Civil_CADS.pdf

SCALE: 1=400

8 8m

N

G R A D

IN

G A

N D

D R A

IN

A G E P

LA

N

C-103

LEGEND

N

62.75 62.75

ST

W

FH

SS

N/A

N/A

N/A

W

SS

S

SD

62.71 x 62.30

0.305 RCP

0.1524m

W DIP

0.2032m PVC

N/A

SEE ELEC. SHEETS

N/A

PIV

0.24mOAK 0.80mPINE

G 0.040m G

R W O

C O L-

0C

3E

.D G N

ITEM EXISTING PROPOSED

BUSH/SHRUB

CONTOUR

CURB AND GUTTER

CURB INLET

FIRE HYDRANT

FLOW ARROW

GRASSING LIMIT

MANHOLE

NAIL

SODDING

POST INDICATOR VALVE

POWER POLE

ROOF DRAIN PIPING

SEWER LINE

SPOT ELEVATION

STORM DRAIN LINE

TREE

VALVE

WATER LINE

GAS LINE

N/A

A

So lic it at io n

N um be r:

Number:

Reference

Sheet

U .S A R M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O R P S

O F

EN

G

IN

EE

R S

M O B

IL

E, A

LA

B A M A

D ra w n

B y:

D es ig ne d

B y:

C he ck ed B y:

R ev ie w ed B y:

D at e:

Fi le N o.

US Army Corps of Engineers Mobile District

B C D E F G H I

Sy m bo l D es cr ip ti on

D at e

A pp ro ve d

D es cr ip ti on

I.S .O Sh ee t Fi le N am e:

A B C D E F G H I

C O

LU

M B U S

A

IR

F O R C E B A

SE

C O

LU

M B U S

M

IS

SI

SS

IP

P I

U N A C C O M P A N

IE

D O

FF

IC

ER

'S Q

U A

TE

R S

R W O

TN

M

DA

C A0

1-

R-

TN

M

M A Y

BU

ILD

IN

G A

BU

ILD

IN

G B

CO

MM

ON

S

BU

ILD

IN

G

BASKETBALL

COURT

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

62.80

62.80

62.80

62.80 62.80

62.70

62.80

62.80

62.80

62.80

62.55

62.30

62.50

62.50

62.50

62.50 62.80 x 62.70 x 62.85 x

62.80 x 62.80

.5

.5

.5

.5

62.5 .5

.5

62.5

62.562.75

.25

.2

.2

.2

.5

62.5

.0

CURB INLET 1

CURB INLET 2

CURB INLET 3

CURB INLET 4

FIN

ISH

ED

F

LO

OR

2.

FIN

ISH

ED

F

LO

OR

2.

FIN

ISH

ED

FL

OO

R .9

S x

62.30 x x x x

62.85

62.85

62.85

62.85

S

S

S

S

S

S

S

S

S

S x

62.62

62.62

62.60 x

62.62 x x 62.60 x x 62.80

S

S

S

S

S

S

SIDEWALK IS FLUSH WITH

WALK AROUND BUILDING

(SEE ARCH. DRAWING FOR

SLOPE FROM BLDG.)

62.75

C103 C503

CURB INLET

(4-TYP)

MATCH EXISTING SLOPES

AND ELEVATIONS

x x

62.80 x x x

62.30

62.45

62.45

19.27 Lm @ 1.0%

.356m PVC

10.78 Lm @ 1.0%

.356mX.585m RCP

19.27 Lm @ 1.0%

.356mX.585m RCP

7.92 Lm @ 1.0%

NOTE: STORM DRAIN PIPES ARE HORIZONTAL

ELLIPTICAL REINFORCED CONCRETE PIPES, SIZES

LISTED ARE HEIGHT AND WIDTH RESPECTIVLY.

62.80

CLEANOUT (TYP)

.152M @ 1.0%

.203M @ 1.0% .152M @ 1.0% .203M @ 1.0%

RD INV= 61.88RD INV= 61.853

RD INV= 61.27

.152M @ 1.0%

.203M @ 1.0%

.254M @ 1.0%

.305M @ 1.0%

RD INV= 61.26

RD INV= 60.60

.152M @ 1.0%

.203M @ 1.0%

.254M @ 1.0%

MATCH EXISTING

GRADE

ROOF DRAIN NOTES:

1. ALL ROOF DRAIN PIPING IS PVC.

2. ALL ROOF DRAIN PIPES COMING FROM THE BUILDING ARE

.152M DIAMETER AT A MINIMUM OF 1.00% SLOPE

3. SEE SHEET P-101 FOR CONTINUATION OF ROOF DRAINS TO

COMMONS BUILDING.

4. SEE SHEETS P-102 AND P-103 FOR CONTINUATION OF ROOF

DRAINS AT BUILDINGS A AND B.

5. SIZES OF PIPE SHALL CHANGE AT LOCATIONS SHOWN.

ROOF DRAIN PIPE

SIZE CHANGE

ROOF DRAIN PIPE

SIZE CHANGE

INV.= 62.111

ROOF DRAIN PIPE

SIZE CHANGE

INV= 61.71

ROOF DRAIN PIPE

SIZE CHANGE

INV.= 61.53

ROOF DRAIN PIPE

SIZE CHANGE

INV.= 61.17

ROOF DRAIN PIPE

SIZE CHANGE

INV.= 60.91

ROOF DRAIN PIPE

INV. =60.32

RD INV= 60.35

SIZE CHANGE

RD INV= 61.44

SIZE CHANGE

ROOF DRAIN (RD) PIPE

INV. =61.522

RD INV= 61.662

SIZE CHANGE

RD INV= 61.20

SIZE CHANGE

MATCH EXISTING GRADE

AT ASPHALT TIE-IN

MATCH EXISTING GRADE

AT ASPHALT TIE-IN

ST

ST

ST

ST

ST

ST

ST

SECOND STREET

FIFTH STREET

BL

DG

2-

ST

OR

Y

BR

IC

K

BL

DG

2-

ST

OR

Y

0.05mOAK 0.05mOAK

0.20mPEACH

0.21mMAPLE

0.213mOAK

0.21mMAPLE

0.24mOAK

0.430mOAK

0.15mCRABTREE

0.40mOAK

0.40mOAK

0.55mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.55mOAK

0.25mOAK 0.60mOAK

0.30PECAN0.10mMAPLE

0.20mMAPLE

0.20mMAPLE

0.10mMAPLE

0.10mMAPLE

0.10mMAPLE

0.09mOAK

0.50mOAK

0.150mOAK

0.150mOAK

0.150mOAK

0.150mOAK

0.40CEDAR

0.10mOAK 0.10mOAK

0.10mOAK 0.40mPINE

0.45mPINE

0.45mPINE

0.45mPINE

0.65mPINE

0.45mPINE

0.20mPINE

0.20mPINE 0.20mPINE

0.20mPINE

DIDI

DI DI

DI

DI

DI DI

DI

DI

DI

WALL

SHRUBS

SH

RU

BS

SHRUBS

R

0.457m

SD

SD

SD

SD

BOTTOM OF

DI=61.88

0.304

INV=61.06 INV=61.50 SD SD

SD

INV=

59.70

INV=

60.03

INV=60.18

0.304

INV=

60.30

INV=

61.69

SD

SD

SD

SD

SD

SD

INV=60.87

BOTTOM OF

DI=60.18

IN

V=

.19

0.457

INV=61.16

IN

V=

60.47

SD

SD

SD

INV=60.76

IN

V= .3

SD

0.

IN

V=

.4

0.304

IN

V=

.6

INV=61.67

SD

SD

SD

INV=

61.63

INV=

61.52

IN

V=

.5

0.304

IN

V= .3

0.304m

RCPINV=61.67

INV=61.22

SD

SD

INV

.20

0.4 mR

CP

0.

3m

INV=59.90

INV=59.96

IN

V=

.9

IN

V=

.0

INV=60.05

IN

V=

.4

METAL

LID

N

N

SIR

N

SIR

1-STORY

BLOCK

AS

PH

AL

T

AS

PH

AL

T

GA

S

IN

V=

59.87

.50

.5

.50

62.

.75

.75

62.

.5

.2

62.

.5

SURVEY

IRON ROD

BRICK CHASE

CLEAN OUT IN

0.356m

PVC

0.356m

PVC

.356m PVC

AS-BUILT DRAWINGS

c o m p a n y

A tl a n ta G e o rg ia

S u it e

E ig h t H u n d re d

A rc hi te ct s E ng in ee rs

F a x

(4

C e n tu ry

P a rk w a y

SCALE: 1=400

8 8m

N

C-104

U

TI

LI

TY

P

LA

N

LEGEND

N

62.75 62.75

ST

W

FH

SS

N/A

N/A

N/A

W

SS

S

SD

62.71 x 62.30

0.305 RCP

0.1524m

W DIP

0.2032m PVC

N/A

SEE ELEC. SHEETS

N/A

PIV

0.24mOAK 0.80mPINE

G 0.040m G

R W O

ITEM EXISTING PROPOSED

BUSH/SHRUB

CONTOUR

CURB AND GUTTER

CURB INLET

FIRE HYDRANT

FLOW ARROW

GRASSING LIMIT

MANHOLE

NAIL

SODDING

POST INDICATOR VALVE

POWER POLE

SEWER LINE

SPOT ELEVATION

STORM DRAIN LINE

TREE

VALVE

WATER LINE

GAS LINE

C O L-

0C

4E

.D G N

A

So lic it at io n

N um be r:

Number:

Reference

Sheet

U .S A R M Y

EN

G

IN

EE

R D

IS

TR

IC

T

C O R P S

O F

EN

G

IN

EE

R S

M O B

IL

E, A

LA

B A M A

D ra w n

B y:

D es ig ne d

B y:

C he ck ed B y:

R ev ie w ed B y:

D at e:

Fi le N o.

US Army Corps of Engineers Mobile District

B C D E F G H I

Sy m bo l D es cr ip ti on

D at e

A pp ro ve d

D es cr ip ti on

I.S .O Sh ee t Fi le N am e:

A B C D E F G H I

C O

LU

M B U S

A

IR

F O R C E B A

SE

C O

LU

M B U S

M

IS

SI

SS

IP

P I

U N A C C O M P A N

IE

D O

FF

IC

ER

'S Q

U A

TE

R S

R W O

TN

M

DA

C A0

1-

R-

TN

M

M A Y

BU

ILD

IN

G A

BU

ILD

IN

G B

CO

MM

ON

S

BU

ILD

IN

G

BASKETBALL

COURT

VALVE

FH

SSMH #1

TOP = 62.50

INV IN = MATCH

EXISTING PIPE

INV OUT = 60.71

C104 C502

FIRE HYDRANT

.2 m W P

VC

.200m

W PVC

.205m

W PVC

MANHOLE

(2-TYP)

C104 C503

.2 m W P

VC

NOTE: CONTRACTOR SHALL PROTECT ALL

EXISTING UTILITY LINES, TO REMAIN, FROM

ALL CONSTRUCTION ACTIVITIES. DAMAGE TO

EXISTING UTILITIES SHALL BE REPAIRED

WITH NO ADDITIONAL COST TO THE

GOVERNMENT.

.0 m G

.040m G

.040m G

SS

C102 C503

C104 C502

CLEANOUT

VALVE

VALVE

POST INDICATOR VALVE

(AT 150mm WATER LINE)

80mm WATER METERS ON

WATER SERVICE LINE

150mm FIRE WATER

SERVICE (SEE SHT

P-401 FOR CONTINUATION)

80mm DOMESTIC WATER

SERVICE (SEE SHT. P-401

FOR CONTINUATION)

40mm GAS SERVICE

(SEE SHT P-401 FOR

CONTINUATION)

THRUST BLOCK

(TYP)

SSMH #2

TOP = 62.55

INV IN = 60.41

INV IN = 60.41

INV OUT = 60.39

MATCH EXISTING

.075M PVC CHWS&R

CARRIER PIPE INSIDE

.150M PVC COTAINMENT

PIPE

EXISTING STELL .150M

CHWS&R PIPES

1Mx1M CONCRETE VAULT

.075M ISOLATION GATE

VALVE IN GRADE VALVE

VAULT (TYP OF 2)

.2 8m .5 0.

0m P

VC

(2 TYP)

FH

NOTE: SEE ELECTRICAL SITE PLAN (E102)

FOR LAYOUT OF PROPOSED AND

EXISTING ELECTRICAL, TELEPHONE AND

CABLE TV.

.200m SEWER

SERVICE @ 0.5% MIN.

MIN INV=60.47

(SEE SHT P-101 FOR

CONTINUATION)

80mm CHWS&R (SEE SHEET

M-401 FOR CONTINUATION)

NOTE: ALL METAL COMPONENTS OF UNDERGROUND

UTILITIES ( INCLUDING FITTINGS, FIRE HYDRANTS, ETC.)

SHALL BE PROVIDED WITH CATHODIC PROTECTION. SEE

SHEET P-502 FOR CATHODIC PROTECTION DETAILS.

W

W

W

WW

W

CO

CO

ST

ST

ST

ST

ST

ST

SS

SS

FIFTH STREET

BL

DG

2-

ST

OR

Y

BR

IC

K

BL

DG

2-

ST

OR

Y

0.20mPEACH

0.21mMAPLE

0.213mOAK

0.21mMAPLE

0.24mOAK

0.430mOAK

0.15mCRABTREE

0.40mOAK

0.40mOAK

0.55mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.50mOAK

0.55mOAK

0.25mOAK 0.60mOAK

0.30PECAN0.10mMAPLE

0.20mMAPLE

0.20mMAPLE

0.10mMAPLE

0.10mMAPLE

0.10mMAPLE

0.09mOAK

0.50mOAK

0.150mOAK

0.150mOAK

0.150mOAK

0.150mOAK

0.40CEDAR

0.10mOAK 0.10mOAK

0.10mOAK 0.40mPINE

0.45mPINE

0.45mPINE

0.45mPINE

0.65mPINE

0.45mPINE

0.20mPINE

0.20mPINE 0.20mPINE

0.20mPINE

DI DI

DI

DI

DI

DI

DI

WALL

SHRUBS

SH

RU

BS

SHRUBS

R

BOTTOM OF

DI=61.88

61.69

SD

SD

SD

SD

BOTTOM OF

DI=60.18

IN

V=

.19

0.457

INV=61.16

IN

V=

60.47

SD

SD

SD

INV=60.76

IN

V= .3

SD

0.

IN

V=

.4

0.304

IN

V=

.6

INV=61.67

SD

SD

SD

INV=

61.63

INV=

61.52

IN

V=

.5

0.304

IN

V= .3

0.304m

RCPINV=61.67

INV=61.22

SD

SD

INV

.20

0.4 mR

CP

SS

SS

SS

SS

0.203m

0.

3m

SS

SS

INV=59.90

INV=59.96

IN

V=

.9

IN

V=

.0

INV=60.05

UGTV

UGTV

IN

V=

.4

UGTV

UGTV

4-E 1-C

4-E 2-C

METAL

LID

N

N

SIR

N

SIR

4- E 2- C

1-STORY

BLOCK

A/ C

SS

AS

PH

AL

T

AS

PH

AL

T

GAS

GA

S

UGCUG

C

UG

C

UG

C

U G C

UG

C

UG

C

UGC

UG

C

UG

C

UGC

UG

C

UG

C

UGE

UGE

UGE

W W

W

W

W

W

W

W

W WW

W

W

W

W

W

W W WW

W

W

W

W

W

W

W

W

W

W

W W

W

W

SS

SS

SS

SS

UG

E

IN

V=

59.87 mm

G

AS

50mm

GAS

SURVEY

IRON ROD

PIV

17 M

APPROX.

3.35 M

2.7 M

AS-BUILT DRAWINGS

c o m p a n y

A tl a n ta G e o rg ia

S u it e

E ig h t H u n d re d

A rc hi te ct s E ng in ee rs

F a x

(4

C e n tu ry

P a rk w a y