Correct Atta 1-2 Drawings_Non-WorkPlanOMA_CIVIL.pdf

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

COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND CARPET SODDED.

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

A CLEAN CONDITION ACCEPTABLE TO THE 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

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

EXPENSE TO THE SATISFACTION OF THE 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

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 THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

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

OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

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

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

EXISTING SITE CONDITIONS PRIOR TO START OF WORK.

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

CIVIL

C-1

- 1

GENERAL NOTES :

GENERAL NOTES

GENERAL NOTES

REPAIR BUILDING

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

LEGEND :

BUILDING

REMOVAL

CONC SIDEWALK/ PAD

TREE/ SHRUB

QTYNO. ITEM

REMOVAL SCHEDULE

REMARK

16.0 SM

CIVIL

C-2

REMOVAL PLAN

REMOVAL PLAN

BUSHES RELOCATION IN PROJECT SITE.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR THE TREES AND

CONTRACTOR SHALL COORDINATE WITH COR.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVAL.

VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE ESTIMATED QUANTITIES, THE CONTRACTOR SHALL

NOTE:

75.0 LMCON'C OPEN DITCH

CON'C SIDEWALK

SURFACE INLET 3 EA

CUT AND PLUG GAS LINE

SCALE = 1 : 200

G

S

5 31.0 LMCUT AND PLUG WATER LINE

6 58.0 LMSEWER MANHOLE AND LINE

7.0 LM

C O

N T

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IN

E R

C O

N T

A

IN

E R

C O

N T

A

IN

E R

C O

N T

A

IN

E R

C O

N T

A

IN

E R

C O

N T

A

IN

E R

S

DN

MUD AREA

DN

S

S

W

SCHEDULE #1 (REPAIR/MAINTENANCE)

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

CIVIL

SITE LAYOUT PLAN AND SCOPE OF WORK

SITE LAYOUT PLAN

SCHEDULE #2 (CONSTRUCT/ALTERATION)

C-3

3 SCALE = 1 : 200

W

W

W

W

W

0S

0S

0S

0S

APPROX. 2450.0 SM

MILL/OVERLAY W/ 50MM THK AC SURFACE COURSE,

APPROX, 330.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

SURFACE INLET W/ NEW

REPLACE EXST THREE (3)

APPROX. 20.0 LM

CONSTRUCT CON'C ENCASEMENT,

CONSTRUCT STOOP W/ STEP AND RAMP

STOOP W/ STEP AND RAMP

CONSTRUCT MUD AREA AND

-APPROX. 300.0 SM

W/ ASPHALT PAVING,

REPLACE EXST TURF AREA

APPROX. 0.0 LM

150MM PVC SEWER LINE,

TWO (2) SEWER MANHOLE AND

REPLACE EXST 1.3M X 1.3M

APPROX. 40.0 LM

REPLACE 0.4M W STEEL GRATING COVER DITCH,

W/ GATE VALVE, APPROX. 50.0 LM

REPLACE 50MM DIA PVC WATER LINE

3. REPLACE 0.4M W STEEL GRATING COVER DITCH.

6. REPLACE 50MM DIA PVC WATER LINE W/ GATE VALVE.

1. REPLACE EXST TURF AREA W/ ASPHALT PAVING.

2. MILL/OVERLAY W/ 50MM THK AC SURFACE COURSE.

4. REPLACE EXST THREE (3) SURFACE INLET W/ NEW.

7. RESTORE CARPET SODDING W/ TOP SOIL.

MANHOLE AND 150MM PVC SEWER LINE.

5. REPLACE EXST 1.3M X 1.3M TWO (2) SEWER

STEP AND RAMP.

1. CONSTRUCT MUD AREA AND STOOP W/

TO DITCH.

2. CONNECT 100MM PVC PIPE FROM MUD AREA

3. CONSTRUCT CON'C ENCASEMENT.

1~4

1, 2

1~4

APPROX. 8.0 LM

FROM MUD AREA TO DITCH,

CONNECT 100MM PVC PIPE

8. PAINT HYDRANT AND REPLACE GUARD POST.

REPLACE GUARD POST

PAINT HYDRANT AND

1~3

- 7

- 7

- 5 - 7

41, 2

D N

GL

FL

GL

D N

M U

D A

R E

A

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

585019007550 3770140025307300

NOT TO SCALE-

1 RAMP PLAN - 1

NOT TO SCALE-

RAMP PLAN - 22

NOT TO SCALE-

RAMP SECTION4

0 1

D13@300 O.C

1500 & 2000

DETAIL-"A"

DETAIL-"A"

4'-0"O.C MAX.(TYP.)

TYP.

TYP.

PIPE FLANGE

PIN

GUARDRAIL POST

9.5mm DIA STAINLESS

STL EXP BOLTS W/ EPOXY

RETAINING WALL TOP

PLATE

"THK. END 8

CROSS STRAIGHT TEE STRAIGHT

38MM DIA STEEL. PIPE GUARDRAIL

38MM DIA STEEL. PIPE GUARDRAIL

4" O.C MAX(TYP.)

25MM DIA STEEL. ROD BALUSTER

DETAIL-"A"

NOT TO SCALE-

HANDRAIL3

4 4

400MM W STEEL GRATING COVER DITCH

SURFACE INLET(1.0M X 1.0M)

- 5

1, 2

CIVIL

C-4

RAMP DETAIL

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

TL

E T

P

IP

E

1,000

V A

R

IE

S

1C

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

CIVIL

SHALLOW SURFACE INLET - PLAN

S E C T I O N

D E T A I L

D E T A I L

DETAIL

SEE

O.C. E.W.

D13 @ 200

O.C. E.W.

D13 @ 200

@ 100 O.C.

WELD TO FLAT BAR

GALV D10 CROSS BAR

PRINCIPAL INFLOWS

TO DIRECTION OF

PERPENDICULAR

CROSS BARS ARE

BE PLACED SO

GRATING SHALL

D10 CROSS BAR

SEE PLAN

DRAIN PIPE

SEE PLAN

DRAIN PIPE

GREATER THAN 1.0 M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

4. USE 1 x 1 M WIDE OPENING WHEN DEPTH IS

EXCEEDS 1.20 METERS.

DEPTH FROM TOP TO COVER TO INVERT

3. INSTALL GALV. STEEL LADDER ONLY WHEN

FABRICATION.

2. GRATING SHALL BE GALVANIZED AFTER

GALVANIZED.

1. ALL EXPOSED STEEL MEMBERS SHALL BE

NOTES :

100 100

10 10

100 100

V A

R I

E S

150 150

SCALE: NONE

SURFACE INLET

70x10 @ 50 O.C.

FLAT BAR (GALV)

GRATING FRAME

70x10 FLAT BAR

GALVANIZED

70x10 @ 50 O.C.

FLAT BAR (GALV)

@ 600 O.C. MAX

BAR WELD TO ANGLE

W/10 0x125 L ANCHOR

L70x50x6 (GALV)

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

F

BEARIN

G B

AR

10 SQ CROSS BAR

TWISTED

TYP

NOTES:

1. STEEL GRATINGS FOR CONCRETE DITCHES SHALL

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

FOR 20-TON DESIGN TRUCK LOAD:

WHEEL LOAD = 79 KN(8.0 TONS).

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

2B

STEEL GRATINGS

D13 @ 300mm OC EW

D13 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

2A

SECTION

STEEL GRATING SCHEDULE

H

B

C

D

150 L70x70x6

ANGLE BARTRENCH WIDTH

V A

R D

150 D TRENCH WIDTH D 150

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

CONC DITCH W/ STEEL GRATINGS

SCALE: NONE

1A

1C

1B

1D

10 10

CONC 21 MPa

FIN GRADE

S

E

P R

O F I

L E

C-5

VAR

VAR

VAR

VAR

VAR

25 5 35 150 L30x30x6400

MISC. DETAILS - 1

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

2A

2B

2A

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

AND SMALLER

4-D13 ON PIPES 200

D13 LONGITUDINAL

AT 300 OC USE ONLY

LAPPED 300 AT ENDS

D10 HOOPS 250 OC

NOT TO SCALE

MINPIPEMIN

757575 OD OF 75

M

IN

M

IN

O D

O F

P

IP

E

CONC ENCASEMENT

REINFORCED CONCRETE ENCASEMENT

AC PAVEMENT

SCALE: NONE

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

CIVIL

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONESCALE: NONESCALE: NONE

CARPET SODDING

COMPACTED BASE COURSE (NFSM)

MAX.

2,1

TYP

RISER

SEE TABLE

ABRASIVE AGGREGATE FINISH

HEAD CLEARANCE-"Y"

OF STEPS UNLESS OTHERWISE NOTED ON PLANS

HANDRAILS TO BE INSTALLED BOTH SIDES

WELLED ALL CONNECTION

SEE TABLE ON

DWG. NO. C0104

38mm STD. STEEL PIPE

,2

M A

X

SIDEWALK

PAINT HANDRAIL-COLOR TO BE CHOSEN

4 BARS @150 O.C.

13R

SEE DETAIL

4 BARS @300 O.C.

SEE DETAIL

STOOP

@ 300 OC

25mm DIA X 400mmL

W/ SEALANT

13mm JOINT FILLER

,2

M A

X

1A

1B

MECH RM : 1,450

EQUIP MAINTENANCE : 2,500

SAFETY NOSING W/

CONC. STAIR

ABRASIVE SURFACE

ANCHOR PER

MFR STD.

SAFETY NOSING DETAILS

13 R

R

IS

E R 2

TREAD

1A

EPOXY CAULKING

POST DETAIL

1B

SCALE: NONE

CON'C STEP W/ HANDRAIL

BY COR TO CONFORM

C

2% SLOPE

EXISTING SUBGRADE

EXISTING BASE COURSE

VARIES

TO REMAIN

EXISTING SUBBASE COURSE

2% SLOPE

TO REMAIN

TO REMAIN

BASE COURSE NOT EXPOSED

MILLING & OVERLAY

50 / 100MM THK AC PAVEMENT

OVERAY ON EXSTING PCC W/ TACK COAT

EXISTING PCC PAVEMENT

2C6

6 6

MISC. DETAILS - 2

C-6

NOTE:

BELL HOLES SHALL BE EXCAVATED TO THE

NECESSARY SIZE AT EACH JOINT OR

COUPLING TO ELIMINATE POINT BEARING.

SATISFACTORY

BACKFILL

INITIAL

BACKFILL

BEDDING-SELECT

GRANULAR MATERIAL

SHALL BE FREE OF

ROCK 13 OR LARGER

UNYIELDING

MATERIAL

FIRM UNDISTURBED

EARTH (SEE NOTE)

UNYIELDING MATERIAL

TRENCH BOTTOM

EARTH TRENCH BOTTOM

TURFED OR MISC AREAS

PLASTIC

MARKING TAPE

(300 DEEP MAX)1

1.5

TRENCH WALLS CUT

TO 1.5:1 MAX

WITHOUT SHORING

M I

N

OD + 600

TYPICAL TRENCH SECTION

SCALE: NONE7

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

V A

R I

E S

S

P L

A N

GROUND LINE

CONC. COLLAR

C.I. COVER

MARKED "WATER"

150 150

D10 REBAR

TIE RODS 2 EA.

CONCRETE NON-TRAFFIC

VALVE BOX WITH

CONC. OR PVC (C-900)

EXTENSION

BRICKS OR CONCRETE

BLOCKS (100x150)

GATE VALVE (WITH BELL

ENDS SHOWN)

CONC.BASE WIDE

WATER

MAIN

GATE VALVE W/ VALVE BOX

SCALE: NONE

CIVIL

NOTE:

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm (250 PSI) PRESSURE IN THE

PIPE AND 71,820 NEWTONS/M (1500 PSF) SOIL BEARING PRESSURE.

WATERWATER

375 375

WATER 5

(WIDE)

DIMENSION TABLE OF CONCRETE BASE

VALVEVALVE A B

SIZE

TIE ROD

SIZE

(WIDE) (DEPTH)

62 300

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D13 BAR

A B

TIE ROD

2-D13 BAR

(DEPTH)

850 2-HD16 BAR

2-HD16 BAR

2-HD19 BAR

2-HD19 BAR1800

- SCALE: NONE

PLAN - VALVE BOX

2B

CONC VALVE BOX

NON-TRAFFIC TYPE

2A

CI VALVE BOXES

TRAFFIC TYPE

C-7

MISC. DETAILS - 3

DETAIL

1E

HD13 @ 200 OC

4EA-ANCHOR 10mm DIA X 150mm

5mm

I BAR

@ 100mm OC

WELDED TO FLAT BARS

8mmX8mm CROSS BAR

1C

1B

1C

1E

1B

1A

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm OC EW

SECTION

DRAIN PIPE

D13 @ 200mm OC EW

SEE DETAIL

50150

STEEL GRATING COVER

PLAN

SECTION

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm

OC EW

D13 @ 200mm OC EW

EXST STEEL GRATING

D16 BARS

AROUND PIPE

DITCH CROSS

BE SAME AS

OPENING TO

-SECTION

EXPANSION JOINT 1D

EXPANSION JOINT

1D

EXPANSION JOINT

10 PREMOLED

EXPANSION JOINT

JOINT SEALER

10 PREMOLED

EXPANSION JOINT

V A

R

M

IN

.3

150 300 150

L-56X61X6

50X7X4 @ 30

DITCH AND RCP CONNECTION

SCALE: NONE7

1A

SECTION

CONC

BELLxPLAIN END SLEEVE (TYP)

FLOW

FLOW

40 CLEAR

NOTE:

USE 775mm MIN MANHOLE OPENING

FOR MANHOLE W/LADDER.

RING 700mm DIA

COVER SEE DETAIL

CI MANHOLE FRAME AND

D13 BARS @ 300mm OC

CONC RING

D13 LOOP

D13 BARS @ 200mm OC EW

D13 BARS @ 200mm OC EW

FLOOR OF MANHOLE OUTSIDE THE CHANNELS

SHALL BE SMOOTH AND SHALL SLOPE TOWARD

THE CHANNEL NOT LESS THAN 25mm PER 0.3M

NOR MORE THAN 50mm PER 0.3M.

FOR SEWER MANHOLE ONLY.

CONSTRUCTION JOINT

D13 BARS @ 200mm OC EW

D13 BARS-EDGES,

TOP AND BOTTOM

HD16 BARS

TOP AND BOTTOM

HD16 BARS

BOTTOM ONLY

D13 BARS

@125mm OC EW

1B

TOP SLAB REINFORCING

CHANNELIZED FLOOR OF CONC

MANHOLE APPLICABLE TO ONLY

SEWER MANHOLES

NOTE:

FNSH GRADE RIDGES RAISED 8mm

2B 2D

RIBS (MAY BE

ELIMINATED FOR NON

-TRAFFIC MANHOLE)

2A

FRAME - PLAN

2B

SECTION

2C

COVER - PLAN

2D

SECTION

SEWER

NOTES:

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

A WHEEL LOAD OF 7,260KG PLUS 25% ALLOWANCE FOR IMPACT AND

THE USE OF CLASS 20 CAST IRON OR "KS" EQUIVALENT PRODUCT.

OTHER DESIGNS DIFFERING ONLY IN NON-ESSENTATIAL DETAILS

AND AS APPROVED BY THE INSTALLATION CONTRACT REPRESENTATIVE(S)

MAY BE USED. TOTAL WEIGHT SHALL NOT BE LESS THAN 180 Kg.

"WATER" "SEWER" AND "STORM" SHALL BE AT LEAST 50mm HIGH AND

SHALL BE CAST IN CENTER OF COVER FOR WATER, SANITARY SEWER

AND DRAINAGE SYSTEM, RESPECTIVELY.

2. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON

OR 100mm REINFORCED CONCRETE COVERS, AS SHOWN, SHALL BE USED UNLESS

OTHERWISE INDICATED.

3. WHERE A NON-TRAFFICTYPE MANHOLE IS SHOWN ON THE PLANS, CAST IRON

WITHOUT THE SUPPORTING RIBS MAY BE USED.

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

DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

NOTE:

V A

R

S E

E P

L A

N

M

IN

M A

X

M A

X

200 400

300 300

D

IA

M

IN

32�

25MIN

295 200

25650

600 MIN

775 MIN W/LADDER

150 663 150

32�

0 2

25MIN 19

SCALE: NONE

SEWER M/H

CHOE, S M.

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

SCALE: NONE

CIVIL

CAST IRON SEWER MANHOLE FRAME AND COVER 2

SEWER M/H

C-8