ITB 2026_115 _ SS REPLACEMENT ZONE 2 BID SET.pdf

PDF 7 MB Posted Nov 3, 2026

Attached to: ITB2026-115 Gravity Sewer Replacement South Zone 2
Solicitation number: PE-62559-NONST-2027-000000037
Issued by: Chatham County, Georgia

About this file

Written by GovTribe AI · Nov 9, 2026

This Invitation to Bid (ITB 2026_115) is a construction document set prepared by Thomas & Hutton Engineering Company for the City of Tybee Island, Georgia, detailing a gravity sewer replacement project in Zone 2. The project encompasses the replacement of existing sanitary sewer infrastructure across multiple streets including Chatham Avenue, 17th Place, 18th Terrace, and Butler Avenue in Tybee Island. The bid set includes comprehensive construction plans with existing conditions surveys, gravity sewer plan and profile sheets, sewer abandonment and removal details, and standard construction details. Key work items include the removal and replacement of approximately 175 to 303 linear feet of 8-inch sewer mains in various segments, installation of new PVC and DIP (ductile iron pipe) gravity sewer lines at specified slopes, construction of multiple sanitary sewer manholes, abandonment of approximately 41 to 294 linear feet of existing sewer mains in place with flowable fill, mill and overlay of 444 to 896 square yards of existing pavement, and restoration of disturbed gravel areas. The project also requires lateral reconnections and coordination with existing utilities. The bid set is marked "Not for Construction" and is dated November 3, 2026.

The document establishes comprehensive contractor responsibilities including erosion and sedimentation control, traffic control measures compliant with Georgia Manual on Uniform Traffic Control Devices (GAMUTCD), protection of live oak trees and existing utilities, record survey documentation, and coordination with the City of Tybee Island Water and Sewer Department a minimum of 72 hours prior to construction activities. All sewer pipes must meet ASTM D-3034 standards for PVC SDR 26 or AWWA C900 specifications, with tracer wire installation required on all gravity sewers. The contractor is responsible for dewatering, sheeting, bracing, and all repairs to damaged utilities at the contractor's sole expense. No separate compensation is provided for temporary sewage pumping or cleaning and videoing of existing sanitary sewers, which are considered subsidiary obligations. The project requires a record survey with horizontal and vertical data provided in both digital and hard copy formats, signed by a registered land surveyor.

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File	Type	Posted
ITB 2026_115 _ Complete Full Set Specificatio.pdf	PDF	Nov 3, 2026
ITB2026_115 Gravity Sewer South Zone 2.pdf	PDF	Nov 3, 2026

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HATHAM

AVENUE

INLET

AVEN

UE BU

18TH TERRACE

19TH STREET

6T H

15TH STREET

TYBEE CREEK

ATLANTIC OCEAN

17TH STREET

TYBRISA STREET

REV. NO. REVISION

REVISION HISTORY

BY DATE

SUBMITTED TO

SUBMITTAL HISTORY

DATEDATE

J-

ITY

Know what'sbelow.

before you dig.Call

GRAVITY SEWER REPLACEMENT ZONE 2

TYBEE ISLAND, GEORGIA

PREPARED FOR:

CITY OF TYBEE ISLAND

P.O. BOX 2749

403 BUTLER AVENUE

TYBEE ISLAND, GA 31328

NOVEMBER 3, 2026

J-27209.0050

VICINITY MAP

SCALE: 1" = 1000'

SITE

PREPARED BY:

50 Park of Commerce Way Savannah, GA 31405 p.912.234.5300 www.thomasandhutton.com

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Sheet List Table Sheet Number Sheet Title

CS COVER SHEET

G0.1 GENERAL NOTES

C0.1 OVERALL SITE PLAN

C1.1 EXISTING CONDITIONS

C1.2 EXISTING CONDITIONS

C1.3 EXISTING CONDITIONS

C1.4 EXISTING CONDITIONS

C1.5 EXISTING CONDITIONS

C2.1 GRAVITY SEWER PLAN AND PROFILE

C2.2 GRAVITY SEWER PLAN AND PROFILE

C2.3 GRAVITY SEWER PLAN AND PROFILE

C2.4 GRAVITY SEWER PLAN AND PROFILE

C2.5 GRAVITY SEWER PLAN AND PROFILE

C3.1 SEWER ABANDONMENT AND REMOVAL

C3.2 SEWER ABANDONMENT AND REMOVAL

C3.3 SEWER ABANDONMENT AND REMOVAL

C4.1 SEWER DETAILS

C4.2 SEWER DETAILS

C4.3 SEWER DETAILS

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BID SET - NOT FOR CONSTRUCTION

http://www.thomasandhutton.com

GENERAL NOTES:

1. MAPPING AND TOPOGRAPHY INFORMATION SHOWN HEREIN BASED UPON INFORMATION PREPARED BY THOMAS & HUTTON ENGINEERING COMPANY, PROJECT NO. 27209.0050.

2. ALL ELEVATIONS REFER TO NAVD88.

3. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION UNTIL THE PROPER PERMITS HAVE BEEN ISSUED.

4. ALL WORK SHALL CONFORM TO APPLICABLE STATE, COUNTY, AND MUNICIPAL REQUIREMENTS AND CODES.

5. UNDERGROUND UTILITIES ARE SHOWN ON PLANS ONLY WHERE THEY MAY BE CLOSE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION OF ALL UNDERGROUND UTILITIES PRIOR

TO ANY EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES BEFORE WORK COMMENCES, VERIFY THE SIZE AND LOCATIONS OF ALL UTILITIES WITHIN THE PROJECT LIMITS, AND NOTIFY THE ENGINEER OF CONFLICTS OR VARIANCES TO THE PLANS PRIOR TO BEGINNING WORK OR PURCHASE OF MATERIALS.

6. LOCATION AND SIZES OF EXISTING SEWER LATERALS ARE BASED UPON AVAILABLE TELEVISING DATA, SITE DATA, AND OWNER INPUT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND SIZE OF ALL EXISTING SEWER LATERALS IN THE FIELD. ALL PROPOSED LATERAL REROUTES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL ADJUST LATERAL LOCATION, AS NECESSARY, TO MINIMIZE DISTURBANCE TO EXISTING STRUCTURES AND UTILITIES. NEW SEWER LATERALS SHALL BE INSTALLED WITHIN CLOSE PROXIMITY OF EXISTING SEWER LATERALS.

7. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH LOCAL UTILITY COMPANIES. CONTACT THE CALL LOCATE LINE AT 1-800-282-7411 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES FOR LOCATION OF BURIED UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND ANY NECESSARY REPAIRS TO EXISTING UTILITY LINES. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY DAMAGE TO EXISTING UTILITIES AT THE SOLE EXPENSE OF THE CONTRACTOR.

8. ALL UTILITY POLES ADJACENT TO PROPOSED CONSTRUCTION MUST BE SECURED PRIOR TO ANY ADJACENT DISTURBANCE AND THE CONSTRUCTION PROCEDURE MUST BE APPROVED BY THE UTILITY COMPANY.

9. ALL SIGNS, MAIL BOXES, SHRUBBERY, FENCES, LANDSCAPING OR EXISTING STRUCTURES INTERFERING WITH CONSTRUCTING SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

10. THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY BRACING, SHEETING AND DEWATERING TO COMPLETE THE PROJECT, PROTECT THE CONSTRUCTION WORKERS AND ALL ADJACENT STRUCTURES, TREES, LANDSCAPING, AND IS RESPONSIBLE FOR ALL REPAIR AND COST TO RETURN AREA TO ORIGINAL CONDITION.

11. TREE PROTECTION BARRICADES, IF REQUIRED, SHALL BE INSTALLED PRIOR TO ANY CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY THE OWNER OR ENGINEER TO REMOVE THEM.THE CONTRACTOR

SHALL PROTECT AND SAVE LIVE OAK TREES WHEN POSSIBLE AND/OR ANY TREE DESIGNATED ON THE PLANS OR BY THE OWNER. CONTRACTOR TO PROTECT AND SAVE TREES BY INSTALLING 4-FOOT-HIGH TEMPORARY CHAIN LINK FENCE AROUND THE TREE A MINIMUM OF 3 FEET BEYOND THE DRIPLINE. FENCING SHALL CONFORM TO THE TREE PROTECTION DETAILS AS SHOWN.

12. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE THEIR OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED, WASTED, GRADED, AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS IN NO WAY GUARANTEES THE AMOUNT OR NATURE OF THE MATERIAL TO BE ENCOUNTERED.

13. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION.

14. ALL SUITABLE MATERIAL EXCAVATED DURING UTILITY CONSTRUCTION SHALL BE USED ON SITE. ANY EXCESS MATERIAL SUITABLE OR UNSUITABLE SHALL BE DISPOSED OF OFF-SITE AT THE CONTRACTOR'S EXPENSE. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL CONSTRUCTION DEBRIS.

15. THE CONTRACTOR SHALL GRASS ALL AREAS DISTURBED BY CONSTRUCTION IMMEDIATELY AFTER THE DISTURBANCE.

16. CONTROL OF STORMWATER THROUGHOUT THE CONSTRUCTION PERIOD, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE EXISTING DRAINAGE CONVEYANCES SHALL BE MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD. ALL PENALTIES, CLAIMS AND FEES IMPOSED ON THE OWNER AS A RESULT OF DAMAGE CAUSED BY ACTIONS OF THE CONTRACTOR, THEIR EMPLOYEES OR SUBCONTRACTORS SHALL BE

BORNE IN FULL BY THE CONTRACTOR.

17. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND IMPAIRMENTS TO MINIMIZE TRAFFIC INTERFERENCE AND OPERATIONS OF FACILITIES.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES AND MEASURES AS NECESSARY TO MEET THE REQUIREMENTS OF THE GEORGIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(GAMUTCD). CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO GADOT AND OWNER FOR REVIEW AND ACCEPTANCE PRIOR TO STARTING CONSTRUCTION.

19. A RECORD SURVEY OF ALL CONSTRUCTED INFRASTRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR'S SURVEYOR WHO SHALL PROVIDE ALL RECORD SURVEY DATA IN BOTH DIGITAL AND HARD COPY FORM.

ALL RECORD SURVEY DRAWINGS MUST BE SIGNED BY A REGISTERED LAND SURVEYOR. THE CONTRACTOR SHALL PROVIDE A SET OF "MARKED UP" AS BUILT DRAWINGS AS WELL AS A CD/DVD CONTAINING THE RECORD SURVEY DATA IN ELECTRONIC FORM. RECORD SURVEY SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS BASED ON THE PROJECT CONTROL AND AT A MINIMUM SHALL INCLUDE HORIZONTAL LOCATIONS OF ALL PORTIONS OF ITEMS INSTALLED FOR THIS PROJECT. COORDINATES SHALL BE SHOWN ON ALL PERMANENT STRUCTURE CORNERS, SEWER MAINS, VALVE MANHOLES/BOXES/VAULTS, FITTINGS, GRAVITY SEWER MANHOLES, STEEL CASINGS, AND ALL OTHER ITEMS INSTALLED UNDER THIS CONTRACT. VERTICAL DATA SHALL INCLUDE BUT NOT LIMITED TO MANHOLES/BOXES/VAULTS, FRAMES AND INVERTS, TOP

OF PIPES, AND TOP OF VALVES (VALVE OPERATING NUT).

20. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN AN ACCEPTABLE WASTE DISPOSAL AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL CONSTRUCTION

DEBRIS.

21. TRACER WIRE SHALL BE STRAPPED TO ALL SEWER PIPES AS PER SPECIFICATION 33 30 00.

22. ALL CONSTRUCTION WATER SHALL BE METERED THROUGH AN ACCEPTABLE HYDRANT METER AND BACKFLOW DEVICE OBTAINED FROM THE CITY OF TYBEE ISLAND WATER AND SEWER DEPARTMENT.

23. ALL DISTURBED AREAS SHALL BE GRASSED WITH TEMPORARY SEEDING AND MULCHED IMMEDIATELY AFTER GRADING IS COMPLETE. THESE AREAS SHALL BE REGRASSED WITH PERMANENT SEEDING AFTER

CONSTRUCTION IS COMPLETE.

24. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED

AREAS ARE STABILIZED.

25. ALL CONNECTIONS TO THE EXISTING SEWER SYSTEM SHALL BE COORDINATED WITH THE CITY OF TYBEE ISLAND WATER AND SEWER DEPARTMENT. THE CONTRACTOR SHALL CONTACT THE WATER AND SEWER

DEPARTMENT AT (912) 786-4573 A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES.

26. THE PROPERTY LINES AND RIGHT-OF-WAY LINES SHOWN ON THE DRAWINGS ARE BASED UPON AVAILABLE PLATS, DEEDS, AND CHATHAM COUNTY GIS DATA.

SEWER COLLECTION NOTES:

1. THE CONTRACTOR SHALL COORDINATE THE RELOCATION, RECONNECTION, AND THE ABANDONMENT OF ALL SEWER UTILITIES WITH THE UTILITY OWNER A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION

ACTIVITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL RECONNECTION ACTIVITIES WITH THE UTILITY OWNER AND AFFECTED PROPERTY OWNERS.

3. ALL SEWER LATERALS NOT BEING USED SHALL BE IDENTIFIED AND CAPPED AT THE MAIN WHERE POSSIBLE.

4. THE WORK SHALL BE CONDUCTED IN SUCH A MANNER TO PREVENT ANY INTERRUPTION IN SERVICE. THE EXISTING SEWER COLLECTION IN SERVICE SHALL BE KEPT IN SERVICE UNTIL THE NEW SYSTEMS HAS BEEN

CONSTRUCTED, TESTED, AND ACCEPTED BY THE CITY OF TYBEE WATER AND SEWER DEPARTMENT.

5. PVC PIPE FOR GRAVITY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE AND SHALL MEET ALL REQUIREMENTS OF THE ASTM D-3034 FOR DIAMETERS 4” THROUGH 15”, LATEST REVISION OR AWWA C900, DR18

FOR DIAMETERS 16” THROUGH 64”, LATEST REVISION. PVC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321, LATEST REVISION. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT AND SHALL BE GREEN IN COLOR. PROVISIONS MUST BE MADE FOR CONTRACTION AND EXPANSION AT EACH JOINT WITH A RUBBER RING. STANDARD LAYING LENGTHS SHALL BE FOURTEEN (14) FEET OR TWENTY (20) FEET, + 1-INCH, FOR ALL SIZES. FITTINGS SHALL MEET THE SAME SPECIFICATION REQUIREMENTS AS THE PIPE.

6. ALL PIPE, FITTINGS, AND OTHER APPURTENANCES SHALL BE EXAMINED CAREFULLY FOR DAMAGE AND OTHER DEFECTS IMMEDIATELY BEFORE INSTALLATION. DAMAGED OR DEFECTIVE MATERIALS WILL NOT BE ACCEPTED OR INSTALLED. RESTRAINED JOINTS, WHERE SHOWN OR NOTED, FOR PIPE AND FITTINGS SHALL BE MECHANICAL JOINTS WITH DUCTILE IRON RETAINER GLANDS EQUIVALENT TO "MEGALUG" OR PUSH-ON TYPE JOINTS EQUIVALENT TO "LOK-RING," "TR FLEX", OR "SUPER LOCK" AND SHALL HAVE A MINIMUM RATED WORKING PRESSURE EQUAL TO THE ITEM RESTRAINED WITH A MINIMUM SAFETY FACTOR OF 2:1. MECHANICAL JOINT RETAINER GLANDS SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PIPE MATERIAL (DUCTILE IRON VS. PVC). THE JOINTS SHALL BE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF ANSI/AWWA C111/A21.11. ADDITIONAL RESTRAINT SHALL BE AS INDICATED ON THE DRAWINGS.

7. ALL BENDS, PLUGS, CAPS, WYES AND TEES ON FOUR (4) INCH PIPE AND LARGER, SHALL BE PROVIDED WITH JOINT RESTRAINTS EQUIVALENT TO MEGALUGS. TRACER WIRE SHALL BE INSTALLED ON ALL GRAVITY SEWER WITH DIRECT BURIAL CONNECTORS, AND PROVIDE CONTINUOUS ELECTRIFIED CONDUCTIVITY. AREA MARKERS SHALL BE AT LEAST EVERY 500 FEET WITH TRACER WIRE ATTACHED, UNLESS A MANHOLE IS AVAILABLE. A SIX (6) FOOT LEAD ATTACHED TO THE INSIDE OF THE RING AND COVER SHALL BE PROVIDED AT MANHOLES. ON LATERALS, THE TRACER WIRE SHALL CONNECT THE CLEAN-OUT TO

THE GRAVITY SEWER.

8. PRIOR TO MANDREL TESTS, TELEVISING, AND BEFORE THE ACCEPTANCE OF THE GRAVITY SEWER SYSTEMS, ALL SEWER LINES SHALL BE CLEANED TO THE SATISFACTION OF THE ENGINEER. WHERE ANY OBSTRUCTION OCCURS, THE CONTRACTOR WILL BE REQUIRED TO CLEAN THE SEWERS BY FLUSHING AND BY MEANS OF ROD AND SWABS OR OTHER INSTRUMENTS. CLEANING OF NEW SEWERS IS TO BE COMPLETED WITHOUT IMPACTING THE EXISTING SEWER SYSTEM; DEBRIS/FOREIGN MATERIAL FROM THE NEW LINE (I.E. DIRT, SAND, AND TRASH) SHALL NOT BE DISCHARGED INTO THE EXISTING SYSTEM.

9. ALL SEWER PIPES SHALL BE TESTED PER SPECIFICATIONS.

10. WHEN THE WORK OR PIPE LAYING IS SUSPENDED, EITHER FOR THE NIGHT OR AT OTHER TIMES, THE END OF THE GRAVITY SEWER PIPE MUST BE CLOSED WITH A WATERTIGHT COVER. THE CONTRACTOR WILL BE

HELD RESPONSIBLE FOR KEEPING THE GRAVITY SEWER FREE FROM OBSTRUCTION. PLUGS SHALL REMAIN IN PIPE ENDS UNTIL ALL WATER IS REMOVED FROM THE TRENCH.

11. ALL MANHOLE TOPS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND SET MANHOLE TOPS RELATIVE TO FINISHED GRADES AS SHOWN ON THE DETAIL.

12. ALL GRAVITY SEWER SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM FINISHED GRADE EXCEPT WHERE OTHERWISE NOTED ON THE PLANS.

13. MAINTAIN A 10' HORIZONTAL SEPARATION BETWEEN ALL SANITARY SEWERS AND ALL WATER MAINS. WHERE THIS SEPARATION CANNOT BE MAINTAINED, OR WHERE LINES CROSS, PROVIDE A 18" MINIMUM

VERTICAL SEPARATION BETWEEN THE OUTSIDE OF THE PIPES. IF THESE REQUIREMENTS CANNOT BE MET, PROPOSED WATERLINE WILL BE CONSTRUCTED OF DUCTILE IRON PIPE UNTIL REQUIREMENTS ARE MET.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND VIDEOING EXISTING SANITARY SEWER TO CONFIRM NUMBER AND LOCATION OF EXISTING LATERALS REQUIRING RECONNECTION. CONTRACTOR

SHALL COORDINATE ALL CLEANING AND VIDEO EFFORTS WITH THE CITY OF TYBEE ISLAND AND ENGINEER. ALL CLEANING, BY-PASS PUMPING, AND VIDEOING REQUIRED SHALL NOT BE MEASURED AND PAID FOR SEPARATELY. PAYMENT SHALL BE INCLUDED IN THE UNIT PRICE FOR EACH LATERAL RELOCATION AND RECONNECTION.

PERMITTING NOTES:

1. GEFA REQUIRED PERMIT STATUS:

A. GA EPD:

B. GSWCC:

BITUMINOUS PAVEMENT

EXISTING PROPOSED DESCRIPTION

CONCRETE PAVEMENT TO BE

CONCRETE CURB & GUTTER

EARTH ROAD OR DRIVEWAY

STORM DRAIN MANHOLE

STORM DRAIN PIPE

FLARED END SECTION

WATER LINE

SPOT ELEVATION

CONCRETE MONUMENT

DITCH

SIGNS

UNDERGROUND CABLE

UNDERGROUND TELEPHONE

MAIL BOX

IRON PIN

POWER POLE WITH GUY WIRE

POWER POLE

WOODS LINE

NATURAL GAS LINE

RIGHT-OF-WAY

DESCRIPTIONPROPOSEDEXISTING

CENTER LINE OF RIGHT-OF-WAY/

ROADWAY

GRATE INLET

PROPERTY LINE

TELEPHONE MANHOLEST

LIGHT POLE

TELEPHONE PEDESTAL

WATER VALVE

FORCE MAIN

SANITARY SEWER MANHOLE

FM FM

CUT SLOPE

FILL SLOPE

C F

C F F

EASEMENT

FUTURE FUTURE

F C C

F C

CABLE & ELECTRICAL CONDUIT CROSSING

WETLANDS

10''W

FIRE HYDRANT

FMFM

REMOVED AND REPLACED

ASPHALT PAVEMENT TO BE

REMOVED AND REPLACED

PROPOSED GDOT EASMENTSILT FENCEX

TREE PROTECTION FENCING

UNDERGROUND POWER

OVERHEAD POWER

UNDERGROUND FIBER OPTIC

PROPOSED NEW WATER SERVICE AND METER

PROPOSED NEW WATER SERVICE AND STUBOUT WITH MARKER

Know what'sbelow.

before you dig.Call

RSANITARY SEWERSS SS SS SS

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GENERAL NOTES

G0.1 27209.0050

GRAVITY SEWER REPLACEMENT

ZONE 2

P.O. BOX 2749

11/3/26

SAH

TSD

50 Park of Commerce Way Savannah, GA 31405 • 912.234.5300 www.thomasandhutton.com

NONE

S E

N O

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C O

N S

T R

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HATHAM

AVENUE

INLET

AVEN

18TH STREET

17TH PLACE

18TH TERRACE

18TH LANE

19TH STREET

6T H

15TH STREET

TYBEE CREEK

ATLANTIC OCEAN

C 2.

2.2 C2.3

C2.4

C 2.

TYBRISA STREET

14TH STREET

ILL

2N D

13TH STREET

7TH AVENUE

1" = 200'

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SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

OVERALL SITE PLAN

C0.1

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1 INCH =

0 100

200 FEET

200200

S E

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C O

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X X

UTL

SSMH

FR.: 6.35'

8" PVC

I.E.: 3.26' (NE)

I.E.: 2.56' (SE)

I.E.: 2.71' (NW)

4" PVC

I.E.: 2.51' (SW)

SSMH

FR.: 7.03'

8" PVC

I.E.: 3.38' (SW)

4" PVC

I.E.: 3.69' (E) I.E.: 3.70' (W)

12" PVC

OHP

UTL

24" HDPE

BM7

BENCHTIE IN

SPLIT TRUNK LIVE OAK

EL.: 9.08'

OHP

UTL

FR.: 6.25'

I.E.: 3.59' (SE)

I.E.: 3.76' (NW)

FR.: 6.13'

I.E.: 3.39' (SE)

I.E.: 3.23' (NW)

DIRECTION ONLY

FR.: 6.47'

I.E.: 0.31' (SE)

I.E.: 0.48' (NW)

CP 16

CAPPED REBAR

N: 727,892.709 E: 1,063,276.140

CP 15

CAPPED REBAR

N: 728,115.504

E: 1,063,319.509

1" = 20'

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SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

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CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS

C1.1

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0 10

20 FEET

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UTL UTL

UTL

W W

36" HD

12" HD

24" RCP

SSMH

FR.: 6.97'

8" PVC

I.E.: 0.73' (E) I.E.: 0.68' (S)

4" PVC

I.E.: 1.06' (NW)

SSMH

FR.: 10.87'

8" PVC

I.E.: 2.15' (E)

I.E.: 4.53' (SW)

4" PVC

I.E.: 2.33' (W)

SSMH

FR.: 10.35'

8" DIP

I.E.: -1.71' (N) I.E.: -1.53' (S)

8" PVC

I.E.: 1.87' (W)

SSMH

FR.: 10.85'

8" DIP

I.E.: -1.62' (S)

8" PVC

I.E.: -1.60' (E)

BM8

BENCHTIE IN

SPLIT TRUNK LIVE OAK

EL.: 8.60'

SSMH

FR.: 6.85'

8" DIP

I.E.: -0.20' (N) I.E.: -0.03' (E)

4" PVC

I.E.: 2.04' (SE)

8" CLAY

I.E.: -0.07' (S)

8" PVC

I.E.: 0.65' (W)

W W

W W W

OHP

DIRECTION ONLY

CATCH BASIN

FR.: 7.03'

I.E.: 1.39' (N)

I.E.: 0.45' (SE)

I.E.: 2.22' (S)

CATCH BASIN

FR.: 10.56'

I.E.: 0.61' (S)

CP 13

CAPPED REBAR

N: 726,276.399

E: 1,063,906.285

CP 14

CAPPED REBAR

N: 726,528.144

E: 1,063,893.795

M A

-O F-

W A

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SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS

C1.2

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20 FEET

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OHP

W W

W W W

W W

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSMH

FR.: 9.18'

8" DIP

I.E.: 2.43' (SE)

I.E.: 2.18' (SW)

4" PVC

I.E.: 5.83' (NW)

SSMH

FR.: 6.76'

8" DIP

I.E.: 4.59' (SE)

I.E.: 3.46' (NW)

4" PVC

I.E.: 3.86' (SW)

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UGP UGP UGP UGP

UTL UTL UTL UTLUTL UTL UTL UTL

W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

UTL

BM4

BENCHTIE IN

SOUTH FACE OF

POWER POLE

EL.: 7.51'

12" HDPE

FR.: 6.16'

I.E.: 4.32' (E) GI (OBSTRUCTED)

FR.: 7.00'

I.E.: 4.13' (W)

DIRECTION ONLY

DIRECTION ONLY CP 8

CAPPED REBAR

N: 726,161.712

E: 1,064,711.748

SSMH

FR.: 6.64'

SSMH

FR.: 6.89'

8" DIP

I.E.: 4.64' (NW)

6" PVC

I.E.: 5.39' (NE)

I.E.: 4.89' (SE)

I.E.: 5.24' (S)

PVC CLEANOUT

(TYP. 14)

PVC CLEANOUT

(TYP. 5)

1" = 20'

G \D

S\ C

O N

TIO

N P

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS

C1.3

SAH

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

X X X X X X X X X X X X X X

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL

UTL

L UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTLUTL UTL UTL UTL UTL UTL

UTL UTL UTL UTL UTL UTL UTL

W W

W W W W W W W W W W W W W W W W W W W W

SSMH

FR.: 8.33'

8" DIP

I.E.: 2.52' (NE)

I.E.: 2.59' (SE)

I.E.: 2.68' (NW)

I.E.: 4.35' (SW)

SSMH

FR.: 7.10'

8" DIP

I.E.: 3.62' (SE)

I.E.: 3.55' (NW)

4" DIP

I.E.: 4.18' (NE)

SS SS SS SS SS SS SS SS SS

S S

" R

C P

8" P

V C

BM5

BENCHTIE IN

EAST FACE OF

POWER POLE

EL.: 9.38'

OHP OHP OHP OHP OHP OHP OHP OHP

CP 10

CAPPED REBAR

N: 725,853.220

E: 1,064,455.386

CP 171

NAIL

N: 725,888.966

E: 1,064,346.349

FR.: 6.46'

I.E.: 4.34' (NE)

I.E.: 4.72' (SW)

I.E.: 4.56' (W)

DIRECTION ONLY

18" CMP

DIRECTION ONLY

1" = 20'

G \D

S\ C

O N

TIO

N P

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS

C1.4

SAH

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

OHP

UTL

W W

12" HDPE

" H

OHP OHP OHP OHP OHP

W W

BM6

BENCHTIE IN

WEST FACE OF

POWER POLE

EL.: 10.31'

SSMH (SEALED)

FR.: 8.37'

SSMH

FR.: 8.19'

4" DIP

I.E.: 5.60' (SE)

I.E.: 5.55' (SW)

12" HDPE

CP 12

PK NAIL

N: 725,567.993

E: 1,064,097.951

CP 11

CAPPED REBAR

N: 725,696.115

E: 1,064,099.264

FR.: 7.46'

I.E.: 5.53' (NE)

FR.: 8.04'

I.E.: 4.31' (SE)

I.E.: 3.85' (SW)

I.E.: 3.83' (NW)

DIRECTION ONLY

SSSS

1" = 20'

G \D

S\ C

O N

TIO

N P

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

EXISTING CONDITIONS

C1.5

SAH

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

XXXXXX

XXX OHP OHP

OHP

OHT

SSSSSSSSSSSS

UTL

OHP

SSM

FR.: 6.35'

8" PVC

I.E.: 3.26' (N E)

I.E.: 2.56' (SE)

I.E.: 2.71' (N W

4" PVC

I.E.: 2.51' (SW

SSM

FR.: 7.03'

8" PVC

I.E.: 3.38' (SW

4" PVC

I.E.: 3.69' (E)

I.E.: 3.70' (W

12" PVC

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

W W W W W W W W W W W W W W W W

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTLUTL UTL UTL

24" HDPE

24" HD

BEN

HTIE IN

SPLIT TRUN

K LIVE O

A K

EL.: 9.08'

W W

UTL

OHP

IFR.: 6.25'

I.E.: 3.59' (SE)

I.E.: 3.76' (N W

IFR.: 6.13'

I.E.: 3.39' (SE)

I.E.: 3.23' (N W

IREC

TIO

N O

IREC

TIO

O N

IFR.: 6.47'

I.E.: 0.31' (SE)

I.E.: 0.48' (N W

C P 16

C A

PPED

REBA

N : 727,892.709

E: 1,063,276.140

C P 15

C A

PPED

REBA

N : 728,115.504

E: 1,063,319.509

EXISTING SURFACE

APPROXIMATE LOCATION OF

EXISTING WATER LINE

EXISTING 12" DRAINAGE PIPE EXISTING 8" SEWER MAIN

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY COMPANY.

APPROXIMATE LOCATION OF

EXISTING OVERHEAD POWER

15TH STREET

6TH AVENUE

CHATH

AM A

VEN

APPROXIMATE EXISTING

PROPERTY LINE

(TYP.)

CONTRACTOR TO REMOVE 175 LF OF EXISTING

SEWER MAIN AND LAY 175 LF OF NEW 8" SEWER MAIN

IN THE EXISTING TRENCH. EXISTING LATERALS TO BE

CAPPED DURING REMOVAL AND CONNECTED TO THE

NEW MAIN AT THE END OF THE DAY.

MILL AND OVERLAY APPROX.

444 SY OF EXISTING PAVEMENT

WITH ASPHALTIC CONCRETE

PER DETAIL ON SHEET C4.2

SSSSSSSSSSSS

8''W

0+00 1+00 1+77.40

EXISTING

MANHOLE #19

FR: 7.03

INV. IN: 3.69 (E)

INV. IN: 3.70 (W)

INV. OUT: 3.38 (S)

EXISITNG

MANHOLE #18

FR: 6.35

INV. IN: 3.26 (N)

SEE SHEETS C3.1 - C3.3 FOR

SEWER TO BE ABANDONED

AND/OR REMOVED

6th Ave - 15TH. TO CHATHAM AVE.-1

STATIONS: -0+25 - 2+50

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 2+00 2+50

EXISTING 12" DRAINAGE PIPE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

EXISTING SURFACE

173 LF 8" PVC - SDR 26 @ 0.36%

EXISTING

MANHOLE #18

FR: 6.35

INV. IN: 3.26 (N)

EXISTING

MANHOLE #19

FR: 7.03

INV. IN: 3.69 (E)

INV. IN: 3.70 (W)

INV. OUT: 3.38 (S)

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- S S

- P P.

D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRAVITY SEWER PLAN AND

PROFILE

C2.1

SAH

20 FEET

1 INCH =

0 10

20 FEET

GENERAL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, INLET

PROTECTION, SILT FENCE INSTALLATION AS NEEDED, GRASSING IN UNPAVED AREAS, CONSTRUCTION ACCESS AND STORM WATER MONITORING. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING EROSION CONTROL PRACTICES ONCE CONSTRUCTION IS COMPLETE. ALL EROSION CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE TO THE STATE OF GEORGIA SOIL

AND WATER CONSERVATION DISTRICT'S FIELD MANUAL (THE GREEN BOOK).

2. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY BRACING, SHEETING, AND DEWATERING TO COMPLETE THE PROJECT TO PROTECT EXISTING

PAVEMENT, ANY AND ALL ADJACENT STRUCTURES, TREES, AND LANDSCAPING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES AND MEASURES AS NECESSARY TO MEET THE REQUIREMENTS

OF THE GEORGIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (GAMUTCD).

4. CONTRACTOR SHALL RESTORE ALL FENCING,WALLS, DRIVEWAYS, WALKWAYS, MAIL BOXES, AND EXISTING STRUCTURES TO

PRE-CONSTRUCTION CONDITIONS UPON COMPLETION OF CONSTRUCTION.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRUCTURES FROM DAMAGE THROUGHOUT CONSTRUCTION.

6. CONTRACTOR SHALL REMOVE AND REPLANT TREES WITHIN CLOSE PROXIMITY OF TRENCHES. SECURE AND PROTECT LIVE OAKS WHEN POSSIBLE

AND/OR ANY TREE DESIGNATED ON THE PLANS OR BY THE OWNER.

7. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON SECURING AND PROTECTING EXISTING

UTILITY LINES AND STRUCTURES.

8. ANY AND ALL TEMPORARY SEWAGE PUMPING REQUIRED TO MAKE SEWER SYSTEM CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. NO SEPARATE MEASUREMENT OR PAYMENT SHALL BE MADE FOR THESE PUMPING REQUIREMENTS. ALL LABOR, DESIGN, EQUIPMENT, MATERIALS, RENTAL FEES, TEMPORARY PIPING AND INCIDENTALS SHALL BE CONSIDERED A SUBSIDIARY OBLIGATION TO THE

CONTRACT.

9. ALL SANITARY SEWER STRUCTURES AND MANHOLES SHALL BE COATED AS PER SPECIFICATION SECTION 33 30 00.

10. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON PLANS, AND ARE NOT NECESSARILY ACCURATE IN LOCATION AS TO PLAN OR ELEVATION. UTILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITY UNDER THIS REQUIREMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND SIZE OF ALL UNDERGROUND UTILITIES AND OTHER SALIENT FEATURES PRIOR TO BEGINNING CONSTRUCTION."EXISTING UTILITIES" MEANS ANY UTILITY THAT EXISTS ON THE PROJECT IN ITS ORIGINAL, RELOCATED, OR NEWLY INSTALLED POSITION. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UNDERGROUND UTILITIES; EVEN WHEN SUCH UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO BEGINNING WORK AND REQUEST AN ACCURATE FIELD LOCATION OF THEIR RESPECTIVE UTILITY LINES.

11. ALL CONNECTIONS TO THE EXISTING WATER AND SEWER SYSTEMS SHALL BE COORDINATED WITH CITY OF TYBEE ISLAND. CONTRACTOR SHALL CONTACT CITY OF TYBEE ISLAND WATER AND SEWER DEPARTMENT A MINIMUM OF 72 HOURS PRIOR TO CONNECTION ACTIVITIES.

12. ALL CONNECTIONS TO EXISTING SANITARY SEWERS SHALL BE STAGED TO PREVENT INTERRUPTION IN SERVICE.

13. IF ANY PIPES OR LATERALS ARE LOCATED IN THE FIELD THAT ARE NOT SHOWN ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL NOTIFY CITY

OF TYBEE ISLAND AND THE ENGINEER IMMEDIATELY.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANING, TESTING, AND DISINFECTION OF MAINS PRIOR TO CONNECTING PROPOSED UTILITIES TO

THE CITY OF TYBEE ISLAND SYSTEM.

15. CONTRACTOR SHALL RESTRAIN JOINTS PER THE MINIMUM RESTRAINT LENGTH AS SPECIFIED ON THE DETAILS.

16. CONTRACTOR SHALL COMPLETE WORK FOR DIVISION/PHASE OF PROJECT BEFORE COMMENCING WORK FOR NEXT DIVISION/PHASE OF PROJECT.

17. LOCATIONS AND SIZES OF EXISTING SEWER LATERALS ARE APPROXIMATE AND BASED UPON AVAILABLE TELEVISING DATA, SITE DATA, AND OWNER

INPUT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND SIZE OF ALL EXISTING SEWER LATERALS IN THE FIELD. ALL PROPOSED LATERAL REROUTES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL ADJUST LATERAL LOCATION, AS NECESSARY, TO MINIMIZE DISTURBANCE TO EXISTING STRUCTURES AND UTILITIES. NEW SEWER LATERALS SHALL BE INSTALLED WITHIN CLOSE PROXIMITY OF EXISTING SEWER

LATERALS.

18. CONTRACTOR SHALL COORDINATE ALL LATERAL INSTALLATIONS AND RIGHT-OF-ENTRY WITH EACH PROPERTY OWNER PRIOR TO COMMENCING

WORK.

S E

N O

T F

O R

C O

N S

T R

U C

OHT OHT OHT OHT OHT OHTOHTOHTOHTOHTOHTOHTOHT

OHT

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UTLUTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UTLUTLUTLUTLUTLUTL

WWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

WSS

SSSSSSSSSSSSSSSSSSSS

36" HDPE 12" HDPE

" R

C P

8" P

V C

I.E

4" P

V C

I.E

.8 7'

8" P

V C

I.E

P V

C I.E

.3 5'

8" D

I.E

-1

.7 1'

I.E

-1 .5

3' (S

P V

C I.E

.8 5'

8" D

I.E

-1

.6 2'

8" P

V C

I.E

-1 .6

0' (E

E O

A K

8" D

I.E

-0

.2 0'

I.E

-0 .0

3' (E

P V

C I.E

8" C

I.E

-0 .0

7' (S

P V

C I.E

W W W W W W W W W W W W W W W W W W W W W W W W

W W

OHP

TIO

N O

TIO

N O

C A

I.E

C A

.5 6'

I.E

C P

R N

: 7

C P

R N

: 7

CHATHAM AVENUE

RIGHT-OF-WAY VARIES

EXISTING SURFACE EXISTING 8" SEWER MAIN

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY COMPANY.

APPROXIMATE LOCATION OF

EXISTING WATER LINE

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE

EXISTING 24" DRAINAGE PIPE

APPROXIMATE LOCATION OF

EXISTING WATER LINE

APPROXIMATE EXISTING

PROPERTY LINE

(TYP.)

MILL AND OVERLAY APPROX.

896 SY OF EXISTING PAVEMENT

WITH ASPHALTIC CONCRETE

PER DETAIL ON SHEET C4.2

303 LF 8" PVC - SDR 26 @ 0.29%

REMOVE EXISTING

MANHOLE AND ADD A

SLEEVE TO CONNECT NEW

SEWER MAIN TO EXISTING

SEWER MAIN. SS

0+00

1+00 2+00 3+00

.33

PROPOSED

MANHOLE #1

FR: 10.79

INV. IN: -1.31 (S)

INV. OUT: -1.41 (NE)

PROPOSED

MANHOLE #2

FR: 6.94

INV. IN: -0.15 (SE)

INV. OUT: -0.25 (N)

303 LF 8" PVC - SDR 26 @ 0.35%

32 LF 8" PVC - SDR 26

@ 0.65%

22 LF 8" PVC - SDR 26

@ 0.35%

SSSSSSSSSSSSSSSSSSSS

2' 'W

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

EXISITING

MANHOLE #3

FR: 6.85

INV. IN: 0.65 (W)

INV. IN: 2.04 (SE)

INV. IN: -0.07 (S)

INV. IN: -0.03 (E)

INV. OUT: -0.20 (N)

CHATHAM AVE. - INLET AVE. TO 18TH ST.

STATIONS: -0+25 - 4+00

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-5

-0+25 0+00 1+00 2+00 3+00 4+00

CHATHAM AVE. - INLET AVE. TO 18TH ST.

STATIONS: -0+25 - 4+00

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-5

-0+25 0+00 1+00 2+00 3+00 4+00

59 8.

28 7.

46 7.

05 7.

04 6.

EXISTING SURFACE

PROPOSED

MANHOLE #1

FR: 10.79

INV. IN: -1.31 (S)

INV. OUT: -1.41 (NE)

303 LF 8" PVC - SDR 26 @ 0.35%

PROPOSED

MANHOLE #2

FR: 6.94

INV. IN: -0.15 (SE)

INV. OUT: -0.25 (N)

EXISTING

MANHOLE #3

FR: 6.85

INV. IN: 0.65 (W)

INV. IN: 2.04 (SE)

INV. IN: -0.07 (S)

INV. IN: -0.03 (E)

INV. OUT: -0.20 (N)

INV. OUT: -0.20 (NW)

32 LF 8" PVC - SDR 26

@ 0.65%

22 LF 8" PVC - SDR 26

@ 0.35%

APPROXIMATE LOCATION AND DEPTH

OF EXISTING COMMUNICATION LINE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND DEPTH

OF EXISTING COMMUNICATION LINE

EXISTING 24" DRAINAGE PIPE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

EXISTING

MANHOLE #2

FR: 10.74

INV. IN: -1.62 (S)

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- S S

- P P.

D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRAVITY SEWER PLAN AND

PROFILE

C2.2

SAH

20 FEET

1 INCH =

0 10

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

W W

S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSMH

FR.: 9.18'

8" DIP

I.E.: 2.43' (SE)

I.E.: 2.18' (SW)

4" PVC

I.E.: 5.83' (NW)

SSMH

FR.: 6.76'

8" DIP

I.E.: 4.59' (SE)

I.E.: 3.46' (NW)

4" PVC

I.E.: 3.86' (SW)

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UGP UGP UGP UGP

UTL UTL UTL UTL

UTL UTL UTL UTLW

W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

UTL

BM4

BENCHTIE IN

SOUTH FACE OF

POWER POLE

EL.: 7.51'

12" HDPE

FR.: 6.16'

I.E.: 4.32' (E) GI (OBSTRUCTED)

FR.: 7.00'

I.E.: 4.13' (W)

DIRECTION ONLY

DIRECTION ONLY CP 8

CAPPED REBAR

N: 726,161.712

E: 1,064,711.748

SSMH

FR.: 6.64'

SSMH

FR.: 6.89'

8" DIP

I.E.: 4.64' (NW)

6" PVC

I.E.: 5.39' (NE)

I.E.: 4.89' (SE)

I.E.: 5.24' (S)

PVC CLEANOUT

(TYP. 14)

PVC CLEANOUT

(TYP. 5)

APPROXIMATE LOCATION OF

EXISTING WATER LINE

APPROXIMATE LOCATION OF EXISTING

UNDERGROUND POWER LINE

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE

EXISTING 4" SEWER LATERAL

APPROXIMATE LOCATION OF

EXISTING WATER LINES

APPROXIMATE LOCATION OF

EXISTING WATER LINE

APPROXIMATE LOCATION OF

EXISTING SEWER LATERAL

EXISTING 12" DRAINAGE PIPE

APPROXIMATE LOCATION OF

EXISTING WATER LINES

EXISTING SURFACE

EXISTING 8" SEWER MAIN

EXISTING OVERHEAD POWER

EXISTING SEWER LATERAL

APPROXIMATE EXISTING

PROPERTY LINE

(TYP.)

SEE SHEETS C3.1 -

C3.3 FOR SEWER

TO BE ABANDONED

AND/OR REMOVED

MILL AND OVERLAY APPROX.

549 SY OF EXISTING PAVEMENT

WITH ASPHALTIC CONCRETE

PER DETAIL ON SHEET C4.2

145 LF 8" PVC - SDR 26 @ 0.35%

230 LF 8" PVC - SDR 26 @ 0.35%

0+00 1+00

2+00 3+00

4+00

.19

230 LF 8" PVC - SDR 26 @ 0.35%

PROPOSED SADDLE

MANHOLE #11

FR: 9.00

INV. IN: 2.15 (E)

PROPOSED

MANHOLE #12

FR: 6.40

INV. IN: 3.05 (E)

INV. OUT: 2.95 (W)

84 LF 8" PVC - SDR 26

@ 0.35%

PROPOSED

MANHOLE #9

FR: 6.87

INV. IN: 3.54 (E)

INV. OUT: 3.35 (W)

145 LF 8" PVC - SDR 26 @ 0.35%

PROPOSED

MANHOLE #20

FR: 7.37

INV. IN: 4.12 (NE)

INV. OUT: 4.05 (W)

11 LF 8" PVC - SDR 26

@ 0.40%

SSSSSSSSSSSSSSSS

SSSSSS

2''W

2' 'W

SSSSSS

SSSS

PROPOSED SADDLE

MANHOLE #10

FR: 7.33

INV. OUT: 4.16 (SW)

17TH PL. - RUN 1

STATIONS: -0+25 - 4+80

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 2+00 3+00 4+00 4+80

17TH PL. - RUN 1

STATIONS: -0+25 - 4+80

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 2+00 3+00 4+00 4+80

00 7.

66 7.

22 6.

83 6.

49 6.

43 6.

80 7.

17 7.

48 7.

EXISTING SURFACE

PROPOSED SADDLE

MANHOLE #11

FR: 9.00

INV. IN: 2.15 (E)

INV. IN: 2.15 (NE)

INV. OUT: 2.15 (SW)

PROPOSED

MANHOLE #12

FR: 6.40

INV. IN: 3.05 (E)

INV. OUT: 2.95 (W)

PROPOSED

MANHOLE #9

FR: 6.87

INV. IN: 3.54 (E)

INV. OUT: 3.35 (W)

PROPOSED

MANHOLE #20

FR: 7.37

INV. IN: 4.12 (NE)

INV. OUT: 4.05 (W)

230 LF 8" PVC - SDR 26 @ 0.35%

84 LF 8" PVC - SDR 26

@ 0.35%

145 LF 8" PVC - SDR 26 @ 0.35%

11 LF 8" PVC - SDR 26

@ 0.40%

PROPOSED SADDLE

MANHOLE #10

FR: 7.33

INV. IN: 4.16 (SE)

INV. OUT: 4.16 (NW)

INV. OUT: 4.16 (SW)

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND DEPTH

OF EXISTING COMMUNICATION LINE

APPROXIMATE LOCATION AND DEPTH

OF EXISTING COMMUNICATION LINE

APPROXIMATE LOCATION AND DEPTH

OF EXISTING UNDERGROUND POWER

EXISTING 4" SEWER LATERAL

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

EXISTING 12" DRAINAGE PIPE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINEEXISTING SEWER LATERAL

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

EXISTING SEWER LATERAL

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- S S

- P P.

D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRAVITY SEWER PLAN AND

PROFILE

C2.3

SAH

20 FEET

1 INCH =

0 10

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

X X X X X X X X X X X X X X

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTLUTL UTL UTL UTL UTL UTLUTL UTL UTL UTL UTL UTL UTL

W W

W W W W W W W W W W W W W W W W W W W W

SSMH

FR.: 8.33'

8" DIP

I.E.: 2.52' (NE)

I.E.: 2.59' (SE)

I.E.: 2.68' (NW)

I.E.: 4.35' (SW)

SSMH

FR.: 7.10'

8" DIP

I.E.: 3.62' (SE)

I.E.: 3.55' (NW)

4" DIP

I.E.: 4.18' (NE)

SS SS SS SS SS SS SS SS SS

" R

C P

8" P

V C

BM5

BENCHTIE IN

EAST FACE OF

POWER POLE

EL.: 9.38'

OHP OHP OHP OHP OHP OHP OHP OHP

CP 10

CAPPED REBAR

N: 725,853.220

E: 1,064,455.386

CP 171

NAIL

N: 725,888.966

E: 1,064,346.349

FR.: 6.46'

I.E.: 4.34' (NE)

I.E.: 4.72' (SW)

I.E.: 4.56' (W)

DIRECTION ONLY

18" CMP

DIRECTION ONLY

18TH TERRACE

APPROXIMATE EXISTING

PROPERTY LINE

(TYP.)

CONTRACTOR TO REMOVE 270 LF OF EXISTING

SEWER MAIN AND LAY 270 LF OF NEW 8" SEWER MAIN

IN THE EXISTING TRENCH. EXISTING LATERALS TO BE

CAPPED DURING REMOVAL AND CONNECTED TO THE

NEW MAIN AT THE END OF THE DAY.

RESTORE APPROX. 217 SY OF

DISTURBED GRAVEL ROAD

PER DETAIL ON SHEET C4.2

SEE SHEETS C3.1 -

C3.3 FOR SEWER

TO BE ABANDONED

AND/OR REMOVED

0+00 1+00

2+00 2+72.34

EXISTING

MANHOLE #4

FR: 8.33

INV. IN: 2.59 (E)

INV. OUT: 2.52 (NE)

EXISTING

MANHOLE #5

FR: 7.10

INV. OUT: 3.55 (W)

18TH TERRACE

STATIONS: -0+25 - 3+50

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 2+00 3+00 3+50

272 LF 8" DIP @ 0.35%

EXISTING SUFRACE

EXISITNG

MANHOLE #4

FR: 8.33

INV. IN: 2.59 (E)

INV. OUT: 2.52 (NE)

EXISITNG

MANHOLE #5

FR: 7.10

INV. OUT: 3.55 (W)

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- S S

- P P.

D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRAVITY SEWER PLAN AND

PROFILE

C2.4

SAH

20 FEET

1 INCH =

0 10

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

UTL

W W

SSM

FR.: 8.33'

8" D

I.E.: 2.52' (N E)

I.E.: 2.59' (SE)

I.E.: 2.68' (N W

I.E.: 4.35' (SW

SS SS SS SS SS

12" HD

12" HDPE

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

W W

W W W W W W W W W W

W W W W W W W

UTL UTL UTL UTL UTLUTL UTL UTL

BEN

HTIE IN

EST FA

C E O

ER PO

EL.: 10.31'

SSM

H (SEA

LED

FR.: 8.37'

SSM

FR.: 8.19'

4" D

I.E.: 5.60' (SE)

I.E.: 5.55' (SW

12" HD

C P 12

PK N

N : 725,567.993

E: 1,064,097.951

C P 11

C A

PPED

REBA

N : 725,696.115

E: 1,064,099.264

IFR.: 7.46'

I.E.: 5.53' (N E)

IFR.: 8.04'

I.E.: 4.31' (SE)

I.E.: 3.85' (SW

I.E.: 3.83' (N W

IREC

TIO

O N

IREC

TIO

O N

IREC

TIO

O N

APPROXIMATE LOCATION OF

EXISTING WATER LINE

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION LINE.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY COMPANY.

EXISTING OVERHEAD POWER LINE

APPROXIMATE LOCATION OF

EXISTING WATER LINES

EXISTING SURFACE

EXISTING 4" SEWER LINE

APPROXIMATE LOCATION OF

EXISTING WATER LINE

18TH LA

19TH STREET

APPROXIMATE EXISTING

PROPERTY LINE

(TYP.)

CONTRACTOR TO REMOVE 270 LF OF EXISTING

SEWER MAIN AND LAY 270 LF OF NEW 8" SEWER MAIN

IN THE EXISTING TRENCH. EXISTING LATERALS TO BE

CAPPED DURING REMOVAL AND CONNECTED TO THE

NEW MAIN AT THE END OF THE DAY.

SEE SHEETS C3.1 -

C3.3 FOR SEWER

TO BE ABANDONED

AND/OR REMOVED

MILL AND OVERLAY APPROX.

263 SY OF EXISTING PAVEMENT

WITH ASPHALTIC CONCRETE

PER DETAIL ON SHEET C4.2

CONTRACTOR

REMOVE MANHOLE

AND ADD A SLEEVE

TO CONNECT

EXISTING GRAVITY

SEWER

REMOVE AND REPLACE

APRROX. 12 SY OF

CONCRETE SIDEWALK PER

DETAIL ON SHEET C4.2113 LF 8" PVC - SDR 26 @ 0.35%

1+33.17

0+00 1+00

PROPOSED SADDLE

MANHOLE#14

FR: 9.02

INV. IN: 4.97 (N) 113 LF 8" PVC - SDR 26 @ 0.35%

PROPOSED

MANHOLE #15

FR: 8.62

INV. IN: 5.46 (NE)

INV. OUT: 5.36 (S) 20 LF 8" PVC - SDR 26

@ 0.45%

SSSSSSSS

2''W

BUTLER AVE. - 18TH LN. TO 19TH ST.

STATIONS: -0+25 - 1+30

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 1+30

BUTLER AVE. - 18TH LN. TO 19TH ST.

STATIONS: -0+25 - 1+30

SCALE: HORZ.: 1" = 20'

VERT.: 1" = 2'

-0+25 0+00 1+00 1+30

01 8.

63 8.

EXISTING SURFACE

PROPOSED SADDLE

MANHOLE #14

FR: 9.02

INV. IN: 4.97 (N)

PROPOSED

MANHOLE #15

FR: 8.62

INV. IN: 5.46 (NE)

INV. OUT: 5.36 (S)

20 LF 8" PVC - SDR 26

@ 0.45%

113 LF 8" PVC - SDR 26 @ 0.35%

APPROXIMATE LOCATION AND DEPTH

OFEXISTING COMMUNICATION LINE.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY COMPANY.

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE

APPROXIMATE LOCATION AND

DEPTH OF EXISTING WATER LINE.

CONTRACTOR TO COORDINATE

RELOCATION WITH UTILITY COMPANY.

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- S S

- P P.

D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

GRAVITY SEWER PLAN AND

PROFILE

C2.5

SAH

20 FEET

1 INCH =

0 10

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

OHT OHT OHT OHT OHT OHT

OHTOHTOHTOHTOHTOHTOHT

OHT

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UTLUTL

UTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTLUTL

UTL

UTLUTLUTLUTLUTLUTL

WWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

SSSSSSSSSSSSSSSSSSSS

36" HDPE

12" HDPE

" R

C P

8" P

V C

I.E

4" P

V C

I.E

.8 7'

8" P

V C

I.E

P V

C I.E

.3 5'

8" D

I.E

-1

.7 1'

I.E

-1 .5

3' (S

P V

C I.E

.8 5'

8" D

I.E

-1

.6 2'

8" P

V C

I.E

-1 .6

0' (E

E O

A K

' SS

8" D

I.E

-0

.2 0'

I.E

-0 .0

3' (E

P V

C I.E

8" C

I.E

-0 .0

7' (S

P V

C I.E

W W W W W W W W W W W W W W W W W W W W W W W W

W W

OHP

TIO

N O

TIO

N O

C A

I.E

C A

.5 6'

I.E

C P

R N

: 7

C P

R N

: 7

CHATHAM AVENUE

RIGHT-OF-WAY VARIES

SSSSSSSSSSSSSSSSSSSS

SS 2'

'W 2' 'W

ABANDON APPROX. +/- 41 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

MANHOLE TO BE ABANDONED

PER DETAIL ON SHEET C4.3

AFTER PROPOSED MAIN IS

ON-LINE

ABANDON APPROX. +/- 294 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

PROPOSED MANHOLE (TYP.)

XXXXXX

XXX OHP OHP

OHP

OHT

SSSSSSSSSSSS

UTL

OHP

SSM

FR.: 6.35'

8" PVC

I.E.: 3.26' (N E)

I.E.: 2.56' (SE)

I.E.: 2.71' (N W

4" PVC

I.E.: 2.51' (SW

SSM

FR.: 7.03'

8" PVC

I.E.: 3.38' (SW

4" PVC

I.E.: 3.69' (E)

I.E.: 3.70' (W

12" PVC

OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

W W W W W W W W W W W W W W W W

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTLUTL UTL UTL

24" HDPE

24" HD

BEN

HTIE IN

SPLIT TRUN

K LIVE O

A K

EL.: 9.08'

W W

UTL

OHP

IFR.: 6.25'

I.E.: 3.59' (SE)

I.E.: 3.76' (N W

IFR.: 6.13'

I.E.: 3.39' (SE)

I.E.: 3.23' (N W

IREC

TIO

N O

IREC

TIO

O N

IFR.: 6.47'

I.E.: 0.31' (SE)

I.E.: 0.48' (N W

C P 16

C A

PPED

REBA

N : 727,892.709

E: 1,063,276.140

C P 15

C A

PPED

REBA

N : 728,115.504

E: 1,063,319.509

SSSSSSSSSSSS

8''W

CONTRACTOR TO REMOVE 175

LF OF EXISTING SEWER

AND LAY 175 LF OF NEW 8"

SEWER MAIN IN EXISTING

TRENCH. EXISTING LATERALS TO

BE CAPPED DURING REMOVAL

AND CONNECTED TO THE NEW

MAIN AT THE END OF THE DAY.

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- D M

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

SEWER ABANDONMENT AND

REMOVAL

C3.1

SAH

20 FEET

1 INCH =

0 10

20 FEET

GENERAL NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, INLET PROTECTION, SILT FENCE INSTALLATION AS NEEDED, GRASSING IN UNPAVED AREAS, CONSTRUCTION ACCESS AND STORM WATER MONITORING. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REMOVING EROSION CONTROL PRACTICES ONCE CONSTRUCTION IS COMPLETE. ALL EROSION CONTROL PRACTICES SHALL BE IMPLEMENTED IN ACCORDANCE TO THE STATE OF GEORGIA SOIL AND WATER CONSERVATION DISTRICT'S FIELD

MANUAL (THE GREEN BOOK).

2. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY BRACING, SHEETING, AND DEWATERING TO COMPLETE THE PROJECT TO PROTECT EXISTING

PAVEMENT, ANY AND ALL ADJACENT STRUCTURES, TREES, AND LANDSCAPING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES AND MEASURES AS NECESSARY TO MEET THE REQUIREMENTS OF THE

GEORGIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (GAMUTCD).

4. CONTRACTOR SHALL RESTORE ALL FENCING,WALLS, DRIVEWAYS, WALKWAYS, MAIL BOXES, AND EXISTING STRUCTURES TO PRE-CONSTRUCTION

CONDITIONS UPON COMPLETION OF CONSTRUCTION.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRUCTURES FROM DAMAGE THROUGHOUT CONSTRUCTION.

6. CONTRACTOR SHALL REMOVE AND REPLANT TREES WITHIN CLOSE PROXIMITY OF TRENCHES. SECURE AND PROTECT LIVE OAKS WHEN POSSIBLE

AND/OR ANY TREE DESIGNATED ON THE PLANS OR BY THE OWNER.

7. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON SECURING AND PROTECTING EXISTING

UTILITY LINES AND STRUCTURES.

8. ANY AND ALL TEMPORARY SEWAGE PUMPING REQUIRED TO MAKE SEWER SYSTEM CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE

CONTRACT.

9. ALL SANITARY SEWER STRUCTURES AND MANHOLES SHALL BE COATED AS PER SPECIFICATION SECTION 33 30 00.

12. ALL CONNECTIONS TO EXISTING SANITARY SEWERS SHALL BE STAGED TO PREVENT INTERRUPTION IN SERVICE.

13. IF ANY PIPES OR LATERALS ARE LOCATED IN THE FIELD THAT ARE NOT SHOWN ON THE CONSTRUCTION PLANS, CONTRACTOR SHALL NOTIFY CITY

OF TYBEE ISLAND AND THE ENGINEER IMMEDIATELY.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANING, TESTING, AND DISINFECTION OF MAINS PRIOR TO CONNECTING PROPOSED UTILITIES

TO THE CITY OF TYBEE ISLAND SYSTEM.

15. CONTRACTOR SHALL RESTRAIN JOINTS PER THE MINIMUM RESTRAINT LENGTH AS SPECIFIED ON THE DETAILS.

16. CONTRACTOR SHALL COMPLETE WORK FOR DIVISION/PHASE OF PROJECT BEFORE COMMENCING WORK FOR NEXT DIVISION/PHASE OF

PROJECT.

17. LOCATIONS AND SIZES OF EXISTING SEWER LATERALS ARE APPROXIMATE AND BASED UPON AVAILABLE TELEVISING DATA, SITE DATA, AND OWNER

LATERALS.

18. CONTRACTOR SHALL COORDINATE ALL LATERAL INSTALLATIONS AND RIGHT-OF-ENTRY WITH EACH PROPERTY OWNER PRIOR TO COMMENCING

WORK.

S E

N O

T F

O R

C O

N S

T R

U C

W W

W W W

W W

SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SSMH

FR.: 9.18'

8" DIP

I.E.: 2.43' (SE)

I.E.: 2.18' (SW)

4" PVC

I.E.: 5.83' (NW)

SSMH

FR.: 6.76'

8" DIP

I.E.: 4.59' (SE)

I.E.: 3.46' (NW)

4" PVC

I.E.: 3.86' (SW)

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP UGP UGP UGP UGP

UTL UTL UTL UTLUTL UTL UTL UTL

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

UTL

BM4

BENCHTIE IN

SOUTH FACE OF

POWER POLE

EL.: 7.51'

12" HDPE

FR.: 6.16'

I.E.: 4.32' (E) GI (OBSTRUCTED)

FR.: 7.00'

I.E.: 4.13' (W)

DIRECTION ONLY

DIRECTION ONLY CP 8

CAPPED REBAR

N: 726,161.712

E: 1,064,711.748

SSMH

FR.: 6.64'

SSMH

FR.: 6.89'

8" DIP

I.E.: 4.64' (NW)

6" PVC

I.E.: 5.39' (NE)

I.E.: 4.89' (SE)

I.E.: 5.24' (S)

PVC CLEANOUT

(TYP. 14)

PVC CLEANOUT

(TYP. 5)

SSSSSSSSSSSSSSSSSSSSSS

2''W

2' 'W

SSSSSSSSSS

ABANDON APPROX. +/- 173 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

MANHOLE TO BE ABANDONED

PER DETAIL ON SHEET C4.3

AFTER PROPOSED MAIN IS

ON-LINE.

ABANDON APPROX. +/- 135 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

PROPOSED MANHOLE

(TYP.)

MANHOLE TO BE ABANDONED

PER DETAIL ON SHEET C4.3

AFTER PROPOSED MAIN IS

ON-LINE.

ABANDON APPROX. +/- 149 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

X X X X X X X X X X X X X X

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL

UTL

UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTLUTL UTL UTL UTL UTL UTLUTL UTL UTL UTL UTL UTL UTL

W W

W W W W W W W W W W W W W W W W W W W W

SSMH

FR.: 8.33'

8" DIP

I.E.: 2.52' (NE)

I.E.: 2.59' (SE)

I.E.: 2.68' (NW)

I.E.: 4.35' (SW)

SSMH

FR.: 7.10'

8" DIP

I.E.: 3.62' (SE)

I.E.: 3.55' (NW)

4" DIP

I.E.: 4.18' (NE)

SS SS SS SS SS SS SS SS SS

" R

C P

8" P

V C

BM5

BENCHTIE IN

EAST FACE OF

POWER POLE

EL.: 9.38'

OHP OHP OHP OHP OHP OHP OHP OHP

CP 10

CAPPED REBAR

N: 725,853.220

E: 1,064,455.386

CP 171

NAIL

N: 725,888.966

E: 1,064,346.349

FR.: 6.46'

I.E.: 4.34' (NE)

I.E.: 4.72' (SW)

I.E.: 4.56' (W)

DIRECTION ONLY

18" CMP

DIRECTION ONLY

SSSSSSSSSSSSSSSSSS

CONTRACTOR TO REMOVE 270

LF OF EXISTING SEWER MAIN

AND LAY 270 LF OF NEW 8"

SEWER MAIN IN THE EXISTING

TRENCH. EXISTING LATERALS TO

BE CAPPED DURING REMOVAL

AND CONNECTED TO THE NEW

MAIN AT THE END OF THE DAY.

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- D M

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

SEWER ABANDONMENT AND

REMOVAL

C3.2

SAH

20 FEET

1 INCH =

0 10

20 FEET

S E

N O

T F

O R

C O

N S

T R

U C

UTL

W W

SS SS SS SS SS

12" HD

12" HDPE

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

W W

W W W W W W W W W W

W W W W W W WUTL UTL UTL UTL UTLUTL UTL UTL

BEN

HTIE IN

EST FA

C E O

ER PO

EL.: 10.31'

SSM

H (SEA

LED

FR.: 8.37'

SSM

FR.: 8.19'

4" D

I.E.: 5.60' (SE)

I.E.: 5.55' (SW

12" HD

C P 12

PK N

N : 725,567.993

E: 1,064,097.951

C P 11

C A

PPED

REBA

N : 725,696.115

E: 1,064,099.264

IFR.: 7.46'

I.E.: 5.53' (N E)

IFR.: 8.04'

I.E.: 4.31' (SE)

I.E.: 3.85' (SW

I.E.: 3.83' (N W

IREC

TIO

O N

IREC

TIO

O N

IREC

TIO

O N

SSSSSSSS

2''W

ABANDON APPROX. +/- 124 LF

OF EXISTING 8" SEWER

MAIN IN PLACE AND FILL

COMPLETELY WITH FLOWABLE

FILL. PLUG ENDS WITH BRICK

AND MORTAR PLUGS.

CONTRACTOR TO REMOVE

MANHOLE AND ADD A SLEEVE

TO CONNECT EXISTING GRAVITY

SEWER

SEE SCALE BAR

G \D

S\ C

O N

TIO

N P

- D M

.D W

N ov

, 2

- 1 0:

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

SEWER ABANDONMENT AND

REMOVAL

C3.3

SAH

682 Johnnie Dodds Blvd. • Suite 100 Mt. Pleasant, SC 29464 • 843.849.0200

20 FEET

1 INCH =

0 10

20 FEET

GENERAL NOTES:

2. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY BRACING, SHEETING, AND DEWATERING TO COMPLETE THE PROJECT TO PROTECT EXISTING PAVEMENT, ANY AND ALL ADJACENT STRUCTURES, TREES, AND LANDSCAPING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DEVICES AND MEASURES AS NECESSARY TO MEET THE REQUIREMENTS OF THE GEORGIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (GAMUTCD).

4. CONTRACTOR SHALL RESTORE ALL FENCING,WALLS, DRIVEWAYS, WALKWAYS, MAIL BOXES, AND EXISTING STRUCTURES TO PRE-CONSTRUCTION CONDITIONS UPON COMPLETION OF CONSTRUCTION.

5. CONTRACTOR…

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