C101_SITE-ROADWAY.pdf

EXIST. TUKUL

EXIST. POOL

EXIST. POOL DECK

EXIST. TUKUL TO REMAIN

SECURITY

ROOM

N

481.50

482.50

GATE

481.50

481.50

482.00

NEW CONCRETE

DITCH

5.000

45.000

11.830

5.000

5.000

17.976 R= 15.000m L= 5.346m

R= 10.000m L= 12.013m

R= 10.000m L= 3.564m

R= 5.500m L= 12.412m

LIMIT OF PROP PAVED

CABRO ROAD. MEET

EXIST CABRO ROADWAY

PROP CABRO

PAVERS ROADWAY

PROP CABRO

PAVERS ROADWAY

R= 12.000m L= 12.524m

R= 15.000m L= 11.224m

R= 9.500m L= 10.119m

5.950

PROP SEDIMENT

TRACKING CONTROL

EXIST DRAINAGE

CHANEL

35.082

R= 13.000m L= 10.924m

21.984

5.0

R= 18.000m L= 15.126m

3.5

483.00

3.0

2.5

482.50

482.00

482.50

482.00 482.00

483.50

484.50

485.00

485.00

485.50

486.00

486.50

4.5

484.00

3.0

EXIST DRAINAGE

CHANEL

LIMIT OF PROP PAVED

CABRO ROAD. MEET

EXIST GRADE

LIMIT OF PROP PAVED

CABRO ROAD. MEET

EXIST GRADE

CAR WASH

PROP 600mm PRECAST

CONCRETE STORM DRAIN

CROSSOVER

SD

U E

PROP ELECTRIC

MANHOLE (TYP)

EMH

EMH

PROP 305mm RCP SLEEVE FOR

FUTURE TELECOM/ELECTRIC

CONNECTIONS (TYP)

U E

EMH

EMH

UE

EMH

EMH

PROP 305mm RCP SLEEVE FOR

FUTURE TELECOM/ELECTRIC

CONNECTIONS (TYP)

PROP ELECTRIC

MANHOLE (TYP)

PROP 1.20m CONCRETE

SIDEWALK (TYP)

OUTLET

EXISTING STONE

SWALE

OUTLET

RECONSTRUCT

EXISTING SIDEWALK

PROP LANDSCAPE

AREA

PROP LANDSCAPE

AREA

PROP LANDSCAPE

AREA

PROP LANDSCAPE

AREA

PROP SUPEREVALTION,

2% MAX.

PROP SUPERELEVATION,

2% MAX.

MEET EXIST

SIDEWALK

PROP CONTROL

JOINT (TYP)

PROP CONSTRUCTION

JOINT (TYP)

PROP 1.20m CONCRETE SIDEWALK AND 150mm CONCRETE CURB (TYP)

PROP SUPERELEVATION,

2% MAX.

PROTECT TREES

PROTECT

WATER PUMP

REMOVE TREE

19.576

PROP 600mm PRECAST

CONCRETE DITCH (TYP)

PROP LANDSCAPE

AREA

0 204 10

SCALE: 1:200m

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

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C101SITE PLAN - ROADWAY

1:200

GENERAL NOTES:

1. FOR ROADWAY SECTION, SEE CONSTRUCTION DETAILS

VOLUME 2

DETAIL 6

C201

DETAIL 6

C201

D

ETAIL 7

C

D

ETAIL 7

C

DETAIL

C20

DETAIL

C20

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

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VOLUME 2

CABRO PAVER

BLOCKS

TIGHT JOINTS SWEPT WITH

POLYMERIC SAND

COMPACTED EXISTING

SUB-GRADE

EXISTING COMPACTED

GRAVEL BASE

25mm SAND

SETTING BED

200mm

CABRO PAVER BLOCKS DETAIL1 NOT TO SCALE

PRECAST CONCRETE DITCH WITH

GALVANIZED STEEL BAR GRATE2 NOT TO SCALE

100mm 12.5mm

12.5mmTOOLED

CONTROL JOINT

SILICONE JOINT SEALANT

BOND BREAKER

(e.g MASKING TAPE)

PREFORMED EXPANSION JOINT

FILLER (FULL DEPTH - START 12.5mm

BELOW SURFACE TO ALLOW ROOM

FOR SILICONE SEALANT)

CONCRETE SIDEWALK DETAIL4 NOT TO SCALE

100mm CONCRETE

EXISTING

COMPACTED

GRAVEL

25mm

COMPACTED

EXISTING

SUB-GRADE

DETAIL AT CONTROL JOINTS DETAIL AT CONSTRUCTION JOINTS

PRECAST CONC.

CURB DETAIL3 NOT TO SCALE

VARIES (4M min.) SEE

CONSTRUCTION PLAN

2.0% MAX. 2.0% MAX.

EXISTING COMPACTED

GRAVEL

COMPACTED EXISTING SUB-GRADE

MEET GRADE

(TYP.)

CABRO PAVER

BLOCKS

EXISTING COMPACTED

GRAVEL

PROP. PRECAST

CONCRETE CURB (TYP)

152x152 MW 13x13 WWF (TYP)

REVEAL 150mm

MAX. (TYP)

82.0

5.0 6.0 60.0

70.0

17.0

47.0 53.0

60.0

2% MAX.

VARIES (4M min.) SEE

CONSTRUCTION PLAN

2.0% MAX.

EXISTING COMPACTED

GRAVEL

COMPACTED EXISTING SUB-GRADE

MEET GRADE

(TYP.)

CABRO PAVER

BLOCKS

EXISTING COMPACTED

GRAVEL

PROP. PRECAST

CONCRETE CURB (TYP)

100mm LOAM AT LANDSCAPED AREAS 152x152 MW

13x13 WWF (TYP)

COMPACTED EXISTING SUB-GRADE

CONSTRUCTION NOTE:

THE CONTRACTOR SHALL LEVEL THE EXISTING

GRAVEL BASE TO ACHIEVE DESIRED FINAL GRADES.

2% MAX.

VARIES

ROADWAY SUPERELEVATED DETAIL5 NOT TO SCALE

2.0% MAX.

150mm

0m m

50mm R

VARIES (4M min.) SEE

CONSTRUCTION PLAN

2.0% MAX.

EXISTING COMPACTED

GRAVEL

COMPACTED EXISTING SUB-GRADE

CABRO PAVER

BLOCKS

2% MAX.

2.0% MAX.

PROP. PRECAST

CONCRETE CURB (TYP)

152x152 MW 13x13 WWF (TYP)

100mm LOAM AT

LANDSCAPED AREAS

VARIES

ROADWAY SUPERELEVATED DETAIL6 NOT TO SCALE

VARIES

100mm LOAM &

SEEDING

ROADWAY CROWNED DETAIL7 NOT TO SCALE

REVEAL 150mm

MAX. (TYP)

Fi le

N am e:

D ra w n by

C on tr ac t D at e:

D es cr ip tio n

Sy m bo l

D at e A pp r.

D es cr ip tio n

Sy m bo l

D at e A pp r.

A

B C D E

D es ig ne d by

R ev ie w ed b y:

Pl ot

D at e:

Pl ot

S ca le

D rw g.

C od e:

UNITED STATES AGENCY

INTERNATIONAL DEVELOPMENT

USAID

Sheet Reference Number

Su bm itt ed b y:

A pp ro ve r

Is su ed D at e:

D el iv er ab le

D at e:

9/

/2

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VOLUME 2

ELECTRICAL MANHOLE REQUIREMENTS1 NOT TO SCALE