ATTACHMENT_B_Drawings_Pecan_Tree_Road_New_Water_and_Sewer_Line_Extensions.pdf
PDF 11 MB Posted
- Attached to
- Pecan Tree Road Water & Sewer Line Extensions
- Solicitation number
- 2026-01A
- Issued by
- Dorchester County, South Carolina
About this file
This document is a comprehensive set of engineering design plans for the Pecan Tree Road Water & Sewer Line Extension project by the Dorchester County Water and Sewer Department in South Carolina. The project involves installing new 16-inch water lines and 12-inch sewer lines that will cross US Highway 78 and the Norfolk & Southern Railroad right-of-way. The plans, dated March 2024, include 13 detailed sheets covering overall project layout, plan and profile views, water and sewer line details, and traffic control specifications. The proposed infrastructure extensions will traverse multiple parcels owned by Port 95 TC-B2 LLC and Gannett Enterprises LLC, with temporary construction easements secured.
The design documents provide extensive technical details including precise elevation profiles, utility crossing specifications, erosion control measures, and installation guidelines. The project includes multiple components such as steel casing for utility protection, sediment control procedures, and specific requirements for trench construction, valve installations, and manholes. The plans incorporate standard engineering practices from the South Carolina Department of Health and Environmental Control, with detailed drawings for water service connections, sewer line configurations, and traffic management during construction. The documents are prepared for bidding purposes, indicating the project is currently in the procurement phase and seeking contractor proposals for implementation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ATTACHMENT_A_Specifications_Pecan_Tree_Water_and_Sewer.pdf | ||
| ATTACHMENT_C_Virtual_Links.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C O
V E
R S
H E
E T
D O
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T
PECAN TREE ROAD
NEW WATER & SEWER
LINE EXTENSIONS
DORCHESTER COUNTY, SOUTH CAROLINA
TABLE OF CONTENTS
SHEET 1 - COVER SHEET
SHEET 2 - GENERAL NOTES
SHEET 3 - OVERALL VIEW
SHEET 4 - PLAN & PROFILE 16" WATER LINE
SHEET 5 - PLAN & PROFILE 16" WATER LINE
SHEET 6 - PLAN & PROFILE 16" WATER LINE
SHEET 7 - PLAN & PROFILE 12" SEWER LINE 1
SHEET 8 - PLAN & PROFILE 12" SEWER LINE 2
SHEET 9 - PLAN & PROFILE 12" SEWER LINE 2
SHEET 10 - PLAN & PROFILE FOR TELECOMM CASING
SHEET 11 - WATER DETAILS
SHEET 12 - SEWER DETAILS
SHEET 13 - TRAFFIC CONTROL PLAN DETAILS
R
Know what's below.
before you dig.Call
SITE
COVER
SHEET
US HIGHWAY 78
200' NORFOLK & SOUTHERN RAILROAD RIGHT OF WAY
PE
CA
N
TR
EE
R
OA
D
R
IG
HT
-O
F- W
AY
V
AR
IE
S
DCWS PS121
EXISTING 12"
FORCE MAIN
EXISTING
RECLAIMED
WATER LINE
W
IN
DI
NG
W
OO
DS
R
OA
DTO SAINT GEORGE
TO SUMMERVILLE
EXISTING 12"
GRAVITY
SEWER LINE
TEMPORARY
CONSTRUCTION
EASEMENTS
TMS 059-00-00-116
OWNED BY
PORT 95 TC-B2 LLC
PLAT CAB N, PG 62
TMS 059-00-00-115
OWNED BY
PORT 95 TC-B3 LLC
PLAT CAB N, PG 62
TMS 059-00-00-042
OWNED BY
GANNETT ENTERPRISES LLC
PLAT CAB L, PG 43
TMS 059-00-00-009
OWNED BY
GANNETT ENTERPRISES LLC
PLAT CAB L, PG 43
P E
C A
N T
R E
E R
O A
D W
A T
E R
S
E W
E R
L
IN
E E
X T
E N
S
IO
N
PROPOSED 16"
CASING
(TELECOM)
PROPOSED 12"
GRAVITY SEWER
LINES
PROPOSED 16"
WATER LINE
FOR BID
AutoCAD SHX Text DMH #3 N: 487,736.66 E: 2,143,692.28 FR: 82.05 INV. IN: 75.01 (E) INV. OUT: 72.25 (W)
AutoCAD SHX Text
280 LF 8" PVC - SDR 26
AutoCAD SHX Text @ 0.43%
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
MARCH 2024
AutoCAD SHX Text bjs
AutoCAD SHX Text
"NTS"
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text SWPPP NOTE: : I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AS AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000. ANTONIO CARLOS RAGOS, P.E. #29604
AutoCAD SHX Text CONTACTS: CARL RAGOS, PE, MBA WATER AND SEWER PRINCIPAL ENGINEER DORCHESTER COUNTY WATER AND SEWER 235 DEMING WAY SUMMERVILLE, SC 29483 843-832-0093 LARRY HARPER WATER AND SEWER DIRECTOR 235 DEMING WAY SUMMERVILLE, SC 29483 843-832-0075
AutoCAD SHX Text
ST. GEORGE AIRPORT
AutoCAD SHX Text
HORNE TAYLOR RD
AutoCAD SHX Text
BYRD
AutoCAD SHX Text
PECAN TREE RD
AutoCAD SHX Text
WINDING WOODS RD
AutoCAD SHX Text
HWY 15
AutoCAD SHX Text
ST. GEORGE
AutoCAD SHX Text
HWY 15
AutoCAD SHX Text
ST GEORGE COUNTRY CLUB
AutoCAD SHX Text
GUM BRANCH RD
AutoCAD SHX Text
1ST TEXAS RD
AutoCAD SHX Text
SPRING RD
AutoCAD SHX Text
COUNTRY CLUB DR
AutoCAD SHX Text
SUGAR HILL RD
AutoCAD SHX Text
GATOR LOOP
AutoCAD SHX Text I-95
AutoCAD SHX Text
RAILROAD
AutoCAD SHX Text
US HWY 78
AutoCAD SHX Text
BENCH MARK 5654 ELEV:83.64'
AutoCAD SHX Text
BENCH MARK 5232 ELEV:83.02'
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
G E
N E
R A
L N
O T
E S
D O
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T
FLAT-BOTTOM TRENCH DETAIL V-SHAPED TRENCH DETAIL
SILT FENCE INSTALLATION2" x 2" wood stakes or
1.25 #/ft Steel Post
2.0'Minimum2.0' Spacing (Typical) Continuous Along Tube
48" Minimum Length
FLOW
Stakes Placed at 2' Minimum Spacing
MAX. SEDIMENT TUBE SPACINGSLOPE
4%
SEDIMENT TUBE SPACING
3% 2%
LESS THAN 2%
50-FEET
40-FEET
30-FEET
25-FEET
5% 6%
GREATER THAN 6%
150-FEET
100-FEET
75-FEET
SEDIMENT TUBE INSTALLATION
R
Know what's below.
before you dig.Call GENERAL
NOTES
P E
C A
N T
R E
E R
O A
D W
A T
E R
S
E W
E R
L
IN
E E
X T
E N
S
IO
N
AutoCAD SHX Text
MH
AutoCAD SHX Text
RIGHT-OF-WAY LINE
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
EXISTING WATER LINE
AutoCAD SHX Text
FIBER OPTIC LINE
AutoCAD SHX Text
TELEPHONE LINE
AutoCAD SHX Text
UNDERGROUND POWER
AutoCAD SHX Text
TEMPORARY CONSTRICTION EASEMENT
AutoCAD SHX Text
PIPE CASING
AutoCAD SHX Text
EXISTING CHAIN LINK FENCE
AutoCAD SHX Text
EXISTING SEWER LINE
AutoCAD SHX Text
NEW 16" WATER LINE
AutoCAD SHX Text
NEW SEWER LINE
AutoCAD SHX Text
EXISTING WATER VALVE
AutoCAD SHX Text
EXISTING WATER LINE REDUCER
AutoCAD SHX Text
NEW WATER VALVE
AutoCAD SHX Text
NEW WATER LINE 45° BEND
AutoCAD SHX Text
NEW WATER LINE REDUCER
AutoCAD SHX Text
NEW SEWER MANHOLE
AutoCAD SHX Text
EXISTING SEWER MANHOLE
AutoCAD SHX Text
NEW WATER TEE
AutoCAD SHX Text
LEGEND:
AutoCAD SHX Text
SS
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text 03-03-22bjs
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text CONTRACTOR NOTES: : 1. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF ANY NEW LINES (WATER/SEWER/COMMUNICATION). ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION OF ANY NEW LINES (WATER/SEWER/COMMUNICATION). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF DORCHESTER COUNTY WATER AND SEWER WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF DORCHESTER COUNTY WATER AND SEWER WITH REGARDS TO MATERIALS AND INSTALLATION OF NEW LINES. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ANY UTILITY COMPANY WHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE, INCURRED BY ANY UTILITY COMPANY, TO THEIR LINES AS A RESULT OF HIS ACTIVITIES, WHETHER THESE LINES ARE SHOWN ON THE CONSTRUCTION PLANS OR NOT. 4. THE CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY WATER AND SEWER FOR ALL INSTALLATION REQUIREMENTS AND THE CONTRACTOR SHALL COORDINATE WITH DORCHESTER COUNTY WATER AND SEWER FOR ALL INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 5. THE CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP ANY WATER MAIN THE CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP ANY WATER MAIN BELONGING TO DORCHESTER COUNTY WATER AND SEWER UNLESS DULY AUTHORIZED TO DO SO BY DORCHESTER COUNTY WATER AND SEWER. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC SHALL BE THE LIABILITY OF THE CONTRACTOR.
AutoCAD SHX Text
MAXIMUM SPACING = 6 FT.
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
BACKFILL TRENCH WITH COMPACTED EARTH
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
COMPACTED EARTH
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
8-IN.
AutoCAD SHX Text
4-IN.
AutoCAD SHX Text
18-IN. (MINIMUM)
AutoCAD SHX Text
18-IN. (MINIMUM)
AutoCAD SHX Text
8-IN.
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
RUNOFF
AutoCAD SHX Text
18-IN. TO 24-IN.
AutoCAD SHX Text
BURY FABRIC
AutoCAD SHX Text
USE EITHER FLAT-BOTTOM OR V-BOTTOM TRENCH SHOWN BELOW
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
1.25 LB./LINEAR FT. STEEL POSTS
AutoCAD SHX Text
HEAVY DUTY PLASTIC TIE FOR STEEL POSTS
AutoCAD SHX Text
18-IN. TO 24-IN.
AutoCAD SHX Text
%%USEDIMENT TUBES - GENERAL NOTES
AutoCAD SHX Text
1. Sediment tubes may be installed along contours, in drainage Sediment tubes may be installed along contours, in drainage conveyance channels, and around inlets to help prevent off-site discharge of sediment-laden stormwater runoff. 2. Sediment tubes are elongated tubes of compacted geotextiles, Sediment tubes are elongated tubes of compacted geotextiles, curled excelsior wood, natural coconut fiber, or hardwood mulch. Straw, pine needle, and leaf mulch-filled sediment tubes are not permitted. 3. The outer netting of the sediment tube should consist of The outer netting of the sediment tube should consist of seamless, high-density polyethylene photodegradable materials treated with ultraviolet stabilizers or a seamless, high-density polyethylene non-degradable material. 4. Sediment tubes, when used as checks within channels, should Sediment tubes, when used as checks within channels, should range between 18-inches and 24-inches depending on channel dimensions. Diameters outside this range may be allowed where necessary when approved. 5. Curled excelsior wood, or natural coconut products that are Curled excelsior wood, or natural coconut products that are rolled up to create a sediment tube are not allowed. 6. Sediment tubes should be staked using wooden stakes (2-inch Sediment tubes should be staked using wooden stakes (2-inch X 2-inch) or steel posts (standard "U" or "T" sections with a minimum weight of 1.25 pounds per foot) at a minimum of 48-inches in length placed on 2-foot centers. 7. Install all sediment tubes to ensure that no gaps exist Install all sediment tubes to ensure that no gaps exist between the soil and the bottom of the tube. Manufacturer's recommendations should always be consulted before installation. 8. The ends of adjacent sediment tubes should be overlapped The ends of adjacent sediment tubes should be overlapped 6-inches to prevent flow and sediment from passing through the field joint. 9. Sediment tubes should not be stacked on top of one another, Sediment tubes should not be stacked on top of one another, unless recommended by manufacturer. 10. Each sediment tube should be installed in a trench with a Each sediment tube should be installed in a trench with a depth equal to 1/5 the diameter of the sediment tube. 11. Sediment tubes should continue up the side slopes a minimum Sediment tubes should continue up the side slopes a minimum of 1-foot above the design flow depth of the channel. 12. Install stakes at a diagonal facing incoming runoff.
AutoCAD SHX Text
1. The key to functional sediment tubes is weekly inspections, The key to functional sediment tubes is weekly inspections, routine maintenance, and regular sediment removal. 2. Regular inspections of sediment tubes shall be conducted Regular inspections of sediment tubes shall be conducted once every calendar week and, as recommended, within 24-hours after each rainfall even that produces 1/2-inch or more of precipitation. 3. Attention to sediment accumulations in front of the Attention to sediment accumulations in front of the sediment tube is extremely important. Accumulated sediment should be continually monitored and removed when necessary. 4. Remove accumulated sediment when it reaches 1/3 the Remove accumulated sediment when it reaches 1/3 the height of the sediment tube. 5. Removed sediment shall be placed in stockpile storage areas or spread thinly across disturbed area. Stabilize the removed sediment after it is relocated. 6. Large debris, trash, and leaves should be removed from in Large debris, trash, and leaves should be removed from in front of tubes when found. 7. If erosion causes the edges to fall to a height equal to If erosion causes the edges to fall to a height equal to or below the height of the sediment tube, repairs should be made immediately to prevent runoff from bypassing tube. 8. Sediment tubes should be removed after the contributing Sediment tubes should be removed after the contributing drainage area has been completely stabilized. Permanent vegetation should replace areas from which sediment tubes have been removed.
AutoCAD SHX Text
%%USEDIMENT TUBES - INSPECTION & MAINTENANCE
AutoCAD SHX Text 5.
AutoCAD SHX Text
AS NECESSARY TO PREVENT REOCCURRENCE OF DAMAGE.
AutoCAD SHX Text
DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES
AutoCAD SHX Text
THE CONTRACTOR SHALL IMMEDIATELY CLEANUP AND REPAIR ALL EROSION
AutoCAD SHX Text 4.
AutoCAD SHX Text 3.
AutoCAD SHX Text 2.
AutoCAD SHX Text
%%U SEDIMENT AND EROSION CONTROL PROCEDURES
AutoCAD SHX Text 1.
AutoCAD SHX Text
DURING CLEARING AND EARTHWORK ACTIVITIES THE CONTRACTOR SHALL
AutoCAD SHX Text
INSTALL ALL EROSION CONTROL DEVICES SPECIFIED AND AS INDICATED
AutoCAD SHX Text
ON THE DRAWINGS. DURING EACH PHASE OF SITE CONSTRUCTION THE
AutoCAD SHX Text
CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS
AutoCAD SHX Text
APPLICABLE ALL EROSION CONTROL DEVICES AND MEASURES NECESSARY
AutoCAD SHX Text
TO PREVENT SOIL EROSION AND SEDIMENT DISCHARGE FROM THE SITE.
AutoCAD SHX Text
IN ADDITION TO SPECIFIED TEMPORARY GRASSING AND STANDARD
AutoCAD SHX Text
PROTECTION AS DETAILED. ALL DRAINAGE STRUCTURES SHALL HAVE
AutoCAD SHX Text
GEOTEXTILE FABRIC PLACED OVER ALL FRAMES AND GRATES TO PREVENT
AutoCAD SHX Text
SEDIMENT ENTRY INTO NEW STRUCTURES AND CONDUITS. ALL SEDIMENT
AutoCAD SHX Text
SHALL BE CLEANED OUT OF STRUCTURES AND CONDUITS REGULARLY.
AutoCAD SHX Text
TEMPORARY GRASSING AND SILT FENCE FILTER BARRIERS SHALL BE
AutoCAD SHX Text
INSTALLED AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE AND
AutoCAD SHX Text
LANDSCAPING IS INSTALLED.
AutoCAD SHX Text
SILT FENCE SHALL BE MAINTAINED AROUND THE DOWNSTREAM PERIMETER
AutoCAD SHX Text
OF ALL ACTIVE EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT
AutoCAD SHX Text
ONTO ADJACENT PROPERTIES.
AutoCAD SHX Text
%%UDHEC-OCRM STANDARD EROSION CONTROL NOTES
AutoCAD SHX Text
1. SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times SWPPP, inspection records, and rainfall data must be kept onsite or within thirty (30) minutes of the site at all times from the date of commencement of construction activities to the date that final stabilization is achieved. These items should be in a designated area that is accessible to the inspectors. SWPPP inspections must be completed by a certified inspector. 2. If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in If necessary, slopes, which exceed eight (8) vertical feet should be stabilized with synthetic or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope drains during construction. Temporary berms may be needed until the slope is brought to grade. 3. Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than fourteen (14) days after work has ceased, except as stated below. a. Where stabilization by the 14th day is precluded buy snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. b. Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be Where construction activity on a portion of the site is temporarily ceased, and earth-disturbing activities will be resumed within 14 days, temporary stabilization measures do not have to be initiated on that portion of the site. 4. All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other All sediment and erosion control devices shall be inspected once every calendar week. If periodic inspection or other information indicates that a BMP has been inappropriately or incorrectly installed, the Permittee must address the necessary replacement or modification required to correct the BMP within 48 hours of identification. 5. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. Provide silt fence and/or other control devices, as may be required, to control soil erosion during utility construction. All disturbed areas shall be cleaned, graded, and stabilized with grassing immediately after the utility installation. Fill, cover, and temporary seeding at the end of each day are recommended. If water is encountered while trenching, the water should be filtered to remove sediment before being pumped back into any waters of the State. 6. All erosion control devices shall be properly maintained during all phases of construction until the completion of all All erosion control devices shall be properly maintained during all phases of construction until the completion of all construction activities and all disturbed areas have been stabilized. Additional control devices may be required during construction in order to control erosion and/or offsite sedimentation. All temporary control devices shall be removed once construction is complete and the site is stabilized. 7. The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction The contractor must take necessary action to minimize the tracking of mud onto paved roadway(s) from construction areas and the generation of dust. The contractor shall daily remove mud/soil from pavement, as may be required. 8. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Residential subdivisions require erosion control features for infrastructure as well as for individual lot construction. Individual property owners shall follow these plans during construction or obtain approval of an individual plan in accordance with S.C Reg. 72-300 et seq. and SCR100000. 9. Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from Temporary diversion berms and/or ditches will be provided as needed during construction to protect work areas from upslope runoff and/or to divert sediment-laden water to appropriate traps or stable outlets. 10. All waters of the State (WoS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double All waters of the State (WoS), including wetlands, are to be flagged or otherwise clearly marked in the field. A double row of silt fence is to be installed in all areas where a 50-foot buffer can't be maintained between the disturbed area and all WoS. A 10-foot buffer should be maintained between the last row of silt fence and all WoS. 11. Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of Litter, construction debris, oils, fuels, and building products with significant potential for impact (such as stockpiles of freshly treated lumber) and construction chemicals that could be exposed to storm water must be prevented from becoming a pollutant source in storm water discharges. 12. Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have Initiate stabilization measures on any exposed steep slope (3H:1V or greater) where land-disturbing activities have permanently or temporarily ceased and will not resume for a period of 7 calendar days. 13. Minimize the topsoil compaction and, unless infeasible, preserve topsoil Minimize the topsoil compaction and, unless infeasible, preserve topsoil 14. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 15. Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be Minimize the discharge of pollutants from dewatering of trenches and excavated areas. These discharges are to be routed through appropriate BMPs (sediment basin, filter bag, etc.). 16. The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an The following discharges from sites are prohibited: a. Wastewater from washout of concrete, unless managed by an appropriate control b. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds, and other construction materials; c. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and d. Soaps or solvents used in vehicle cleaning and equipment washing. Soaps or solvents used in vehicle cleaning and equipment washing. 17. After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week After construction activities begin, inspections must be conducted at a minimum of at least once every calendar week and must be conducted until final stabilization is reached on all areas of the construction sites 18. If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this If existing BMPs need to be modified or if additional BMPs are necessary to comply with the requirements of this permit and/or SC's Water Quality Standards, implementation must be completed before the next storm event whenever practicable. If implementation before the next storm event is impracticable, the situation must be documented in the SWPPP and alternative BMPs must be implemented as soon as reasonably possible. 19. A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the A Pre-Construction Conference must be held for each construction site with an approved On-Site SWPPP prior to the implementation of construction activities. For non-linear projects that disturb 10 acres or more this conference must be held on-site unless the Department has approved otherwise.
AutoCAD SHX Text 6.
AutoCAD SHX Text
CONTRACTOR.
AutoCAD SHX Text
PERMANENT GRASSING OF ALL DISTURBED AREAS TO BE PERFORMED BY
AutoCAD SHX Text 7.
AutoCAD SHX Text
ALL SILT FENCE IS TO BE REMOVED UPON COMPLETION OF THIS PROJECT.
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
V
E R
A
LL
P
LA
N D
O R
C H
E S
T E
R C
O U
N T
Y W
A T
E R
A N
D S
E W
E R
D E
P A
R T
M E
N T
OVERALL
PLAN
P E
C A
N T
R E
E R
O A
D W
A T
E R
S
E W
E R
L
IN
E E
X T
E N
S
IO
N
0 40 80 160
SCALE 1"=40'
AutoCAD SHX Text
ATT
AutoCAD SHX Text
PED
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
IE=80.42'
AutoCAD SHX Text
PP
AutoCAD SHX Text
PP
AutoCAD SHX Text
IE=80.31'
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
PED
AutoCAD SHX Text
15" ADS
AutoCAD SHX Text
EXISTING 12" WATERLINE
AutoCAD SHX Text 25.00
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
PED
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
EX. RECLAIMED WATER
AutoCAD SHX Text
SS
AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
AutoCAD SHX Text 31.01
AutoCAD SHX Text 27.14
AutoCAD SHX Text 26.85
AutoCAD SHX Text 37.48
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text MARCH 2024bjs 1"=40' 1"=40'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
S.C. GRID-NAD83
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
US HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text
TMS#059-00-00-042 TRACT 1 GANNETT ENTERPRISES LLC DEED BOOK 015146-280
AutoCAD SHX Text
PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116 P.B. L, PG. 194
AutoCAD SHX Text
200' RIGHT-OF-WAY NORFOLK SOUTHERN RAILROAD
AutoCAD SHX Text
PECAN TREE ROAD RIGHT OF WAY VARIES
AutoCAD SHX Text TMS#059-00-00-009 GANNETT ENTERPRISES LLC PLAT CABINET L, PAGE 43 DEED BOOK 015146-280
AutoCAD SHX Text
EXISTING 30' DCWS EASEMENT
AutoCAD SHX Text
EXISTING 10' DCWS EASEMENT
AutoCAD SHX Text
WINDING WOODS ROAD 66' RIGHT OF WAY
AutoCAD SHX Text
EXISTING 20' DCWS EASEMENT
AutoCAD SHX Text
10" RECLAIMED WATER LINE (DRY)
AutoCAD SHX Text
EXT 12" WATER LINE
AutoCAD SHX Text
EXT SEWER LINE
AutoCAD SHX Text
EXT 12" WATER LINE
AutoCAD SHX Text
NEW 16" WATER LINE
AutoCAD SHX Text
NEW 12" SEWER LINE 2
AutoCAD SHX Text
NEW 12" SEWER LINE 1
AutoCAD SHX Text
NEW 12" SEWER LINE 2
AutoCAD SHX Text
MH 2C
AutoCAD SHX Text
MH 2B
AutoCAD SHX Text
MH 2A
AutoCAD SHX Text
MH 1A
AutoCAD SHX Text
STA 6+98 MH# 2 TOP ELEV.=81.70 I.E.: 62.05
AutoCAD SHX Text
315 LF OF 16" STEEL CASING FOR TELECOM
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXT 12" FM LINE
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
EX. MH
AutoCAD SHX Text
METER BY OTHERS
AutoCAD SHX Text
STA 3+39 MH# 1 TOP ELEV.= 83.75 I.E.:63.57
AutoCAD SHX Text
24" STEEL CASING
AutoCAD SHX Text
24" STEEL CASING
AutoCAD SHX Text
NEW 16" WATER LINE
AutoCAD SHX Text
END WATER MAIN
AutoCAD SHX Text
EXT FORCE MAIN LINE
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text ENTRY PIT (APPROX. 40'x50', TYP.)
AutoCAD SHX Text EXIT PIT (APPROX. 6'x6', TYP.)
30" STEEL CASING
D
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T P
E C
A N
T R
E E
R O
A D
W A
T E
R
S E
W E
R L
IN
E
E X
T E
N S
IO
N
PLAN &
PROFILE
W A
T E
R L
IN
E
NEW 16" WATER LINE PLAN VIEW
NEW 16" WATER LINE PROFILE VIEW
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
AutoCAD SHX Text STA 1+64.23 1 - 16" TEE 1 - 16" GATE VALVE W/ VALVE BOX & MARKER (BRANCH) 1 - 16"X12" REDUCER (RUN) TIE-IN TO 12W
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH EX. 121.-1 RIM:80.97'
AutoCAD SHX Text
MH EX. 121-2 RIM:80.97' IE:
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text STA 0+00 REMOVE 16"x12" REDUCER & EX. VALVE BEGIN N16W BEGIN RJ PIPING 1-16" GATE VALVE W/ VALVE BOX & MARKER
AutoCAD SHX Text
RCP
AutoCAD SHX Text Clean Out
AutoCAD SHX Text
MH EX. RIM: 80.79' IE :60.20' IN:60.20' IE :60.11'OUT:60.11'
AutoCAD SHX Text
MH EX. RIM: 81.16' IE :59.31' IN:59.31' IE :59.29''OUT:59.29''
AutoCAD SHX Text
EXISTING 25' DCWS EASEMENT
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
45° BENDSTA:1+76.59
AutoCAD SHX Text
STA 1+69.05 1-16" 45° BEND
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
PED
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
IE=58.35'
AutoCAD SHX Text
IE=58.67'
AutoCAD SHX Text
IE=58.31'
AutoCAD SHX Text 18" C900@1.5%
AutoCAD SHX Text
EXISTING 12" PVC
AutoCAD SHX Text
VALVE: 1+66.31
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text
EX. STUB OUT (BURIED) APPROX IE=59.90'
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:80.64' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
MH EX. RIM:81.51' IE :61.01'' IN:61.01'' IE :60.87'OUT:60.87'
AutoCAD SHX Text 25.00
AutoCAD SHX Text
EXISTING 20' DCWS EASEMENT
AutoCAD SHX Text
EXISTING 30' DCWS EASEMENT NOTE 3
AutoCAD SHX Text 20.00
AutoCAD SHX Text
SEE NOTE 4
AutoCAD SHX Text
WINDING WOODS ROAD 66' RIGHT OF WAY
AutoCAD SHX Text
REMOVE 12" WATERLINE AND INSTALL 164 LF OF 16" C900 LINE INSIDE CASING.
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text 30.00
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text P.B. L, Pg. 194 PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116
AutoCAD SHX Text
EX. RECLAIMED WATER
AutoCAD SHX Text
EXISTING 10' DCWS EASEMENT
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:80.90' IE :60.76 IN:60.76 IE : 60.66OUT: 60.66
AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
AutoCAD SHX Text 27.14
AutoCAD SHX Text 16W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 16W
AutoCAD SHX Text
16-INCH C900 DR18 RJ WATER LINE
AutoCAD SHX Text STA: 0+00 0+00 REMOVE 16"x12" REDUCER & EX. VALVE BEGIN N16W BEGIN RJ PIPING 1-16" GATE VALVE W/ VALVE BOX & MARKER
AutoCAD SHX Text STA 1+64 1-16" TEE 2 LF OF 16 RJ PIPE (RUN) 1-16"x12" REDUCER (RUN) TIE-IN TO 12W
AutoCAD SHX Text
STA1+69 & STA1+76 2-16" 45° BEND
AutoCAD SHX Text
STA1+66 1-16" GATE VALVE W/ VALVE BOX & MARKER (BRANCH)
AutoCAD SHX Text
MATCH LINE SHEET 4
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text 6.2'
AutoCAD SHX Text 5.0'
AutoCAD SHX Text
EXISTING STEEL CASING (SEE NOTE 3)
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
MATCH LINE SHEET 4
AutoCAD SHX Text 8'
AutoCAD SHX Text 0'
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
GRID NORTH
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. UTILIZE EXISTING 30-INCH STEEL CASING. UTILIZE EXISTING 30-INCH STEEL CASING. 3. INSTALL FIVE(5) BELL RESTRAINTS PRIOR TO INSTALL FIVE(5) BELL RESTRAINTS PRIOR TO INSTALLING N16W. 4. REMOVE 164 LF OF EXISTING 12-INCH WATER REMOVE 164 LF OF EXISTING 12-INCH WATER MAIN FROM CASING.
AutoCAD SHX Text
WINDING WOODS ROAD
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
R/W
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T P
E C
A N
T R
E E
R O
A D
W A
T E
R
S E
W E
R L
IN
E
E X
T E
N S
IO
N
PLAN &
PROFILE
W A
T E
R L
IN
E
NEW 16" WATER LINE PLAN VIEW
NEW 16" WATER LINE PROFILE VIEW
AutoCAD SHX Text
ATT
AutoCAD SHX Text
PED
AutoCAD SHX Text
IE=80.42'
AutoCAD SHX Text
IE=80.31'
AutoCAD SHX Text
279 LF 24" STEEL CASING (0.375" THICKNESS)
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
AutoCAD SHX Text
15" ADS
AutoCAD SHX Text
12" C900 DR-18 SEWER FORCEMAIN
AutoCAD SHX Text
EXISTING 12" WATERLINE
AutoCAD SHX Text
MH EX. RIM:82.04' IE :'61.89' IN:'61.89' IE :61.91'OUT:61.91'
AutoCAD SHX Text
EXISTING 25' DCWS EASEMENT
AutoCAD SHX Text 25.00
AutoCAD SHX Text
MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text
PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text NEW MH 2A 5' DIAMETER STA:4+16.64 Rim:81.19 IE :61.24 IN:61.24 IE :61.14OUT:61.14
AutoCAD SHX Text
SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
AutoCAD SHX Text
EX. 10' DCWS EASEMENT
AutoCAD SHX Text
EX. 10' DCWS EASEMENT
AutoCAD SHX Text 31.01
AutoCAD SHX Text 26.85
AutoCAD SHX Text 37.48
AutoCAD SHX Text
315 LF 24" STEEL CASING (0.375" THICKNESS)
AutoCAD SHX Text
MATCH LINE SHEET 4
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
MATCH LINE SHEET 6
AutoCAD SHX Text 5.8'
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
24" STEEL CASING
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
MATCH LINE SHEET 3
AutoCAD SHX Text NOTE: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS.
AutoCAD SHX Text 8'
AutoCAD SHX Text 0'
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
GRID NORTH
AutoCAD SHX Text
MATCH LINE SHEET 4
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
MATCH LINE SHEET 6
AutoCAD SHX Text
16-INCH C900 DR18 RJ WATER LINE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
T
W A
T E
R L
IN
E
D O
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T P
E C
A N
T R
E E
R O
A D
W A
T E
R
S E
W E
R L
IN
E
E X
T E
N S
IO
N
PLAN &
PROFILE
NEW 16" WATER LINE PLAN VIEW
NEW 16" WATER LINE PROFILE VIEW
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
IE=80.42'
AutoCAD SHX Text
PP
AutoCAD SHX Text
MH
AutoCAD SHX Text MH EX. RIM:82.95' IE :62.68' in:62.68' IE :62.53'OUT:62.53'
AutoCAD SHX Text
APPROXIMATE 30' DCWS EASEMENT
AutoCAD SHX Text 30.00
AutoCAD SHX Text
MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
AutoCAD SHX Text
PECAN TREE ROAD RIGHT OF WAY VARIES
AutoCAD SHX Text
2-R.J. 45° BENDSSTA: 9+28.56 STA: 9+32.13
AutoCAD SHX Text
PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
AutoCAD SHX Text
NEW WATER METER BY OTHERS
AutoCAD SHX Text MANHOLE 1 STA 3+38.79 RIM=83.75' IE IN=63.67'(16" SOUTH) IE OUT:63.82' (12" EAST)
AutoCAD SHX Text
SS
AutoCAD SHX Text
SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
AutoCAD SHX Text
GRID NORTH
AutoCAD SHX Text 200.00
AutoCAD SHX Text
SS
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text
PECAN TREE ROAD RIGHT OF WAY VARIES
AutoCAD SHX Text
(DIRT)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING 200' NORFOLK SOUTHERN RAILROAD RIGHT-OF-WAY
AutoCAD SHX Text
282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS)
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text 31.01
AutoCAD SHX Text
315 LF 24" STEEL CASING (0.375" THICKNESS)
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text 1 - 16"x6" TEE 10 LF OF 6" RJ DIP 1 - 6" 90° BEND5 LF OF 6" RJ DIP 1 - 6" GATE VALVE W/VALVE BOX 1 - FIRE HYDRANT
AutoCAD SHX Text
1 - SERVICE CONNECTION (NOTE 2)
AutoCAD SHX Text
NOTE 3
AutoCAD SHX Text
N16S (BY OTHERS)
AutoCAD SHX Text
N12S (BY OTHERS)
AutoCAD SHX Text
AutoCAD SHX Text
282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS) @ 0.0% SLOPE
AutoCAD SHX Text
STA.12+38(CL VERT PIPE) 1-16" 90° BEND (UP)(CL ELEV.=72.37')
AutoCAD SHX Text
MATCH LINE SHEET 6
AutoCAD SHX Text
STA 9+28 1-16" 45° BEND(ROTATED DOWN) & STA 9+32 1-16" 45° BEND(ROTATED UP)
AutoCAD SHX Text 6.2'
AutoCAD SHX Text 10.4'
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
STA 9+23 1-2" COMBINATION AIR RELEASE VALVE W/ BOX & MARKER
AutoCAD SHX Text
16-INCH C900 DR18 RJ WATER LINE
AutoCAD SHX Text 1-16" 90° MJxFLGBEND (DOWN) W/FLG CAP (CL ELEV.=88.25')
AutoCAD SHX Text
16"RJ DIP
AutoCAD SHX Text
CL OF PIPE
AutoCAD SHX Text 1 - 16"x6" TEE 10 LF OF 6" RJ DIP 1 - 6" 90° BEND5 LF OF 6" RJ DIP 1 - 6" GATE VALVE W/VALVE BOX 1 - FIRE HYDRANT
AutoCAD SHX Text
1 - SERVICE CONNECTION (NOTE 2)
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text 8'
AutoCAD SHX Text 0'
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
MATCH LINE SHEET 5
AutoCAD SHX Text
MATCH LINE SHEET 6
AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. CONSISTS OF A 16"x " SERVICE SADDLE 25 LF OF CONSISTS OF A 16"x " SERVICE SADDLE 25 LF OF 34" SERVICE SADDLE 25 LF OF 34"SDR9 CTS TUBING AND METER BOX. DCWS WILL PROVIDE METER. 3. INSTALL SILT FENCE AROUND TEMPORARY INSTALL SILT FENCE AROUND TEMPORARY CONSTRUCTION EASEMENT.
AutoCAD SHX Text
HWY 78
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
RAIL ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. FORCEMAIN
AutoCAD SHX Text
EX. 12" WATER LINE
AutoCAD SHX Text
EX. RE-CLAIMED WATER LINE
AutoCAD SHX Text
RAILROAD
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text ENTRY PIT (APPROX. 40'x50', TYP.)
NOTE 2
N
W S
E W
E R
L
IN
E
D O
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T P
E C
A N
T R
E E
R O
A D
W A
T E
R
S E
W E
R L
IN
E
E X
T E
N S
IO
N
PLAN &
PROFILE
NEW 12" SEWER LINE 1 PLAN VIEW
NEW 12" SEWER LINE 1 PROFILE VIEW
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
TEL
AutoCAD SHX Text
PED
AutoCAD SHX Text
IE=80.42'
AutoCAD SHX Text
IE=80.31'
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text MH EX. RIM:82.95' IE :62.68' in:62.68' IE :62.53'OUT:62.53'
AutoCAD SHX Text
15" ADS
AutoCAD SHX Text
APPROXIMATE 30' DCWS EASEMENT
AutoCAD SHX Text 30.00
AutoCAD SHX Text
MH EX. RIM:81.84' IE :62.20' IN:62.20' IE :62.08'OUT:62.08'
AutoCAD SHX Text
PECAN TREE ROAD RIGHT OF WAY VARIES
AutoCAD SHX Text
2-R.J. 45° BENDSSTA: 9+28.56 STA: 9+32.13
AutoCAD SHX Text
PIPE DEFLECTION NOT TO EXCEED MANUFACTURES RECOMMENDATION
AutoCAD SHX Text
NEW WATER METER BY OTHERS
AutoCAD SHX Text MANHOLE 1 STA 3+38.79 RIM=83.75' IE IN=63.67'(16" SOUTH) IE OUT:63.82' (12" EAST)
AutoCAD SHX Text
SS
AutoCAD SHX Text
SEWER UNDER WATER
AutoCAD SHX Text SSMH 1A: NEW 5' DIA. DOGHOUSE MH STA 0+00 Rim:81.77 IE :62.72 IN:62.72 IE : 62.54OUT: 62.54
AutoCAD SHX Text
GRID NORTH
AutoCAD SHX Text
SS
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text
(DIRT)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
282 LF OF 30" STEEL CASING (MIN. 0.469" THICKNESS)
AutoCAD SHX Text
TEMPORARY CONSTRUCTION EASEMENT
AutoCAD SHX Text 31.01
AutoCAD SHX Text
315 LF 24" STEEL CASING (0.375" THICKNESS)
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
N16S (BY OTHERS)
AutoCAD SHX Text
N12S (BY OTHERS)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
339 LF OF 12" PC350 RJ DIP @ 0.25% SLOPE
AutoCAD SHX Text
315 LF OF 24" STEEL CASING (MIN. 0.375" THICKNESS)
AutoCAD SHX Text
MH 1 STA 3+39 5' DIAM. MANHOLE RIM: 84.50 IE: 63.57'
AutoCAD SHX Text
SSMH 1A: NEW 5' DIA. DOGHOUSE MH: RIM=83.50' IEIN:62.72' IN:62.72' :62.72'
AutoCAD SHX Text 19.6'
AutoCAD SHX Text 19.4'
AutoCAD SHX Text 15.3'
AutoCAD SHX Text N16W'
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text 8'
AutoCAD SHX Text 0'
AutoCAD SHX Text 4'
AutoCAD SHX Text
SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
VERT.
AutoCAD SHX Text NOTES: 1. FIELD VERIFY DEPTH AND LOCATION OF ALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES. NOTIFY ENGINEER FOR ANY CONFLICTS. 2. INSTALL SILT FENCE AROUND TEMPORARY INSTALL SILT FENCE AROUND TEMPORARY CONSTRUCTION EASEMENT. 3. COORDINATE WITH DCWS & CIVIL SITE COORDINATE WITH DCWS & CIVIL SITE CONTRACTOR PRIOR TO BACKFILL OF MANHOLE 1.
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
RAILROAD
AutoCAD SHX Text
HIGHWAY 78
AutoCAD SHX Text
EX. FORCEMAIN
AutoCAD SHX Text
EX. 12" WATER LINE
AutoCAD SHX Text
EX. RE-CLAIMED WATER LINE
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text No. 29604
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text
MAY 28, 2024
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text R/W
AutoCAD SHX Text ENTRY PIT (APPROX. 40'x50', TYP.)
AutoCAD SHX Text
NOTE 2
AutoCAD SHX Text
NOTE 3
NOTE 3
S A
N
IT
A R
Y S
E W
E R
L
IN
E
D O
R C
H E
S T
E R
C O
U N
T Y
W A
T E
R A
N D
S E
W E
R D
E P
A R
T M
E N
T P
E C
A N
T R
E E
R O
A D
W A
T E
R
S E
W E
R L
IN
E
E X
T E
N S
IO
N
PLAN &
PROFILE
NEW 12" SEWER LINE 2 PLAN VIEW
NEW 12" SEWER LINE 2 PROFILE VIEW
AutoCAD SHX Text TMS#059-00-00-116 TRACT C PORT 95 TC-B2 LLC P.B. N, Pg. 062
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH EX. 121.-1 RIM:80.97'
AutoCAD SHX Text
MH EX. 121-2 RIM:80.97' IE:
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text Clean Out
AutoCAD SHX Text
MH EX. RIM: 80.79' IE :60.20' IN:60.20' IE :60.11'OUT:60.11'
AutoCAD SHX Text
MH EX. RIM: 81.16' IE :59.31' IN:59.31' IE :59.29''OUT:59.29''
AutoCAD SHX Text
EXISTING 25' DCWS EASEMENT
AutoCAD SHX Text
COMM BOX
AutoCAD SHX Text
PED
AutoCAD SHX Text
IE=58.35'
AutoCAD SHX Text
IE=58.67'
AutoCAD SHX Text
IE=58.31'
AutoCAD SHX Text 18" C900@1.5%
AutoCAD SHX Text
EXISTING 12" PVC
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:80.64' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
MH EX. RIM:81.51' IE :61.01'' IN:61.01'' IE :60.87'OUT:60.87'
AutoCAD SHX Text 25.00
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text
U.S. HIGHWAY 78 RIGHT OF WAY VARIES
AutoCAD SHX Text P.B. L, Pg. 194 PUMP STATION #121 DORCHESTER COUNTY TMS#059-00-00-116
AutoCAD SHX Text
EX. RECLAIMED WATER
AutoCAD SHX Text
EXISTING 10' DCWS EASEMENT
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:80.90' IE :60.76 IN:60.76 IE : 60.66OUT: 60.66
AutoCAD SHX Text 27.14
AutoCAD SHX Text 35.87
AutoCAD SHX Text 27.14
AutoCAD SHX Text
217 LF OF 12" C900 DR18 PVC @0.25%%% SLOPE
AutoCAD SHX Text
200 LF OF 12" C900 DR18 PVC @ 0.25%%% SLOPE
AutoCAD SHX Text Existing 12"SS PIPE
AutoCAD SHX Text REMOVE PLUG AND TIE IN TO EXISTING 12" SS PIPE STUB OUT. IE APPROXIMATELY: 59.90'
AutoCAD SHX Text INSTALL NEW MANHOLE AND CONNECT EXISTING PIPE STUB OUT TO MANHOLE. CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS PRIOR TO CONSTRUCTION AND IF A DIFFERENCE IS FOUND IMMEDIATELY CONTACT THE ENGINEER
AutoCAD SHX Text NEW MH 2B 5' DIAMETER Rim:81.65' IE :60.64 IN:60.64 IE : 60.54OUT: 60.54
AutoCAD SHX Text NEW MH-2C 5' DIAMETER Rim:81.39' IE :60.00' IN:60.00' IE :59.12'OUT:59.12'
AutoCAD SHX Text MARCH 2024bjs 1"=20'1"=20'
AutoCAD SHX Text
235 DEMING WAY SUMMERVILLE, SC 29483 PHONE: (843) 832-0075 FAX: (843) 832-0073
AutoCAD SHX Text
DORCHESTER COUNTY, SOUTH CAROLINA
AutoCAD SHX Text
DATE: DRAWN: SCALE:
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text 8'
AutoCAD SHX Text 0'
AutoCAD…
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 .