ADDENDUM 1 CONTRACT DOCUMENTS

GRID NORTH

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

VICINITY MAP

KEN WHITE TODD REIGEL JOE YARBROUGH

DRAWING LIST SHEET NUMBER 1 2 3 4 5 6 7 8 9 10 11

TITLE COVER SHEET PLAN AND PROFILE STA. 0+00 TO STA. 15+00 PLAN AND PROFILE STA. 15+00 TO STA. 30+00 PLAN AND PROFILE STA. 30+00 TO STA. 45+00 PLAN AND PROFILE STA. 45+00 TO STA. 60+00 PLAN AND PROFILE STA. 60+00 TO STA. 75+00 PLAN AND PROFILE STA. 75+00 TO STA. 90+00 LIFT STATION PLAN LIFT STATION DETAILS FORCE MAIN & GRAVITY DETAILS FORCE MAIN & GRAVITY DETAILS

CHIEF EXECUTIVE OFFICER:

H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - COVER.dwg, COVER, 12/16/2013 11:38:51 AM

DON COPE

I CERTIFY THAT I HAVE BEEN IN RESPONSIBLE CHARGE OF THE DESIGN OF THIS PROJECT IN ACCORDANCE WITH THE RULES OF THE GEORGIA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS. I FURTHER CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED IN ACCORDANCE WITH CURRENT STANDARD ENGINEERING PRACTICES AND ACCURATELY REFLECT THE DESIGN DEVELOPMENT REPORT (DDR) PREVIOUSLY REVIEWED AND CONCURRED IN BY EPD. I FURTHER CERTIFY THAT THE SYSTEM AS DESIGNED CAN REASONABLY BE EXPECTED TO CONSISTENTLY MEET ALL CURRENTLY APPLICABLE PERMIT LIMITS, CONDITIONS, AND REGULATORY REQUIREMENTS, PROVIDED THE FACILITY IS CONSTRUCTED AS DESIGNED AND PROPERLY OPERATED AND MAINTAINED.

_____________________________________________________________________ DESIGN ENGINEER

DALTON UTILITIES

NOT TO SCALE

COMMISSIONERS: CATHY HOLMES - VICE-CHAIRMAN

NEW SEWER

CONTRACTOR MUST CALL GEORGIA811 PRIOR TO ANY EXCAVATION ACTIVITIES

1

COVER SHEET

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

NEW SEWER

FOR THE WATER, LIGHT AND SINKING FUND COMMISSIONERS OF THE CITY OF DALTON, GEORGIA

TOM PENDLEY - CHAIRMAN

ADDENDUM 1 - CONTRACT DOCUMENTS

GSWCC CERTIFICATION NO. 69356

20' UTILITY EASEMENT 100' OF 36" CONCRETE ENCASEMENT, OPEN CUT THROUGH SOIL AND/OR ROCK

Distric

PARCEL 13-102-11-000

FLOOD ZONE

t 102

25' STREAM BUFFER

PARCEL 13-079-01-000

LEGEND

79

STREAM HAS A ROCK BOTTOM

NOTES: 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

PLAN - STA. 0+00 TO STA. 15+00 SCALE IN FEET

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN

STREAM BUFFER

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

700

STA. 10+49 RIM = 695.0 INV. OUT = 684.3 INV. IN = 684.4

705

NEW MANHOLE V58-E

100

NEW MANHOLE V58-D

50

710

STA. 6+99 RIM = 695.5 INV. OUT = 680.5 INV. IN = 680.6

NEW MANHOLE V58-C

STA. 3+49 RIM = 686.0 INV. OUT = 676.1 INV. IN = 676.2

NEW MANHOLE V58-B

STA. 1+49 RIM = 687.0 INV. OUT = 675.6 INV. IN = 675.7

NEW MANHOLE V58-A

STA. 0+00 RIM = 687.6 INV. OUT = 675.3 INV. IN (NEW 24" D.I.) = 675.4

695

BEGIN PROJECT EXIST. MANHOLE V58

700

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

FLOOD ZONE 0

710

705

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

710

705

700

695

695

690

690

685

685

680

680

675

675

670

670

665

665

DALTON UTILITIES

PARCEL 13-080-13-000

STA. 13+99 RIM = 695.0 INV. OUT = 686.2 INV. IN = 686.3

and Lo t 13, L

t and Lo

t 13, L Distric

PARCEL 13-102-04-000

EXIST. GROUND LINE

690 FLOOD PLAIN MANHOLE AND LID COVER

FLOOD PLAIN MANHOLE AND LID COVER

3' MIN. COVER

685

25' STREAM BUFFER

680

25' STREAM BUFFER

675 STREAM HAS A ROCK BOTTOM

670 100' OF 36" CONCRETE ENCASEMENT OPEN CUT THROUGH SOIL AND/OR ROCK

665 149' OF 24" D.I. @ 0.13%

200' OF 24" D.I. @ 0.20%

350' OF 24" D.I. @ 1.23%

350' OF 24" D.I. @ 1.06%

350' OF 24" D.I. @ 0.51%

350' OF 24" D.I. @ 0.49%

660

660

660

655

655

655

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

PROFILE - STA. 0+00 TO STA. 15+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 0-15, 12/16/2013 11:48:34 AM

9+00

10+00

11+00

12+00

13+00

14+00

15+00

2

PLAN & PROFILE - STA. 0+00 TO STA. 15+00

NEW 24" D.I. GRAVITY SEWER

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

MATCH LINE - SEE NEXT SHEET

GSWCC CERTIFICATION NO. 69356

ADDENDUM 1 - CONTRACT DOCUMENTS

PARCEL 13-102-05-000

STA. 13+99 RIM = 695.0 INV. OUT = 686.2 INV. IN = 686.3

APPROXIMATE LIMITS OF RAILROAD RIGHT-OF-WAY

PARCEL 13-102-11-000

NEW MANHOLE V58-E

ict

Distr

STA. 10+49 RIM = 695.0 INV. OUT = 684.3 INV. IN = 684.4

2 ot 10

and L 13, L

NEW MANHOLE V58-D

ict

Distr

STA. 6+99 RIM = 695.5 INV. OUT = 680.5 INV. IN = 680.6

NEW MANHOLE V58-C

FLOOD PLAIN MANHOLE AND LID COVER STA. 3+49 RIM = 686.0 INV. OUT = 676.1 INV. IN = 676.2

NEW MANHOLE V58-B

FLOOD PLAIN MANHOLE AND LID COVER STA. 1+49 RIM = 687.0 INV. OUT = 675.6 INV. IN = 675.7

NEW MANHOLE V58-A

STA. 0+00 RIM = 687.6 INV. OUT = 675.3 INV. IN (NEW 24" D.I.) = 675.4

BEGIN PROJECT EXIST. MANHOLE V58

1

10 d Lot n a L 13,

20' UTILITY EASEMENT APPROXIMATE LIMITS OF RIGHT-OF-WAY NEW 24" D.I. GRAVITY SEWER

MAT

PARCEL 13-102-08-000

PARCEL 13-102-13-000

PARCEL 13-115-06-000

CH

PARCEL 13-102-04-000

LEGEND

LINE

PLAN - STA. 15+00 TO STA. 30+00 SCALE IN FEET

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

725 STA. 24+49 RIM = 708.0 INV. OUT = 699.0 INV. IN = 702.00

720

STA. 20+99 RIM = 700.0 INV. OUT = 693.0 INV. IN = 693.1

NEW MANHOLE V58-G

STA. 17+49 RIM = 696.0 INV. OUT = 688.0 INV. IN = 688.1

NEW MANHOLE V58-F

710

STREAM BUFFER

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN

100

NEW MANHOLE V58-H

50

725

715

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

FLOOD ZONE 0

725

720

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

720

715

715

EXIST. 6" WATER MAIN OPEN CUT ASPHALT PAVEMENT

710

705

710

NEW 12" D.I. FORCE MAIN

705

EXIST. GROUND LINE 3' MIN. COVER

700

705

18" MINIMUM VERTICAL CLEARANCE

700

700

695

695

695

690

690

690

685

685

685

680

680

680

350' OF 24" D.I. @ 0.49%

350' OF 24" D.I. @ 1.40%

350' OF 24" D.I. @ 1.69%

675

675

675

670

670

670

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

PROFILE - STA. 15+00 TO STA. 30+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 15-30, 12/16/2013 12:41:53 PM

DALTON UTILITIES

T HEE US S EVIO E PR - SE

NOTES: 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

PARCEL 13-115-03-000

24+00

25+00

26+00

27+00

28+00

29+00

30+00

3

PLAN & PROFILE - STA. 15+00 TO STA. 30+00

MAT CH LINE - SE E N EXT SHE ET

NEW 12" D.I. SEWER FORCE MAIN

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

PARCEL 13-115-07-000

PARCEL 13-115-03-000

ADDENDUM 1 - CONTRACT DOCUMENTS

STA. 24+49 RIM = 708.0 INV. OUT = 699.0 INV. IN = 702.00

NEW MANHOLE V58-H

PARCEL 13-102-07-000

STA. 20+99 RIM = 700.0 INV. OUT = 693.0 INV. IN = 693.1

NEW MANHOLE V58-G

STA. 17+49 RIM = 696.0 INV. OUT = 688.0 INV. IN = 688.1

NEW MANHOLE V58-F

GSWCC CERTIFICATION NO. 69356

, La

OPEN CUT ASPHALT PAVEMENT

5 11 ot dL an 3, L t1 02 tric t1 Dis Lo nd

13

APPROXIMATE LIMITS OF RAILROAD RIGHT-OF-WAY

t tric Dis

PARCEL 13-102-01-001

APPROXIMATE LIMITS OF RIGHT-OF-WAY

EDGE OF PAVEMENT EDGE OF PAVEMENT

PARCEL 13-115-07-000

PARCEL 13-115-02-000

PARCEL 13-115-02-000

PARCEL 13-115-07-000

PARCEL 13-115-06-000

District 13, Land Lot 115

PARCEL 13-115-03-000

LEGEND

NOTES: 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

PLAN - STA. 30+00 TO STA. 45+00 SCALE IN FEET

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

STREAM BUFFER

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

FLOOD ZONE 0

50

100

750

745

745

740

740

735

735

750

745

740

10' MIN. VERTICAL SEPARATION

750

NEW 2" AIR RELEASE/ VACUUM BREAK MANHOLE STA. 38+19

APPROXIMATE LIMITS OF INTERSTATE-75 RIGHT-OF-WAY

EXIST. 6" WATER MAIN

EXIST. GROUND LINE

730

3' MIN. COVER

730

725

735

730

725

725

18" MINIMUM VERTICAL CLEARANCE

327' OF 20" STEEL CASING JACK & BORE THROUGH SOIL AND/OR ROCK

720

720

720

715

715

715

710

710

710

705

705

705

700

700

700

695

695

695

NEW 12" D.I. FORCE MAIN

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

PROFILE - STA. 30+00 TO STA. 45+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 30-45, 12/16/2013 12:43:08 PM

39+00

40+00

41+00

42+00

43+00

44+00

45+00

4

PLAN & PROFILE - STA. 30+00 TO STA. 45+00

327' OF 20" STEEL CASING JACK & BORE THROUGH SOIL AND/OR ROCK

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

NEW 2" AIR RELEASE/ VACUUM BREAK MANHOLE

ADDENDUM 1 - CONTRACT DOCUMENTS

NEW 12" D.I. FORCE MAIN

DALTON UTILITIES

MATCH LINE - SEE PREVIOUS SHEET

APPROXIMATE LIMITS OF RIGHT-OF-WAY

MATCH LINE - SEE NEXT SHEET

GSWCC CERTIFICATION NO. 69356

is D tr t1 ic nd La 3, t1 Lo 38 E SE XT NE T EE SH

NEW 2" AIR RELEASE/ VACUUM BREAK MANHOLE

PARCEL 13-114-08-000

LEGEND PARCEL 13-115-05-000 PARCEL 13-115-02-000

PARCEL 13-115-01-000 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

NEW 2" AIR RELEASE/ VACUUM BREAK MANHOLE STA. 54+69

NOTES:

PLAN - STA. 45+00 TO STA. 60+00 SCALE IN FEET 0

785

50

100

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

STREAM BUFFER

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

FLOOD ZONE

785

785 EXIST. 6" WATER MAIN

780

780

775

775

775 3' MIN. COVER

780

18" MINIMUM VERTICAL CLEARANCE

770

770

770

765

765

765

760

760

755

755

750

750

745

745

745

740

740

740

735

735

735

730

730

730

DALTON UTILITIES

NEW 12" D.I. SEWER FORCE MAIN

EXIST. 6" WATER MAIN

760 EXIST. GROUND LINE

18" MINIMUM VERTICAL CLEARANCE

755

750 NEW 12" D.I. FORCE MAIN

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

PROFILE - STA. 45+00 TO STA. 60+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 45-60, 12/16/2013 12:45:33 PM

54+00

55+00

56+00

57+00

58+00

59+00

60+00

5

PLAN & PROFILE - STA. 45+00 TO STA. 60+00

-

MATCH LINE - SEE PREVIOUS SHEET

APPROXIMATE LIMITS OF RIGHT-OF-WAY

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

E

PARCEL 13-115-04-000

ADDENDUM 1 - CONTRACT DOCUMENTS

LIN

PARCEL 13-114-14-000

3, t 1 39 ic t 1 tr is Lo D nd La

PARCEL 13-115-01-000

GSWCC CERTIFICATION NO. 69356

H TC MA

PARCEL 13-115-02-000

3, 5 1 t 1 ric ot 1 t s L 3, 4 Di nd 1 t 1 La ric ot 1 t s L Di nd La

PARCEL 13-115-01-000

PARCEL 13-138-05-000

PARCEL 13-138-07-000

PARCEL 13-138-11-000

PARCEL 13-138-08-000

GSWCC CERTIFICATION NO. 69356

tric t 13 , La tric nd t 13 Lot , La 138 nd Lot 139

Dis

OPEN CUT ASPHALT PAVEMENT

PARCEL 13-138-03-000

PARCEL 13-139-03-000

PARCEL 13-139-11-000

LEGEND

PARCEL 13-139-02-000

PARCEL 13-139-04-000

NOTES: 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

PLAN - STA. 60+00 TO STA. 75+00 SCALE IN FEET

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

STREAM BUFFER

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

FLOOD ZONE 0

50

785

100

785

785

780

780

775

775

770

770

765

765

765

760

760

760

755

755

750

750

750

745

745

745

740

740

740

735

735

735

730

730

730

OPEN CUT ASPHALT PAVEMENT

780 EXIST. 6" WATER MAIN

775 EXIST. GROUND LINE

770 18" MINIMUM VERTICAL CLEARANCE

DALTON UTILITIES

LI N E TC H MA

CONTRACTOR TO FIELD ADJUST SEWER NEAR 36" CMP CULVERT

3' MIN. COVER

EXIST. 6" WATER MAIN

18" MINIMUM VERTICAL CLEARANCE

755

NEW 12" D.I. FORCE MAIN

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

PROFILE - STA. 60+00 TO STA. 75+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 60-75, 12/16/2013 12:44:34 PM

69+00

70+00

71+00

72+00

73+00

74+00

75+00

6

PLAN & PROFILE - STA. 60+00 TO STA. 75+00

Dis

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

NEW 12" D.I. FORCE MAIN

ADDENDUM 1 - CONTRACT DOCUMENTS

APPROXIMATE LIMITS OF RIGHT-OF-WAY

MATCH LINE - SEE NEXT SHEET

Dis Lan trict 1 3 dL ot 1 , 15 Dis t Lan rict 1 3 dL ot 1 , 14

-

SE E

PR EV IO US

SH

EE T

PARCEL 13-114-14-000

PARCEL 13-138-09-000

APPROXIMATE LIMITS OF RIGHT-OF-WAY

NEW 12" D.I. FORCE MAIN

151 Distric t 13, La nd Lot

nd Lot 138 Distric t 13, La

PARCEL 13-138-02-000

GSWCC CERTIFICATION NO. 69356

VIOU SEE PRE LINE -

24" D.I. INFLUENT GRAVITY SEWER EFFLUENT 12" D.I. SEWER FORCE MAIN

PARCEL 13-138-03-000

PARCEL 13-138-01-000

PARCEL 13-151-01-000 NEW LIFT STATION AND WET WELL, SEE SHEETS 8 AND 9 FOR PLAN AND DETAILS

LEGEND

NOTES: 1. 18" MINIMUM VERTICAL CLEARANCE AT ALL UTILITY CROSSINGS. 2. CLEARING & GRUBBING REQUIRED ALONG ENTIRE LENGTH OF NEW GRAVITY SEWER MAIN. 3. CONTOUR LINES ARE AT ONE FOOT (1') INTERVALS. 4. MAINTAIN A MINIMUM OF FIVE FOOT (5') SEPARATION BETWEEN FORCE MAIN AND OTHER UTILITIES (10' MIN FOR WATER).

PLAN - STA. 75+00 TO STA. 90+00 SCALE IN FEET

RIGHT-OF-WAY LINE PROPERTY LINE LAND LOT LINE 1 FT. CONTOUR LINE 5 FT. CONTOUR LINE EXIST. GRAVITY SEWER EXIST. SEWER MANHOLE

EXIST. 6" WATER LINE EXIST. FIRE HYDRANT EXIST. WATER METER EXIST CULVERT EXIST. FENCE

STREAM BUFFER

EXIST. UTILITY POLE EXIST. OVERHEAD POWER

NEW 24" D.I. GRAVITY SEWER NEW 12" D.I. SEWER FORCE MAIN NEW ENCASEMENT OR CASING NEW SEWER MANHOLE 2

EXIST. TELEPHONE OR CABLE PEDESTAL

NEW 2" AIR RELEASE VACUUM BREAK MANHOLE NEW 1" WATER SERVICE UTILITY EASEMENT

FLOOD ZONE 0

50

100

NOTE: 1.

THE LIFT STATION WET WELL AND NEW MANHOLE MUST BE COATED WITH SPECTRASHIELD COATING ON ALL SURFACES INSIDE THESE STRUCTURES.

765

765

765

760

760

760

755

755

EXIST. 6" WATER MAINS

755 18" MINIMUM VERTICAL CLEARANCE

750

750

745

3' MIN. COVER

745

NEW 12" D.I. FORCE MAIN

740

NEW LIFT STATION AND WET WELL, SEE SHEETS 8 AND 9 FOR PLAN AND DETAILS

NEW WET WELL STA. 90+02.5

EXIST. GROUND LINE

740

750

DALTON UTILITIES

S SHEET

PLUG VALVE

745

740

PLUG VALVE

735

735

735 EFFLUENT 12" D.I. SEWER FORCE MAIN EXIST. 24" RCP CULVERT

730

730

730 EXIST. 36" RCP CULVERT

725

725

725 24" D.I. INFLUENT GRAVITY SEWER

720

720

720

715

715

715

710

710

710

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

PROFILE - STA. 75+00 TO STA. 90+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' H:\13700 - Sewer System\Whitfield Co\Projects\Engineered Floors Sewer Expansion\ADDENDUM 1 - PLAN N PROFILES.dwg, 75-90, 12/16/2013 12:46:15 PM

84+00

85+00

86+00

87+00

88+00

89+00

90+00

7

PLAN & PROFILE - STA. 75+00 TO STA. 90+00

MATCH MANHOLE, BY OTHERS

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

24" GRAVITY SEWER, BY OTHERS

ADDENDUM 1 - CONTRACT DOCUMENTS

PARCEL 13-151-01-000

GSWCC CERTIFICATION NO. 69356

NOTES:

LIFT STATION PLAN

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1'

2'

3'

4'

1. ALL PIPE FITTINGS MUST BE FULL BODIED AND MEET AWWA C110 STANDARDS (NO COMPACT FITTINGS ALLOWED). 2. SIX INCHES (6") OF CRUSHER RUN, COMPACTED WITH VIBRATOR SMOOTH DRUM ROLLER TO FINISH.

8

LIFT STATION PLAN

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

DALTON UTILITIES

CONTRACT DOCUMENTS

GRID NORTH

BASE MOUNTED TRIPLEX V6A-B PUMP UNIT WITH FIBERGLASS ENCLOSURE

EAST VIEW 0'

1'

2'

3'

4'

NOTES: 1.

2.

MAIN CIRCUIT TRANSFER BREAKER SWITCH

3.

METER BASE

LEVER

C/B

T/S

M/B 4.

5.

UNDERGROUND FEED

SOUTH VIEW SOUTH VIEW 0'

1'

2'

3'

4'

LIFT STATION METER BASE DETAIL N.T.S.

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9

LIFT STATION DETAILS

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

DALTON UTILITIES

ADDENDUM 1 - CONTRACT DOCUMENTS

GSWCC CERTIFICATION NO. 69356

A

ELEVATION

FORCE MAIN AND GRAVITY SEWER DETAILS

A

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

ADDENDUM 1 - CONTRACT DOCUMENTS

GSWCC CERTIFICATION NO. 69356

SECTION A - A DUCTILE IRON PIPE

WASTEWATER AIR RELEASE OR COMBINATION AIR RELEASE/VACUUM BREAK MANHOLE

TYPICAL CREEK CROSSING

SEWER PIPE BEDDING

S12

DALTON UTILITIES

S19

DEAD END DETAIL

VERTICAL DOWN BEND DETAIL

REDUCER DETAIL

A

BLOCKING

HORIZONTAL BENDS/VERTICAL UP FITTING DETAIL DUCTILE IRON BLOCKING

A PLAN

SECTION A-A

TEE DETAIL

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RESTRAINED FORCE MAIN PIPE DETAILS

S5

ENCASEMENT DETAIL AT LINE CROSSING

10

TYPICAL INSIDE DROP MANHOLE FOR FORCE MAIN TIE-IN TO SANITARY MANHOLE

DETAIL OF PLASTIC GASKET FOR PRECAST MANHOLE SECTIONS

TYPICAL WATERPROOF MANHOLE FRAME & COVER

STANDARD MANHOLE FOR SEWERS

S3

S30

B

A

FORCE MAIN AND GRAVITY SEWER DETAILS

ENGINEERED FLOORS S. DUG GAP SEWER EXTENSION PROJECT

DALTON UTILITIES

ADDENDUM 1 - CONTRACT DOCUMENTS

GSWCC CERTIFICATION NO. 69356

A

B TOP VIEW

END ELEVATION

S29

CARRIER PIPES

COVER SECTION A-A S28

COVER SECTION B-B

FRAME SECTION B-B

FRAME SECTION A-A

FLOODPLAIN MANHOLE COVER AND LID

S27

MANHOLE STEP

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