Attachment 1 - Drawings for Repait Dry Well Lift Stations.pdf

PDF 40 MB Posted May 10, 2023

Attached to: Repair Various Dry Well Lift Stations 709, 1389, & 730
Solicitation number: FA441823R0020
Issued by: Department of the Air Force Air Mobility Command

View the file

Other files

File	Type	Posted
Award Synopsis- A-Plus KK.pdf	PDF	Jul 3, 2023
Attachment 9 - Updated Specification Section 33 32 16.pdf	PDF	Jun 5, 2023
Attachment 8 - Question from contractors for Lift Station Repairs and Answers 060223.pdf	PDF	Jun 2, 2023
Attachment 8 - Question from contractors for Lift Station Repairs and Answers 053023.pdf	PDF	May 31, 2023
Solicitation Amendment FA441823R00200003 SF 30.pdf	PDF	May 31, 2023
Attachment 7 - Combined 100 Percent Design Narrative.pdf	PDF	May 31, 2023
Attchment 2 - 100 Percent Combined Design Specifications.pdf	PDF	May 25, 2023
Attachment 5 - Submittal Register.pdf	PDF	May 25, 2023
Solicitation Amendment FA441823R00200002 SF 30.pdf	PDF	May 25, 2023
Attachment 1 - Combined 100 Percent Design Drawings.pdf	PDF	May 25, 2023
Attchment 2 - 100 Percent Combined Design Specifications.pdf	PDF	May 25, 2023
SITE VISIT SIGN-IN SHEET for 20230522 Dry Well Lift Station.pdf	PDF	May 22, 2023
FA4418-23-R-0020 Solicitation Amendment 1.pdf	PDF	May 17, 2023
Attachment 3 - Total Performance Time Repair Lift Stations.pdf	PDF	May 10, 2023
Attachment 2 - 95 Percent Design Specifications for Repair Various Dry Well Lift Stations.pdf	PDF	May 10, 2023
Attachment 6 - WD Berkeley County 20230222.pdf	PDF	May 10, 2023
Attachment 5 - Attachment 5 - Form 4288-R Submittal Register.pdf	PDF	May 10, 2023
Attachment 4 - Green Procurement Repair Lift Stations.pdf	PDF	May 10, 2023
Solicitation - FA441823R0020.pdf	PDF	May 10, 2023

Show all 19

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LIFT STATION 709

LIFT STATION 730

LIFT STATION 1389

LIFT STATION 310

(DESIGN NOT PART OF THIS PROJECT)

LIFT STATION 66

(DESIGN NOT PART OF THIS PROJECT)

JBC VISITOR CONTROL

CENTER-WEAPONS

STATION

RED BANK RD.

B C

S T.

FLETC

ST.

N A

KEY ST.

PULASKI ST.

FLORIKAN ST.

POMFL

ANT A

CCESS R

RDINANCE AVE

TIMBERLAND WAY

C H

RED BANK RD.

R K

R D

W OLD TOM RD

W O

LD TO

SNOW POINTE RD

BAN

K R

ORDINANCE AVE

RPEDO R

RED BANK RD

G U

N N

S D

SLACK REACH

POMFLANT ACCESS RD

D O

M R

R Y

O W

N J

R B

COOPER RIVER

BACK RIVER

NUCLEAR POWER

TRAINING UNIT

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

T I

SOUTH CAROLINA

REPAIR VARIOUS DRY

WELL LIFT STATIONS

CONTRACT NO.: FA4418-22-D-0007

TASK ORDER NO.: FA4418-22-F-0099

ISSUE DATE: APRIL 2023

6302 FAIRVIEW ROAD #600

CHARLOTTE, NC 28210

E-MAIL: ZAPATA@ZAPATAINC.COM

PHONE: (704) 358-8240

FAX: (704) 358-8342

WEB SITE: WWW.ZAPATAINC.COM

TRUST INTEGRITY QUALITY

VICINITY MAP

CHARLESTON AFB - JBC 2021 IDIQ

PROJECT NO.: DKGV 1083977

DRAWING INDEX

SHEET

NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 CIVIL NOTES AND LEGEND

VF101 EXISTING CONDITIONS - LIFT STATION 709

VF102 EXISTING CONDITIONS - LIFT STATION 730

VF103 EXISTING CONDITIONS - LIFT STATION 1389

CD101 DEMOLITION AND EROSION CONTROL PLAN - LIFT STATION 709

CD102 DEMOLITION AND EROSION CONTROL PLAN - LIFT STATION 730

CD103 DEMOLITION AND EROSION CONTROL PLAN - LIFT STATION 1389

CS101 SITE PLAN - LIFT STATION 709

CS102 SITE PLAN - LIFT STATION 730

CS103 SITE PLAN - LIFT STATION 1389

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

S-001 STRUCTURAL NOTES

S-101 STRUCTURAL PLANS

S-301 STRUCTURAL ELEVATIONS

S-501 STRUCTURAL DETAILS

E-001 ELECTRICAL GENERAL NOTES, SYMBOLS LEGEND, AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN - LIFT STATION 709

ES102 ELECTRICAL SITE PLAN - LIFT STATION 730

ES103 ELECTRICAL SITE PLAN - LIFT STATION 1389

ES501 ELECTRICAL - SITE DETAILS - LIFT STATION 709

ES601 ELECTRICAL - PANELBOARD SCHEDULES

ES701 ELECTRICAL RISER DIAGRAM

D .P

D D

.P U

G-001

C O

S H

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text ZAPATA GROUP, INC. No. C01427

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

D .P

D D

.P U

G-002

D L

GENERAL NOTES STANDARD SYMBOLS

CONCRETE PAVEMENT

ASPHALT PAVEMENT

GRAVEL

BUILDING DEMOLITION

LINEAR DEMOLITION

LIMITS OF DISTURBANCE

PROJECT LIMITS

MAJOR CONTOURS

MINOR CONTOURS

SPOT ELEVATION

CHAIN LINK FENCE

WATERLINE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

STORM LINE

SILT FENCE

TREE PROTECTION

FORCE MAIN

STORM WATER DITCH

VALVE

SANITARY SEWER MANHOLE

CLEANOUT

STORM DRAIN MANHOLE

DROP INLET/YARD DRAIN

POWER/LIGHT POLE

FIRE HYDRANT

TREELINE

BACKFLOW PREVENTER

WATER METER

BOLLARD

PROPOSED

100.00

EXISTING

100.00

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.

CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS,

LOCAL REQUIREMENTS AND GOVERNMENT REQUIREMENTS.

2. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH

IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) AND SHALL BE

STABILIZED WITH PERMANENT SEEDING UNLESS OTHERWISE NOTED.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO

THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SOON AS

PRACTICABLE.

4. IN THE EVENT THAT SUSPECTED CONTAMINATED SOILS ARE ENCOUNTERED

DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,

OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE

VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE

MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE

APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

5. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE

SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE

ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE OF DEBRIS IN

ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS,

ORDINANCES, AND STATUTES.

6. ALL PAVEMENT, DITCHES, CURB AND GUTTER, UTILITIES, DRIVEWAYS,

SIDEWALKS, SIGNS, FENCES, ETC. DISTURBED DURING CONSTRUCTION SHALL BE

REPAIRED AND/OR RESTORED TO THE SATISFACTION OF THE GOVERNMENT.

7. EXCESS EXCAVATION MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE BY

THE CONTRACTOR OR IN ON SITE AREAS APPROVED BY THE GOVERNMENT. NO

SPOILS SHALL BE STORED ON SITE BEYOND SUBSTANTIAL COMPLETION.

8. DEWATERING SHALL BE THE CONTRACTOR'S RESPONSIBILITY, INCLUDING, BUT

NOT LIMITED TO, UTILITY TRENCHING.

9. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF

DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.

CONTRACTOR IS TO OBTAIN ALL PERMITS SUCH AS

BERKELEY-CHARLESTON-DORCHESTER COUNCIL OF GOVERNMENTS 208

CONFORMANCE CERTIFICATION, SCDHEC NOTIFICATION FORM - D-0451, AND

SCDHEC CONSTRUCTION PERMIT FOR WATER/WASTEWATER FACILITIES-D-1970.

10. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR

RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER,

TELEPHONE, WATER, SEWER, ETC.

11. EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE

CONTRACTOR SHALL BE IN ACCORDANCE WITH ALL FEDERAL AND STATE AIR

EMISSION AND PERFORMANCE LAWS AND STANDARDS.

12. SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND

GUTTER BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.

13. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION

PER WORK AREA SOUTH CAROLINA WORK ZONE TRAFFIC CONTROL GUIDELINES.

14. BURNING WILL NOT BE ALLOWED ON THE PROJECT SITE UNLESS AUTHORIZED IN

WRITING BY THE CONTRACTING OFFICER. THE SPECIFIC TIME, LOCATION AND

MANNER OF BURNING SHALL BE SUBJECT TO APPROVAL.

15. TEMPORARY CHAIN LINK FENCING SHALL BE PROVIDED AROUND THE PERIMETER

OF THE PROJECT LIMITS UNTIL THE PERMANENT FENCE HAS BEEN

CONSTRUCTED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE

SAFETY AND PREVENTING UNALLOWED PEDESTRIAN ENTRANCE AS THE SITE(S)

ARE IN CLOSE PROXIMITY TO NEARBY NEIGHBORHOODS.

16. SOLID WASTES (EXCLUDING CLEARING DEBRIS) SHALL BE PLACED IN

CONTAINERS WHICH ARE EMPTIED ON A REGULAR SCHEDULE. HANDLING,

STORAGE, AND DISPOSAL SHALL BE CONDUCTED TO PREVENT CONTAMINATION.

SEGREGATION MEASURES SHALL BE EMPLOYED SO THAT NO HAZARDOUS OR

TOXIC WASTE WILL BECOME CO-MINGLED WITH SOLID WASTE. THE

CONTRACTOR SHALL TRANSPORT SOLID WASTE OFF GOVERNMENT PROPERTY

AND DISPOSE OF IT IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL

REQUIREMENTS FOR SOLID WASTE DISPOSAL. A SUBTITLE D RCRA PERMITTED

LANDFILL SHALL BE THE MINIMUM ACCEPTABLE OFF-SITE SOLID WASTE DISPOSAL

OPTION. THE CONTRACTOR SHALL VERIFY THAT THE SELECTED TRANSPORTERS

AND DISPOSAL FACILITIES HAVE THE NECESSARY PERMITS AND LICENSES TO

OPERATE. THE CONTRACTOR SHALL COMPLY WITH FEDERAL, STATE AND LOCAL

LAWS AND REGULATIONS PERTAINING TO THE USE OF LANDFILL AREAS.

17. THE CONTRACTOR SHALL MONITOR CONSTRUCTION ACTIVITIES TO PREVENT

POLLUTION OF SURFACE AND GROUND WATERS AND SHALL COMPLY WITH THE

CLEAN WATER ACT SECTION 404 REGULATIONS.

18. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.

19. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH

SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.

LAYOUT AND MATERIALS NOTES

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL,

AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. SEE SITE DRAWINGS FOR LAYOUT OF SITE FEATURES INCLUDING SIDEWALKS,

BOLLARDS, ETC.

3. PROPOSED SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC

REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL

DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL

REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE,

SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR

LAYOUT OF THE PROJECT FEATURES.

EXISTING CONDITIONS NOTES

1. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL

ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY:

EMC ENGINEERING SERVICES, INC.

JAMES D. LANGFORD, JR PLLS # 19396

S.C. COA # 000723

4424 COLUMBIA ROAD

SUITE B

MARTINEZ, GEORGIA 30907

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN

ARE BASED ON FIELD OBSERVATION DESIGNATIONS AND INFORMATION OF

RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT

WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE

SHOWN ON THIS PLAN.

3. ELEVATIONS HEREON ARE IN FEET: 100.00'

4. HORIZONTAL CONTROL: THE HORIZONTAL CONTROL POSITIONS FOR THIS

PROJECT ARE DETERMINED BY GPS OBSERVATIONS UTILIZING A CHAMPION PRO

GPS RECEIVER ON THE SC REALTIME VRS NETWORK.

5. VERTICAL CONTROL: THE ELEVATIONS ARE BASED UPON UPON NAVD88. THE

INTERNATIONAL FOOT IS THE MEASUREMENT DEPICTED. LEVEL CONTROL LOOP

MEETS OR EXCEEDS THIRD ORDER VERTICAL ACCURACY.

6. THE LOCATION OF UNDERGROUND UTILITIES IS BASED UPON THE FIELD SURVEYS

OF ABOVE GROUND FEATURES ESTABLISHED TO S.U.E. QUALITY LEVEL C

STANDARDS. THE SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND

STRUCTURES SUCH AS UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON,

EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT

WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION INDICATED, IF MARKED BY OTHERS. NO EXCAVATIONS WERE MADE

DURING THIS SURVEY TO LOCATE ANY BURIED UTILITIES OR STRUCTURES.

UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE

BASED ON ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS,

AND BASE UTILITY PLANS.

7. LOCATION OF UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY

CONTACTING THE SC ONE CALL CENTER AT 1-800-721-7877 OR THE BASE UTILITY

LOCATOR SERVICE.

8. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING:

A. 100-YEAR FLOOD LIMITS; B. UNDERGROUND STORAGE FACILITIES; C. GRAVES,

CEMETERIES, OR BURIAL GROUNDS; D. HAZARDOUS WASTE; E. WETLAND AREAS.

9. AN ASSESSMENT OF ENVIRONMENTAL CONCERNS, IF ANY EXIST, WAS NOT

PERFORMED AS APART OF THIS SURVEY.

10. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES NOT GRID DISTANCES IN

U.S. INTERNATIONAL SURVEY FOOT.

11. DATE OF FIELD SURVEY: 14 SEP 2022.

12. 1 FOOT CONTOUR INTERVAL

UTILITIES GENERAL NOTES

1. CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH THE JOINT BASE

CHARLESTON UTILITY DEPARTMENT.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN

APPROXIMATE REPRESENTATION ONLY. THE UTILITY INFORMATION SHOWN

DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER

DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE

POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT

SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT

LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO

EXISTING UTILITIES, AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES

WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING

ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED

WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE

WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND

SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IMMEDIATELY BY THE

CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE

CONTRACTING OFFICER FOR THE RESOLUTION OF THE CONFLICT.

CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK

RELEASES GOVERNMENT FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS

WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

4. SET INVERTS OF SEWERS AND LIDS IN ACCORDANCE WITH ELEVATIONS SHOWN

ON THE PLANS. PIPE LENGTHS AND SLOPES ARE SHOWN FOR INFORMATIONAL

PURPOSES ONLY. PIPE LENGTHS ARE MEASURED FROM CENTER OF UPSTREAM

STRUCTURE TO CENTER OF DOWNSTREAM STRUCTURE.

5. RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, AND OTHER

SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF

PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE

REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE GOVERNMENT.

6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON

THE PLAN:

6.1. SEE UNDERGROUND UTILITY MATERIAL SPECIFICATION OR FOLLOWING

UTILITY SECTION DETAIL NOTES.

7. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL

FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED

SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS,

LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH

CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY

COMPANY AND AS INDICATED ON THE DRAWINGS.

8. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (3' MIN.) SHALL

BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS

SHOWN ON THESE PLANS AND LOCAL MUNICIPAL STANDARDS. FOR MANHOLES

THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5

FEET.

9. THE CONTRACTOR SHALL PROVIDE PLASTIC WARNING TAPE AT ALL

UNDERGROUND UTILITY LINES, INCLUDING MAIN IRRIGATION LINES. TAPE SHALL

BE PLACED HALF THE DISTANCE BETWEEN PIPE CONDUIT / DUCT BANK AND

FINISHED GRADE.

10. THE CONTRACTOR SHALL PROVIDE A #10 GREEN INSULATING CONDUCTOR IN

TRENCH WITH ALL UNDERGROUND PIPING / CONDUIT / DUCT BANK. BOTH ENDS

SHALL BE ACCESSIBLE ABOVE GROUND OR IN SUITABLE MANHOLES OR

JUNCTION BOXES.

11. DURING CONSTRUCTION, THE CONTRACTOR SHALL CLOSE ALL PIPE ENDS WHEN

LEFT UNATTENDED.

12. THE CONTRACTOR SHALL PROVIDE BARRICADE(S) FOR ALL EXCAVATIONS AND AN

ALTERNATE GRAVEL PATH, IF PEDESTRIAN TRAFFIC IS AFFECTED.

DEMOLITION NOTES

1. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

2. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FORM

LOCAL AND STATE AUTHORITIES TO COMPLETE THE WORK.

3. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE

SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL

HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, REMOVAL,

ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC WASTES OR

POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE

FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH

ARISING FROM THE PRESENCE OF HAZARDOUS MATERIAL, AND CONTRACTOR

SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ANY CLAIMS MADE

IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO

ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY

CONTRACTOR AMENDMENT INVOLVING THE ISSUES OF PRESENCE, DISCOVERY,

REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS OR OTHER HAZARDOUS

MATERIALS.

4. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK

ALONG ALL ROADS WITH THE JOINT BASE CHARLESTON CONTRACTING OFFICER

REPRESENTATIVE(COR).

5. REPAIR OR REPLACE ALL CONCRETE CURBING AND/OR SIDEWALK DAMAGED AS

PART OF DEMOLITION PROCESS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FEATURES TO

REMAIN, INCLUDING TREES, ROADS, UTILITIES, PAVING AND SIMILAR ITEMS NOT IN

THE CONTRACT WORK LIMITS, WHICH, IF DAMAGED BY THE CONTRACTOR, SHALL

BE REPLACED IN KIND AT NO COST TO THE GOVERNMENT.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE DEMOLITION, INCLUDING

REMOVAL AND DEMOLITION OF EXISTING PAVEMENT AND UTILITIES. THERE IS NO

KNOWN REGULATED HAZARDOUS MATERIAL REMOVAL REQUIRED FOR THIS SITE.

UTILITY LINES ENCOUNTERED THAT ARE NOT INDICATED IN THE INSTALLATION

UTILITY MAPS SHALL BE REPORTED TO THE CONTRACTING OFFICER PRIOR TO

FURTHER WORK IN THE AREA. DEMOLITION SHALL INCLUDE REMOVAL TO A

DEPTH OF FIVE (5) FEET OF ANYTHING THAT INTERFERES WITH INSTALLATION OF

THE BUILDING STRUCTURE AND UNDERGROUND CONSTRUCTION.

8. SALVAGEABLE MATERIAL: REMOVED BACKFLOW PREVENTERS SHALL BE

REMOVED AND PROVIDED TO THE GOVERNMENT.

EROSION CONTROL NOTES

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY

LAND DISTURBING ACTIVITIES OR REMOVALS.

2. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING

OFFICER.

3. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO

CONSTRUCTION.

4. DEMOLITION TO BE COORDINATED WITH EROSION CONTROL PLANS.

5. STOCKPILE AREA TO BE CLEARED WHEN STOCKPILE AREA IS NO LONGER

REQUIRED.

6. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE

CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO

PREVENT DAMAGE TO ADJACENT AREAS AS A RESULT OF INCREASED RUNOFF

AND/OR SEDIMENT DISPLACEMENT.

7. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH SOUTH CAROLINA DEPARTMENT OF HEALTH AND

ENVIRONMENTAL CONTROL (SCDHEC) STANDARDS AND SPECIFICATIONS.

8. THE PROJECT REQUIRES SCDHEC NOTIFICATION FORM D-0451 FOR PROJECTS

LESS THAN 1-ACRE, NOT WITHIN 0.5 MILES OF A COASTAL RECEIVING WATER.

TEMPORARY BYPASS PUMPING SYSTEM NOTES:

1. THE DESIGN, INSTALLATION, AND OPERATION OF THE TEMPORARY BYPASS

PUMPING SYSTEM SHALL BE SOLELY THE CONTRACTOR’S RESPONSIBILITY. THE

BYPASS SYSTEM SHALL MEET THE REQUIREMENTS OF ALL CODES AND

REGULATORY AGENCIES HAVING JURISDICTION.

2. SCHEDULE AND PERFORM WORK IN MANNER THAT DOES NOT CAUSE OR

CONTRIBUTE TO INCIDENCE OF OVERFLOWS, RELEASES OR SPILLS OF SEWAGE

FROM SANITARY SEWER SYSTEM OR BYPASS OPERATION.

3. IT IS ESSENTIAL TO THE OPERATION OF THE EXISTING SEWERAGE SYSTEM THAT

THERE IS NO INTERRUPTION IN THE FLOW OF SEWAGE THROUGHOUT THE

DURATION OF THE PROJECT.

4. DURING ALL BYPASS PUMPING OPERATION, THE CONTRACTOR SHALL PROTECT

THE PUMPING STATION, MAIN AND ALL LOCAL SEWER LINES FROM DAMAGE

INFLICTED BY ANY EQUIPMENT.

5. MAINTAIN ADEQUATE HOISTING EQUIPMENT AND ACCESSORIES ON SITE FOR

EACH PUMP.

6. INSTALLATION AND REMOVAL PROCEDURE:

6.1. TRANSPORT, DELIVER, HANDLE, AND STORE PIPE, FITTINGS, PUMPS,

ANCILLARY EQUIPMENT AND MATERIALS TO PREVENT DAMAGE AND

FOLLOWING MANUFACTURER’S RECOMMENDATIONS. KEEP AND MAINTAIN

SPARE PARTS FOR PUMPS AND PIPING ON SITE, AS REQUIRED.

6.2. INSPECT ALL MATERIAL AND EQUIPMENT FOR PROPER OPERATION BEFORE

INITIATING WORK.

6.2.1. WHEN ENGINEER DEEMS REPAIRABLE: REPAIR AS RECOMMENDED BY

MANUFACTURER.

6.2.2. WHEN ENGINEER DEEMS NOT REPAIRABLE: REPLACE AS DIRECTED BY

ENGINEER BEFORE INITIATING WORK.

6.3. PERFORM LEAKAGE AND PRESSURE TESTS ON DISCHARGE PIPING USING

CLEAN WATER, BEFORE OPERATION. NOTIFY ENGINEER 24 HOURS PRIOR TO

TESTING. MAINTAIN AND INSPECT TEMPORARY PUMPING SYSTEM EVERY

TWO HOURS. RESPONSIBLE OPERATOR: ON SITE WHEN PUMPS ARE

OPERATING.

6.4. EMERGENCY BYPASS CONNECTION AND PLUG VALVE SHALL BE INSTALLED.

THE CONNECTION SHALL BE MADE ONTO THE EXISTING FORCE MAIN DURING

LOW PEAK SYSTEM TIME SUCH AS OVERNIGHT. CONTRACTOR SHALL

PROVIDE TWO WEEKS NOTICE TO JBC PERSONNEL PRIOR TO CONNECTION

ON THE EXISTING FORCE MAIN. PLUG VALVE SHALL BE CLOSED AFTER

INSTALLATION.

6.5. PLUGGING OR BLOCKING OF SEWAGE FLOWS SHALL INCORPORATE PRIMARY

AND SECONDARY PLUGGING DEVICES. WHEN PLUGGING OR BLOCKING IS NO

LONGER NEEDED FOR PERFORMANCE AND ACCEPTANCE OF WORK, THE

PLUGGING OR BLOCKING SHALL BE REMOVED IN A MANNER THAT PERMITS

THE SEWAGE FLOW TO SLOWLY RETURN TO NORMAL WITHOUT SURGE, TO

PREVENT SURCHARGING, AND/OR CAUSING OTHER MAJOR DISTURBANCES

DOWNSTREAM.

6.6. SUCTION PIPE SHALL BE PLACE IN THE UPSTREAM MANHOLE. INSTALL

DELIVERY PIPE CONNECTION ON EMERGENCY BYPASS CONNECTION WITH

COMPLIANT. PIPE DIAMETER SHALL MATCH PERMANENT INCOMING AND

OUTLET PIPING.

6.7. WHEN WORKING INSIDE A MANHOLE OR FORCE MAIN, THE CONTRACTOR

SHALL EXERCISE CAUTION AND COMPLY WITH OSHA AND APPLICABLE JBC

CONFINED SPACE REQUIREMENTS FOR WORKING IN THE PRESENCE OF

SEWER GASES, COMBUSTIBLE OXYGEN-DEFICIENT ATMOSPHERES, AND

CONFINED SPACES.

6.8. DURING BYPASS PUMPING OPERATION, PROTECT SEWER LINES FROM

DAMAGE INFLICTED BY EQUIPMENT.

6.9. UPON COMPLETION OF BYPASS PUMPING OPERATIONS, AND AFTER THE

RECEIPT OF WRITTEN PERMISSION FROM CONTRACT MANAGER, REMOVE

PIPING, RESTORE PROPERTY TO PRECONSTRUCTION CONDITION AND

RESTORE PAVEMENT.

TEMPORARY BYPASS MATERIALS AND EQUIPMENT INFORMATION:

1. PIPING SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE). PIPING SHALL BE HIGH

DENSITY SOLID WALL AND CONFORM TO THE FOLLOWING:

1.1. ASTM F714 POLYETHYLENE (PE) PLASTIC PIPE (SDR-DR) BASED ON OUTSIDE

DIAMETER, ASTM D1248 AND ASTM D3550.

1.2. HOMOGENOUS THROUGHOUT, FREE OF VISIBLE CRACKS, DISCOLORATION,

PITTING, VARYING WALL THICKNESS, HOLES, FOREIGN MATERIAL, BLISTERS,

OR OTHER DELETERIOUS FAULTS.

1.3. ASSEMBLED AND JOINED AT SITE USING COUPLINGS, FLANGES OR

BUTT-FUSION METHOD TO PROVIDE LEAK PROOF JOINT. FOLLOW

MANUFACTURER’S INSTRUCTIONS AND ASTM D 2657.

1.3.1. FUSING: BY PERSONNEL CERTIFIED AS FUSION TECHNICIANS BY

MANUFACTURER OF HDPE PIPE AND/OR FUSING EQUIPMENT.

ALUMINUM “IRRIGATION TYPE” PIPING OR GLUED PVC PIPING WILL NOT BE

PERMITTED.

2. BYPASS PUMP EQUIPMENT SHALL CONFORM TO THE FOLLOWING:

2.1. PUMPS SHALL BE FULLY AUTOMATIC SELF-PRIMING UNITS THAT DO NOT

REQUIRE THE USE OF FOOT-VALVES OR VACUUM PUMPS IN PRIMING

SYSTEM.

2.2. CONSTRUCTED TO ALLOW DRY RUNNING FOR LONG PERIODS OF TIME TO

ACCOMMODATE CYCLICAL NATURE OF EFFLUENT FLOWS.

2.3. PUMPS SHALL BE PROVIDED WITH THE FOLLOWING:

2.3.1. ONE STANDBY PUMP OF EACH SIZE MAINTAINED ON SITE.

2.3.1.1. ON-LINE, ISOLATED FROM PRIMARY SYSTEM BY A VALVE.

3. AT MINIMUM EACH SITE PUMP SHALL MEET THE SAME FLOW AND TDH OF THE

PERMANENT PUMPS

3.1. PUMPS SHALL BE QUIET FLOW OR PROVIDED WITH SOUND ATTENUATION

ENCLOSURE.

3.2. BYPASS PUMPING SYSTEM MAY BE REQUIRED TO BE OPERATED 24 HOURS A

DAY. CONTRACTOR SHALL PROVIDE ALL NECESSARY MONITORING DEVICES

TO NOTIFY THE CONTRACTOR OF ANY PUMP FAILURE. ALL UNMANNED

BYPASS PUMPING OPERATIONS SHALL BE FITTED WITH AN AUTO-DIALER

FEATURE TO MONITOR THE OPERATION OF THE PUMP AND NOTIFY THE

CONTRACTOR IN THE EVENT OF A PUMP FAILURE OR OVERFLOW SITUATION.

STMH

SLS-709 PUMP SELECTION DATA AND PERFORMANCE REQUIREMENTS:

SLS-730 PUMP SELECTION DATA AND PERFORMANCE REQUIREMENTS:

SLS-1389 PUMP SELECTION DATA AND PERFORMANCE REQUIREMENTS:

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text ZAPATA GROUP, INC. No. C01427

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

BLR

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

(DIA)" CO

AutoCAD SHX Text

BFP

W x

VF101

G C

O N

- L

D .P

D D

.P U

10'0 20'5'

SCALE: 1" = 10'1 EXISTING CONDITIONS - LIFT STATION 709 RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

LEGEND

SANITARY SEWER MANHOLE

FIRE HYDRANT

SIGN - SINGLE POLE

LIGHT POLE

GRATE INLET

WATER VALVE

GUY WIRE ANCHOR

POWER POLE

STORM MANHOLE

ELECTRIC TRANSFORMER

STMH

FINISHED FLOOR ELEV. FFE = 000.00

CONCRETE SURFACE

ASPHALT SURFACE

GPS CONTROL POINT SET

WATER METER

SIGN - DOUBLE POLE

INVERT ELEVATION IE: 000.00

SANITARY SEWER LINE

WATER MAIN LINE

UNDERGROUND POWER

OVERHEAD POWER

ELECTRIC CONTROL BOX

BLR

GRAVEL SURFACE

STORMWATER DITCH

BOLLARD

ELECTRIC BOX

SANITARY SEWER CLEANOUT

SINGLE WING INLET

SITE

LOCATION MAP (NTS)

PLAN

NORTH

GRAPHIC SCALE

1" = 10'

00 10' 20'

TRUE

NORTH

GENERAL SURVEY NOTES

SC SPC NAD 83

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

JEFFERSON AVE

AutoCAD SHX Text

EXISTING CONCRETE DRIVE

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text ZAPATA GROUP, INC. No. C01427

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

GWA

AutoCAD SHX Text

ELCB

AutoCAD SHX Text

ETR

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

(DIA)" CO

AutoCAD SHX Text FLOODPLAIN INFORMATION: THE PROPERTY SHOWN HEREON IS LOCATED ON MAP NUMBER NO.45015C0705E, OF THE FEMA FLOOD 45015C0705E, OF THE FEMA FLOOD , OF THE FEMA FLOOD INSURANCE RATE MAP COVERING THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 , REVISED DECEMBER 7, 2018 DECEMBER 7, 2018 AND IS SHOWN TO BE IN FLOOD ZONE AE, WHICH LIES WITHIN A FLOOD HAZARD AREA.AE, WHICH LIES WITHIN A FLOOD HAZARD AREA.WHICH LIES WITHIN A FLOOD HAZARD AREA. LIES WITHIN A FLOOD HAZARD AREA.FLOOD HAZARD AREA.

A GEOMAX ZOOM 90 ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. GEOMAX ZOOM 90 ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. THE BASIS OF BEARINGS FOR THIS SURVEY IS SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM, (NAD83/2011), HORIZONTAL CONTROL MEETS OR EXCEEDS THIRD ORDER CLASS II ACCURACY. DETERMINED BY GPS OBSERVATIONS UTILIZING A CHAMPION PRO GPS RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL CHAMPION PRO GPS RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL ON THE SC REALTIME VRS NETWORK. VERTICAL ON THE SC REALTIME VRS NETWORK. VERTICAL . VERTICAL DATUM IS BASED ON NAVD88. THE INTERNATIONAL FOOT IS THE MEASUREMENT DEPICTED. LEVEL CONTROL LOOP MEETS OR EXCEEDS THIRD ORDER VERTICAL ACCURACY.

2' ROUND GRATE INLET

GRATE: 7.93

W x

BFP

W x

VF102

G C

O N

- L

D .P

D D

.P U

10'0 20'5'

SCALE: 1" = 10'1 EXISTING CONDITIONS - LIFT STATION 730 RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

LEGEND

SANITARY SEWER MANHOLE

FIRE HYDRANT

LIGHT POLE

WATER VALVE

GUY WIRE ANCHOR

POWER POLE

ELECTRIC TRANSFORMER

FINISHED FLOOR ELEV. FFE = 000.00 CONCRETE SURFACE

ASPHALT SURFACE

GPS CONTROL POINT SET

WATER METER

INVERT ELEVATION IE: 000.00

SANITARY SEWER LINE

WATER MAIN LINE

UNDERGROUND POWER

OVERHEAD POWER

ELECTRIC CONTROL BOX

RIPRAP

GRAVEL SURFACE

STORMWATER DITCH

BOLLARD

ELECTRIC BOX

SANITARY SEWER CLEANOUT

BACKFLOW PREVENTER

CHAINLINK FENCE

SITE

LOCATION MAP (NTS)

PLAN

NORTH

GRAPHIC SCALE

1" = 10'

00 10' 20'

TRUE

NORTH

AutoCAD SHX Text

PULASKI STREET

AutoCAD SHX Text

EXISTING FORCE MAIN SIZE UNKNOWN NO ACCESS TO LOWER LEVEL

AutoCAD SHX Text

SC SPC NAD 83

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text ZAPATA GROUP, INC. No. C01427

AutoCAD SHX Text FLOODPLAIN INFORMATION: THE PROPERTY SHOWN HEREON IS LOCATED ON MAP NUMBER NO.45015C0705E, OF THE FEMA FLOOD 45015C0705E, OF THE FEMA FLOOD , OF THE FEMA FLOOD INSURANCE RATE MAP COVERING THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 , REVISED DECEMBER 7, 2018 DECEMBER 7, 2018 AND IS SHOWN TO BE IN FLOOD ZONE VE, WHICH LIES WITHIN A FLOOD HAZARD AREA.VE, WHICH LIES WITHIN A FLOOD HAZARD AREA.WHICH LIES WITHIN A FLOOD HAZARD AREA. LIES WITHIN A FLOOD HAZARD AREA.FLOOD HAZARD AREA.

AutoCAD SHX Text A GEOMAX ZOOM 90 ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. GEOMAX ZOOM 90 ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. ROBOTIC TOTAL STATION WAS USED TO PERFORM THE SURVEY DEPICTED HEREON. THE BASIS OF BEARINGS FOR THIS SURVEY IS SOUTH CAROLINA STATE PLANE COORDINATE SYSTEM, (NAD83/2011), HORIZONTAL CONTROL MEETS OR EXCEEDS THIRD ORDER CLASS II ACCURACY. DETERMINED BY GPS OBSERVATIONS UTILIZING A CHAMPION PRO GPS RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL CHAMPION PRO GPS RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL RECEIVER ON THE SC REALTIME VRS NETWORK. VERTICAL ON THE SC REALTIME VRS NETWORK. VERTICAL ON THE SC REALTIME VRS NETWORK. VERTICAL . VERTICAL DATUM IS BASED ON NAVD88. THE INTERNATIONAL FOOT IS THE MEASUREMENT DEPICTED. LEVEL CONTROL LOOP MEETS OR EXCEEDS THIRD ORDER VERTICAL ACCURACY.

AutoCAD SHX Text S

AutoCAD SHX Text

GWA

AutoCAD SHX Text

ELCB

AutoCAD SHX Text

ETR

AutoCAD SHX Text

BLR

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

(DIA)" CO

BFP

PULASKI STREET

(ASPHALT PAVING)

WVWV

W x

Y D

VF103

G C

O N

- L

D .P

D D

.P U

10'0 20'5'

SCALE: 1" = 10'1 EXISTING CONDITIONS - LIFT STATION 1389 RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

LEGEND

SANITARY SEWER MANHOLE

FIRE HYDRANT

SIGN - SINGLE POLE

LIGHT POLE

GRATE INLET

WATER VALVE

GUY WIRE ANCHOR

POWER POLE

STORM MANHOLE

ELECTRIC TRANSFORMER

STMH

FINISHED FLOOR ELEV. FFE = 000.00

CONCRETE SURFACE

ASPHALT SURFACE

GPS CONTROL POINT SET

WATER METER

SIGN - DOUBLE POLE

INVERT ELEVATION IE: 000.00

SANITARY SEWER LINE

WATER MAIN LINE

UNDERGROUND POWER

OVERHEAD POWER

ELECTRIC CONTROL BOX

BLR

GRAVEL SURFACE

STORMWATER DITCH

BOLLARD

ELECTRIC BOX

SANITARY SEWER CLEANOUT

SINGLE WING INLET

BACKFLOW PREVENTER

SITE

LOCATION MAP (NTS)

PLAN

NORTH

GRAPHIC SCALE

1" = 10'

00 10' 20'

TRUE

NORTH

AutoCAD SHX Text

SC SPC NAD 83

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

ASPHALT PAVING

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text ZAPATA GROUP, INC. No. C01427

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

GWA

AutoCAD SHX Text

ELCB

AutoCAD SHX Text

ETR

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

(DIA)" CO

AutoCAD SHX Text FLOODPLAIN INFORMATION: THE PROPERTY SHOWN HEREON IS LOCATED ON MAP NUMBER NO.45015C0705E, OF THE FEMA FLOOD 45015C0705E, OF THE FEMA FLOOD , OF THE FEMA FLOOD INSURANCE RATE MAP COVERING THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 THE CITY OF GOOSE CREEK, SOUTH CAROLINA, REVISED DECEMBER 7, 2018 , REVISED DECEMBER 7, 2018 DECEMBER 7, 2018 AND IS SHOWN TO BE IN FLOOD ZONE X, WHICH DOES NOT LIE WITHIN A FLOOD HAZARD AREA.X, WHICH DOES NOT LIE WITHIN A FLOOD HAZARD AREA.WHICH DOES NOT LIE WITHIN A FLOOD HAZARD AREA. DOES NOT LIE WITHIN A FLOOD HAZARD AREA.FLOOD HAZARD AREA.

BFP

W x

W x x

W x

LOD

LIMITS OF DISTURBANCE FOR LIFT STATION 709 = 0.16 AC (6,769 SF)

TOTAL LIMITS OF DISTURBANCE FOR ALL LIFT STATIONS = 0.47 AC (20,386 SF)

PROJECT LIMITS

STOCKPILE AREA

INSTALL 15-LF OF TREE

PROTECTION FENCE

INSTALL 172-LF OF SILT FENCE

INSTALL CONSTRUCTION ENTRANCE ON THE

EXISTING PAVEMENT. ENTRANCE TO BE SIZED TO FIT

WITHIN THE SITE CONSTRAINTS. REMOVE AFTER THE

SITE IS STABILIZED. SEE DETAIL ON C-504.

CONSTRUCTION BASIN WASHOUT.

SEE DETAIL ON C-504.

KEYED NOTES

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

1. EXISTING BUILDING TO BE DEMOLISHED AND DISPOSED.

2. EXISTING (2) BOLLARDS TO BE REMOVED AND DISPOSED.

3. EXISTING BACK FLOW PREVENTER TO BE REMOVED.

4. EXISTING CONCRETE VAULTS TO BE REMOVED AND DISPOSED.

5. REMOVE AND DISPOSE ELECTRICAL EQUIPMENT, CONDUIT AND

CONDUCTORS OUTSIDE OF THE BUILDING TO BE DEMOLISHED.

6. EXISTING DIESEL GENERATOR WITH SUBBASE TANK SHALL BE

REMOVED. COORDINATE REMOVAL OR SALVAGE OF GENERATOR

WITH THE POWER PRODUCTION SHOP. REFER TO SHEET ES701 FOR

ADDITIONAL INFORMATION.

7. EXISTING CONCRETE PAD TO BE REMOVED AND DISPOSED.

8. EXISTING FENCE TO BE REMOVED AND DISPOSED.

9. EXISTING TELECOMMUNICATIONS ENCLOSURE SHALL BE REMOVED

AND RETAINED FOR RELOCATION. REFER TO SHEET ES101 FOR NEW

LOCATION OF TELECOM ENCLOSURE.

10. EXISTING ELECTRICAL OVERHEAD POLE WITH TRANSFORMERS,

SERVICE METER AND ATTACHED GUY WIRE SHALL REMAIN. REMOVE

EXISTING DETACHED GUY WIRE FROM POLE.

11. REMOVE AND DISPOSE ELECTRICAL PANELBOARDS,

TRANSFORMERS, VFD'S, TRANSFER SWITCH, LIGHTING FIXTURES,

DEVICES, CONDUIT AND CONDUCTORS WITHIN THE BUILDING TO BE

DEMOLISHED.

12. EXISTING CONCRETE DRIVE TO BE REMOVED.

CD101

N A

N D

E R

O N

C O

O L

O N

D .P

D D

.P U

10'0 20'5'

SCALE: 1" = 10'1 DEMOLITION AND EROSION CONTROL PLAN - LIFT STATION 709

PLAN

NORTH

GRAPHIC SCALE

1" = 10'

00 10' 20'

TRUE

NORTH

DEMOLITION & EROSION CONTROL NOTES

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

2. PAVEMENTS TO BE DISTURBED SHALL BE SAW CUT ALONG THE EDGE

TO PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. ALL PAVEMENT

REMOVED SHALL BE REMOVED FROM THE BASE AT THE

CONTRACTOR'S EXPENSE.

3. SAWCUT EXISTING CONCRETE SIDEWALK TO NEAREST JOINT TO LEAVE

CLEAN EDGE. REPLACE CONCRETE SIDEWALK IN KIND AFTER NEW

SANITARY SEWER WORK IS COMPLETED.

4. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM

THE INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

5. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION

PRIOR TO CONSTRUCTION.

6. DEMOLITION TO BE COORDINATED WITH EROSION CONTROL PLANS.

7. STOCKPILE AREA TO BE CLEARED WHEN STOCKPILE AREA IS NO

LONGER REQUIRED.

8. CONTRACTOR STAGING AREA TO INCLUDE ALL TRAILERS, STORAGE,

PARKING, ETC. NEEDED BY CONTRACTOR WITHIN CONSTRUCTION

LIMITS AND/OR CONTRACTOR TO COORDINATE ADDITIONAL STAGING

LOCATION WITH CONTRACTING OFFICER.

9. EXISTING INFORMATION SHOWN IS TAKEN FROM A SURVEY

COMPLETED BY EMC ENGINEERING SERVICES, INC. 14 SEPTEMBER

2022. EXISTING INFORMATION SHOWN IS APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS INCLUDING UTILITIES

PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.

10.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY THE UTILITIES DEPARTMENT TO COORDINATE CONSTRUCTION

AND SCHEDULING ACTIVITIES. CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER. THE CONTRACTOR SHALL MAKE SURE

THAT THE SEWER SYSTEM REMAINS IN SERVICE AT ALL TIMES. REFER

TO THE TEMPORARY BYPASS PUMPING SYSTEM NOTES ON SHEET

G-002.

11.CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES DEEMED

TO REMAIN TO THE GREATEST EXTENT POSSIBLE. ANY SITE FEATURES

SHALL BE REPLACED IN KIND.

12.THE EXISTING PUMP CHAMBER SHALL BE REMOVED IN ACCORDANCE

WITH FEDERAL, STATE AND LOCAL REGULATIONS. CONTRACTOR TO

DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS

AND PANELS PRIOR TO REMOVAL.

13.THE EXISTING PUMP CHAMBER SHALL BE REMOVED IN ACCORDANCE

WITH FEDERAL, STATE AND LOCAL REGULATIONS. CONTRACTOR TO

DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS

AND PANELS PRIOR TO REMOVAL.

14. ALL DISTURBED AREAS NOT RECEIVING PAVEMENT SHALL BE SEEDED.

15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER

CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL EROSION

AND SEDIMENTATION CONTROL DEVICES AND RELATED ITEMS IN

ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

NECESSARY EROSION AND SEDIMENTATION CONTROL PERMITS.

16.SHOULD MEASURES UTILIZED FOR THIS PROJECT PROVE INCAPABLE

OF ADEQUATELY REMOVING SEDIMENT FROM ON-SITE FLOWS PRIOR

TO DISCHARGE OR OF STABILIZING THE SURFACES INCLUDING,

ADDITIONAL MEASURES SHALL BE IMMEDIATELY IMPLEMENTED BY THE

CONTRACTOR TO ELIMINATE ALL SUCH PROBLEMS.

17.IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY

SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT AREAS

AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT

DISPLACEMENT.

18. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH SCDHEC STANDARDS AND SPECIFICATIONS.

19.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY

PERMITS (EROSION CONTROL, ETC.) APPLICABLE TO THIS PROJECT.

20.CONTRACTOR SHALL COORDINATE ALL UTILITY WORK WITH JBC

UTILITY DEPARTMENT.

21.CONTRACTOR SHALL COORDINATE ROAD AND/OR LANE CLOSURE

PRIOR TO UTILITY WORK WITH CONTRACTING OFFICER.

AutoCAD SHX Text

JEFFERSON AVE

AutoCAD SHX Text

EXISTING CONCRETE DRIVE

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text B

AutoCAD SHX Text I

AutoCAD SHX Text L

W x

BFP

W x

LOD

STOCKPILE

AREA

PROJECT LIMITS

LIMITS OF DISTURBANCE FOR LIFT STATION 730 = 0.15 AC (6,733 SF)

TOTAL LIMITS OF DISTURBANCE FOR ALL LIFT STATIONS = 0.47 AC (20,386 SF)

STOCKPILE

AREA

INSTALL 175-LF OF SILT FENCE

INSTALL 15-LF OF TREE

PROTECTION FENCE

INSTALL TYPE A INLET PROTECTION

INSTALL CONSTRUCTION ENTRANCE ON THE

EXISTING PAVEMENT. ENTRANCE TO BE SIZED TO

FIT WITHIN THE SITE CONSTRAINTS. REMOVE AFTER

THE SITE IS STABILIZED. SEE DETAIL ON C-504.

CONSTRUCTION BASIN WASHOUT. SEE DETAIL ON C-504.

KEYED NOTES

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

SEAL AREA

D R

G R

S PR

B Y

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

SHEET

F T

LIT

D R

E D

D R

G R

C H

N B

B Y:

C H

E N

G R

C H

N , S

C H

R O

U P, IN

, S U

0, C H

E, N C

) 3

-8

DKGV 10-83977

Tu es da y, Ap ril

1, OF 26

H .M

R D

.P U

95% DESIGN - NOT FOR CONSTRUCTION

CERT IFICATE OF AUTHORIZA

SOUTH CAROLINA

CD102

N A

N D

E R

O N

C O

O L

O N

D .P

D D

.P U

10'0 20'5'

SCALE: 1" = 10'1 DEMOLITION AND EROSION CONTROL PLAN - LIFT STATION 730

1. EXISTING BUILDING TO BE DEMOLISHED AND DISPOSED.

2. REMOVE AND DISPOSE ELECTRICAL EQUIPMENT, CONDUIT AND

CONDUCTORS OUTSIDE OF THE BUILDING TO BE DEMOLISHED..

3. EXISTING CONCRETE PAD TO BE REMOVED AND DISPOSED.

4. EXISTING CONCRETE VAULTS TO BE REMOVED AND DISPOSED.

5. EXISTING OVERHEAD SERVICE CONDUCTORS SHALL BE REMOVED

PRIOR TO BUILDING DEMOLITION.

6. EXISTING OPERATIONAL PORTABLE DIESEL GENERATOR WITH

SUBBASE TANK AND CABLES SHALL BE RETURNED TO THE POWER

PRODUCTION SHOP. REFER TO SHEET ES701 FOR ADDITIONAL

INFORMATION.

7. EXISTING INOPERABLE DIESEL GENERATOR WITH SUBBASE TANK

SHALL BE REMOVED. COORDINATE REMOVAL OR SALVAGE OF

GENERATOR WITH THE POWER PRODUCTION SHOP.

8. EXISTING TELECOMMUNICATIONS ENCLOSURE SHALL BE REMOVED

AND RETAINED FOR RELOCATION. REFER TO SHEET ES102 FOR NEW

LOCATION OF TELECOM ENCLOSURE.

9. EXISTING ELECTRICAL OVERHEAD POLE WITH TRANSFORMERS,

SERVICE METER AND ATTACHED GUY WIRE SHALL REMAIN.

10. REMOVE AND DISPOSE ELECTRICAL PANELBOARDS,

TRANSFORMERS, VFD'S, TRANSFER SWITCH, LIGHTING FIXTURES,

DEVICES, CONDUIT AND CONDUCTORS WITHIN THE BUILDING TO BE

DEMOLISHED.

11. EXISTING ASPHALT TO BE REMOVED AND DISPOSED.

12. REMOVE EXISTING 2-IN WATER SERVICE LINE.

13. REMOVE EXISTING BACK FLOW PREVENTER.

PLAN

NORTH

GRAPHIC SCALE

1" = 10'

00 10' 20'

TRUE

NORTH

DEMOLITION & EROSION CONTROL NOTES

1. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

2. PAVEMENTS TO BE DISTURBED SHALL BE SAW CUT ALONG THE EDGE

TO PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. ALL PAVEMENT

REMOVED SHALL BE REMOVED FROM THE BASE AT THE

CONTRACTOR'S EXPENSE.

3. SAWCUT EXISTING CONCRETE SIDEWALK TO NEAREST JOINT TO LEAVE

CLEAN EDGE. REPLACE CONCRETE SIDEWALK IN KIND AFTER NEW

SANITARY SEWER WORK IS COMPLETED.

4. TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM

THE INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE

CONTRACTING OFFICER.

5. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION

PRIOR TO CONSTRUCTION.

6. DEMOLITION TO BE COORDINATED WITH EROSION CONTROL PLANS.

7. STOCKPILE AREA TO BE CLEARED WHEN STOCKPILE AREA IS NO

LONGER REQUIRED.

8. CONTRACTOR STAGING AREA TO INCLUDE ALL TRAILERS, STORAGE,

PARKING, ETC. NEEDED BY CONTRACTOR WITHIN CONSTRUCTION

LIMITS AND/OR CONTRACTOR TO COORDINATE ADDITIONAL STAGING

LOCATION WITH CONTRACTING OFFICER.

10.EXISTING INFORMATION SHOWN IS TAKEN FROM A SURVEY

COMPLETED BY EMC ENGINEERING SERVICES, INC. 14 SEPTEMBER

2022. EXISTING INFORMATION SHOWN IS APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS INCLUDING UTILITIES

PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.

11.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL

NOTIFY THE UTILITIES DEPARTMENT TO COORDINATE CONSTRUCTION

AND SCHEDULING ACTIVITIES. CONTRACTOR SHALL COORDINATE WITH

THE CONTRACTING OFFICER. THE CONTRACTOR SHALL MAKE SURE

THAT THE SEWER SYSTEM REMAINS IN SERVICE AT ALL TIMES. REFER

TO THE TEMPORARY BYPASS PUMPING SYSTEM NOTES ON SHEET

G-002.

12.CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES DEEMED

TO REMAIN TO THE GREATEST EXTENT POSSIBLE. ANY SITE FEATURES

SHALL BE REPLACED IN KIND.

13.THE EXISTING PUMP CHAMBER SHALL BE REMOVED IN ACCORDANCE

WITH FEDERAL, STATE AND LOCAL REGULATIONS. CONTRACTOR TO

DISCONNECT POWER AT THE SOURCE TO ALL ELECTRICAL CONTROLS

AND PANELS PRIOR TO REMOVAL.

14. ALL DISTURBED AREAS NOT RECEIVING PAVEMENT SHALL BE SEEDED.

15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER

CONSTRUCTION, STABILIZATION AND MAINTENANCE OF ALL EROSION

AND SEDIMENTATION CONTROL DEVICES AND RELATED ITEMS IN

ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

NECESSARY EROSION AND…

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 May 10, 2023.