Atch 1 - Drawings for Proj 10-0003.pdf

R C

P

P

P

36" RCP

21" RCP21" RCP

V

P

P

6" VCP

6" VCP

P

4" VCP

P

6" VCP

6" VCP

P

6" VCP

P

P

13" CCP

P

P

12" CCP

P

6" VCP

P

R C P

P

P

C

V C P

8" VCP

P

8" VCP

V C P

H P R

2" HPS

H

S

1.7

R

H P S

S

R

1.5" CPR

L

R

2.

5" L

PR

.5

L

R

1"

2" HP

0.25"

A B

A N

D O

N E

D

DATE NO REVISION BYBYREVISIONNODATE

DATECHECKEDDRAWNDESIGNED

WRIGHT-PATTERSON AIR FORCE BASE

PLOT

C

IV

IL

ENGINEER

IN

G

88TH ABW

AFUS

CHIEF-ENG. CONST. CHIEF-ENG. SECTION COORDINATOR

PROJECT NUMBER ZHTV 100003

DEMOLISH OCC HEALTH CLINIC, F/20040

10-15-10PSB JAH PSB

100% SUBMITTAL 03-16-11

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Dayton, OH 45420-0246

P.O. Box 20246

3100 Research Blvd.

LJB Inc.

N

GRAPHIC SCALE

0 20 40

BUILDING 20103

MONAHAN WAY

K S

T R

E E

T

BSMT FL. FIN FL 873.75

FIRST FL. FIN FL 884.25

BUILDING 20040

G A

S

1" GAS

C100

UTILITY DEMOLITION PLAN

DEMOLISHED

AREA TO BE

DEMOLISHED

AREA TO BE

SECTION OF PIPE.

REPLACE WITH A STRAIGHT

MAIN TO BE REMOVED AND

LATERAL CONNECTIONS TO THE

SANITARY, AND NATURAL GAS

1. EXISTING WATER, STORM,

GENERAL NOTES:

TIGHT.

SEAL EXISTING OPENING WATER

SANITARY LINE TO BE REMOVED

SEE NOTE 1

GAS LINE

ABANDON

SEE NOTE 1

WATER LINE

ABANDON

SEE NOTE 1

WATER LINE

ABANDON

SEE NOTE 1

STORM LATERAL

ABANDON

REMOVAL

END SANITARY

SEE NOTE 1

STORM LATERAL

ABANDON

SEE NOTE 1

STORM LATERAL

ABANDON

REMOVAL

SANITARY

BEGIN

SEE NOTE 1

STORM LATERAL

ABANDON

SEE NOTE 1

STORM LATERAL

ABANDON

SEE NOTE 1

STORM LATERAL

ABANDON

DATE NO REVISION BYBYREVISIONNODATE

DATECHECKEDDRAWNDESIGNED

WRIGHT-PATTERSON AIR FORCE BASE

PLOT

C

IV

IL

ENGINEER

IN

G

88TH ABW

AFUS

CHIEF-ENG. CONST. CHIEF-ENG. SECTION COORDINATOR

PROJECT NUMBER ZHTV 100003

DEMOLISH OCC HEALTH CLINIC, F/20040

10-15-10PSB JAH PSB

100% SUBMITTAL 03-16-11

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Dayton, OH 45420-0246

P.O. Box 20246

3100 Research Blvd.

LJB Inc.

N

GRAPHIC SCALE

0 20 40

B S

M T F

L F

IN

F

L

.7

F

IR

S T F

L F

IN

F

L

.2

B

U

IL

D

IN

G

BUILDING 20103

MONAHAN WAY

K S

T R

E E

T

C200

GRADING PLAN OPTION "B"

IP

IP

SF

IP

IP

IP

IP

SF

IP

IP

NOTES:

ACTIVITIES.

AS NEEDED ON ANY AREAS DISTURBED BY CONSTRUCTION

HILLSIDE AND SHALL PROVIDE EROSION MATTING OR SOD

1. CONTRACTOR SHALL PREVENT EROSION OF EXISTING

DATE NO REVISION BYBYREVISIONNODATE

DATECHECKEDDRAWNDESIGNED

WRIGHT-PATTERSON AIR FORCE BASE

PLOT

C

IV

IL

ENGINEER

IN

G

88TH ABW

AFUS

CHIEF-ENG. CONST. CHIEF-ENG. SECTION COORDINATOR

PROJECT NUMBER ZHTV 100003

DEMOLISH OCC HEALTH CLINIC, F/20040

10-15-10PSB JAH PSB

100% SUBMITTAL 03-16-11

LJBinc.com

(937) 259-5100 fax

(937) 259-5000 tel

Dayton, OH 45420-0246

P.O. Box 20246

3100 Research Blvd.

LJB Inc.

C300

EROSION CONTROL DETAILS

IRON GRATE

WOVEN MONOFILAMENT

IRON GRATE

DANDY BAG

TM

MAINTENANCE:

IP

TM

DANDY BAG

TM

FEDERAL GUIDELINES

30 SIEVE SIZE MEETS

UNIT WITH GRATE

MOVEMENT OF

ALLOW EASY

LIFTING STRAPS

needed.

inside envelope as fine material from point shovel. Remove broom or square needed with stiff surface of unit as sediment from

Remove dried

CATCH BASIN:

TO INSPECT

unit.

basin and replace inspect catch grate inside, Remove unit with

AND CURB APPEAL.

WITH INLET FOR SAFTY

DANDY BAG LAYS FLUSH

OF STORM SEWER AND PRIOR TO PAVING OPERATIONS.

TO BE USED ON ALL STRUCTURES AFTER INSTALLATION

NOT TO SCALE

INLET SEDIMENT FILTER

DANDY BAG DROP

FLO

W 4"

1. SET THE STAKES

4"

FLO

W

2. EXCAVATE A 4" X 4" TRENCH UPSLOPE

ALONG THE LINE OF STAKES.

FLO

W

3. STAPLE FILTER MATERIAL TO STAKES

AND EXTEND IT ITO THE TRENCH.

FLO

W

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

CONSTRUCTION OF A

FILTER BARRIER (SILT FENCE)

SF

NOT TO SCALE