City Engineer Approved Final Construction Set.pdf

PDF 17 MB Posted Mar 17, 2025

Attached to: BID 25-0036-5 L. Scott Stell Park Utility System Improvements
Solicitation number: PE-77548-NONST-2025-000000226
Issued by: Chatham County, Georgia

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Bid 25_0036_5.pdf	PDF	Mar 17, 2025
Bid 25_0036_5 Special Conditions.pdf	PDF	Mar 17, 2025

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90% SUBMITTAL

L. SCOTT STELL PARK UTILITY

SYSTEM IMPROVEMENTS

KH PROJECT NUMBER: 018960011

CHATHAM COUNTY

O R

C O

R U

O N

PREPARED BY

FEBRUARY 2025

OWNER'S NAME: NATHANIEL PANTHER

TELEPHONE NUMBER: (912)-652-7800

MAILING ADDRESS: 124 BULL ST, SUITE 430

SAVANNAH, GA 31401

EMAIL ADDRESS: NPANTHER@CHATHAMCOUNTY.ORG

PROJECT ENGINEER: MATT DUNAGIN, PE (KIMLEY-HORN)

TELEPHONE NUMBER: (678)-533-3927

MAILING ADDRESS: 3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GA 30092

EMAIL ADDRESS: MATT.DUNAGIN@KIMLEY-HORN.COM

CONTACT INFORMATION

SHEET NUMBER

REVISIONS

PROJECT SITE

NOT TO SCALE

This document, together with the concepts and designs presented herein, as an instrument of services, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

DESCRIPTIONDATENO. BY

2025 KIMLEY-HORN AND ASSOCIATES, INC.

3930 EAST JONES BRIDGE ROAD, SUITE 350 PEACHTREE CORNERS, GA 30092

Phone: (770) 825-0744

WWW.KIMLEY-HORN.COM

SEAL:

SHEET INDEX

SHEET # SHEET TITLE

1 COVER

2 LEGEND INDEX & ABBREVIATIONS

3 GENERAL NOTES

4 OVERALL LAYOUT PLAN AND PROFILE

5 GRAVITY SEWER PLAN AND PROFILE

6 FORCE MAIN PLAN AND PROFILE STA 20+00 TO STA 25+50

7 FORCE MAIN PLAN AND PROFILE STA 25+50 TO STA 30+00

8 FORCE MAIN PLAN AND PROFILE STA 30+00 TO STA 35+50

9 FORCE MAIN PLAN AND PROFILE STA 35+50 TO STA 39+50

10 FORCE MAIN PLAN AND PROFILE STA 39+50 TO STA 44+50

11 FORCE MAIN PLAN AND PROFILE STA 44+50 TO STA 49+50

12 FORCE MAIN PLAN AND PROFILE STA 49+50 TO STA 54+50

13 FORCE MAIN PLAN AND PROFILE STA 54+50 TO STA 59+90

14 ON-SITE FORCE MAIN PLAN

15 ON-SITE FORCE MAIN PLAN

16 ON-SITE FORCE MAIN PLAN

17 CITY OF SAVANNAH STANDARD SEWER DETAILS

18 CITY OF SAVANNAH STANDARD WATER DETAILS

19 STANDARD DETAILS

20 EROSION CONTROL NOTES

21 EROSION CONTROL NOTES

22 EROSION AND SEDIMENTATION CONTROL DETAILS

PROJECT

LOCATION

E O R G I A

N G I N E E

IST ERED

CITY OF SAVANNAH DEVELOPMENT SERVICES

SITE PLAN APPROVAL

MPC EM BC

WATER/SEWER JL NA

STORM WATER ______ TC______

TRAFFIC ______BS KC____

POLICE _______ EK______

FIRE ______TS CM____

PARK & TREE SJ CH

ZONING JA

02/18/2025

APPROVED FOR THE CITY OF

SAVANNAH

City Engineer ________________ ________________02/18/2025 10:03:10 AM

CITY ENGINEER

PERMIT NUMBER 24-13294-SITE

CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

APPPROVED

02/18/2025

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\2 LEGEND INDEX & ABBREVIATIONS.dwg 2 LEGEND INDEX & ABBREVIATIONS Feb 13, 2025 10:15am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED

ABBREVIATIONS LEGEND

LEGEND INDEX &

ABBREVIATIONS 2

CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\3 GENERAL NOTES.dwg 3 GENERAL NOTES Feb 13, 2025 10:15am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED

GENERAL NOTES 3

GENERAL NOTES

1. ALL IMPROVEMENTS TO CONFORM WITH CITY OF SAVANNAH CONSTRUCTION

STANDARDS AND SPECIFICATIONS, LATEST EDITION.

2. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED

FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A

HORIZONTAL PLANE.

3. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE GEORGIA STATE

PLANE COORDINATE SYSTEM (NAD 83).

4. ALL CONSTRUCTION SHALL COMPLY WITH THE CONTRACT PLANS, CONTRACT

SPECIFICATIONS, PERMIT REQUIREMENTS, AND ALL APPLICABLE STATE,

FEDERAL, AND LOCAL CODES. NO ADDITIONAL PAYMENT WILL BE GIVEN FOR

ANY COST INCURRED TO COMPLY WITH REQUIREMENTS SET BY THE

AFOREMENTIONED ITEMS.

5. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY CHATHAM

COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS

THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE

APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLAND AREA

DISTURBANCE.

6. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER OF ANY

DISCREPANCIES OR ERRORS DISCOVERED IN THE CONTRACT DOCUMENTS. ANY

DEVIATION FROM THE PLANS WITHOUT PRIOR CONSENT OF OWNER MAY BE

CAUSE FOR THE WORK TO BE UNACCEPTABLE.

7. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE.

8. A PRE-CONSTRUCTION MEETING MUST BE HELD WITH CHATHAM COUNTY,

ENGINEER, CONTRACTOR, AND GDOT (IF APPLICABLE) PRIOR TO COMMENCING

WORK.

9. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO PUBLIC RIGHT-OF-WAYS

AND ACQUIRED EASEMENTS. WORK IS TO BE PERFORMED IN CONFORMITY WITH

ALL APPLICABLE PERMITS, AGREEMENTS, AND EASEMENT STIPULATIONS.

CONTRACTOR SHALL NOT ENTER OR OCCUPY ANY EASEMENT WITHOUT FIRST

CONFIRMING WITH CHATHAM COUNTY THAT SUCH EASEMENT IS FULLY

EXECUTED. CONTRACTOR SHALL NOT ENTER OR OCCUPY ANY LAND OUTSIDE

OF THE EASEMENTS AND RIGHT-OF-WAY, SHOULD THE CONTRACTOR DESIRE

OR REQUIRE ADDITIONAL SPACE, THE CONTRACTOR MUCH ARRANGE FOR SUCH

A SPACE WITH THE EASEMENT OWNER AT CONTRACTOR'S EXPENSE.

10. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH,

MATERIAL AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO

CONSTRUCTION AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE

FOR THEIR PROTECTION. THE ENGINEER HAS ATTEMPTED TO LOCATE AND

INDICATE ALL EXISTING FACILITIES ON THE PLANS; HOWEVER, THIS

INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE

ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS

OF UTILITIES SHOWN OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE,

THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY "GEORGIA 811". THE

CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE

NOT LOCATED BY "GEORGIA 811" FOR EXACT LOCATION OF THEIR UTILITIES

PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ANY AND ALL DAMAGE

MADE TO UTILITIES BY THE CONTRACTOR TO EXISTING CONDITIONS AT THE

CONTRACTOR'S EXPENSE.

11. BURIED TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL)

ARE KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL

COORDINATE WORK WITH CONFLICTING TELEPHONE AND CATV CABLES AS

NECESSARY FOR INSTALLATION OF THE PROPOSED WATER AND SEWER.

UTILITY COORDINATION SHALL BE INCLUDED IN THE PROJECT SCHEDULE AND IT

IS THE EXPLICIT RESPONSIBILITY OF THE CONTRACTOR TO ASSURE THAT THE

PROJECT SCHEDULE INCLUDES THE NECESSARY RELOCATION. THE

CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS COORDINATION.

12. LAND DISTURBANCE SHALL BE LIMITED TO THOSE AREAS INDICATED ON THE

PLANS FOR ACCESS, STAGING, AND UTILITY CONSTRUCTION.

13. ALL BUFFERS AND TREE SAVE AREAS ARE TO BE CLEARLY IDENTIFIED WITH

TREE PROTECTIVE FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

14. INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE

PLACE PRIOR TO AND CONCURRENT WITH LAND DISTURBING ACTIVITIES. ALL

EROSION AND CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES AND

SHALL BE INSPECTED REGULARLY USING THE EROSION AND SEDIMENT

CONTROL CHECKLIST. ADDITIONAL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY THE OWNER.

15. DRAINAGE SYSTEMS SHALL BE MAINTAINED, KEPT FREE OF DEBRIS, AND IN

OPERATING CONDITION AT ALL TIMES DURING CONSTRUCTION OF THIS

PROJECT. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR

RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN

DAMAGED OR REMOVED OR RE-GRADED AS REQUIRED BY THE ENGINEER,

EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS IN THE

PLANS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO

SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY

WITH THIS REQUIREMENT.

16. MONUMENTS OR LANDMARKS SHALL NOT BE DISTURBED OR REMOVED BY THE

CONTRACTOR WITHOUT WRITTEN CONSENT OF THE OWNER. ANY MONUMENT

OR LANDMARK REMOVED OR DAMAGED SHALL BE REPLACED BY THE OWNER AT

THE EXPENSE OF THE CONTRACTOR.

17. ALL SIGNS, MAILBOXES, FENCING, LANDSCAPING, ETC. SHALL BE PROTECTED

DURING CONSTRUCTION. SHOULD IT BE REQUIRED TO REMOVE OR DISTURB

SUCH ITEMS, THE CONTRACTOR SHALL SEEK APPROVAL FROM THE OWNER

FIRST AND IF APPROVED, THE REMOVAL OR DISTURBANCE OF SUCH ITEMS WILL

BE DONE AT NO ADDITIONAL COST TO OWNER. SHOULD THE OWNER DEEM ANY

ITEMS AS DAMAGED, THE CONTRACTOR SHALL REPLACE THE ITEM IN LIKE AND

KIND AT NO ADDITIONAL EXPENSE TO THE CHATHAM COUNTY. TRANSPLANTED

AND/OR REPLACED ITEMS SHALL BE GUARANTEED BY THE CONTRACTOR FOR

ONE YEAR AFTER WORK IS COMPLETED. TRAFFIC CONTROL SIGNS AND MAIL

BOXES SHALL BE REPLACED THE DAY OF THEIR REMOVAL.

18. NO TRENCH SHALL BE OPENED MORE THAN 150 FEET AHEAD OF PIPE LAYING

AND NO MORE THAN 500 FEET OF TRENCH MAY BE OPEN AT ANY ONE TIME.

CLEANUP AND GRASSING SHALL FOLLOW A MAXIMUM OF 500 FEET BEHIND PIPE

INSTALLATION. AT THE END OF EACH WORKDAY, NO TRENCH IS TO BE LEFT

OPEN WITHOUT THE APPROVAL OF THE CITY OF SAVANNAH INSPECTOR. ALL

ACCESS AND OPERABILITY SHALL BE FULLY RESTORED.

19. CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FOR THE PROJECT

THAT SHALL BE APPROVED BY CHATHAM COUNTY MATERIAL TESTING

REPRESENTATIVE PRIOR TO USE. ALL SPOIL MATERIALS, REFUSE, AND DEBRIS

SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND LEGALLY

DISPOSED OF AT AN APPROPRIATE OFFSITE LOCATION. BURNING OF REFUSE,

DEBRIS, OR SPOIL MATERIAL AT THE PROJECT SITE IS NOT.

20. FILL AREAS UNDER PAVED AREAS SHALL BE COMPACTED TO MINIMUM 95%

STANDARD PROCTOR AND FILL AREAS UNDER NON-PAVED AREAS SHALL BE

COMPACTED TO A MINIMUM 85% STANDARD PROCTOR, UNLESS OTHERWISE

NOTED IN THE PLANS AND SPECIFICATIONS, OR DIRECTED BY THE ENGINEER.

21. OWNER'S MATERIAL TESTING FIRM TO PERFORM TESTING OF CONTRACTOR'S

WORK WHERE DIRECTED BY CHATHAM COUNTY. CONTRACTOR IS TO ALLOW

FULL ACCESS AS NEEDED BY THE MATERIALS TESTING FIRM. TESTING FIRM.

ANY FAILED TEST SHALL REQUIRE THE CONTRACTOR TO REDO THE WORK UNTIL

THE TEST IS PASSED. ADDITIONAL TESTING DUE TO A FAILED TEST SHALL BE

PERFORMED BY CONTRACTOR'S OWN MATERIALS TESTING FIRM AND AT THE

EXPENSE OF THE CONTRACTOR.

22. ALL PROJECT SITE AREAS DISTURBED BY CONTRACTOR OPERATIONS SHALL BE

STABILIZED WITH PERMANENT GRASSING UNLESS OTHERWISE NOTED.

PERMANENT GRASSING SHALL BE PER GDOT SECTION 700 UNLESS OTHERWISE

SPECIFICALLY NOTED IN THE CONTRACT DOCUMENTS OR APPROVED BY THE

OWNER. ANY AREAS OUTSIDE THE PROJECT SITE AREA THAT ARE DISTURBED

SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR.

23. THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRAVEL, PAVED, OR

CONCRETE ENTRANCES, DRIVEWAYS, AND APRONS TO PRECONSTRUCTION

CONDITIONS AND IN ACCORDANCE WITH APPLICABLE CHATHAM COUNTY AND

GDOT STANDARDS AND REQUIREMENTS. DRIVEWAYS TO BE REPLACED 10 FEET

BACK FROM THE CURB OR TO THE CLOSEST EXPANSION JOINT, UNLESS

OTHERWISE DIRECTED BY THE OWNER.

24. CONTRACTOR SHALL PROVIDE PARKING WITHIN THE CONSTRUCTION LIMITS

DETAILED AND SHALL PARK VEHICLES AND EQUIPMENT SO THAT THERE IS NO

DISRUPTION TO TRAFFIC. NO PARKING ON PRIVATE PROPERTY WILL BE

PERMITTED.

25. THE SIZE, TYPE, MATERIALS, AND LOCATIONS OF EXISTING UNDERGROUND

UTILITIES SHOWN ON THE PLANS ARE BASED THE BEST AVAILABLE

INFORMATION. SUBSURFACE UTILITY DATA SHOWN IS APPROXIMATE ONLY AND

NO GUARANTEE IS MADE THAT ALL UTILITIES AND OTHER FEATURES ARE

REPRESENTED ON THE PLANS ARE CORRECT. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO DETERMINE THE LOCATION AND SIZE OF ALL EXISTING

UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

26. IF THE CONTRACTOR ENCOUNTERS SUBSURFACE CONDITIONS DIFFERENT

FROM THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE

OWNER AND ENGINEER. NO EXISTING UTILITY SHALL BE DISTURBED WITHOUT

PROPER AUTHORITY AND THEN ONLY IN SUCH A MANNER AS PRESCRIBED AND

APPROVED BY THE OWNER OF THE EXISTING UTILITY.

27. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT

EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES

CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S

EXPENSE. EITHER THE CONTRACTOR OR UTILITY OWNER WILL PERFORM THE

REPAIR AT THE DISCRETION OF THE UTILITY OWNER. NO CLAIMS FOR DAMAGES

SHALL BE ALLOWED THE CONTRACTOR ON ACCOUNT OF ANY DELAY

OCCASIONED THEREBY.

28. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE OBTAINED AND

PERMITTED BY THE CONTRACTOR. CONSTRUCTION ENTRANCES SHALL BE

PLACED AS SHOWN ON THE PLANS AND AS NEEDED BY THE CONTRACTOR

ACCORDING TO THE STANDARD DETAILS IN THE DRAWINGS. MATERIALS SHALL

NOT BE STOCKPILED WITHIN EXISTING RIGHTS-OF-WAY.

29. ANY MATERIAL SALVAGED ON SITE BEARING THE CHATHAM COUNTY NAME

SHALL BE RETURNED TO CHATHAM COUNTY BEFORE FINAL PAYMENT WILL BE

MADE.

30. APPROVAL OF THESE PLANS BY CHATHAM COUNTY IS SUBJECT TO, AND

CONTINGENT UPON THE APPLICANT OBTAINING ANY AND ALL NECESSARY

APPROVALS FROM ANY AND ALL APPLICABLE AGENCIES INCLUDING, BUT NOT

LIMITED TO THE UNITED STATES ARMY CORPS OF ENGINEERS, THE UNITED

STATES ENVIRONMENTAL PROTECTION AGENCY, THE USDA-NRCS, GEORGIA

DEPARTMENT OF NATURAL RESOURCES, GEORGIA ENVIRONMENTAL

PROTECTION DIVISION, AND THE GEORGIA SOIL AND WATER CONSERVATION

COMMISSION.

31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY

PROVIDERS ANY ADDITIONAL SUPPORT OF EXISTING UTILITY POLES OR OTHER

ITEMS AS REQUIRED FOR TRENCH EXCAVATION. ALL COSTS OF SUCH WORK

SHALL BE PAID BY THE CONTRACTOR.

32. THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES

AND FOLLOW THE APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR

VICINITY.

33. ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE

AND REPAVED PER THE DETAILS. DECORATIVE CONCRETE SHALL BE CUT TO

THE NEAREST JOINT.

34. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR

THE INSTALLATION OF THE UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN

THE DESIGNATED EASEMENT WIDTHS. EXCAVATION WITHIN PAVED AREAS

SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED

TO PROTECT EXISTING UTILITIES.

35. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE

UTILITY ALIGNMENTS INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE

DISTURBED. EACH SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR

BETTER. VIDEO SHALL BE SUBMITTED TO OWNER AND THE ENGINEER PRIOR TO

WORK.

36. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT

ALL TIMES.

37. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING

STAKEOUT OR BENCHMARKS SHALL NOT BE RELIED UPON BY THE

CONTRACTOR.

38. CONTRACTOR SHALL NOTIFY HOME OWNERS AT LEAST 7 DAYS PRIOR TO

CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR

AREA.

39. TRENCHES SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE

END OF THE WORK DAY.

40. CONTRACTOR SHALL PATCH ALL ROADWAY PAVEMENT DISTURBANCES BY THE

END OF EACH WEEK. TEMPORARY GRAVEL PATCHES SHALL BE PROVIDED

DAILY AND MAINTAINED UNTIL PAVEMENT PATCH IS PROVIDED.

41. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND

ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.

TRAFFIC CONTROL NOTES

1. IF DRAWINGS DO NOT INDICATE SITE SPECIFIC TRAFFIC CONTROL MEASURES,

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC

CONTROL PLAN IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD), LATEST EDITION.

2. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE AND MARKINGS SHALL BE

INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING

CONSTRUCTION IN ACCORDANCE WITH THE MUTCD, LATEST EDITION.

3. CONTACT PROPERTY OWNERS TO BE AFFECTED BY CONSTRUCTION AND

COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN

ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION.

4. CONTROL DUST AS NECESSARY TO PREVENT INTERFERENCE WITH TRAFFIC.

5. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE

PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED

THROUGHOUT CONSTRUCTION.

7. COORDINATE ALL LANE CLOSURES WITH THE LOCAL JURISDICTION HAVING

AUTHORITY.

8. VEHICULAR AND PEDESTRIAN TRAFFIC ACCESS TO PUBLIC ROADWAYS,

DRIVEWAYS, FIRE HYDRANTS, VALVES, ETC. SHALL BE MAINTAINED AT ALL

TIMES FOR RESIDENTS, PROPERTY OWNERS, PEDESTRIANS, THE TRAVELING

PUBLIC, TRASH PICKUP, MAIL AND PARCEL DELIVERY SERVICES, SCHOOL

BUSES, AND EMERGENCY VEHICLES.

9. STREET INTERSECTIONS MAY NOT BE BLOCKED EXCEPT FOR HALF THE

ROADWAY AT ANY GIVEN TIME. IF IT BECOMES NECESSARY TO CLOSE A

PORTION OF THE ROAD, THE CONTRACTOR SHALL PROVIDE A TRAFFIC ROUTING

(DETOUR) PLAN AND SHALL HAVE IT APPROVED BY THE OWNER AND/OR GDOT

PRIOR TO CLOSING THE ROAD.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY

FLAGMEN, SIGNAGE, BARRICADES, LIGHTS, AND OTHER TRAFFIC CONTROL

DEVICES NECESSARY TO CONTROL THE TRAFFIC AND PROTECT THE PUBLIC.

ALL TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF

"THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS &

HIGHWAYS", CHATHAM COUNTY STANDARDS AND GDOT STANDARDS. TRAFFIC

CONTROL TO BE FURNISHED BY THE CONTRACTOR IN ACCORDANCE WITH THE

PLANS AND SPECIFICATIONS.

11, ALL TRAFFIC CONTROL SIGNS THAT ARE REMOVED OR DAMAGED MUST BE

REINSTALLED OR REPLACED. ALL SIGNS MUST BE REINSTALLED TO THE

STANDARDS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

GENERAL UTILITY NOTES

1. THE MINIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE

"STANDARD PIPE BEDDING" AS SHOWN ON THE DRAWINGS.

2. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO

EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF

PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY

A 72 HOUR ADVANCE NOTICE TO CHATHAM COUNTY.

3. PIPELINE ROUTE STATIONING IS BASED ON PROPOSED PIPE CENTERLINE.

PAYMENT FOR PIPELINE WILL BE BASED ON ACTUAL LENGTH OF PIPELINE

INSTALLED, IN ACCORDANCE WITH THE SPECIFICATIONS.

4. AT COMPLETION OF CONSTRUCTION, ALL VALVE BOXES, METERS, AND

APPURTENANCES SHALL BE SET FOR PROPER FINISH GRADE. PRECAST

STRUCTURES, MANHOLE FRAMES AND COVERS ARE TO BE SET FLUSH WITH

FINISHED GRADE UNLESS OTHERWISE INDICATED IN THE PLANS OR

SPECIFICATIONS.

5. EXISTING FIRE HYDRANTS AND METERS THAT ARE REMOVED AS PART OF THIS

PROJECT SHALL BE TURNED OVER TO THE CHATHAM COUNTY AND DELIVERED

BY THE CONTRACTOR TO A LOCATION AS DIRECTED BY THE CHATHAM COUNTY.

6. THE CONTRACTOR SHALL VERIFY THAT ALL FIRE HYDRANT ISOLATION VALVES

ARE OPEN AT THE COMPLETION OF CONSTRUCTION.

7. REMOVAL AND REPLACEMENT OF CULVERTS, STORM PIPES, CATCH BASINS,

HEADWALLS, CONCRETE FLUMES, AND OTHER STORM WATER DEVICES

REQUIRED FOR THE INSTALLATION OF THE WATERLINE AND/OR SANITARY

SEWER IS CONSIDERED INCIDENTAL TO THE INSTALLATION AND SHALL BE

CONSIDERED IN DETERMINING THE UNIT COST OF PIPE. NO SEPARATE PAYMENT

SHALL BE MADE.

8. THE CONTRACTOR MUST USE CORROSION PROTECTION (ZINC COATING AND/OR

POLYETHYLENE ENCASEMENT) IN CORROSIVE SOILS, IN SOILS WITH

ELECTRICAL CURRENT, OR IN SOILS WITHIN 10 FEET OF AN EXISTING GAS MAIN

WITH CATHODIC PROTECTION.

9. CONTRACTOR SHALL PROVIDE THE ENGINEER AS-BUILT DRAWINGS AND SHALL

BE APPROVED BY CHATHAM COUNTY PRIOR TO THE LINE BEING PUT IN

SERVICE. AS-BUILT ELEVATIONS SHALL BE ACQUIRED BY A LICENSED

SURVEYOR DURING INSTALLATION AND REFERENCED TO THE PROJECT DATUM.

ELEVATIONS SHALL ALSO BE PROVIDED FOR ALL PIPE INVERTS AT STRUCTURES

AND STRUCTURE RIM AND FLOOR ELEVATIONS. ELEVATIONS SHALL BE

PROVIDED BY A SURVEYOR LICENSED IN THE STATE OF GEORGIA.

10. PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR

C-900 PVC, SDR-26 PVC, AND PC 350 DUCTILE IRON PIPE. JOINT DEFLECTIONS

SHALL NOT EXCEED 75 PERCENT OF MANUFACTURER'S RECOMMENDED

DEFLECTION. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT

JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN.

11. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION,

DIMENSIONS, AND LAYOUT OF EXISTING PIPING TO BE CONNECTED PRIOR TO

ORDERING MATERIALS.

12. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING ISOLATED

FROM EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN PRESSURE TESTED,

FLUSHED, AND ACCEPTED BY CHATHAM COUNTY FOR SERVICE.

13. ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE MADE AT TIMES OF LOW

DEMANDS, AND COORDINATED WITH THE ENGINEER. THE CONTRACTOR SHALL

DISTRIBUTE 7-DAY NOTIFICATIONS TO ALL PROPERTIES AFFECTED AT THE

CONTRACTOR'S EXPENSE. ALL WATERLINES SHALL BE TESTED, CLEANED, AND

DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO

CONNECTING NEW SERVICES OR EXISTING MAINS.

14. IF NECESSARY, RESTRAINED PIPE JOINTS SHALL BE INSTALLED BETWEEN THE

STATIONS INDICATED ON THE DRAWINGS. IF A BEND OR FITTING IS RELOCATED

BY THE CONTRACTOR FOR HIS CONVENIENCE THEN THE REQUIRED LENGTH OF

RESTRAINED JOINTS SHALL BE MAINTAINED, AT-NO ADDITIONAL COST TO THE

OWNER. IF ADDITIONAL BENDS OR FITTINGS ARE INSTALLED BY THE

CONTRACTOR FOR HIS CONVENIENCE, THEN THE CONTRACTOR SHALL INSTALL

THE REQUIRED LENGTH OF RESTRAINING JOINTS AS DETERMINED BY THE

ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.

15. CONTRACTOR SHALL PROVIDE ADDITIONAL PIPING, VALVES, AND FITTINGS AS

NECESSARY TO KEEP EXISTING SERVICES IN OPERATION.

16. THE CONTRACTOR SHALL ABANDON EXISTING STRUCTURES AND PIPE AS

SHOWN ON THE PLANS AND PER THE SPECIFICATIONS. EXISTING SANITARY

SEWER PIPING IS TO BE ABANDONED IN PLACE AND WATERLINE PIPING IS TO BE

ABANDONED IN PLACE USING PUMPABLE FLOWABLE FILL AS SPECIFIED IN THE

TECHNICAL SPECIFICATIONS, UNLESS OTHERWISE SHOWN ON THE PLANS.

17. ALL VALVE OPERATIONS OF EXISTING CHATHAM COUNTY VALVES SHALL BE

DONE BY CHATHAM COUNTY PERSONNEL ONLY.

18. ALL METAL NON-STAINLESS STEEL SEWER PIPE AND FITTINGS 12" AND LARGER

AND SEWER LATERALS (INCLUDING FITTINGS) SHALL BE LINED WITH PROTECTO

401 CERAMIC EPOXY OR EQUAL.

19. DETECTOR TAPE AND WIRE IS REQUIRED FOR ALL BURIED PIPE.

20. ALL MANHOLE COVERS AND VALVE BOX LIDS FOR WATER SHALL READ "WATER",

ALL MANHOLE COVERS AND VALVE BOX LIDS FOR SEWER SHALL READ "SEWER".

21. POSITIVE SHORING SHALL BE UTILIZED IF EXCAVATION IS BEING PERFORMED

WITHIN THE 1 HORIZONTAL TO 1 VERTICAL SLOPE OF ANY ACTIVE TRAFFIC

BEARING ROAD. COST FOR SHORING SHALL BE CONSIDERED INCIDENTAL TO

THE PIPELINE INSTALLATION.

22. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT JOINTS AS

NECESSARY TO ACCOMMODATE THE STANDARD BENDS SHOWN.

23. A MECHANICAL JOINT PLUG OR CAP, OR ACCEPTED EQUIVALENT WILL BE USED

TO FORM A WATERTIGHT SEAL AT BOTH ENDS OF THE LINE BEING LAID, IF

INSTALLATION IS NOT IN PROGRESS.

24. SEWER SERVICE ABANDONMENT - ABANDONMENT OF SANITARY SEWER

SERVICE LINES SHALL CONSIST OF EXCAVATING DOWN TO THE SERVICE

CONNECTION TO THE MAIN, CUTTING THIS CONNECTION AND INSTALLING A

WATERTIGHT PLUG IN THE MAIN. THE SERVICE LINE AND ALL CLEANOUT RISERS

ON THE SERVICE LINE SHALL BE REMOVED. ANY EXCAVATION AS PART OF

ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER CHATHAM COUNTY

STANDARDS.

25. WATER SERVICE ABANDONMENT - ABANDONMENT OF WATER SERVICES SHALL

INCLUDE EXCAVATING DOWN TO CORPORATION STOP, TURNING IT OFF AND

CUTTING SERVICE LINE FREE FROM CORPORATION STOP. THE METER, IF

PRESENT, SHALL BE RETURNED TO CHATHAM COUNTY. PRIOR TO ANY CREDIT

OR REFUND BEING PROCESSED THE METER MUST BE RETURNED TO CHATHAM

COUNTY AND THE METER NUMBER VERIFIED AND CODED PROPERLY AS

RETURNED. ANY EXCAVATION AS PART OF ABANDONING UTILITIES WILL

REQUIRE BACKFILLING PER CHATHAM COUNTY STANDARDS.

CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

N/F: COBBLESTONE AC, LLC

PIN: 21026 01002

PRB 32P PG 81

420 BUSH RD

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

434 BUSH RD

N/F: HERSCHEL E WISE, SR.

JULIA DEBRA WISE

PIN: 11026 01024

DB 1785 PG 0706

PRB 42S PG 101

420 BUSH RD

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

109 SCOTT STELL RD

N/F: JOHN R JR. & RHONDA B MOSS

PIN: 11026 02006E

131 SCOTT STELL RD

N/F: JOHN R JR. & RHONDA B MOSS

PIN: 11026 02006B

171 SCOTT STELL RD

N/F: NONA D JENKINS

PIN: 11026 02043

DB 225X PG 0572

PRB 25S PG 25

171 SCOTT STELL RD

N/F: GEORGE S JENKINS, JR.

PIN: 11026 02006D

BUSH RD

N/F: GEORGE FAWCETT, JR.

AUSTIN M FAWCETT

ALEXANDER ROBERT FAWCETT, JR.

PIN: 11026 02007

DB 2676 PG 0602

PRB 13P PG 19A

TT STELL R

OGEECHEE CANAL & BUSH ROAD

L. SCOTT STELL PARK

888 LF PROPOSED 1.25''

HDPE SDR 11 FORCE MAIN

PROPOSED 8'' PVC

GRAVITY SEWER

PROPOSED CENTRALIZED

LIFT STATION

STUB OUT FOR

FUTURE EXT

PROPOSED E-ONE

LIFT STATION D

PROPOSED 1.5'' HDPE SDR

11 OFF-SITE FORCE MAIN

CONNECT TO EXISTING

GRAVITY SEWER

SEE SHEET 5

SEE SHEET 10

SEE SHEET 11SEE SHEET 12

SEE SHEET 13

1218 BRADLEY DR

156 SCOTT STELL RD

1319 LITTLE NECK RD

144 SCOTT STELL ROAD

109 BEAULIEU BND

112 SCOTT STELL RD

420 BUSH RD

332 BUSH ROAD

460 LF PROPOSED 1.25''

HDPE SDR 11 FORCE MAIN 855 LF PROPOSED 1.25''

HDPE SDR 11 FORCE MAIN

SEE SHEET 14 SEE SHEET 15

SEE SH

EET 15

12"W

8"PVC SS

CONNECT TO EXISTING

WATER MAIN

SEE SHEET 16

580 LF PROPOSED 1.25''

HDPE SDR 11 FORCE MAIN

PROPOSED E-ONE LIFT STATION

C FOR PROPOSED RESTROOM

PROPOSED 1'' HDPE

SDR 11 WATER MAIN

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\4 OVERALL LAYOUT.dwg 4 OVERALL LAYOUT Feb 13, 2025 10:15am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED OVERALL LAYOUT

PLAN AND PROFILE 4

CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

Sd 1-

Sd1-S

Sd2-F

2+00 3+003+06

ICV(3)

BOLBOL

BOL

ICV

PUMP

ICV

WVWV

ICV(2)

U C

ASPHALT

24"R C

TOP:16.76

IE(N):12.09

IE(S):11.77

CONC. SIGN

TOP:15.87

THT:14.96

R C

18"RCP

TOP:14.63

IE(E):11.09

CURB & GUTTER

GATE8'CLF

8' C

ICV(2)

TOP:15.75

THT:14.84

IE(N):11.26

IE(S):11.12

PAVERS

CONCRETE SIDEWALKCONCRETE SIDEWALK

C O

N C

E S

ASPH

ALT

SHED

KTA

KEYPAD

BFP

RDRD

RD RD

OFFICE

GARAGE

-T O

U E

PROPOSED SSMH3

COUNTY MAINTAINED

STA: 1+75

RIM: 17.10

N:743686.73 E:928688.63

INV IN: 13.10

INV IN: 11.50

INV OUT: 11.50

PROPOSED SSMH4

COUNTY MAINTAINED

STA: 10+49

RIM: 16.39

N:743645.53 E:928715.84

INV OUT: 11.75

PROPOSED EONE LIFT STATION A

MODEL DH152-93, COUNTY MAINTAINED

STA: 0+00

RIM: 15.75

N:743839.00 E:928602.44

INV IN: 10.63

PROPOSED SSMH2

COUNTY MAINTAINED

STA: 3+06

RIM: 17.42

N:743768.03 E:928791.99

INV OUT: 13.76

5' MIN

PROPOSED SSMH3

STA 10+00

RIM=17.10

DEPTH=5.6

INV IN (8" NE)=13.10

INV IN (8" SE)=11.50

INV OUT (8" NW)=11.50

PROPOSED SSMH4

STA 10+49

RIM=16.39

DEPTH=4.6

INV OUT (8" NW)=11.75

49 LF OF 8" PVC SDR18 C900 @ 0.50%

3' COVER

MIN

EX UNKN SIZE WATER LINE

ELEV. UNKN

SIZE UNKN

EXISTING UNDRGD

POWER

ELEV. UNKN

EXISTING GRADE ALONG

PROPOSED GRAVITY

SEWER

PROPOSED SSMH3

STA 1+75

RIM=17.10

DEPTH=5.6

INV IN (8" NE)=13.10

INV IN (8" SE)=11.50

INV OUT (8" NW)=11.50

131 LF OF 8" PVC SDR18 C900 @ 0.50%

3' COVER

MIN

EXISTING 15" RCP

APPROX. INV: 11.41

PROPOSED EONE LIFT STATION A

MODEL DH152

STA 0+00

RIM=15.75

DEPTH=6.1

INV IN (8" SE)=10.63

PROPOSED SSMH2

STA 3+06

RIM=17.42

DEPTH=3.7

INV OUT (8" SW)=13.76

175 LF OF 8" PVC SDR18 C900 @ 0.50%

6'' MIN,

TYP

EXISTING GRADE ALONG

PROPOSED GRAVITY

SEWER

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\5 CHATHAM SANITARY SWER PLAN AND PROFILE.dwg 5 GRAVITY SEWER PLAN AND PROFILE Feb 13, 2025 10:15am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

E N G I N E E

IST ERED GRAVITY SEWER PLAN AND

PROFILE 5

PROFILE

1"=20' HOR.

1"=4' VER.

PROPOSED 8'' PVC SDR 18,

C-900 GRAVITY SEWER

COUNTY MAINTAINED

PROFILE

1"=20' HOR.

1"=4' VER.

PROPOSED 1.5'' HDPE SDR11

OFFSITE FORCE MAIN

COUNTY MAINTAINED

PROPOSED 1.25'' HDPE

ONSITE FORCE MAIN

SEE SHEET 14

PROPOSED 1.25''HDPE

ONSITE FORCE MAIN

SEE SHEET 15

PROPOSED 1'' WATER MAIN

SEE SHEET 6

CONTRACTOR TO REMOVE AND

REPLACE 8-FT CHAIN LINK FENCE AS

NEEDED FOR SEWER INSTALLATION

CONTRACTOR TO

REMOVE AND REPLACE

SIDEWALK IN-KIND

REPAIR GRAVEL PARKING

LOT AS NEEDED

CONTRACTOR TO

REMOVE AND REPLACE

ASPHALT PAVING IN-KIND

EROSION CONTROL NOTES:

5.1. ALL ONSITE SEDIMENT STORAGE WILL

BE PROVIDED VIA SILT FENCE (SD1-S)

ALONG PROPOSED ALIGNMENT

5.2. ALL ONSITE DISTURBED AREA IS TO BE

STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION

CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

EDGE OF ASPHALT

R I

C O

W V

24"R C

18"RCP

N/F: GEORGE S JENKINS, JR.

PIN: 11026 02006D

C O

N C

. SIG

12"PVC

18" R C

P 8'C

TPTP

SIDEWALK

ASPHALT

TANK

30"R C

CMF

W V

BFP

R D

FFIC

LEAN-TO

SCOTT STELL ROAD

(R/W VARIES)

U E

BENCH MARK:

MAG NAIL IN ASPHALT

ELEVATION: 15.90'

NAVD 88

NORTH: 744032.32'

EAST: 928661.72'

U E

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

21+00

22+00

23+00

24+00

25+00

PROPOSED EONE LIFT STATION A

MODEL DH152-93

COUNTY MAINTAINED

STA: 20+00

RIM: 15.75

INV IN: 10.63

PROPOSED 1.5'' 45° BEND

STA: 20+86.46

N:743893.55 E:928669.51

PROPOSED 1.5'' 45° BEND

STA: 21+83.46

N:743990.08 E:928678.87

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

5' MIN, TYP

PROPOSED 3/4'' GATE VALVE

N: 743701.6 E: 928620.6

40' FREE BORE

28' FREE BORE

CONNECT TO EXISTING

ON-SITE WATER MAIN SYSTEM

5' MIN, TYP

IE:10.70

IE:10.57

IE:10.77

IE:10.64

IE:10.49

TOP:16.76

IE(N):12.09

IE(S):11.77

IE:9.84

TOP:14.63

IE(E):11.09

R I

IE:9.61

33' FREE BORE

23' FREE BOREAPPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

APPROX. DITCH CENTERLINE

6.5'

PROPOSED 3/4'' HDPE

ON-SITE WATER LINE

MANUAL AIR

RELEASE VALVE

SEE DETAIL 1/19

PROPOSED ARV

SEE DETAIL 1/S19

STA: 23+53.64

N: 744090.1 E: 928541.3

Sd1-S

PROPOSED EONE LIFT STATION A

MODEL DH152

STA 20+00

RIM=15.75

DEPTH=6.1

INV IN (8" SE)=10.63

EXISTING UNDRGD

ELECTRICAL

ELEV. UNKN

EXISTING 24" RCP

APPROX. INV: 10.46

EXISTING UNDRGD

TELECOM

ELEV. UNKN

COVER

MIN

PROPOSED 1.5'' 45° BEND

STA 20+86.46

ELEV: 9.4'

PROPOSED 1.5'' 45° BEND

STA 21+83.46

ELEV: 8.6'

18'' MIN,

TYP

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

EXISTING UNKN SIZE

UNDRGD ELECATRICAL

ELEV. UNKN

EXISTING UNKN SIZE

UNDRGD ELECTRICAL

ELEV. UNKN

EXISTING UNKN SIZE

UNDRGD ELECATRICAL

APPROX. INV: 12.56

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

12'' MIN

PROPOSED ARV

STA 23+53.64

N: 744090.0764 E: 928541.3149

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\6 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 6 FORCE MAIN PLAN AND PROFILE STA 20+00 TO STA 25+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

E N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 20+00 TO STA

25+50

PROFILE

1"=20' HOR.

1"=4' VER.

NOTES:

6.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

M A

EROSION CONTROL NOTES:

6.1. ALL ONSITE SEDIMENT STORAGE WILL

BE PROVIDED VIA SILT FENCE (SD1-S)

ALONG PROPOSED ALIGNMENT

6.2. ALL ONSITE DISTURBED AREA IS TO BE

STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

UCUC

24"RCP

18"RCP

N/F: NONA D JENKINS

PIN: 11026 02043

DB 225X PG 0572

PRB 25S PG 25

4'CLF

60' PR

IVATE AC

ESS &

TILITY EASEM

BENCH MARK:

MAG NAIL IN ASPHALT

ELEVATION: 15.51'

NAVD 88

NORTH: 744375.11'

EAST: 928187.46'

SCOTT STELL ROAD

(R/W VARIES)

26+00 27+00

28+00

29+00

30+00

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

5' MIN, TYP

24' FREE BORE

20' FREE BORE

IE:10.97 IE:11.17

IE:11.21

IE:11.42

20' FREE BORE

21' FREE BORE

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

APPROX. DITCH CENTERLINE

2.7'

CONTRACTOR TO AVOID

DISTURBANCE TO EXISTING MAILBOX

PROPOSED 1.5'' GATE VALVE

STA: 28+75.03

N: 744421.1 E: 928142.9

PROPOSED 1'' GATE VALVE

STA: 28+74.39

N: 744415.4 E: 928137.2

Sd1-S

EXISTING UNKN SIZE

UNDRGD COND

ELEV. UNKN

COVER

MIN

18'' MIN,

TYP

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1.5'' GATE VALVE

STA 28+75.03

ELEV: 9.9'

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

REFER TO PLAN VIEW. EXISTING

CONDUIT ONLY CONFLICTS WITH

PROPOSED FORCE MAIN AND

DOES NOT CONFLICT WITH

PROPOSED WATER MAIN

PROPOSED 1'' GATE VALVE

STA 28+74.39

ELEV: 11.9'

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\6 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 7 FORCE MAIN PLAN AND PROFILE STA 25+50 TO STA 30+00 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

E N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 25+50 TO STA

30+00

PROFILE

1"=20' HOR.

1"=4' VER.

M A

NOTES:

7.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

EROSION CONTROL NOTES:

7.1. ALL ONSITE SEDIMENT STORAGE WILL

BE PROVIDED VIA SILT FENCE (SD1-S)

ALONG PROPOSED ALIGNMENT

7.2. ALL ONSITE DISTURBED AREA IS TO BE

STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

UCUCUCUCUC

18"RCP 18"RCP

N/F: JOHN R JR. & RHONDA B MOSS

PIN: 11026 02006B

PP PP

3X3"CMF

5/8"IRF

SCOTT STELL ROAD

(R/W VARIES)

N/F: JOHN R JR. & RHONDA B MOSS

PIN: 11026 02006E

30+00 31+00 32+00 33+00 34+00 35+00

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

5' MIN, TYP

34' FREE BORE29' FREE BORE

IE:12.22IE:11.62 IE:11.92

IE:12.13

22' FREE BORE 27' FREE BORE

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

APPROX. DITCH CENTERLINE

CONTRACTOR TO AVOID

DISTURBANCE TO EXISTING MAILBOX

Sd1-S

COVER

MIN

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\6 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 8 FORCE MAIN PLAN AND PROFILE STA 30+00 TO STA 35+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

E N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 30+00 TO STA

35+50

PROFILE

1"=20' HOR.

1"=4' VER.

M A

NOTES:

8.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

EROSION CONTROL NOTES:

8.1. ALL ONSITE SEDIMENT STORAGE WILL

BE PROVIDED VIA SILT FENCE (SD1-S)

ALONG PROPOSED ALIGNMENT

8.2. ALL ONSITE DISTURBED AREA IS TO BE

STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

24" RCP

N/F: HERSCHEL E WISE, SR.

JULIA DEBRA WISE

PIN: 11026 01024

DB 1785 PG 0706

PRB 42S PG 101

PP PP

GW3X3"CMF

1/2"IRF

SCOTT STELL ROAD

(R/W VARIES)

O G

C A

N A

B U

O A

D (R

/W V

A R

N/F: JOHN R JR. & RHONDA B MOSS

PIN: 11026 02006E

36+00 37+00 38+00

PROPOSED 1.5'' 45° BEND

STA: 38+08.84

N:745126.05 E:927530.57

PROPOSED 1.5'' 45° BEND

STA: 38+21.60

N:745126.82 E:927517.83

PROPOSED 1'' 45° BEND

N:745121.28 E:927519.07

PROPOSED 1'' 45° BEND

N:745120.22 E:927527.16

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY PROPOSED 1.5'' GATE VALVE

STA: 38+66.48

N: 745097.0 E: 927484.3

5' MIN, TYP

10'

95'

INSTALL TYPICAL

FLUSHING CONNECTION

SEE SHEET 19

IE:11.75

IE:12.39

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

APPROX. DITCH CENTERLINE

PROPOSED 1'' GATE VALVE

STA: 38+66.67

N: 745093.1 E: 927487.5

PROPOSED 1'' TEE WITH

1'' GATE VALVE AND STUB

STA: 38+79.26

N:745084.76 E:927478.08

Sd1-S

EXISTING UNKN SIZE

UNDRGD COND

ELEV. UNKN

COVER

MIN

PROPOSED 1.5'' 45° BEND

STA 38+08.84

ELEV: 8.1'

PROPOSED 1.5'' 45° BEND

STA 38+21.60

ELEV: 7.8'

PROPOSED 1.5'' GATE VALVE

STA 38+66.48

ELEV: 8.0'

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

PROPOSED 1'' GATE VALVE

STA 38+66.67

ELEV: 10.0'

PROPOSED 1'' 45° BEND

STA 38+24.36

ELEV: 9.8'

PROPOSED 1'' 45° BEND

STA 38+11.89

ELEV: 10.0' PROPOSED 1'' TEE

STA 38+79.26

ELEV: 10.0'

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\6 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 9 FORCE MAIN PLAN AND PROFILE STA 35+50 TO STA 39+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

E N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 35+50 TO STA

39+50

PROFILE

1"=20' HOR.

1"=4' VER.

MATCH LINE STA 39+50

SEE SHEET 10

M A

NOTES:

9.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

EROSION CONTROL NOTES:

9.1. ALL ONSITE SEDIMENT STORAGE WILL

BE PROVIDED VIA SILT FENCE (SD1-S)

ALONG PROPOSED ALIGNMENT

9.2. ALL ONSITE DISTURBED AREA IS TO BE

STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

40+00 41+00 42+00 43+00 44+00

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

OGEECHEE CANAL & BUSH ROAD

(R/W VARIES)

5' MIN, TYP 10'

100'

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

APPROX. DITCH CENTERLINE

22.5'

PROPOSED ARV

SEE DETAIL 1/S19

STA: 40+23.57

N: 744988.7 E: 927370.3

PROPOSED ARV

SEE DETAIL 1/S19

STA: 40+17.25

N: 744996.7 E: 927371.7

Sd1-S

COVER

MIN

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

PROPOSED ARV

STA 40+17.25

N: 744996.6846 E: 927371.7447

PROPOSED ARV

STA 40+23.57

N: 744988.7459 E: 927370.3454

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\7 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 10 FORCE MAIN PLAN AND PROFILE STA 39+50 TO STA 44+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 39+50 TO STA

44+50

PROFILE

1"=20' HOR.

1"=4' VER.

M A

NOTES:

10.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

EROSION CONTROL NOTES:

10.1. ALL ONSITE SEDIMENT STORAGE

WILL BE PROVIDED VIA SILT FENCE

(SD1-S) ALONG PROPOSED

ALIGNMENT

10.2. ALL ONSITE DISTURBED AREA IS TO

BE STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

45+00 46+00 47+00 48+00 49+00

N/F: GEORGE FAWCETT, JR.

AUSTIN M FAWCETT

ALEXANDER ROBERT FAWCETT, JR.

PIN: 11026 02007

DB 2676 PG 0602

PRB 13P PG 19A

1"IPF

OGEECHEE CANAL & BUSH ROAD

(R/W VARIES)

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

PROPOSED 1.5'' GATE VALVE

STA: 48+05.89

N: 744472.2 E: 926782.8

PROPOSED 1'' GATE VALVE

STA: 39+56.49

N: 744467.3 E: 926784.9

5' MIN, TYP

10'

103'

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

29'

Sd1-S

COVER

MIN

PROPOSED 1.5'' GATE VALVE

STA 48+05.89

ELEV: 8.8'

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

PROPOSED 1'' GATE VALVE

STA 48+07.54

ELEV: 10.4'

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\7 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 11 FORCE MAIN PLAN AND PROFILE STA 44+50 TO STA 49+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED FORCE MAIN PLAN AND

PROFILE STA 44+50 TO STA

49+50

PROFILE

1"=20' HOR.

1"=4' VER.

M A

NOTES:

11.1. CONTRACTOR SHALL MAINTAIN 5' OF

HORIZONTAL CLEARANCE AND 18'' OF

VERTICAL CLEARANCE BETWEEN

PROPOSED UTILITIES AR ALL TIMES.

EROSION CONTROL NOTES:

11.1. ALL ONSITE SEDIMENT STORAGE

WILL BE PROVIDED VIA SILT FENCE

(SD1-S) ALONG PROPOSED

ALIGNMENT

11.2. ALL ONSITE DISTURBED AREA IS TO

BE STABILIZED AFTER WORK IS

COMPLETED VIA DS1/DS2 AND DS3.

ALL WORK AREAS TO BE FULLY

STABILIZED PRIOR TO SITE

DEMOBILIZATION CITY OF SAVANNAH

DEVELOPMENT

SERVICES

SITE PLAN

50+00 51+00 52+00 53+00 54+00 55+00

N/F: GEORGE FAWCETT, JR.

AUSTIN M FAWCETT

ALEXANDER ROBERT FAWCETT, JR.

PIN: 11026 02007

DB 2676 PG 0602

PRB 13P PG 19A

APPROXIMATE LOCATIONOF FLOOD LINE

1"IPF

BENCH MARK:

IRON PIN SET

ELEVATION: 15.82'

NAVD 88

NORTH: 744149.83'

EAST: 926382.67'

OGEECHEE CANAL & BUSH ROAD

(R/W VARIES)

N/F: SPIER PROPERTY, LLC

PIN: 11026 01002C

DB 2732 PG 0589

5' MIN, TYP10'

107'

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN TO BE

MAINTAINED BY THE COUNTY

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN TO BE

MAINTAINED BY THE COUNTY

APPROX. LOCATION OF

EXISTING TREE LINE

EXISTING

UNDERGROUND

CONDUIT

30'

Sd1-S

COVER

MIN

EXISTING GRADE

ALONG PROPOSED

FORCE MAIN

PROPOSED 1.5'' HDPE SDR11

OFF-SITE FORCE MAIN

PROPOSED 1'' HDPE SDR11

OFF-SITE WATER MAIN

COVER

MIN

18'' MIN

SHEET NUMBER

No. REVISIONS DATE BY

DATE

CHECKED BY

DRAWN BY

KHA PROJECT

PREPARED BY PREPARED FOR PROJECT TITLE

GSWCC NO. (LEVEL II)

Drawing name: K:\atl_water\018960 - chatham county\018960011 - lss park utility design\03 design phase\01 design\03 CAD\01 plan sheets\7 CHATHAM FORCE MAIN PLAN AND PROFILE.dwg 12 FORCE MAIN PLAN AND PROFILE STA 49+50 TO STA 54+50 Feb 13, 2025 10:16am by: susan.wang

3930 EAST JONES BRIDGE ROAD, SUITE 350

PEACHTREE CORNERS, GEORGIA 30092

PHONE (770) 825-0744

WWW.KIMLEY-HORN.COM OF 22

L. SCOTT STELL PARK

UTILITY SYSTEM

IMPROVEMENTS

CHATHAM COUNTY

124 BULL ST, SUITE 430

SAVANNAH,GA 31412-8161

PHONE: (770)-781-2020

SEAL

0000072899

018960011

HLP

BMD

FEBRUARY 2025 G

E O R G I A

N G I N E E

IST ERED FORCE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 24, 2025.