10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE PLANS

PRIOR TO START OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER.

11. IN THE EVENT THAT ANY CHANGES IN ALIGNMENT OR GRADE ARE REQUIRED

DUE TO UNFORESEEN CONFLICT WITH OTHER UNDERGROUND UTILITIES, THE

CONTRACTOR SHALL INFORM THE CONTRACTING OFFICER OF SUCH CONFLICT.

NO CHANGES IN ALIGNMENT OR GRADE SHALL BE MADE WITHOUT THE

APPROVAL OF THE CONTRACTING OFFICER IF NOT SHOWN ON PLANS.

12. THE GOVERNMENT REQUIRES 45 DAY'S ADVANCE NOTICE FOR ANY DISRUPTION

OF UTILITY SERVICES, INCLUDING WATER AND SEWER SERVICES.

13. CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF BASE ALL SHRUBS, TREE

ROOTS AND ORGANIC MATERIALS ENCOUNTERED DURING CONSTRUCTION AS

REQUIRED.

14. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE (1) SET OF APPROVED

PLANS AT THE PROJECT SITE DURING THE WORK.

15. TURF SHALL BE PROVIDED IN ALL UNPAVED AREAS DISTURBED BY THE

CONTRACTOR DURING CONSTRUCTION. SOD SHALL BE APPROVED BY THE

CONTRACTING OFFICER. (REF. DWG. 5/C-503)

16. TOPOGRAPHIC SURVEY COMPLETED BY STANLEY CONSULTANTS IN JANUARY

2016.

17. THE CONTRACTOR WILL PROVIDE WHEN EXCAVATIONS ARE ADJACENT TO OR

UNDER EXISTING STRUCTURES OR FACILITIES, SLOPING INVOLVES CUTTING

BACK THE TRENCH WALL AT AN ANGLE AWAY FROM THE EXCAVATION.

SHORING REQUIRES INSTALLING ALUMINUM HYDRAULIC OR OTHER TYPES OF

SUPPORTS TO PREVENT SOIL MOVEMENT AND CAVE-INS. SHIELDING

PROTECTS WORKERS BY USING TRENCH BOXES OR OTHER TYPE OF

SUPPORTS TO PREVENT SOIL CAVE-INS. CONTRACTOR TO SUBMIT

SLOPE/SHORING PROTECTION PLAN & DETAIL BEFORE THE START OF

CONSTRUCTION FOR APPROVAL OF THE CONTRACTING OFFICER.

18. DURING NON-WORKING HOURS, ALL CONSTRUCTION EQUIPMENT AND

MATERIALS SHALL BE STORED IN A DESIGNATED STORAGE AREA.

19. ALL GRASSED OR PLANTED AREAS DAMAGED DURING THE CONSTRUCTION

WHETHER BY STOCKPILING OF EXCAVATION MATERIAL OR OTHER OPERATIONS

SHALL BE RESTORED TO A CONDITION SATISFACTORY TO THE CONTRACTING

OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND

MAINTAINING THESE AREAS UNTIL GROWTH IS ESTABLISHED TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

20. THE CONTRACTOR SHALL MARK ALL OF THE EXISTING UTILITY LINES TO BE

REMOVED AND DISPOSE OF WITH RED PAINT ON THE GROUND.

GATES:

1. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR

AIRFIELD ACCESS.

2. CONTRACTOR'S ACCESS TO THE AIRFIELD SHALL BE RESTRICTED TO THOSE

AREAS WHERE WORK IS ON-GOING FOR THIS PROJECT.

3. CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER TO OBTAIN

THE DESIRED HAUL ROUTES AND LAYDOWN AREAS.

SECURITY:

1. CONTRACTOR WILL PROVIDE SECURITY PERSONNEL TO MAINTAIN THE

OPERATION OF ACCESS GATE AND TO CHECK INCOMING AND OUTGOING

VEHICLES DURING THE DURATION OF THE PROJECT. CONTRACTOR SHALL

COORDINATE SECURITY PROTOCOLS WITH THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER AND BASE

SECURITY FORCES ON THE REQUIRED SECURITY MEASURES AT PROJECT

SITE(S) DURING ALL PHASES OF CONSTRUCTION. REFER TO SPECIFICATION

SECTION 32 31 13.53 FOR PERMANENT AND TEMPORARY SECURITY FENCING TO

BE USED ON THIS PROJECT.

DUST CONTROL:

1. CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO DUST CONTROL. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE LIMITS

OF CONSTRUCTION AS WELL AS ALONG ANY HAUL ROUTES USED BY HIS

EQUIPMENT. COVER WITH PLASTIC BLUE SHEET OR TRACK TARPS ALL

HAULING VEHICLES TO AVOID SPREADING OF DUST DURING GRADING WORK

(EXCAVATION & BACKFILLING) FREQUENTLY APPLY WATER TO MOISTEN THE

SOIL TO AVOID SOIL PARTICLES TO SPREAD OUT. THE CONTRACTING OFFICER

RESERVES THE RIGHT TO STOP GRADING, HAULING, OR OTHER WORK AS

NECESSARY TO BRING DUST UNDER CONTROL.

2. WATER TRUCKS SHALL BE AVAILABLE ONSITE DURING THE DURATION OF THE

PROJECT CONSTRUCTION. ALLOW HAUL ROUTES AND WORK AREAS TO BE

WETTED FREQUENTLY AND PRIOR TO EXPECTED WIND EVENTS. THE

CONTRACTOR SHALL BE PREPARED, AT NO ADDITIONAL COST TO THE

GOVERNMENT, TO USE ADDITIONAL WATER TRUCKS OR OTHER MEANS,

SHOULD IT BE NECESSARY, TO CONTROL DUST TO A LEVEL ACCEPTABLE TO

THE CONTRACTING OFFICER.

HAUL ROUTES:

1. CONTRACTOR SHALL UTILIZE THE HAUL ROUTES AS APPROVED BY THE

CONTRACTING OFFICER.

2. CONTRACTOR SHALL PROVIDE AND MAINTAIN FLAG MEN TO DIRECT AND CONTROL

VEHICULAR TRAFFIC WHERE ALL UTILIZED HAUL ROUTES CROSS AN ACTIVE

TAXIWAY AND WHEN PAVING OPERATIONS OCCUR ADJACENT TO ROADS

ACCESSIBLE BY THE PUBLIC/BASE PERSONNEL.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING AND MAINTAINING

TEMPORARY HAUL ROUTES AS REQUIRED. CONTRACTOR SHALL RESTORE HAUL

ROUTES TO EXISTING OR BETTER CONDITIONS AT COMPLETION OF PROJECT.

4. CONTRACTOR SHALL PROTECT TRAFFIC ON ALL ROADS USED DURING THE

CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ERECT AND MAINTAIN

ADEQUATE WARNING SIGNS, IN ACCORDANCE WITH GOVERNMENT AND LOCAL

AUTHORITY SPECIFICATIONS, ON ROADS WITHIN THE PROXIMITY OF THE

CONTRACTOR'S ACCESS GATES.

5. CONTRACTOR SHALL MAINTAIN BY VACUUMING, OR OTHER APPROVED MEANS, ALL

PAVEMENTS IMPACTED BY CONTRACTOR OPERATIONS, INCLUDING BUT NOT

LIMITED TO HAUL ROUTE PAVEMENTS AND PAVEMENTS ADJACENT TO THE AREA

OF WORK. PAVEMENTS SHALL BE KEPT FREE OF CONSTRUCTION MATERIALS,

DIRT, ROCKS, AND OTHER DEBRIS AT ALL TIMES FOR THE LIFE OF THIS PROJECT

BY VACUUMING OPERATIONS DURING WORKING HOURS.

6. THE CONTRACTOR IS REQUIRED TO STAGE/STAGGER EQUIPMENT AND MATERIAL

DELIVERIES TO PREVENT TRAFFIC CONGESTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTING

OFFICER INFORMATION ON THE HAUL ROUTES TO BE USED DURING THE PROJECT

FOR THEIR APPROVAL. HAUL ROUTES SHALL BE DIRECTLY FROM THE ROADWAYS

EXTERIOR TO THE BASE TO THE WORK AREA AT THE VARIOUS GATES UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR,

EQUIPMENT, AND PERSONNEL SHALL BE RESTRICTED TO THE APPROVED HAUL

ROUTE TO THE CONSTRUCTION AREA AND THE CONTRACTOR'S OFFICE AND

LAYDOWN AREA ONLY.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TRANSPORTATION AND

DISPOSAL OF ALL EXCAVATED MATERIALS TO AN APPROVED OFF-BASE DISPOSAL

SITE.

9. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PREVENT EROSION

AND THE TRANSPORT OF SEDIMENTS ON TO PAVED SURFACES AND INTO

DRAINAGE FACILITIES, AND COMPLY WITH THE REQUIREMENTS OF FEDERAL AND

LOCAL REGULATIONS.

LAYDOWN AREA:

1. CONTRACTOR'S STAGING/LAYDOWN AREAS SHALL BE DETERMINED BY THE

BASE AND APPROVED BY THE CONTRACTING OFFICER. LIMITATIONS

ASSOCIATED WITH THE CONTRACTOR'S LAYDOWN AREAS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION AND SHALL

BEAR ALL COSTS NECESSARY TO ESTABLISH ELECTRICAL, WATER AND SEWER

SERVICE TO THE LAYDOWN AREAS, AS NECESSARY.

3. CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER FOR

POSSIBLE TEMPORARY CONNECTIONS FOR ELECTRICITY AND WATER WITHIN

LAYDOWN AREAS.

SALVAGED MATERIAL STORAGE AREA:

1. CONTRACTOR'S STORAGE AREA FOR ALL SALVAGED MATERIALS AND

EQUIPMENT TO BE TURNED OVER TO THE GOVERNMENT SHALL BE

DETERMINED BY THE BASE AND APPROVED BY THE CONTRACTING OFFICER.

LIMITATIONS ASSOCIATED WITH THE CONTRACTOR'S STORAGE AREA SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER.

DIP DUCTILE IRON PIPE

GENERAL TRAFFIC NOTES:

1. FOR WORK INVOLVING ROAD OR STREET CLOSURE, THE CONTRACTOR SHALL

PROVIDE A TRAFFIC CONTROL PLAN THAT INCLUDES AS A MINIMUM THE

FOLLOWING REQUIREMENTS:

A. A MINIMUM ROADWAY WIDTH OF 3 METERS SHALL BE OPEN AT ALL TIMES.

B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS

COMPLETED, THE CONTRACTOR SHALL REMOVE OR COVER ALL TRAFFIC

DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF

TRAFFIC.

C. PROVIDE SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN

PAVEMENT AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC WHERE

NECESSARY TO PROVIDE SAFE PASSAGE OF TRAFFIC FOR OPEN

TRENCHES.

D. SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING

THE CONSTRUCTION PERIOD.

2. CONES OR DELINEATORS SHALL BE EXTENDED TO A POINT WHERE THEY ARE

VISIBLE TO APPROACHING TRAFFIC.

3. TRAFFIC CONTROL DEVICES FARTHEST FROM THE WORK AREA SHALL BE

PLACED FIRST. THE OTHERS SHALL THEN BE PLACED PROGRESSIVELY

TOWARD THE WORK AREA.

4. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION ZONE THAT

ARE IN CONFLICT WITH THE FLOW OF TRAFFIC AROUND THE CONSTRUCTION

SITE SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE RESTORED UPON

COMPLETION.

5. ALL TRAFFIC LANES SHALL BE A MINIMUM OF 3 METERS WIDE.

6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY REMOVED OR

COVERED WHENEVER THE MESSAGE IS NOT APPLICABLE OR NOT IN USE.

7. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL BE

APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF INAPPLICABLE SIGN

MESSAGES (I.E., WHEN SIGNS HAVE MESSAGES ON BOTH FACES).

8. AT THE END OF EACH WORKING DAY OR AS SOON AS THE WORK IS

COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL

DEVICES NO LONGER NEEDED TO PERMIT FREE AND SAFE PASSAGE OF PUBLIC

TRAFFIC. REMOVAL SHALL BE IN THE REVERSE ORDER OF INSTALLATION.

9. DRIVEWAYS SHALL BE KEPT OPEN UNLESS THE TENANTS OF THE PROPERTY

USING THESE RIGHTS-OF-WAYS ARE OTHERWISE PROVIDED FOR

SATISFACTORILY.

10. WHERE PEDESTRIAN WALKWAYS EXIST, THEY SHALL BE MAINTAINED IN SAFE

PASSABLE CONDITION OR OTHER FACILITIES FOR PEDESTRIANS SHALL BE

PROVIDED. PASSAGE BETWEEN WALKWAYS AT INTERSECTIONS SHALL

LIKEWISE BE PROVIDED.

11. NO MATERIAL AND/OR EQUIPMENT SHALL BE STOCKPILED OR OTHERWISE

STORED WITHIN STREET RIGHTS OF WAY.

12. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

CONSTRUCTION TRAFFIC SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS,

CONES, AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

PRECAUTIONS FOR THE PROTECTION AND SAFETY OF PUBLIC TRAFFIC. THE

CONTRACTOR SHALL PROVIDE FLAGMEN AS NECESSARY TO DIRECT TRAFFIC IF

A LANE IS CLOSED TO PERFORM THE WORK. ALL SUCH PROTECTIVE FACILITIES

AND PRECAUTIONS TO BE TAKEN SHALL CONFORM WITH APPLICABLE

JAPANESE TRAFFIC LAWS AND/OR THE "RULES AND REGULATIONS GOVERNING

SGP -VD (HARD POLYVINYL CHLORIDE LINED STEEL PIPE FOR WATER SUPPLY)

G E

N E

R A

L

C

O N

S T

R U

C T

I O

N

N

O T

E S

C-001

C d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

D

E S

C

C O

N S

T R

U C

T

T

R U

E

L

O

F F

L O

A D

A N

D

L O

C

I L I T

I E

S

M C

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S

D x

S

D x

S

D x

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x

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D x

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D x

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D x

S

D x

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S D x

S D x

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D x

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D x

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Dx

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Dx

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D x

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D x

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D x

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D x S

D x S

D x

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x

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H

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W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

FHY

EMH

EMH

E

E

E

E E

E

E

E

E

E

E

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E E

E E

E

E

E

E

E

E

E

E

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E E E

E

E E

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Ø

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Ø

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Ø

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E E

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B

H

B

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SMH

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SMH

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EMH

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EMH

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SMH

SMH

Ø

I

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Ø300 DCIP

Ø

D

C

IP

Ø

S

G

P

Ø1

S

GP

REMOVAL WORK

REMOVE AND DISPOSE EXIST AC PAVEMENT.

SCOPE OF WORK

REMOVE AND DISPOSE EXIST SOIL REMEDIATION STRUCTURE.

REMOVE AND DISPOSE EXIST FENCE AND GATE.

LEGEND

STRUCTURE

EXIST DESCRIPTION

BLDG

REMOVE

AC PAVEMENT

CONCRETE PAVEMENT

CONCRETE CURB

CONCRETE CURB & GUTTER

REMOVE AND DISPOSE EXIST CURB AND GUTTER.

REMOVE AND DISPOSE EXIST CONCRETE HEADWALL.

REMOVE AND DISPOSE EXIST CONCRETE DITCH.

REMOVE AND DISPOSE EXIST DRAINAGE LINE.

REMOVE AND DISPOSE EXIST FIRE WATER LINE.

REMOVE AND DISPOSE EXIST GATE VALVE AND VALVE BOX.

REMOVE AND DISPOSE EXIST O/W SEPARATOR.

FENCE LINE

DRAINAGE LINE

GATE VALVE & FIRE HYDRANT

WATER LINE

GRAPHIC SCALE

SCALE: 1:200

REMOVAL PLAN-1

CD101CD101

105310 20m

1 : 200

THIS SHEET

REMOVAL PLAN-1

REMOVAL PLAN-2

E

X

I

M

E

D

I

A

T

I

O

N

S

T

R

U

C

T

U

R

E

REMOVE AND DISPOSE EXIST BOLLARD.

REMOVE AND RELOCATE EXIST FIRE HYDRANT.

REMOVAL WORK

REMOVE AND RELOCATE EXIST FIRE HYDRANT HOSE CABINET.

4EA

8EA14

REMOVE AND DISPOSE EXIST WATER LINE.

REMOVE AND DISPOSE EXIST HOSE-BIBB.

REMOVE AND DISPOSE EXIST BACK FLOW PREVENTER.

9 10

REMOVE AND DISPOSE EXIST UNDERGROUND FUEL STORAGE

TANK AND PIT.

REMOVE AND DISPOSE EXIST SODDING.18

M1-35

MATCH LINE SEE DWG CD102

M A

T C

H

L I N

E

S

M1-35

LAYDOWN AREA

0.3m±

SODDING

X=-206430.89

Y= 5723.447

X=-206438.418

Y= 5711.292

X=-206399.803

Y= 5729.021

X=-206409.271

Y= 5715.768

X=-206450.348

Y= 5718.648

X=-206453.056

Y= 5720.692

6.0m±

11.5m±

X=-206418.062

Y= 5742.799

X=-206379.237

Y= 5740.138

REMOVE EXIST ISLAND

AND EXIST BOLLARD

(SEE S-101, 102 DWG)

BID OPTION CLIN006

BID OPTION CLIN006

KEY PLAN

R E

M O

V A

L

P

L A

N

CD-101

C D d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N

D A

T E

A P

P R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

D

E S

C

C O

N S

T R

U C

T

T

R U

E

L

O

F F

L O

A D

A N

D

L O

C

I L I T

I E

S

M C

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C

D d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

x

S

D x

S

D x

S

D x

S D x S

D x S

D x S

D x

FHY

FHY

FHY

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C

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W x

W x

W x

W x

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W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

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TMH

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C C

C C

C C

C

C

C

C

C

C

C

C

C

C C

C C

C C

C C

C C

C

C

C

C

C

C

C

C C

C C

C C

C C

C

C C C C C C C

C

C C C

C C C

C C

C C C

C C C

C C C

C C C

C C C

C C C

C C

C C C

C

C C

C C

C

C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C

C C

C C

C C

C C

C C

C C

C

C

C C C

C

C

C

C

C

C

C C C C C C C C C

C C C

C C C C

C

C

C

C C C C

C C C C

C C C C C

C C C C

C C C C C

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x

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x

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x

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x

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x

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x

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x

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D x

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x

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x SD x SD x

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S D x

SD

x

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x

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x

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x

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TMH

TMH

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TMHTMH

TMH

SMH

SMH

SMH

SMH

EMH

SMH

SMH

REMOVAL WORK

REMOVE AND DISPOSE EXIST AC PAVEMENT.

SCOPE OF WORK

REMOVE AND DISPOSE EXIST FENCE AND CABLE BARRIER SYSTEM.

LEGEND

STRUCTURE

EXIST DESCRIPTION

BLDG

REMOVE

AC PAVEMENT

CONCRETE PAVEMENT

FENCE LINE

GRAPHIC SCALE

SCALE: 1:200

REMOVAL PLAN-2

CD102CD102

105310 20m

1 : 200

REMOVE AND DISPOSE EXIST CONCRETE PAVEMENT.

4 REMOVE AND DISPOSE EXIST TURNSTILE.

TURNSTILE

THIS SHEET

REMOVAL PLAN-1

REMOVAL PLAN-2

1018 1019

M1-35

MATCH LINE SEE DWG CD101

M A

T C

H

L I N

E

S

LAYDOWN AREA

SODDING

REMOVE AND DISPOSE EXIST SODDING.5

X=-206450.348

Y= 5718.648

X=-206453.056

Y= 5720.692

X=-206430.89

Y= 5723.447

X=-206438.418

Y= 5711.292

X=-206459.211

Y= 5726.227

X=-206488.519

Y= 5736.394

X=-206438.418

Y= 5711.292

X=-206455.569

Y= 5711.188

X=-206551.06

Y= 5765.478

X=-206547.563

Y= 5770.148

X=-206540.707

Y= 5781.022

X=-206551.452

Y= 5772.462

X=-206460.731

Y= 5704.187

X=-206464.418

Y= 5706.869

BID OPTION CLIN006

BID OPTION CLIN006

KEY PLAN

R E

M O

V A

L

P

L A

N

CD-102

C D d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

D

E S

C

C O

N S

T R

U C

T

T

R U

E

L

O

F F

L O

A D

A N

D

L O

C

I L I T

I E

S

M C

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C

D d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

x

S

D x

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D x

SD

x

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x

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x

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x

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x

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x

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x

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x

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x

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x

SD

x

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x

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x

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x

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x

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x

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x

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S D x

S D x

S D x

S D x

S D x

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S D x

S D x

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S D x

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S D x

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S D x

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DMH

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Ø

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Ø

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Ø

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Ø

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W x

W x

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W x

W x

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W x

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W x

W x

W x

W x

W x

W x

W x

W x

Ø300 DCIP

Ø

D C I P

Ø65 SGP

E

E

REMOVAL WORK

REMOVE AND DISPOSE EXIST AC PAVEMENT.

SCOPE OF WORK

REMOVE AND DISPOSE EXIST CONCRETE SIDEWALK.

REMOVE AND DISPOSE EXIST CONCRETE CURB AND GUTTER.

LEGEND

STRUCTURE

EXIST DESCRIPTION

BLDG

REMOVE

AC PAVEMENT

CONCRETE SIDEWALK

AND STEPS

CONCRETE CURB

CONCRETE CURB & GUTTER

REMOVE AND DISPOSE EXIST SODDING.

FENCE LINE

DRAINAGE LINE

GATE VALVE & FIRE HYDRANT

WATER LINE

SCALE: 1:200

REMOVAL PLAN-3

CD103CD103

GRAPHIC SCALE

105310 20m

1 : 200

NOTES:

1. ALL EXIST GUTTER INLET THAT IS WITHIN THE PROJECT AREA

SHALL REMAIN.

EXIST

FUEL

STORAGE

TANK

SODDING

R E

M O

V A

L

P

L A

N

CD-103

C D d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

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S I Z

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US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

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T E

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SHEET

U S

A

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Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

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D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

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D i s t r i c t

I w a k u n i

O f f l o a d D

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W I N

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C

D d

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M o n d a y

F e b r u a r y

P

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RCCM

LC# 98-23-04003245

FHY

FHY

FHY

FHY

FHY

FHY

EMH

SMH

SMH

SMH

SMH

SMH

M

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

EMH

TMH

TMH

TMH

TMH

TMH

TMH

SMH

SMH

SMH

SMH

EMH

M

SMH

SMH

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

X

X

X

X

X

X

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X

X

X

X

X

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X X X X X X X X X

X

X

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X

X X

X X

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SI

SI

DMH

DMH

SI

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X X

X X

X X

X

X X

X X

DMH

SI

SI

DMH

SI

X X

P

I

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SI

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SI

LEGEND

NEW WORK

PROVIDE NEW ASPHALT CONCRETE PAVEMENT. DETAIL 4/C-5031

PROVIDE NEW CONCRETE CURB AND GUTTER. DETAIL 3/C-503

PROVIDE NEW PAVEMENT STOPPER . DETAIL 2/C-503

PROVIDE NEW CONCRETE PAVEMENT. DETAIL 1/C-502

PROVIDE NEW DOUBLE SWING GATE. DETAIL 1/C-508

DESCRIPTION

CONCRETE PAVEMENT

BLDG/STRUCTURE

AC PAVEMENT

BLDG

EXST NEW

CONCRETE CURB

CONCRETE CURB & GUTTER

FENCE LINE

GRAPHIC SCALE

201050 30m

1 : 300

SCALE: 1:300

SITE PLAN-1

C-101C-101

SCOPE OF WORK

NEW WORK

PROVIDE NEW CONCRETE SIDEWALK. DETAIL 6/C-503

PROVIDE NEW TURNSTILE. DETAIL 1/C-504

PROVIDE NEW FENCE. DETAIL 1/C-506, 1/C-507

PROVIDE NEW BOLLARDS. DETAIL 1/C-505

PROVIDE NEW BUMP. DETAIL 9/C-502

PROVIDE NEW PERSONNEL GATE, W=1800. DETAIL 1/C-508

TURNSTILE

PROVIDE NEW SODDING. DETAIL 5/C-503

M1-35

1018 1019

PROVIDE NEW FENCE AND STEEL CABLE BARRIER SYSTEM.

DETAIL 1/C-509

9 9

PROVIDE NEW SLIDING GATE. DETAIL 1/C-505

(12 EA)

EXIST DITCH

OFFLOAD CANOPY

SEE S-105 DWG

EXIST SLIDE GATE

EXIST

SLIDE GATE

EXIST

CONTAINMENT

BASIN

R

R

197808630 2350

CP-2

X=-206480.035

Y=5706.017

H=1.629

CP-3

X=-206487.806

Y=5825.156

H=1.338

197808630 2350

X=-206389.215

Y= 5725.768

X=-206399.225

Y= 5712.400

X=-206364.481

Y= 5707.248

X=-206374.49

Y= 5693.88

X=-206364.352

Y= 5684.359

X=-206354.179

Y= 5697.946

X=-206355.157

Y= 5710.636

X=-206360.495

Y= 5712.571

X=-206377.656

Y= 5727.482

X=-206377.091

Y= 5732.741

X=-206378.436

Y= 5740.627

X=-206400.61

Y= 5737.463

X=-206408.91

Y= 5741.63

X=-206420.281

Y= 5740.843

X=-206413.747

Y= 5722.77

X=-206439.324

Y= 5734.039

X=-206434.241

Y= 5728.468

X=-206460.928

Y= 5757.722

X=-206464.962

Y= 5699.563

X=-206493.842

Y= 5716.48

X=-206489.448

Y= 5722.299

X=-206554.375

Y= 5766.492

X=-206541.312

Y= 5780.996

X=-206488.046

Y= 5820.095

X=-206490.455

Y= 5823.193

X=-206482.503

Y= 5821.327

X=-206480.522

Y= 5813.760

SEE PAVEMENT

JOINT PLAN SEE 1/C-501

W=6.0 M

W=8.0 M

W=8.0 M

X=-206414.622

Y= 5728.296

X=-206410.771

Y= 5745.182

X=-206390.465

Y= 5739.188

X=-206384.55

Y= 5740.195

CP-1

X=-206386.098

Y=5739.940

H=1.399

X=-206541.83

Y= 5783.242

X=-206551.767

Y= 5767.037

X=-206418.044

Y= 5741.849

X=-206412.383

Y= 5727.674

X=-206452.787

Y= 5719.996

X=-206463.194

Y= 5706.001

X=-206493.546

Y= 5723.907X=-206479.57

Y= 5713.475

TYPE-A

TYPE-A

TYPE-A

TYPE-A

TYPE-B

SODDING

SEE S-103 DWG

SEE S-104 DWG

PROVIDE NEW PAVEMENT MARKING. (W=180, YELLOW COLOR)

BID OPTION CLIN006

S I T

E

P

L A

N

C-101

C d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

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S

C A

L E

S U

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T E

D

B

Y

F I

M

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S I Z

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US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

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Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

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E S

C

C O

N S

T R

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T

R U

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L

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F F

L O

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A N

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L O

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I L I T

I E

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M C

A K

U N

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J A

P A

N

F I

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H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

DMH

DMH

DMH

EMH

EMH

EMH

EMH

EMH

FHY

DMH

X

XXX

X

X X X

GRAPHIC SCALE

SCOPE OF WORK LEGEND

NEW WORK

PROVIDE NEW ASPHALT CONCRETE PAVEMENT. DETAIL 4/C-5031

PROVIDE NEW CONCRETE CURB. DETAIL 1/C-503

PROVIDE NEW CONCRETE PAVEMENT. DETAIL 1/C-502

DESCRIPTION

CONCRETE PAVEMENT

BLDG/STRUCTURE

AC PAVEMENT

BLDG

EXST NEW

CONCRETE CURB

CONCRETE CURB & GUTTER

FENCE LINE

SCALE: 1:200

SITE PLAN-2

C-102C-102

REFUELER FILLSTAND

EQUIP MENT

105310 20m

1 : 200

FILL-STAND CANOPY

SEE S-108 DWG

24780

197802500 2500

R

R

R

R

R

R

NEW EYEWASH

STATION

EXIST

FUEL

STORAGE

TANK

PROVIDE NEW SODDING. DETAIL 5/C-503

CP-4

X=-204946.173

Y=6933.566

H=2.504

PROVIDE NEW CONCRETE SIDEWALK. DETAIL 6/C-503

X=-204959.475

Y= 6951.137

X=-204955.545

Y= 6926.67

X=-204974.779

Y= 6948.679

X=-204970.849

Y= 6924.212

X=-204986.18

Y= 6951.528

X=-204980.78

Y= 6917.859

X=-204978.597

Y= 6938.319

X=-204979.672

Y= 6945.014

SEE PAVEMENT

JOINT PLAN SEE 2/C-501

CONTAINMENT

BASIN

TOP 2.630

PROVIDE NEW ASPHALT CONCRETE PAVEMENT. DETAIL 4/C-503

CP-5

X=-204952.810

Y=6975019

H=2.234

CP-6

X=-204972.442

Y=6900.633

H=2.658

SODDING

S I T

E

P

L A

N

C-102

C d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

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N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

D

E S

C

C O

N S

T R

U C

T

T

R U

E

L

O

F F

L O

A D

A N

D

L O

C

I L I T

I E

S

M C

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

1.541.52 1.53

1.57

1.54

1.56

1.55 1.54 1.541.52

1.49

1.48

1.44

1.62

1.44

1.39

1.51

1.60

1.55

1.27

1.11

1.24

1.56

1.68

1.68

1.53

1.59

1.52

1.49

1.48

1.44

1.40

1.41

1.43

1.39

1.29 1.29

0.76

1.47

1.34

1.281.28

1.28

1.28

1.32

1.11

1.25

1.31

1.25

1.08

1.27

1.27

1.32

1.29 1.29

1.32

1.27

1.25

1.27

1.32

1.45

1.23

0.96

1.24

1.02

0.77

1.22

0.591.46

1.60

1.60

1.59

1.38

1.61

1.49

1.61

1.52

1.61

1.29

1.44

1.38

1.40

1.35

1.31

1.29

1.28

1.241.26

1.34

1.49

1.38

1.47

1.20

1.21

0.10

1.29

1.30

0.05

1.18

1.18

1.12

1.13

1.18

1.18

0.39

0.23

1.17

1.17

1.15

1.48

1.24

0.43

1.33

1.25

1.03

1.25

1.18

1.18

1.13

0.90

0.97

0.51

0.87

0.96

0.53

0.89

0.90

0.23

0.92 0.58

0.94

0.95

1.14

1.16

0.90

0.16

0.91

1.05

1.18

1.06

1.25

1.27

1.21

0.98

0.13

0.98

1.13

1.27

1.29

1.06

1.04

1.30

1.35

1.35

1.36

1.23

1.32

1.26

1.33

1.35

1.37

1.29

1.31

1.35

1.37

1.30

1.34

1.34

1.35

1.36

1.32

1.32

1.36

1.35

1.36

1.55

1.56

1.32

1.31

1.36

1.38

1.35

1.33

1.29

1.14

0.96

1.05

0.86

0.69

1.05

0.88

0.68

1.04

1.13

-0.49

1.26

1.18

1.24

0.52

1.29

1.27

-0.35

0.31

1.25

-0.39

1.29

1.22

1.28

0.57

1.28

1.29

1.15

1.25

1.27 1.28 1.28

0.69

1.49

1.29

1.65

1.59 1.62

0.76

0.72

0.59

1.43

1.41

1.42

1.46

1.32

1.44

-0.08

1.38

1.36 1.37

1.55

1.58

1.62

1.63 1.62

1.60

1.60

1.60

1.29

1.33

1.18

1.33

1.22

1.43

1.39

1.30 1.30

1.27 1.321.31

1.29

1.23

1.13

1.21

1.39

1.09

1.15

0.97

0.93

0.97

0.97

1.04

0.96

1.05

1.19

1.05

0.98

1.51

1.58

1.37

1.47

1.45

1.50

1.23

1.58

1.15

1.51

.0

FHY

FHY

EMH

EMH

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X

X

X

X

X

X

X

X X

X X

X X

X X

SI

SI

DMH

DMH

SI

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

X X

X X

DMH

SI

SI

TOP 1.300

1.2701.270

BOT 1.150

TOP 1.300

BOT 1.150

TOP 1.300

BOT 0.995

TOP 1.300

BOT 0.996

TOP 1.24

BOT 0.826

BOT 0.77

BOT 0.59

1.245

1.241

TOP 1.25

BOT 1.03

1.300

TOP 1.511

BOT 1.361

TOP 1.511

BOT 1.361

FL=1.511

1.233

1.233

TOP 1.300

BOT 0.909

DMH

SI

P

I

V

SI

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1.260

1.310

1.275

SI

1.58

1.58

1.51

1.55

1.58

1.58

1.59

1.60

1.51

1.50

1.58

1.58

1.59

1.60

1.61

1.61

1.60

1.57

1.62

1.61

1.52

1.61

1.61

1.61

1.65

1.53

1.53

1.56

1.57

1.54

1.541.52

1.53

1.57

1.72

1.53

1.55 1.55 1.54 1.54

2.17

1.60

1.55

1.62

1.60

1.57

0.85

1.60

1.74

1.61

1.54

1.56

1.55 1.541.541.52

1.49

1.48

1.44

1.62

1.44

1.39

1.51

1.60

1.55

1.27

1.11

1.24

1.56

1.68

1.68

1.53

1.59

1.52

1.49

1.48

1.44

1.40

1.41

1.43

1.39

1.29 1.29

0.76

1.47

1.34

1.281.281.28

1.28

1.32

1.11

1.25

1.31

1.25

1.08

1.27

1.27

1.32

1.29 1.29

1.32

1.27

1.25

1.27

1.32

1.45

1.23

0.96

1.24

1.02

0.77

1.22

0.59

1.46

1.60

1.60

1.59

1.38

1.61

1.49

1.61

1.52

1.61

1.29

1.44

1.38

1.40

1.35

1.31

1.29

1.28

1.24 1.26

1.34

1.49

1.38

1.47

1.20

1.21

0.10

1.29

1.30

0.05

1.18

1.18

1.12

1.13

1.18

1.18

0.39

0.23

1.17

1.17

1.15

1.48

1.24

0.43

1.33

1.25

1.03

1.25

1.18

1.18

1.13

0.90

0.97

0.51

0.87

0.96

0.53

0.89

0.90

0.23

0.92

0.58

0.94

0.95

1.14

1.16

0.90

0.16

0.91

1.05

1.18

1.06

1.25

1.27

1.21

0.98

0.13

0.98

1.13

1.27

1.29

1.06

1.04

1.30

1.35

1.36

1.23

1.32

1.26

1.33

1.35

1.37

1.29

1.31

1.35

1.37

1.30

1.34

1.34

1.35

1.36

1.32

1.32

1.36

1.35

1.36

1.55

1.56

1.32

1.31

1.36

1.38

1.35

1.33

1.29

1.14

0.96

1.05

0.86

0.69

1.05

0.88

0.68

1.04

1.13

-0.49

1.26

1.18

1.24

0.52

1.29

1.27

-0.35

0.31

1.25

-0.39

1.29

1.22

1.28

0.57

1.28

1.29

1.15

1.25

1.27 1.28 1.28

0.69

1.49

1.29

1.65

1.58

1.56

1.59

1.63

1.69

1.61

1.60

1.57

1.60

1.65

1.59 1.62

0.76

0.72

0.59

1.43

1.41

1.42

1.46

1.32

1.44

-0.08

1.38

1.361.37

1.55

1.58

1.62

1.59

1.63

1.55

1.62

1.60

1.57

1.60

1.60

1.48

1.53

1.68

1.56

1.45

1.44

1.42

1.39

1.40

1.63 1.65

1.36

1.61

1.42

1.60 1.61

1.39

1.37

1.61

1.43

1.31

1.33

1.32

1.37

1.30

1.61

1.46

1.70

1.66

1.91

1.63

1.70

1.17

1.28

1.29

1.33

1.18

1.33

1.22

1.43

1.39

0.00

1.58

1.44 1.43

1.30

1.29

1.28

1.40

1.40

1.30

1.70

1.64

1.67

1.69

1.90

1.58

1.56

1.36

1.25

1.19

1.30

1.42 1.32

1.58

1.41

1.60

1.34 1.31

1.32

1.50

1.33

1.54

1.30

1.64

1.62

1.57

1.65

1.63

1.60

1.50

1.37

1.41

1.46

1.42

1.49

1.26

0.36

1.52

1.45

1.56

1.47

1.50

1.451.44

1.47

1.45

1.48

1.49

1.42

1.41

0.37

1.59

1.41

1.52

1.05

1.55

1.56

0.97

1.05

1.61

1.00

1.00

1.56

1.48

1.41

0.99

0.90

1.55

1.47

1.38

0.93

0.93

1.53

1.47

1.34

1.04

1.06

1.47

1.41

1.29

1.09

1.44

1.42

1.21

1.53

1.14

1.52

1.52

1.56

1.45

1.31

1.23

1.14

1.23

1.36

1.29

1.26

1.18

1.15

1.18

1.17

1.30 1.30

1.27

1.32

1.31

1.29

1.23

1.13

1.21

1.39

1.09

1.15

0.97

0.93

0.97

0.97

1.04

0.96

1.05

1.19

1.05

0.98

1.51

1.58

1.37

1.47

1.45

1.50

1.50

1.63

1.51

1.60

1.64

1.69

1.67

1.23

1.03

1.10

1.61

1.25

1.40

1.58

1.43

1.28

1.58

1.15

1.51

1.42

M

X

X

X

X

X

X

X

SI

SI

DMH

DMH

SI

X

DMH

SI

SI

DMH

SISI

SI

LEGEND

DESCRIPTION

CONCRETE PAVEMENT

BLDG/STRUCTURE

AC PAVEMENT

BLDG

EXST NEW

CONCRETE CURB

CONCRETE CURB & GUTTER

FENCE LINE

DRAINAGE LINE

GATE VALVE & FIRE HYDRANT

WATER LINE

SD SD

Wx W

FHY FHY

GRAPHIC SCALE

SCALE: 1:200

GRADING PLAN-1

CG101CG101

TURNSTILE

105310 20m

1 : 200

EXIST

SLIDE GATE

WATER LINE

F F

THIS SHEET

GRADING PLAN-1

GRADING PLAN-2

M1-35

DMH #4

TOP 1.33

IN 0.439±

OUT 0.411

DMH #5

TOP 1.27

SI #1

TOP 1.30

SI #2

TOP 1.30

DMH #3

TOP 1.28

SI #3

TOP 1.30

IN 0.30±

OUT 0.250

SI #4

TOP 1.00

SI #5

TOP 1.00

SI #6

TOP 1.00

DMH #4

TOP 1.24

EXIST DMH

TOP 1.46

DMH #1

TOP 1.22

DMH #2

TOP 1.27

O/W SEPARATOR

TOP 1.27

EXIST GI

TOP 0.87

EXIST SI

TOP 0.98

EXIST SI

TOP 1.18

MATCH LINE SEE DWG CG102

M A

T C

H

L I N

E

S

0.70%

C-301CG101

C

C G

1.25

CP-1

X=-206386.098

Y=5739.940

H=1.399

KEY PLAN

G R

A D

I N

G

P

L A

N

CG-101

C G d w g

M T

S M

K O

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I

M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 92

100% DESIGN

F Y

P

R O

J E

D

E S

C

C O

N S

T R

U C

T

T

R U

E

L

O

F F

L O

A D

A N

D

L O

C

I L I T

I E

S

M C

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

C

G d

O

T T

M o n d a y

F e b r u a r y

P

M

RCCM

LC# 98-23-04003245

1.24

0.52

1.29

1.27

1.63

1.69

1.61

1.60

1.57

1.60

1.65

1.59 1.62

0.76

0.72

0.59

1.43

1.41

1.46

1.32

1.44

-0.08

1.38

1.36 1.37

1.59

1.63

1.55

1.62

1.60

1.57

1.60

1.60

1.48

1.53

1.68

1.56

1.45

1.44

1.42

1.39

1.40

1.63 1.65

1.36

1.61

1.42

1.60 1.61

1.39

1.37

1.61

1.43

1.31 1.33

1.32

1.37

1.30

1.61

1.46

1.70

1.66

1.91

1.63

1.70

1.17

1.29

1.33

1.18

1.33

1.22

0.00

1.58

1.44 1.43

1.30

1.29

1.28

1.40

1.40

1.30

1.70

1.64

1.67 1.69

1.90

1.58

1.56

1.36

1.25

1.19

1.30

1.42 1.32

1.58

1.41

1.60

1.34 1.31

1.32

1.50

1.33

1.54

1.30

1.64

1.62

1.57

1.65

1.63 1.60

1.50

1.37

1.41

1.46

1.42

1.49

1.26

0.36

1.52

1.45

1.56

1.47

1.50

1.45 1.44

1.47

1.45

1.48

1.49

1.42

1.41

0.37

1.59

1.41

1.52

1.05

1.55

1.56

0.97

1.05

1.61

1.00

1.00

1.56

1.48

1.41

1.50

1.63

1.51

1.64

1.69

1.67

1.23

1.10

1.61

1.25

1.40

1.58

1.43

1.28

1.58

1.15

1.51

1.42

.5

FHY

FHY

FHY

SMH

SMH

SMH

SMH

SMH

M

EMH

EMH

EMH

EMH

EMH

EMH

EMH

TMH

TMH

TMH

TMH

TMH

SMH

SMH

SMH

SMH

EMH

M

SMH

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

X

X X X

X X

X

1.00

1.5

1.50

.2

M

X

X

X

X

X

X

X

SI

SI

DMH

DMH

SI

X

DMH

SI

SI

DMH

SISI

SI

LEGEND

DESCRIPTION

CONCRETE PAVEMENT

BLDG/STRUCTURE

AC PAVEMENT

BLDG

EXST NEW

CONCRETE CURB

CONCRETE CURB & GUTTER

FENCE LINE

DRAINAGE LINE

GATE VALVE & FIRE HYDRANT

WATER LINE

SD SD

Wx W

FHY FHY

GRAPHIC SCALE

SCALE: 1:200

GRADING PLAN-2

CG102CG102

TURNSTILE

105310 20m

1 : 200

WATER LINE

F F

THIS SHEET

GRADING PLAN-1

GRADING PLAN-2

M1-35

1018 1019

MATCH LINE SEE DWG CG101

M A

T C

H

L I N

E

S

1.500

TOP OF PAD

1.592

1.592

1.636

1.644

1.650 1.610

TOP OF PAD

1.475

1.421

1.384

1.383

1.531

TOP OF PAD

1.474

FL=1.450

F L

1.450

1.450

1.650

1.650

1.450

1.600

1.400

1.600

F L

1.550

1.550

CP-2

X=-206480.035

Y=5706.