ATTACHMENT_B_22214_-_IFB_Plan_Set_-_04.22.25.pdf

SHEET INDEX

COVER SHEET

C-1.0 OVERALL SITE PLAN & GENERAL NOTES

C-2.0 - C-2.24 FORCE MAIN PLAN AND PROFILE

C-3.0 - C-3.1 EROSION CONTROL DETAILS

C-4.0 - C-4.1 WASTEWATER DETAILS

C-5.0 SCDOT TRAFFIC CONTROL DETAILS

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

PUMP STATION 20 FORCE MAIN REDIVERSION

DORCHESTER COUNTY, SOUTH CAROLINA

Know what'sbelow.

before you dig.Call

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THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE

LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS

SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE

VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,

MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS

NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. SC

LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY

PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY

EXCAVATION TO REQUEST EXACT FIELD LOCATION OF

UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE

UTILITIES WHICH CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS.

CERTIFICATION STATEMENTS

CIVIL ENGINEER

ALLIANCE CONSULTING ENGINEERS, INC.

124 VERDAE BOULEVARD, BONAVENTURE II - SUITE 505

GREENVILLE, SOUTH CAROLINA 29607-3843

(864) 284-1740

CONTACT: ADAM R. HOGAN, P.E.

CLIENT

DORCHESTER COUNTY WATER AND SEWER

235 DEMING WAY

SUMMERVILLE, SOUTH CAROLINA 29483

(843)832-0061

CONTACT: LARRY HARPER

DATE

REVISION

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22214-Cover and Details.dwg

22214-Base New.dwg

22214-0018

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REVISION DESCRIPTIONDATE

REVISED ALIGNMENT PER COUNTY10/23/231

ISSUE FOR PERMITTING01/08/242

SCDOT COMMENTS04/02/243

ISSUE FOR BID08/26/244

ISSUE FOR RE-BID04/22/255

CoVER

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NOT TO SCALE

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FOC

GAS

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LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING WATER/GAS VALVE

EXISTING WATER/GAS METER

EXISTING TREE LINE

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING FIBER-OPTIC CABLE LINE

EXISTING UNDERGROUND TELECOM LINE

EXISTING TELECOM/FIBER-OPTIC BOX

EXISTING GAS LINE

EXISTING FENCE

EXISTING FORCEMAIN

EXISTING ARV

EXISTING GRAVITY WASTEWATER LINE

EXISTING MANHOLE

CLEANOUT

EXISTING WATER LINE

EXISTING HYDRANT

EXISTING STORM DRAIN

EXISTING STORM DRAIN STRUCTURE

EXISTING DITCH

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED WATER VALVE

PROPOSED WATER METER

PROPOSED FORCE MAIN

PROPOSED ARV

PROPOSED GRAVITY WASTEWATER LINE

PROPOSED MANHOLE

PROPOSED WATER LINE

PROPOSED HYDRANT

PROPOSED STORM DRAIN

PROPOSED STORM DRAIN STRUCTURE

PROPOSED DEMOLITION

PROPOSED EROSION CONTROL MATTING

PROPOSED RIP RAP

PROPOSED INLET PROTECTION

PROPOSED SILT FENCE

PROPOSED FENCE

UT

R/W

LOD

W

FM

WW

SD

SD

PL

RIGHT-OF-WAY

PROPERTY LINE

LIMITS OF DISTURBANCE

EASEMENT

WETLANDS AND BUFFER

WATERWAY

TEMPORARY WETLAND IMPACT

POND

UT

ARV

MH

CO

SDSD

ARV

MH

SDSD

EXISTING BUILDING

CONCRETE

GRAVEL

ASPHALT

DIRT

GUARDRAIL

BOLLARD

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CHEROKEE

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YORK

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CHESTER

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UNION

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SPARTANBURG

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GREENVILLE

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PICKENS

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OCONEE

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ANDERSON

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LAURENS

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ABBEVILLE

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GREENWOOD

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NEWBERRY

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FAIRFIELD

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KERSHAW

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LANCASTER

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CHESTERFIELD

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MARLBORO

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DILLON

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DARLINGTON

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LEE

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FLORENCE

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MARION

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HORRY

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WILLAMSBURG

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GEORGETOWN

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BERKELEY

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DORCHESTER

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ORANGEBURG

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CALHOUN

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CLARENDON

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SUMTER

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RICHLAND

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LEXINGTON

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SALUDA

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EDGEFIELD

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AIKEN

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BARNWELL

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BAMBERG

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COLLETON

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HAMPTON

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CHARLESTON

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JASPER

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BEAUFORT

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ALLENDALE

AutoCAD SHX Text I HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON HAVE PLACED MY SIGNATURE AND SEAL ON PLACED MY SIGNATURE AND SEAL ON PLACED MY SIGNATURE AND SEAL ON MY SIGNATURE AND SEAL ON MY SIGNATURE AND SEAL ON SIGNATURE AND SEAL ON SIGNATURE AND SEAL ON AND SEAL ON AND SEAL ON SEAL ON SEAL ON ON ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT SUBMITTED SIGNIFYING THAT I ACCEPT SUBMITTED SIGNIFYING THAT I ACCEPT SIGNIFYING THAT I ACCEPT SIGNIFYING THAT I ACCEPT THAT I ACCEPT THAT I ACCEPT I ACCEPT I ACCEPT ACCEPT ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY DESIGN OF THE SYSTEM. FURTHER, I CERTIFY DESIGN OF THE SYSTEM. FURTHER, I CERTIFY OF THE SYSTEM. FURTHER, I CERTIFY OF THE SYSTEM. FURTHER, I CERTIFY THE SYSTEM. FURTHER, I CERTIFY THE SYSTEM. FURTHER, I CERTIFY SYSTEM. FURTHER, I CERTIFY SYSTEM. FURTHER, I CERTIFY FURTHER, I CERTIFY FURTHER, I CERTIFY I CERTIFY I CERTIFY CERTIFY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS KNOWLEDGE AND BELIEF THAT THE DESIGN IS KNOWLEDGE AND BELIEF THAT THE DESIGN IS AND BELIEF THAT THE DESIGN IS AND BELIEF THAT THE DESIGN IS BELIEF THAT THE DESIGN IS BELIEF THAT THE DESIGN IS THAT THE DESIGN IS THAT THE DESIGN IS THE DESIGN IS THE DESIGN IS DESIGN IS DESIGN IS IS IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF REQUIREMENTS OF TITLE 48, CHAPTER 14 OF REQUIREMENTS OF TITLE 48, CHAPTER 14 OF OF TITLE 48, CHAPTER 14 OF OF TITLE 48, CHAPTER 14 OF TITLE 48, CHAPTER 14 OF TITLE 48, CHAPTER 14 OF 48, CHAPTER 14 OF 48, CHAPTER 14 OF CHAPTER 14 OF CHAPTER 14 OF 14 OF 14 OF OF OF THE CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO LAWS OF SC, 1976 AS AMENDED, PURSUANT TO LAWS OF SC, 1976 AS AMENDED, PURSUANT TO OF SC, 1976 AS AMENDED, PURSUANT TO OF SC, 1976 AS AMENDED, PURSUANT TO SC, 1976 AS AMENDED, PURSUANT TO SC, 1976 AS AMENDED, PURSUANT TO 1976 AS AMENDED, PURSUANT TO 1976 AS AMENDED, PURSUANT TO AS AMENDED, PURSUANT TO AS AMENDED, PURSUANT TO AMENDED, PURSUANT TO AMENDED, PURSUANT TO PURSUANT TO PURSUANT TO TO TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE SEQ. (IF APPLICABLE), AND IN ACCORDANCE SEQ. (IF APPLICABLE), AND IN ACCORDANCE (IF APPLICABLE), AND IN ACCORDANCE (IF APPLICABLE), AND IN ACCORDANCE APPLICABLE), AND IN ACCORDANCE APPLICABLE), AND IN ACCORDANCE AND IN ACCORDANCE AND IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000.

AutoCAD SHX Text Alliance Consulting

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SD

PUMP STATION 20

(WOODLAND HIGH

SCHOOL PUMP STATION)

PUMP STATION 121

(WINDING WOODS COMMERCE

PARK PUMP STATION)

SHEET C-2.24

(STA 120+00 - 122+58)

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22214-PLANS.DWG

22214-BASE.DWG

22214-0018

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REVISION DESCRIPTIONDATE

CONSTRUCTION NOTES:

1. JURISDICTIONAL WETLANDS MAY NOT BE DISTURBED UNDER ANY

CONDITIONS WITHOUT PROPER US ARMY CORPS OF ENGINEERS PERMIT.

2. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE LIMITS OF

DISTURBANCE FOR EROSION CONTROL. IN AREAS WHERE WORK IS TO BE

PERFORMED ADJACENT TO A WATERWAY, WETLANDS, OR OTHER

SENSITIVE AREAS, INCLUDING DIRECTIONAL BORE CROSSINGS, DOUBLE

ROW SILT FENCE IS TO BE PLACED ON THE LOW SIDE OF THE LIMITS OF

DISTURBANCE.

3. CONTRACTOR TO MAINTAIN A MINIMUM COVER OF 3.0-FT ALONG THE

PROPOSED WASTEWATER LINE ROUTE IN AREAS OUTSIDE OF THE SCDOT

RIGHT-OF-WAY. CONTRACTOR TO MAINTAIN MINIMUM 42-INCHES (3.5-FT)

COVER BENEATH THE LOWEST POINT OF THE ROADWAY CROSS SECTION

INCLUDING ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES

WITHIN DOT R/W.

4. PROPOSED WASTEWATER LINE TO BE C900 DR18 PVC PIPE;

5. ALL BENDS, FITTINGS, AND VALVES ALONG THE WASTEWATER LINE MUST

HAVE A RESTRAINED JOINT WITH A SECTION OF RESTRAINED JOINT PIPE

ON EITHER SIDE OF THE FITTINGS AS SHOWN IN CONSTRUCTION DETAIL

ON SHEET C-4.1. ALL DIRECTIONAL BORES ALONG THE WASTEWATER LINE

MUST HAVE 100-FT OF RESTRAINED PIPE AT EITHER END OF THE BORE.

CONTRACTOR TO PROVIDE EXTENTS OF ALL PIPE RESTRAINT WITH

RED-LINE MARK-UPS UPON COMPLETION OF PROJECT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1.5-FT VERTICAL SEPARATION

BETWEEN FORCE MAIN AND EXISTING UTILITIES WHERE APPLICABLE.

7. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

8. CONTRACTOR TO RESURFACE DRIVEWAYS WITH LIKE MATERIALS WHERE

'CUT AND REPLACE' IS INDICATED FOR THE FULL WIDTH WITHIN THE

RIGHT-OF-WAY LIMITS (EDGE OF PAVEMENT TO EDGE OF R/W).

9. ALL PROPOSED WORK IS TO BE PERFORMED WITHIN THE SCDOT

RIGHT-OF-WAY.

1 REVISED ALIGNMENT PER COUNTY10/23/23

2 ISSUE FOR PERMITTING01/08/24

3 SCDOT COMMENTS04/02/24

4 ISSUE FOR BID08/26/24

5 ISSUE FOR RE-BID04/22/25

C-1.0

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Woodland High School Pump Station (Pump Station 20) Force Main

Overall Plan View

Know what's below.

before you dig.Call

R

GRAPHIC SCALE

N

SHEET C-2.0

(STA 0+00 - 5+00)

SHEET C-2.1

(STA 5+00 - 10+00)

SHEET C-2.2

(STA 10+00 - 15+00)

SHEET C-2.3

(STA 15+00 - 20+00)

SHEET C-2.4

(STA 20+00 - 25+00)

SHEET C-2.5

(STA 25+00 - 30+00)

SHEET C-2.6

(STA 30+00 - 35+00)

SHEET C-2.7

(STA 35+00 - 40+00)

SHEET C-2.8

(STA 40+00 - 45+00)

SHEET C-2.9

(STA 45+00 - 50+00)

SHEET C-2.10

(STA 50+00 - 55+00)

SHEET C-2.11

(STA 55+00 - 60+00)

SHEET C-2.12

(STA 60+00 - 65+00)

SHEET C-2.13

(STA 65+00 - 70+00)

SHEET C-2.23

(STA 115+00 - 120+00)

SHEET C-2.22

(STA 110+00 - 115+00)

SHEET C-2.21

(STA 105+00 - 110+00)

SHEET C-2.20

(STA 100+00 - 105+00)

SHEET C-2.19

(STA 95+00 - 100+00)

SHEET C-2.17

(STA 85+00 - 90+00)

SHEET C-2.16

(STA 80+00 - 85+00)

SHEET C-2.15

(STA 75+00 - 80+00)

SHEET C-2.14

(STA 70+00 - 75+00)

SHEET C-2.18

(STA 90+00 - 95+00)

NUMBER TYPE OF IMPACT ACREAGE

1 TEMPORARY WETLAND ± 0.006 -AC

2 TEMPORARY TRIBUTARY ± 0.011 -AC

3 TEMPORARY TRIBUTARY ± 0.009 -AC

4 ± 0.017 -AC

5 TEMPORARY WETLAND ± 0.003 -AC

TEMPORARY TRIBUTARY

WETLAND/TRIBUTARY IMPACTS SUMMARY

ENGINEER INFORMATION:

ALLIANCE CONSULTING ENGINEERS, INC.

CONTACT: ADAM R. HOGAN, P.E.

POST OFFICE BOX 8147

COLUMBIA, SC 29202-8147

TELEPHONE: (803) 779-2078

E-MAIL: AHOGAN@ALLIANCECE.COM

OWNER INFORMATION

OWNER: DORCHESTER COUNTY

CONTACT: LARRY HARPER

ADDRESS: 235 DEMING WAY

CITY,STATE: SUMMERVILLE, SOUTH CAROLINA

TELEPHONE: (843) 832-0061

EMAIL: LHARPER@DORCHESTERCOUNTY.NET

NOTES:

CAD FILES WILL BE

PROVIDED TO

CONTRACTOR FOR USE

WITH SITE STAKING.

REFERENCES:

1. COORDINATES ARE BASED ON SOUTH CAROLINA STATE

PLANE COORDINATE SYSTEM: NAVD 88 VERTICAL CONTROL

AND NAD 83 HORIZONTAL CONTROL.

2. REFERENCE IS MADE TO A TOPOGRAPHIC SURVEY PREPARED

BY ATLAS SURVEYING, INC. DATED FEBRUARY 2023.

GENERAL CONSTRUCTION LAND DISTURBANCE NOTES:

SEE SHEETS C-3.0 - C-3.1 FOR EROSION CONTROL DETAILS AND SCDHEC STANDARD NOTES

SCDHEC LAND DISTURBANCE SEQUENCE

1. RECEIVE NPDES APPROVAL FROM SCDHEC.

2. SCHEDULE PRE-CONSTRUCTION MEETING.

3. NOTIFY DORCHESTER COUNTY/SCDHEC EQC REGIONAL OFFICE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES.

4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S) AND PERIMETER AND EROSION CONTROLS (I.E. SILT FENCE, SEDIMENT TUBE) AS SHOWN AND AS

NECESSARY.

5. BEGIN CONSTRUCTION WORK (I.E. CLEARING AND GRUBBING, UTILITY INSTALLATION, ETC.) CONTRACTOR TO MONITOR AND MAINTAIN PERIMETER AND

EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED, INCLUDING REPLACEMENT OF MEASURES AS

NEEDED.

6. CONTRACTOR TO RE-GRADE AND STABILIZE PROJECT AREA AS CONSTRUCTION IS COMPLETED.

7. CONTRACTOR MAY REMOVE PERIMETER AND EROSION CONTROL DEVICES ONCE FINAL STABILIZATION OF ENTIRE PROJECT AREA IS ACHIEVED.

8. SUBMIT NOTICE OF TERMINATION (NOT) TO SCDHEC.

ENVIRONMENTAL PROTECTION AND EROSION CONTROL NOTES

1. CONTRACTOR TO INSTALL SILT FENCE ON LOW SIDE OF LIMITS OF DISTURBANCE FOR THE ENTIRE LENGTH OF THE PROJECT.

2. CONTRACTOR TO UTILIZE DOUBLE ROW SILT FENCE ALONG THE LOW SIDE OF THE LIMITS OF DISTURBANCE SUCH THAT AN UNDISTURBED BUFFER IS

MAINTAINED BETWEEN THE SILT FENCE AND THE SENSITIVE AREA WHEN CONSTRUCTION IS ADJACENT TO SENSITIVE AREAS SUCH AS WETLANDS OR WATER BODIES. THIS INCLUDES INSTALLING DOUBLE ROW SILT FENCE AT THE START AND END OF BORES FOR TRENCHLESS INSTALLATIONS AND

IMPLEMENTATION OF BANK PROTECTION AND STABILIZATION AS NEEDED.

3. CONTRACTOR TO UTILIZE SEDIMENT TUBES AS INLET PROTECTION AT STORM DRAINS AND UTILIZE SEDIMENT TUBES AND/OR EROSION CONTROL MATTING TO ENSURE PROPER STABILIZATION AND EROSION CONTROL WITHIN DRAINAGE DITCHES.

4. ALL WATER COLLECTED AND PUMPED DURING DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UNDISTURBED UPLAND AREAS INTO DOUBLE STAKED HAY BALES. DISCHARGE LOCATIONS SHALL BE OVER UNDISTURBED SOIL, A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY, WETLAND AREA, OR INLET TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES.

5. CONTRACTOR SHALL NOT REMOVE ANY TREES OTHER THAN THOSE SPECIFICALLY SHOWN TO BE REMOVED. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL TREES NOT SPECIFICALLY SHOWN TO BE REMOVED. NO ACTIVITIES (EQUIPMENT, FILL PLACEMENT, ETC.) SHALL TAKE PLACE WITHIN THE DRIPLINE OF THE TREES TO REMAIN. IF NECESSARY, THE CONTRACTOR SHALL PROTECT TREES WITH SUITABLE BARRICADES.

6. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC ACCESSES A PAVED ROADWAY.

WASTEWATER CONSTRUCTION GENERAL NOTES

STANDARDS AND SPECIFICATIONS

1. ALL WASTEWATER CONSTRUCTION MUST CONFORM TO ALL DORCHESTER COUNTY CONTRACT DOCUMENTS.

2. CONTRACTOR TO USE THE PIPE MATERIAL AS IT IS REFERENCED IN THE SPECIFICATIONS AND SHOWN ON THE CONSTRUCTION

DRAWINGS. ALL PROPOSED PVC PIPE SHALL HAVE A MINIMUM OF 36" OF COVER WHEN BEYOND 10-FT FROM THE 16-INCH WATER LINE AND MAINTAIN A MINIMUM OF 1.5-FT COVER FROM THE BOTTOM OF 16-INCH WATER LINE WHEN WITHIN 10-FT OF 16-INCH WATER LINE;

CONTRACTOR TO NOTIFY THE OWNER AND ENGINEER IF ANY PROJECT CONDITIONS REQUIRE A CHANCE IN PIPE MATERIAL.

3. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH THE LINES AND GRADES SHOWN ON THE PLANS AND TO

TOLERANCES STATED HEREIN OR IN THE SPECIFICATIONS.

4. CONSTRUCTION SHALL BE CARRIED OUT "IN THE DRY". THE CONTRACTOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF DEWATERING NECESSARY AND SHALL INCLUDE COSTS OF DEWATERING IN THE BID. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR CONTROL OF GROUND OR SURFACE WATER OR FOR ADDITIONAL MATERIALS OR REWORK REQUIRED AS A

RESULT OF INADEQUATE OR INSUFFICIENT DEWATERING.

5. ALL WORK TO BE PERFORMED FOR THE COMPLETION OF THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE BEST PRACTICES OF THE INDUSTRY AND IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND/OR CITY CODES, ORDINANCES, STANDARDS

AND PERMIT CONDITIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ANY PAVEMENT, DRIVEWAYS, SIDEWALKS, CURBS, AND ANY OTHER EXISTING STRUCTURE THAT MUST BE CUT, REMOVED, OR IS DAMAGED DURING OR AS A RESULT OF CONSTRUCTION. ALL ROAD REPAIRS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS AND APPROVED PERMIT PROVISIONS FROM DORCHESTER COUNTY.

7. COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS, AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTURE.

CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM WARRANTY START DATE WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

PERMITS, EASEMENTS, AND ACCESS

8. ALL WASTEWATER EASEMENTS MUST BE DRESSED AND GRASSED TO THE EXISTING GROUND SURFACE ELEVATION AND TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS PRIOR TO ACCEPTANCE. TREES SHALL NOT BE PLANTED IN THE PERMANENT

EASEMENT AREA.

9. IT IS THE RESPONSIBILITY OF THE OWNER TO ACQUIRE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS SHOWN IN THE CONSTRUCTION PLANS. CONTRACTOR SHALL PERFORM AND ACCOMPLISH ALL WORK, AS SHOWN IN THE CONSTRUCTION PLANS, WITHIN THE EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER. CONTRACTOR TO ENSURE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER. CONTRACTOR TO ENSURE ALL EASEMENTS, ACCESS, AND/OR RIGHT-OF-WAY HAVE

BEEN OBTAINED.

10. ALL PROPERTIES DISTURBED DURING OR AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO THE PRE-EXISTING CONDITION OR

BETTER.

11. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS IN WRITING AT LEAST TWO (2) BUSINESS DAYS PRIOR TO ANY INCONVENIENCE OR

DISRUPTION OF SERVICES AS A RESULT OF CONSTRUCTION.

12. CONTRACTOR SHALL NOT BLOCK ANY PROPERTY INGRESS/EGRESS AND IF NECESSARY, SHALL PROVIDE TEMPORARY CONSTRUCTION ACCESS TO PROPERTY OWNERS THROUGHOUT THE PROJECT. THE CONTRACTOR MAY STORE MATERIAL, WASTE, BORROW AND CONSTRUCTION EQUIPMENT WITHIN THE EXISTING UTILITY EASEMENTS AND PRE-DETERMINED LAY-DOWN AREAS BUT MAY NOT STORE OUTSIDE THOSE AREAS. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL EXCESS EXCAVATED MATERIAL TO AN APPROVED

LOCATION, REGARDLESS OF CONTENT.

EXISTING CONDITIONS

13. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS AND DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, ETC. AFFECTING THEIR WORK PRIOR TO CONSTRUCTION REFER TO REFERENCES FOR ALL INFORMATION INCORPORATED AS THE EXISTING CONDITIONS. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND STORM DRAINAGE PRIOR TO DIGGING AND IS RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WHICH MAY OCCUR

DURING CONSTRUCTION.

14. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF WASTEWATER PIPE FOR CONNECTION TO EXISTING WASTEWATER SYSTEMS. CONTRACTOR TO NOTIFY DORCHESTER COUNTY PRIOR TO CONNECTING TO ANY EXISTING WASTEWATER

FACILITIES AND A DORCHESTER COUNTY INSPECTOR MUST BE PRESENT WHILE CONNECTING.

EXISTING UTILITIES AND CONFLICTS

15. IF UTILITY FIELD RELOCATIONS ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION SCHEDULE WITH ALL UTILITY COMPANIES AS WELL AS ANY AFFECTED CITY AND COUNTY DEPARTMENTS BY PROVIDING A MINIMUM OF 48 HOURS NOTICE OF WHEN CONSTRUCTION WILL COMMENCE IN ORDER TO PERMIT FIELD LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. A TOLL-FREE NUMBER, 1-888-721-7787 IS AVAILABLE TO ASSIST IN SUCH COORDINATION EFFORTS BUT DOES NOT NECESSARILY REPRESENT ALL

UTILITY COMPANIES IN THE AREA REFER TO UTILITY PROVIDER CONTACTS.

16. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE

CONTRACTOR'S ACTIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH ANY SITE WORK WHICH INVOLVES A CONFLICT THAT

HAS ARISEN DURING CONSTRUCTION OF ANY WORK SHOWN ON THESE DRAWINGS.

18. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND SHALL IMMEDIATELY REPORT THE ENGINEER ANY DISCREPANCIES OR OMISSIONS DISCOVERED ON THE PLANS OR AT THE SITE. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO VERIFY THAT ALL LOCATIONS ARE CORRECT PRIOR TO COMMENCING CONSTRUCTION.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY COMPANY OR OWNER AS APPLICABLE TO STABILIZE UTILITY POLES AND REMOVE AND REPLACE EXISTING GUY WIRES AS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH THIS WORK.

20. CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY PRIOR TO BEGINNING CONSTRUCTION ON THE COUNTY'S FACILITIES TO REVIEW MATERIALS. A DORCHESTER COUNTY INSPECTOR MUST BE PRESENT WHEN CONNECTING TO THE COUNTY'S FACILITIES AT

MINIMUM OF 48 HOUR NOTICE SHALL BE GIVEN FOR ANY INSPECTIONS.

PROJECT COMPLETION AND CLOSEOUT

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING RECORD DRAWING INFORMATION INCLUDING, BUT NOT LIMITED TO, FINISHED GRADE ELEVATIONS, TIES TO EXISTING LINES OR STRUCTURES, VALVES, BENDS, SERVICE CONNECTIONS, ELEVATIONS OF PIPES WHERE DEPTH OF COVER VARIES FROM DESIGN, WASTEWATER OR STORMWATER MANHOLE RIM/TOP AND INVERT ELEVATIONS, CLEANOUTS AND SERVICE CONNECTIONS, PLUS LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL OTHER CONSTRUCTION

COMPONENTS WHICH VARY FROM THE DESIGN.

22. CONTRACTOR SHALL WARRANTY ALL WORK AND MATERIALS FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM COMPLETION DATE OF THE

PROJECT.

SHORT CUT ROAD (S

-89

US HIGHWAY 78 (US 78)

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SCDOT CONSTRUCTION NOTES:

NOTIFICATIONS

1. SCDOT SHALL BE NOTIFIED WHEN WORK DEFINED IN THIS PERMIT STARTS AS WELL AS WHEN THE WORK IS COMPLETED. SCDOT NOTIFICATION SHALL REFERENCE

THE SCDOT PERMIT NUMBER.

2. SCDOT AND DORCHESTER COUNTY PUBLIC WORKS SHALL BE GIVEN THE OPPORTUNITY OF ATTENDING ANY PRE -CONSTRUCTION MEETING PRIOR TO THE

BEGINNING OF WORK.

3. A COPY OF THE APPROVED PERMIT WILL BE MADE AVAILABLE TO THE SCDOT AT THE WORK SITE AT ALL TIMES.

4. ALL WORK PERFORMED IN CONNECTION WITH THIS PERMIT SHALL CONFORM TO THE SCDOT "A POLICY FOR ACCOMODATING UTILITIES ON HIGHWAY RIGHT

RIGHT-OF-WAY" MOST CURRENT EDITION.

5. WORK SHALL COORDINATE WITH SCDOT CONTRACTOR AS TO NOT INTERFERE NOR DELAY WORK BEING PERFORMED FOR SCDOT RESURFACING.

6. ALL CROSSLINE PIPES ARE TO BE LOCATED AND FLAGGED PRIOR TO BEGINNING OPERATION.

7. CONTRACTOR TO MAINTAIN ACCESS TO ALL PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION UNTIL FINAL INSPECTION AND APPROVAL IS OBTAINED. IF

IN THE COURSE OF CONSTRUCTION DRIVEWAYS ARE TO BE CUT AND ACCESS IMPAIRED THE CONTRACTOR WILL BE RESPONSIBLE TO INFORM EACH RESIDENT OF THE INCONVENIENCE AND THE TIME, DATE AND LENGTH OF THE WORK TO BE DONE. REPLACEMENT OF DRIVEWAY MATERIAL SHALL BE IN KIND.

WORK WITHIN SCDOT R/W

8. ALL CLEARING INSIDE THE SCDOT RIGHT-OF-WAY AND /OR ANY PROPOSED TEMPORARY CONSTRUCTION EASEMENTS WILL BE DONE IN ACCORDANCE WITH ALL SCDOT SPECIFICATIONS. ALL STUMPS AND DEBRIS WILL BE REMOVED FROM THE RIGHT-OF-WAY AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. THEN PROPER

DRAINAGE WILL WILL BE RESTORED TO ALL DISTURBED AREAS.

9. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE SIDE OF THE TRENCH AWAY FROM THE TRAVELED ROADWAY. NO EXCAVATED MATERIAL OR SPOIL IS TO BE PLACED ON THE PAVEMENT WITHOUT THE PERMISSION OF SCDOT, AND IF PERMISSION IS GRANTED, THIS MATERIAL MUST BE REMOVES DAILY, AS SOON AS POSSIBLE. THE ROADWAY IS TO BE CLEARED OF ALL THE MATERIALS IN A MANNER AS TO PROTECT THE EXISTING PAVEMENT. ANY PAVEMENT DESTROYED, OR

MARKED BY THIS OPERATION WILL BE REMOVED AND REPLACED AS REQUIRED.

10. ALL VALVES AND MANHOLES SHALL CONFORM TO THE EXISTING ELEVATION OF THE ROADWAY OR SHOULDER AND CONFORM TO THE ACCEPTED STANDARD.

WHEN THE VALVES AND MANHOLES WILL BE LOCATED OUT OF THE PAVEMENT, THEY SHALL NOT BE PLACED IN A DITCH FLOW LINE WITHOUT ENGINEER APPROVAL

AND 12-INCHES ADDITIONAL COVER, AT CONTRACTORS EXPENSE.

11. THERE SHALL BE NO EXCAVATION OF SOIL NEARER THAN TWO FEET FROM ANY PUBLIC UTILITY POLE OR APPURTENANT FACILITY WITHOUT THE WRITTEN CONSENT OF THE OWNER THEREOF. SPECIAL PERMISSION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER AN OPPORTUNITY TO BE HEARD IS

GIVEN THE OWNER OF SUCH POLE OR APPURTENANT FACILITY MAY BE GIVEN.

12. IF THE SIDE OF THE TRENCH, PIT OR ANY EXCAVATION IS WITHIN 5-FT FROM THE EDGE OF PAVEMENT OF HIGH VOLUME ROADWAYS AND/OR WITHIN 3-FT OF THE EDGE OF PAVEMENT FROM LOW VOLUME ROADWAYS, THE EXCAVATED AREA WILL BE BACKFILLED ENTIRELY WITH FLOWABLE FILL TO AN ELEVATION OF 6 INCHES FROM THE EXISTING GROUND ELEVATION. THEN BROUGHT TOO GRADE WITH SUITABLE TOPSOIL, COMPACTED TO 95% COMPACTION, GRADED, AND GRASSED AS

REQUIRED TO ELIMINATE ANY EROSION.

13. APPLICANT SHALL BE RESPONSIBLE FOR THE PLACEMENT OF SECURED STEEL PLATES ON OPEN CUT OF PAVEMENT IF WORK IS INCOMPLETE OR LEFT OVERNIGHT.

14. ALL OPEN EXCAVATIONS WITHIN SCDOT RIGHT-OF-WAY SHALL BE PROPERLY BARRICADED WHEN WORK IS NOT BEING PERFORMED. BORE PITS SHALL BE SAFELY

SECURED WHEN NOT IN USE AND CLOSED IMMEDIATELY AFTER INSTALLATION.

15. ALL PRESSURIZED UTILITY PIPE LINES CROSSING SCDOT ROADWAY EITHER IN AN OPEN CUT OR BY A BORING OPERATION ARE TO BE ENCASED IN A STEEL CASING

OR BE DUCTILE IRON PIPE (DIP) AS INDICATED ON PERMIT DRAWINGS.

RESURFACING AND RESTORATION WITHIN SCDOT R/W

16. TRENCH TO BE PROPERLY BACK -FILLED AND THOROUGHLY TAMPED PER NOTE 9 IN ACCORDANCE WITH SCDOT STANDARDS. THE ENTIRE DISTURBED AREA SHALL BE RE-SHAPED AND DRESSED IN A WORKMANSHIP LIKE MANNER AND ENSURING POSITIVE DRAINAGE.

17. WHEN ROADS ARE RESURFACED, SHOULDERS SHALL BE REGRADED TO THE EDGE OF PAVEMENT TO CONFORM TO SCDOT SPECIFICATIONS.

18. THE DITCHES, SHOULDERS, AND/OR DRAIN PIPES DISTURBED, REMOVED, OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY

RE-ESTABLISHED TO PROPER GRADE AND ORIGINAL CROSS SECTION TO PROVIDE POSITIVE DRAINAGE, REPLACED OR RESTORED TO ORIGINAL SIZE AND MATERIAL, STABILIZED, AND ALL DRAIN PIPES CLEARED TO ENSURE PROPER AND ADEQUATE DRAINAGE. ANY CHANGE IN PIPE SIZE OR TYPE WILL REQUIRE APPROVAL FROM SCDOT PRIOR TO CHANGE BEING MADE. ANY NEW PIPE WILL REMAIN UNCOVERED UNTIL SCDOT INSPECTION HAS BEEN COMPLETED AT WHICH

POINT IT MAY BE COVERED AND COMPACTED AS REQUIRED.

19. APPLICANT SHALL COMPLETE ALL REPAIRS OR REPLACEMENTS OF ASPHALT, SIDEWALKS, CURB AND GUTTER, PAVEMENT MARKINGS INCLUDING RPM'S USING THE APPROPRIATE DETAILS PER SCDOT STANDARD SPECIFICATIONS. ANY DISTURBED ITEMS SHALL BE RETURNED TO THEIR ORIGINAL STATE. ANY EXISTING PAVEMENT MARKINGS OR TRAFFIC SIGNAGE ALTERED DURING THE INSTALLATION OF THIS PERMITTED CONSTRUCTION WILL BE REPLACED BY THE PERMITTEE TO

THEIR ORIGINAL CONDITION AS SOON AS POSSIBLE.

20. APPLICANT SHALL BE RESPONSIBLE FOR ALL PAVEMENT REPAIRS IF BORING PROCEDURE CAUSES ANY DAMAGE TO THE PAVEMENT. IF DAMAGE OCCURS, APPLICANT SHALL NOTIFY THE SCDOT MAINTENANCE PERMITS OFFICE IMMEDIATELY.

21. APPLICANT SHALL BE RESPONSIBLE FOR ALL FUTURE MAINTENANCE OF ANY PAVEMENT DISTURBANCE CAUSED BY THE UTILITY INSTALLATION OR REPAIR.

22. RESTORATION WORK IS TO BE PERFORMED AS SOON AS POSSIBLE AFTER CONSTRUCTION SUCH THAT CONSTRUCTION IS NO FURTHER THAN 2000-LF AHEAD OF

RESTORATION. ANY AREA BEHIND THE WORK ZONE WILL BE RESTORED TO ITS TYPICAL SECTION AND PREPARED FOR FINAL GRADING, AND GRASSING

IMMEDIATELY AS WORK PROGRESSES.

23. CLEANUP AND EROSION CONTROL MEASURES IN AREAS WHERE CONSTRUCTION HAS BEEN COMPLETED WILL BE CONDUCTED DURING THE LIFE OF THE PROJECT.

24. WHEN IN SCDOT RIGHT OF WAY, THE ENTIRE DISTURBED AREA SHALL BE TOP -SOILED USING 3 INCHES OF SELECTED MATERIAL AND RE -GRASSED TO SCDOT

SPECIFICATIONS. ALL AREAS DISTURBED SHALL BE RESEEDED AND MONITORED UNTIL VEGETATION IS ESTABLISHED. SEE SCDOT "POLICY FOR SEEDING AND

EROSION CONTROL MEASURES INSIDE ROADWAY RIGHTS-OF-WAY".

TRAFFIC CONTROL WITHIN SCDOT R/W

25. CONTRACTOR SHALL SUBMIT 40 HOUR NOTIFICATION FORM TO SCDOT AND SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PLAN BEFORE CONSTRUCTION

BEGINS.

26. FLASHING ARROW BOARDS SHALL BE USED FOR ALL LANE CLOSURES ON PRIMARY ROUTES AND/OR ROADS WITH HIGH TRAFFIC VOLUMES.

27. TRAFFIC CONTROL, LIGHTS, SIGNS AND FLAG-MEN WILL BE FURNISHED BY CONTRACTOR AND WILL CONFORM TO PART VI OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE REMOVAL OF SUCH TRAFFIC HAZARDS AS MUD, DEBRIS, LOOSE STONE, AND TRASH AS MAY BE

WASHED OR SPILLED ON THE TRAVELED ROADWAY AS A RESULT OF THE PROPOSED WORK.

29. TRAFFIC CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR PER SCDOT SPECIFICATIONS AND STANDARD DRAWING SERIES 601 AND 610, AS

APPLICABLE, AND PER MUTCD SPECIFICATION SECTION 6H.01 (LATEST EDITION).

30. CONTRACTOR SHALL ENSURE ALL TRAFFIC SAFETY IS UPHELD AND PROVIDE ONE (1) LANE OPEN AT ALL TIMES.

TRIBUTARY

LINEAR FEET (LF)

± 144 -LF

± 136 -LF

± 182 -LF

AutoCAD SHX Text

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AutoCAD SHX Text Engineers, Inc.

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AutoCAD SHX Text 1 inch = ft.

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REVISION DESCRIPTIONDATE

CONSTRUCTION NOTES:

1. JURISDICTIONAL WETLANDS MAY NOT BE DISTURBED UNDER ANY

CONDITIONS WITHOUT PROPER US ARMY CORPS OF ENGINEERS PERMIT.

2. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE LIMITS OF

DISTURBANCE FOR EROSION CONTROL. IN AREAS WHERE WORK IS TO BE

PERFORMED ADJACENT TO A WATERWAY, WETLANDS, OR OTHER

SENSITIVE AREAS, INCLUDING DIRECTIONAL BORE CROSSINGS, DOUBLE

ROW SILT FENCE IS TO BE PLACED ON THE LOW SIDE OF THE LIMITS OF

DISTURBANCE.

3. CONTRACTOR TO MAINTAIN A MINIMUM COVER OF 3.0-FT ALONG THE

PROPOSED WASTEWATER LINE ROUTE IN AREAS OUTSIDE OF THE SCDOT

RIGHT-OF-WAY. CONTRACTOR TO MAINTAIN MINIMUM 42-INCHES (3.5-FT)

COVER BENEATH THE LOWEST POINT OF THE ROADWAY CROSS SECTION

INCLUDING ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES

WITHIN DOT R/W.

4. PROPOSED WASTEWATER LINE TO BE C900 DR18 PVC PIPE;

5. ALL BENDS, FITTINGS, AND VALVES ALONG THE WASTEWATER LINE MUST

HAVE A RESTRAINED JOINT WITH A SECTION OF RESTRAINED JOINT PIPE

ON EITHER SIDE OF THE FITTINGS AS SHOWN IN CONSTRUCTION DETAIL

ON SHEET C-4.1. ALL DIRECTIONAL BORES ALONG THE WASTEWATER LINE

MUST HAVE 100-FT OF RESTRAINED PIPE AT EITHER END OF THE BORE.

CONTRACTOR TO PROVIDE EXTENTS OF ALL PIPE RESTRAINT WITH

RED-LINE MARK-UPS UPON COMPLETION OF PROJECT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1.5-FT VERTICAL SEPARATION

BETWEEN FORCE MAIN AND EXISTING UTILITIES WHERE APPLICABLE.

7. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

8. CONTRACTOR TO RESURFACE DRIVEWAYS WITH LIKE MATERIALS WHERE

'CUT AND REPLACE' IS INDICATED FOR THE FULL WIDTH WITHIN THE

RIGHT-OF-WAY LIMITS (EDGE OF PAVEMENT TO EDGE OF R/W).

9. ALL PROPOSED WORK IS TO BE PERFORMED WITHIN THE SCDOT

RIGHT-OF-WAY.

1 REVISED ALIGNMENT PER COUNTY10/23/23

2 ISSUE FOR PERMITTING01/08/24

3 SCDOT COMMENTS04/02/24

4 ISSUE FOR BID08/26/24

5 ISSUE FOR RE-BID04/22/25

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Woodland High School Pump Station (Pump Station 20) Force Main

Plan View

STA: 0+00 TO 5+00

Woodland High School Pump Station (Pump Station 20) Force Main

Profile View

STA: 0+00 TO 5+00

Horiz Scale: 1"=40'

Vert Scale: 1"=4'

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EXISTING GRADE

EXISTING WETLANDS

N

SHORT CUT ROAD (S-89)

66-FT RIGHT-OF-WAY

55 MPH SPEED LIMIT

EXISTING PUMP STATION 20

(WOODLAND HIGH SCHOOL PUMP STATION)

TEMPORARY WETLAND IMPACTS

(± 0.005 ACRE)

10-FT WETLANDS BUFFER

PROPOSED 10-INCH C900

DR18 PVC FORCE MAIN

GRAPHIC SCALE

PROPOSED TIE-IN AT EXISTING FORCE MAIN (SEE INSET FOR

ADDITIONAL DETAILS. CONTRACTOR TO FIELD-LOCATE AND

VERIFY EXISTING INFRASTRUCTURE AND NOTIFY ALLIANCE

CONSULTING ENGINEERS, INC AND DORCHESTER COUNTY

THE RESULTS OF VERIFICATION AND COORDINATE FINAL

TIE-IN WITH ALLIANCE CONSULTING ENGINEERS, INC AND

DORCHESTER COUNTY)

I.E.=72.5

I.E.=70.58

I.E.=70.55

EXISTING DITCH (TYP.)

I.E.=72.53

UNDERGROUND FIBER

OPTIC LINE CROSSING

UNDERGROUND FIBER

OPTIC LINE CROSSING

APPROXIMATE LOCATION OF

EXISTING TREE LINE (TYP.)

EXISTING WATER LINE

13'

25'

50'

CLOSED VALVE

OPEN VALVE

PLUG

FOR FORCEMAIN

8LF - 8" PCV

8' FORCEMAIN

CLOSED VALVE

0+00 FORCEMAIN

CL OF VALVE VAULT=

0+00 GRAVITY SEWER

CL OF WET WELL=

INSET

Pump Station 20 Site Plan

Not To Scale

8" FORCEMAIN FOR

FUTURE - CLOSE VALVE

AT MAIN

12" WIDE DOUBLE GATE

FOR FORCEMAIN

40LF - 8" DIP

STA 0+10

NEW MANHOLE

SEWER INVERT

68.69

SEWER INVERT

68.81

30' STUB OUT OF

8" PVC SEWER

AND PLUG

FOR GRAVITY SEWER.

3LF - 8" DIP @ 0.24%

PROPOSED TIE-IN AT EXISTING FORCE MAIN (CONTRACTOR

TO FIELD-LOCATE AND VERIFY EXISTING INFRASTRUCTURE;

CONTRACTOR TO NOTIFY ALLIANCE CONSULTING ENGINEERS,

INC AND DORCHESTER COUNTY THE RESULTS OF

VERIFICATION AND COORDINATE FINAL TIE-IN WITH ALLIANCE

CONSULTING ENGINEERS, INC AND DORCHESTER COUNTY)

CONTRACT IV

CONTRACT III

IRONIRON

IRONIRON

SEWER LINE

BY OTHERS

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AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

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7.

0-

FT

1.

1.

1.

1.

.2

.0

PROPOSED 10-INCH C900 DR18 PVC FORCE MAIN

+/- 3,390-LF HORIZONTAL DIRECTIONAL BORE

WITH 10-INCH INNER DIAMETER HDPE PIPE OR

FUSIBLE PVC (SEE DETAIL SHEET C-4.1) TO

CROSS SHORT CUT ROAD, WETLANDS AND

INDIAN FIELD SWAMP

SHORT CUT ROAD

PAVEMENT LIMITS

HDPE OR FUSIBLE PVC

PROPOSED 10-INCH (I.D.)

10-FT MIN. COVER

BENEATH

SCDOT ROADWAY

FORCE MAIN

42-IN MIN. COVER

IN DOT R/W

DATE

REVISION

SH

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OF

FILE NAME:

REFERENCE FILE:

PROJECT NO.

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REVISION DESCRIPTIONDATE

CONSTRUCTION NOTES:

1. JURISDICTIONAL WETLANDS MAY NOT BE DISTURBED UNDER ANY

CONDITIONS WITHOUT PROPER US ARMY CORPS OF ENGINEERS PERMIT.

2. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE LIMITS OF

DISTURBANCE FOR EROSION CONTROL. IN AREAS WHERE WORK IS TO BE

PERFORMED ADJACENT TO A WATERWAY, WETLANDS, OR OTHER

SENSITIVE AREAS, INCLUDING DIRECTIONAL BORE CROSSINGS, DOUBLE

ROW SILT FENCE IS TO BE PLACED ON THE LOW SIDE OF THE LIMITS OF

DISTURBANCE.

3. CONTRACTOR TO MAINTAIN A MINIMUM COVER OF 3.0-FT ALONG THE

PROPOSED WASTEWATER LINE ROUTE IN AREAS OUTSIDE OF THE SCDOT

RIGHT-OF-WAY. CONTRACTOR TO MAINTAIN MINIMUM 42-INCHES (3.5-FT)

COVER BENEATH THE LOWEST POINT OF THE ROADWAY CROSS SECTION

INCLUDING ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES

WITHIN DOT R/W.

4. PROPOSED WASTEWATER LINE TO BE C900 DR18 PVC PIPE;

5. ALL BENDS, FITTINGS, AND VALVES ALONG THE WASTEWATER LINE MUST

HAVE A RESTRAINED JOINT WITH A SECTION OF RESTRAINED JOINT PIPE

ON EITHER SIDE OF THE FITTINGS AS SHOWN IN CONSTRUCTION DETAIL

ON SHEET C-4.1. ALL DIRECTIONAL BORES ALONG THE WASTEWATER LINE

MUST HAVE 100-FT OF RESTRAINED PIPE AT EITHER END OF THE BORE.

CONTRACTOR TO PROVIDE EXTENTS OF ALL PIPE RESTRAINT WITH

RED-LINE MARK-UPS UPON COMPLETION OF PROJECT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1.5-FT VERTICAL SEPARATION

BETWEEN FORCE MAIN AND EXISTING UTILITIES WHERE APPLICABLE.

7. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

8. CONTRACTOR TO RESURFACE DRIVEWAYS WITH LIKE MATERIALS WHERE

'CUT AND REPLACE' IS INDICATED FOR THE FULL WIDTH WITHIN THE

RIGHT-OF-WAY LIMITS (EDGE OF PAVEMENT TO EDGE OF R/W).

9. ALL PROPOSED WORK IS TO BE PERFORMED WITHIN THE SCDOT

RIGHT-OF-WAY.

1 REVISED ALIGNMENT PER COUNTY10/23/23

2 ISSUE FOR PERMITTING01/08/24

3 SCDOT COMMENTS04/02/24

4 ISSUE FOR BID08/26/24

5 ISSUE FOR RE-BID04/22/25

C-2.1

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Woodland High School Pump Station (Pump Station 20) Force Main

Plan View

STA: 5+00 TO 10+00

Woodland High School Pump Station (Pump Station 20) Force Main

Profile View

STA: 5+00 TO 10+00

Horiz Scale: 1"=40'

Vert Scale: 1"=4'

MATCHLINE

C-2.1

C-2.2

C -2

.1 C

-2 .0

C -2

.2 C

-2 .1

Know what's below.

before you dig.Call

R

EXISTING GRADE

+/- 3,390-LF HORIZONTAL DIRECTIONAL

BORE WITH 10-INCH INNER DIAMETER

HDPE PIPE OR FUSIBLE PVC (SEE

DETAIL SHEET C-4.1) TO CROSS

SHORT CUT ROAD, WETLANDS AND

INDIAN FIELD SWAMP

N

SHORT CUT ROAD (S-89)66-FT RIGHT-OF-WAY

55 MPH SPEED LIMIT

US HIGHW

AY 78 ( US 78)

RIGHT-OF-W

AY VARIES

55 MPH SPEED LIMIT

N/F

LYNN W JOHNSON

M

AT

C H

LI

N

E C

-2 .0

C -2

.1

GRAPHIC SCALE

START HORIZONTAL

DIRECTIONAL BORE

EXISTING DITCH (TYP.)

APPROXIMATE LOCATION OF

EXISTING TREE LINE (TYP.)

EXISTING WATER LINE

PROPOSED 10-INCH C900

DR18 PVC FORCE MAIN

.1

-F T

9.

6-

FT

START HORIZONTAL

DIRECTIONAL BORE

PROPOSED 10-INCH (I.D.)

HDPE FORCE MAIN

10.0-FT

5.0-FT

9.4-FT

PROPOSED 10-FT X 5-FT LAUNCH PIT

PROPOSED 10-FT X 5-FT LAUNCH PIT

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AutoCAD SHX Text Engineers, Inc.

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AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

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AutoCAD SHX Text

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.8

-F T

.0

.7

.9

.3

.6

.9

PROPOSED 10-INCH (I.D.) HDPE OR FUSIBLE PVC FORCE MAIN

+/- 3,390-LF HORIZONTAL DIRECTIONAL BORE WITH 10-INCH INNER

DIAMETER HDPE PIPE OR FUSIBLE PVC (SEE DETAIL SHEET C-4.1)

TO CROSS SHORT CUT ROAD, WETLANDS AND INDIAN FIELD

SWAMP

DATE

REVISION

SH

E

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P R

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C T

SHEET

OF

FILE NAME:

REFERENCE FILE:

PROJECT NO.

DWG NO.

Ph on e (8

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REVISION DESCRIPTIONDATE

CONSTRUCTION NOTES:

1. JURISDICTIONAL WETLANDS MAY NOT BE DISTURBED UNDER ANY

CONDITIONS WITHOUT PROPER US ARMY CORPS OF ENGINEERS PERMIT.

2. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE LIMITS OF

DISTURBANCE FOR EROSION CONTROL. IN AREAS WHERE WORK IS TO BE

PERFORMED ADJACENT TO A WATERWAY, WETLANDS, OR OTHER

SENSITIVE AREAS, INCLUDING DIRECTIONAL BORE CROSSINGS, DOUBLE

ROW SILT FENCE IS TO BE PLACED ON THE LOW SIDE OF THE LIMITS OF

DISTURBANCE.

3. CONTRACTOR TO MAINTAIN A MINIMUM COVER OF 3.0-FT ALONG THE

PROPOSED WASTEWATER LINE ROUTE IN AREAS OUTSIDE OF THE SCDOT

RIGHT-OF-WAY. CONTRACTOR TO MAINTAIN MINIMUM 42-INCHES (3.5-FT)

COVER BENEATH THE LOWEST POINT OF THE ROADWAY CROSS SECTION

INCLUDING ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES

WITHIN DOT R/W.

4. PROPOSED WASTEWATER LINE TO BE C900 DR18 PVC PIPE;

5. ALL BENDS, FITTINGS, AND VALVES ALONG THE WASTEWATER LINE MUST

HAVE A RESTRAINED JOINT WITH A SECTION OF RESTRAINED JOINT PIPE

ON EITHER SIDE OF THE FITTINGS AS SHOWN IN CONSTRUCTION DETAIL

ON SHEET C-4.1. ALL DIRECTIONAL BORES ALONG THE WASTEWATER LINE

MUST HAVE 100-FT OF RESTRAINED PIPE AT EITHER END OF THE BORE.

CONTRACTOR TO PROVIDE EXTENTS OF ALL PIPE RESTRAINT WITH

RED-LINE MARK-UPS UPON COMPLETION OF PROJECT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1.5-FT VERTICAL SEPARATION

BETWEEN FORCE MAIN AND EXISTING UTILITIES WHERE APPLICABLE.

7. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

8. CONTRACTOR TO RESURFACE DRIVEWAYS WITH LIKE MATERIALS WHERE

'CUT AND REPLACE' IS INDICATED FOR THE FULL WIDTH WITHIN THE

RIGHT-OF-WAY LIMITS (EDGE OF PAVEMENT TO EDGE OF R/W).

9. ALL PROPOSED WORK IS TO BE PERFORMED WITHIN THE SCDOT

RIGHT-OF-WAY.

1 REVISED ALIGNMENT PER COUNTY10/23/23

2 ISSUE FOR PERMITTING01/08/24

3 SCDOT COMMENTS04/02/24

4 ISSUE FOR BID08/26/24

5 ISSUE FOR RE-BID04/22/25

C-2.2

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Woodland High School Pump Station (Pump Station 20) Force Main

Plan View

STA: 10+00 TO 15+00

Woodland High School Pump Station (Pump Station 20) Force Main

Profile View

STA: 10+00 TO 15+00

Horiz Scale: 1"=50' Vert Scale: 1"=5'

M

ATC

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-2.2

M

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-2.1 C

-2.2

C -2.3

C -2.2

C -2.1

C -2.3

C -2.2

Know what's below.

before you dig.Call

R

EXISTING GRADE

EXISTING WETLANDS

10-FT WETLANDS BUFFER

N

US HIGHWAY 78 ( US 78)

RIGHT-OF-WAY VARIES

55 MPH SPEED LIMIT

N/F

LYNN W JOHNSON

CONTRACTOR TO COORDINATE

UTILITY POLE SUPPORT WITH

UTILITY COMPANY (TYP.)

EXISTING TRIBUTARY

EXISTING STREAM

GRAPHIC SCALE

+/- 3,390-LF HORIZONTAL DIRECTIONAL

BORE WITH 10-INCH INNER DIAMETER

HDPE OR FUSIBLE PVC PIPE (SEE

DETAIL SHEET C-4.1) TO CROSS

SHORT CUT ROAD, WETLANDS AND

INDIAN FIELD SWAMP

APPROXIMATE LOCATION OF

EXISTING TREE LINE (TYP.)

EXISTING WATER LINE

.4

-F T

.0

-F T21

.0 -F

T

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AutoCAD SHX Text Engineers, Inc.

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AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

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AutoCAD SHX Text

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.0

-F T

.8

-F T

.9

.5

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.6

.0

+/- 3,390-LF HORIZONTAL DIRECTIONAL BORE WITH 10-INCH INNER

DIAMETER HDPE PIPE OR FUSIBLE PVC (SEE DETAIL SHEET C-4.1)

TO CROSS SHORT CUT ROAD, WETLANDS AND INDIAN FIELD

SWAMP

PROPOSED 10-INCH (I.D.) HDPE OR FUSIBLE PVC FORCE MAIN

DATE

REVISION

SH

E

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P R

O

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C T

SHEET

OF

FILE NAME:

REFERENCE FILE:

PROJECT NO.

DWG NO.

Ph on e (8

) 2

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(8

) 2

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Bo na ve nt ur e

II

, S ui te

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01,1611-D28

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REVISION DESCRIPTIONDATE

CONSTRUCTION NOTES:

1. JURISDICTIONAL WETLANDS MAY NOT BE DISTURBED UNDER ANY

CONDITIONS WITHOUT PROPER US ARMY CORPS OF ENGINEERS PERMIT.

2. CONTRACTOR TO INSTALL SILT FENCE ALONG LOW SIDE OF THE LIMITS OF

DISTURBANCE FOR EROSION CONTROL. IN AREAS WHERE WORK IS TO BE

PERFORMED ADJACENT TO A WATERWAY, WETLANDS, OR OTHER

SENSITIVE AREAS, INCLUDING DIRECTIONAL BORE CROSSINGS, DOUBLE

ROW SILT FENCE IS TO BE PLACED ON THE LOW SIDE OF THE LIMITS OF

DISTURBANCE.

3. CONTRACTOR TO MAINTAIN A MINIMUM COVER OF 3.0-FT ALONG THE

PROPOSED WASTEWATER LINE ROUTE IN AREAS OUTSIDE OF THE SCDOT

RIGHT-OF-WAY. CONTRACTOR TO MAINTAIN MINIMUM 42-INCHES (3.5-FT)

COVER BENEATH THE LOWEST POINT OF THE ROADWAY CROSS SECTION

INCLUDING ANY DRAINAGE STRUCTURE AND/OR DITCHES OR SWALES

WITHIN DOT R/W.

4. PROPOSED WASTEWATER LINE TO BE C900 DR18 PVC PIPE;

5. ALL BENDS, FITTINGS, AND VALVES ALONG THE WASTEWATER LINE MUST

HAVE A RESTRAINED JOINT WITH A SECTION OF RESTRAINED JOINT PIPE

ON EITHER SIDE OF THE FITTINGS AS SHOWN IN CONSTRUCTION DETAIL

ON SHEET C-4.1. ALL DIRECTIONAL BORES ALONG THE WASTEWATER LINE

MUST HAVE 100-FT OF RESTRAINED PIPE AT EITHER END OF THE BORE.

CONTRACTOR TO PROVIDE EXTENTS OF ALL PIPE RESTRAINT WITH

RED-LINE MARK-UPS UPON COMPLETION OF PROJECT.

6. CONTRACTOR TO MAINTAIN MINIMUM 1.5-FT VERTICAL SEPARATION

BETWEEN FORCE MAIN AND EXISTING UTILITIES WHERE APPLICABLE.

7. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND

STORM DRAINAGE INFRASTRUCTURE PRIOR TO DIGGING AND MAINTAIN

THE NECESSARY SEPARATION TO AVOID DAMAGING UTILITIES OR

DRAINAGE INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR

REMEDIATION OF ANY DAMAGES WHICH OCCUR DURING CONSTRUCTION.

8. CONTRACTOR TO RESURFACE DRIVEWAYS WITH LIKE MATERIALS WHERE

'CUT AND REPLACE' IS INDICATED FOR THE FULL WIDTH WITHIN THE

RIGHT-OF-WAY LIMITS (EDGE OF PAVEMENT TO EDGE OF R/W).

9. ALL PROPOSED WORK IS TO BE PERFORMED WITHIN THE SCDOT

RIGHT-OF-WAY.

1 REVISED ALIGNMENT PER…