Cherry Ridge Drainage Improvements Project

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CIVIL ABBREVIATIONS:
CHERRY RIDGE SUBDIVISION
BTTM BOTTOM OC ON CENTER
BES BEVELED END SECTION OPERATOR OF DAY TO DAY SITE
ODSA
BM BENCHMARK ACTIVITIES
EROSION CONTROL BEST PC POINT OF CURVATURE
BMP
MANAGEMENT PRACTICES POA POINT OF ANALYSIS
DRAINAGE IMPROVEMENTS
BW BOTH WAYS PP POWER POLE
CB CATCH BASIN PT POINT OF TANGENT
CI CURB INLET PVC POLYVINYL CHLORIDE
KWANZAN DRIVE. LEXINGTON, SC NPDES CONSTRUCTION GENERAL PVMT PAVEMENT
CGP
PERMIT SCR 100000 RAD RADIUS
CL CENTERLINE RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE RD ROOF DRAIN
CO CLEANOUT REQD REQUIRED
CONC CONCRETE REDUCED PRESSURE BACKFLOW
RPBP
GRADING NOTES: CY CUBIC YARDS PREVENTER
PROJECT SITE DCVA DOUBLE CHECK VALVE ASSEMBLY R/W RIGHT OF WAY GENERAL CONSTRUCTION NOTES:
1. DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, USE THE SILT FENCE DI DROP INLET STABILIZED AGGREGATE BASE
SABC
STORM INLET SEDIMENT TRAP SHOWN ON DETAIL SHEET AROUND ALL INLETS AND DIA DIAMETER COURSE
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION OF ANY PLACE AND MAINTAIN SILT FENCES AS REQUIRED TO PREVENT EROSION AND DIP DUCTILE IRON PIPE SF SQUARE FEET
SEDIMENTATION RUNOFF.
DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS. DS DOWNSPOUT STORM WATER POLLUTION
SWPPP
EL ELEVATION PREVENTION PLAN
2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK.
2. THE CONTRACTOR SHALL NOTIFY PUPS AT 1-888-721-7877 AT LEAST 72 HOURS PRIOR
CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES EXST EXISTING SB SILT BARRIER
TO CONSTRUCTION TO HAVE ALL UNDERGROUND UTILITIES LOCATED.
AFFECTING THE PROJECT ON AND OFF THE SITE. EW EACH WAY
SOUTH CAROLINA DEPARTMENT OF
LOCATION MAP FFE FINISHED FLOOR ELEVATION SCDES
3. ALL COMMUNICATION FOR THIS PROJECT SHALL BE COORDINATED WITH THE TOWN 3. THE CONSTRUCTION OF ALL STREETS & DRAINAGE FACILITIES SHALL BE GOVERNED ENVIRONMENTAL SERVICES
SCALE: 1" = 500' AND ENGINEER. ANY DIRECT CONTACT BETWEEN CONTRACTOR-PROPERTY OWNER, BY TOWN OF LEXINGTON STANDARD SPECIFICATIONS & SCDOT STANDARD FG FINISHED GRADE
SHALL BE COORDINATED WITH THE TOWN. SPECIFICATIONS LATEST EDITION. FH FIRE HYDRANT SOUTH CAROLINA DEPARTMENT
SCDOT
FM FORCE MAIN OF TRANSPORTATION
4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR 4. CONTRACTOR SHALL USE THE INLET SEDIMENT PROTECTION ON ALL INLETS UNTIL
GI GRATE INLET SD STORM DRAINAGE
NECESSARY TO COMPLETE ALL WORK AS INDICATED ON THE CONSTRUCTION THE AREA DRAINING TO THE INLET HAS BEEN STABILIZED.
HDPE HIGH DENSITY POLYETHYLENE SS SANITARY SEWER SERVICE
DOCUMENTS
5. ALL FILL AREAS TO BE COMPACTED PER SCDOT SPECS, LATEST EDITION. IAW IN ACCORDANCE WITH STA STATION
5. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR REVIEWING IE INVERT ELEVATION TELECOM TELECOMMUNICATION
6. CONTRACTOR TO INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED
CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS AND CONFIRMING THAT JB JUNCTION BOX TBM TEMPORARY BENCH MARK
BY TOWN OF LEXINGTON.
THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
LF LINEAR FEET TC TOP OF CURB
CONSTRUCTION. DOCUMENT EXISTING CONDITIONS BY VIDEO OR PHOTO PRIOR TO
7. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO LOD LIMITS OF DISTURBANCE TG TOP OF GUTTER
CONSTRUCTION.
CONTROL SOIL EROSION DURING ALL UTILITY CONSTRUCTION. ALL DISTURBED LP LIGHT POLE TP TOP OF PAVEMENT
AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY
MATL MATERIAL TYP TYPICAL
6. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
AFTER THE UTILITY CONSTRUCTION.
BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY MAX MAXIMUM VC VITRIFIED CLAY
THE CONTRACT DOCUMENTS. 8. CONTRACTOR TO REPAIR ANY DAMAGE DONE TO EXISTING PAVEMENT, FENCING, MH MANHOLE W WATER
ETC. DUE TO CONSTRUCTION ENTIRELY AT THEIR EXPENSE. MIN MINIMUM W/ WITH
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE
MUNICIPAL SEPARATE STORM WS WATER SERVICE
WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED 9. CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD MS4 10/14/2026
SEWER SYSTEM WV WATER VALVE
OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. CONTRACTOR TO DAILY
REMOVE MUD/SOIL FROM PAVEMENT AS REQUIRED. NOI NOTICE OF INTENT
8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT NOT NOTICE OF TERMINATION
PROJECT SITE ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 10. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL NTS NOT TO SCALE
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
9. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL
DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
STABILIZED.
10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST 11. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND LOCATIONS ENGI NEERI NG
SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SUPPLIED BY VARIOUS UTILITY COMPANIES.
LOCATION MAP
ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THIS 12. ALL DEMOLISHED ITEMS TO BE REMOVED FROM SITE AND DISPOSED OF IN LEGAL
SCALE: 1" = 1000' 7436 BROAD RIVER ROAD, SUITE 212
CONTRACT. MANNER.
IRMO SC 29063
GENERAL SURVEY NOTES: 11. DETAILS ARE INTENDED TO SHOW FINAL RESULT OF DESIGN. MINOR MODIFICATIONS 13. ALL STORM WATER PIPING TO BE SURVEYED BY A REGISTERED LAND SURVEYOR
803-732-7080
MAY BE REQUIRED TO SUIT JOB SITE DIMENSIONS OR CONDITIONS AND SUCH AND SENT TO ENGINEER TO VERIFY DESIGN CONFORMANCE AND PREPARATION FOR
MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. FINAL PROJECT CLOSEOUT WITH THE TOWN. ADCENGINEERING.COM
1. TOPOGRAPHIC INFORMATION SUPPLIED BY SURVEY ONE IN
SEPTEMBER 2026, NOT VERIFIED BY ADC ENGINEERING, 14. ALL STORM WATER PIPING TO BE CAMERA INSPECTED PRIOR TO FINAL PAVING TO
12. THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS TO PROTECT EXISTING
INC. INSURE PROPER INSTALLATION. PROVIDE COPY OF VIDEO TO ENGINEER AND
IMPROVEMENTS, ROADWAY, DRAINAGE WAYS, CULVERTS AND VEGETATION UNTIL
OWNER FOR REVIEW. REPAIR ANY PIPE NOT PROPERLY INSTALLED AT NO
2. ALL PROJECT STAKEOUT SHALL BE PERFORMED BY A SUCH ITEMS ARE TO BE DISTURBED OR REMOVED AS INDICATED ON THE
ADDITIONAL COST TO OWNER.
REGISTERED LAND SURVEYOR TO BE PAID FOR BY THE CONSTRUCTION DOCUMENTS.
CONTRACTOR. FOR STAKEOUT, DO NOT RELY SOLELY ON
15. WHEN PERFORMING FINAL GRADING IN YARD AREAS, CONTRACTOR TO SPREAD 2"
THE PHYSICAL SCALE AS SHOWN IN DRAWINGS. REFER TO
13. CONTRACTOR SHALL KEEP JOB SITE AREA CLEAN, HAZARD FREE AND DISPOSE OF
OF TOPSOIL ON ALL AREAS PRIOR TO RESODDING.
THE GIVEN DIMENSIONS, SYMBOL LEGEND, KEYNOTES,
ALL DIRT, DEBRIS AND RUBBISH. AT COMPLETION OF THE PROJECT CONTRACTOR
AND REFERENCED DETAILS FOR CORRECT STAKEOUT.
SHALL REMOVE ALL MATERIAL AND EQUIPMENT NOT SPECIFIED AS REMAINING ON
THE PROPERTY. UTILITY NOTES:
DEMOLITION NOTES:
CONTRACTOR SHALL CONTACT 811
14. REPRESENTATIONS OF TRUE NORTH SHALL NOT BE USED TO IDENTIFY OR
1. ALL UNDERGROUND LOCATIONS ARE APPROXIMATE PER DRAWINGS AND LOCATIONS (1-888-721-7877) FOR LOCATIONS OF ALL
1. THE CONTRACTOR SHALL FIELD VERIFY ALL ITEMS TO BE DEMOLISHED ESTABLISH THE BEARING OF TRUE NORTH AT THIS JOB SITE.
SUPPLIED BY VARIOUS UTILITY COMPANIES. UTILITIES AT LEAST 72 HOURS PRIOR TO
AND REMOVED FROM THE SITE. THE VERIFICATION PROCESS SHALL BEGINNING CONSTRUCTION.
INCLUDE VISITING AND WALKING THE SITE. ALL ITEMS REQUIRING 15. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS 2. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO CIVIL ENGINEER: SURVEYOR: Knowwhat's
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DEMOLITION/ REMOVAL, WHETHER SHOWN ON THIS PLAN OR NOT, SHALL SHALL BE ACCURATELY NOTED AND PLACED ON AS-BUILT DRAWINGS BY THE CONSTRUCTION. 72 HOURS BEFORE COMMENCING CONSTRUCTION CONTACT beforeyoudig.
BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR AND ISSUED TO THE ENGINEER AT THE COMPLETION OF THE P.U.P.S. AT 811 FOR UNDERGROUND UTILITIES LOCATION. ADC ENGINEERING SURVEY ONE
PROJECT. CONTACT: CLAY CANNON, PE CONTACT: RUSTY OWENS
2. PRIOR TO COMMENCEMENT OF BACKYARD MOBILIZATION, THE
3. THE MATERIALS AND CONSTRUCTION OF ALL WATER SYSTEM FACILITIES IN THIS
CONTRACTOR SHALL COORDINATE WITH THE TOWN AND NOTIFY THE 7436 BROAD RIVER ROAD, SUITE 212 601 NORTHWOOD ROAD DATE: 10/14/2026
PROPERTY OWNER AT LEAST 48 HOURS IN ADVANCE OF ANY FENCE 16. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL VEGETATION, DEBRIS, AND PROJECT SHALL BE GOVERNED BY THE TOWN OF LEXINGTON STANDARD IRMO SC 29063 LEXINGTON SC 29072
EXISTING IMPROVEMENTS WITHIN THE PROJECT SITE TO PROMOTE CONSTRUCTION. SPECIFICATIONS. ADC PROJECT #: 26295
REMOVAL, ETC. 803-732-7080 (OFFICE) 803-808-2300 (OFFICE)
4. CONTRACTOR TO PROVIDE OPEN CUT EXCAVATION AS REQUIRED TO MAKE 6" CLAYC@ADCENGINEERING.COM (EMAIL) SURVEYONE@WINDSTREAM.NET (EMAIL) DESIGNED: CWC
3. THERE SHALL BE NO BURNING ON SITE. 17. ALL WORK BY THE PRIME CONTRACTOR AND SUB CONTRACTORS SHALL BE
WATER MAIN RELOCATION. CONTRACTOR TO BACKFILL AFTER TOWN MAKES MAIN
PERFORMED IN ACCORDANCE WITH OSHA GUIDELINES. THE PRIME CONTRACTOR
RELOCATION UNDER SUPERVISION OF TOWN UTILITY INSPECTOR. CHECKED: CWC
4. EXISTING IMPROVEMENTS SO NOTED, ARE TO BE REMOVED FROM THE SHALL BE RESPONSIBLE FOR MONITORING AND ENFORCING ALL OSHA SAFETY
SITE BY THE CONTRACTOR AND DISPOSED OF ACCORDING TO REGULATIONS. DRAWN: MDJ
5. NOTIFY THE TOWN OF LEXINGTON 72 HOURS BEFORE COMMENCING CONSTRUCTION
APPLICABLE REGULATIONS. WATER AND SEWER PROVIDER:
ON THE WATER RELOCATION AND HOLD PRE-CONSTRUCTION CONFERENCE AT SITE ELECTRIC PROVIDER:
18. CONTRACTOR TO REPLACE ANY DISCOVERED IRRIGATION VALVES, WIRING, AND REVISION:
PRIOR TO BEGINNING.
5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE IRRIGATION LINES AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. TOWN OF LEXINGTON
DOMINION ENERGY
RELOCATION OF ALL UTILITIES (ABOVE AND BELOW GROUND LEVEL) AS 6. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER CONTACT: KEVIN RODGERS
CONTACT: JACK MCCANTS
NECESSARY TO ACCOMMODATE THE IMPROVEMENTS SHOWN ON THESE
POINTS OF DISCHARGE DURING TESTING OF WATER DISTRIBUTION SYSTEM. LEXINGTON, SC 29072
PLANS AND AS REQUIRED TO FACILITATE CONSTRUCTION. 803-217-7603
803-358-1542
jack.mccants@dominionenergy.com
7. ALL VALVES AND FITTINGS SHALL BE DUCTILE IRON, MECHANICAL JOINT WITH
803-518-5287 CELL
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
PRESSURE RATINGS OF 350 PSI.
SERVICES WHICH ARE INDICATED TO BE EXTENDED OR OTHERWISE KRODGERS@LEXSC.COM
REUSED.
8. CONTRACTOR SHALL ENSURE THAT ALL MANHOLE'S LOCATED IN ROAD TO BE FLUSH
WITH PROPOSED GRADE. CONTRACTOR TO ADJUST ANY EXISTING RIM TO MEET
7. ALL EXISTING CONCRETE AND/OR ASPHALT PAVEMENT THAT IS INDICATED
STANDARDS.
ON THESE PLANS TO BE REMOVED FROM THE PROJECT SITE SHALL BE GAS PROVIDER: SPECTRUM/CHARTER:
DISPOSED OF OFF SITE BY THE CONTRACTOR ACCORDING TO
9. SEWER LINES AND MAINS SHALL CONFORM TO "10 STATES STANDARD" SECTION 29.3,
APPLICABLE CODES. AT A MINIMUM (RELATION TO WATER LINES). DOMINION ENERGY CONTACT: STEVE JONES
CONTACT: BRAD WHITFEILD 803-518-1100
8. THE CONTRACTOR SHALL CONSULT THE OWNER REGARDING SALVAGE. COVER SHEET
10. ALL DISTURBED UTILITY ROUTES TO BE SOODED AS SOON AS PRACTICALLY 803-642-6274 steve.jones@charter.com
ANY ITEMS NOT RETAINED BY THE OWNER SHALL BE THE CONTRACTOR'S
POSSIBLE UPON COMPLETION OF CONSTRUCTION IN THAT AREA.
RESPONSIBILITY TO DEMOLISH AND/OR LEGALLY DISPOSE OF. BRADLEY.WHITFIELD@DOMINIONENERGY.COM
11. ANY PAVEMENT OR HARD SURFACE REMOVAL NECESSARY FOR UTILITY
9. EROSION AND SEDIMENT CONTROL DEVICES MUST BE IN PLACE PRIOR TO
CONSTRUCTION TO BE REPAIRED OR REPLACED WHETHER SHOWN OR OMITTED ON
DEMOLITION.
THE PLANS.
WINDSTREAM:
10. IF ANY HAZARDOUS MATERIAL IS ENCOUNTERED DURING DEMOLITION,
12. CONTRACTOR TO STERILIZE AND PRESSURE TEST ALL WATER MAINS ACCORDING TO
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND SCDES REQUIREMENTS AND TOWN OF LEXINGTON STANDARDS. CONTACT: TODD DAVIS
APPROPRIATE AGENCIES FOR PROPER REMOVAL AND DISPOSAL.
803-609-0834 C001
13. ALL WATERLINE BENDS SHALL BE CONNECTED TO LINE USING MEGALUG
11. DEMOLITION SHALL MEET ALL APPLICABLE STATE, LOCAL, AND FEDERAL
RESTRAINED JOINTS OR APPROVED EQUAL.
REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING
APPLICABLE DEMO AND DISPOSAL PERMITS.
14. ALL WATERLINES 4" AND LARGER SHALL BE CLASS 350 DIP UNLESS OTHERWISE
NOTED.
PERMIT DOCUMENTS

KEYNOTES
S : 1
1. CONTRACTOR TO REMOVE EXISTING FENCEPOSTS AS REQUIRED
FOR STORM DRAIN WORK. COORDINATE SCHEDULING WITH
HOMEOWNERS AND TOWN AT LEAST 48 HOURS IN ADVANCE
S
2. REMOVE EXISTING STORM DRAIN STRUCTURE COMPLETE. FOR
STRUCTURES AT ROADWAY, REMOVE CONCRETE CURB AND
THROAT AS REQUIRED.
3. TOWN OF LEXINGTON UTILITY DEPT TO REMOVE EXISTING 6" WATER
S
MAIN COMPLETE ONCE NEW VERTICAL BEND RELOCATION IS READY
FOR INSTALL. COORDINATE SHUT DOWN WITH TOWN OF LEXINGTON
UTILITY DEPT. CONTRACTOR TO OPEN CUT AND EXCAVATE FOR
RELOCATION WORK AND BACKFILL UNDER TOWN SUPERVISION AS
REQUIRED.
4. EXISTING STORM PIPE TO REMAIN ACTIVE DURING AND POST
CONSTRUCTION.
S S
W W 5. REMOVE EXISTING STORM DRAIN PIPE COMPLETE
6. REMOVE EXISTING PRECAST HEADWALL COMPLETE
7. LOCATE EXISTING GAS, ELECTRIC, SEWER SERVICE AS REQUIRED
PRIOR TO CONSTRUCTION
S
DEMOLITION NOTES:
8. DOMINION TO REMOVE EXISTING POWER POLE PRIOR TO STORM
W REMOVAL. COORDINATE WITH DOMINION - POLE 549242
1. SEE SHEET C001 FOR CIVIL COVER SHEET AND GENERAL NOTES.
9. REMOVE EXISTING ASPHALT SURFACE COMPLETE AND PREP FOR
NEW HMA SURFACE. 2. PROTECT ALL EXISTING UTILITIES SCHEDULED TO REMAIN. IF INTERRUPTION OF
S EXISTING UTILITY IS NECESSARY, CONTACT TOWN OF LEXINGTON AND UTILITY
10.EXISTING MAILBOX NEEDS RELOCATION DURING CONSTRUCTION
PROVIDER
11.PROVISION ITEM 1 - REMOVE EXISTING ROLLED CURB AS REQUIRED
W FOR NEW STORM STRUCTURE 3. PROTECT ALL EXISTING PAVEMENT SCHEDULED TO REMAIN. REPAIR ANY
S
PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES.
4. CONTRATOR TO TAKE VIDEO, PHOTGRAPHS, ETC TO DOCUMENT BACKYARD
CONDITIONS PRIOR TO PERFORMING ANY WORK.
W W W
D
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5. REPLACE ANY DAMAGED YARDS WHERE CONSTRUCTION ACCESS MAY NEED TO
OCCUR. IF GRASS AREAS, REPLACE WITH NEW SOD.
6. CONTRACTOR TO MAKE SURE A TRAVEL LANE OF ACCESS IS PROVIDED AT ALL
W
DS TIMES TO RESIDENTIAL PROPERTIES. PROVIDE STEEL PLATES OVER TRENCH, ETC.
AS REQUIRED TO MAINTAIN ACCESS TO EACH RESIDENTIAL DRIVEWAY AFTER EACH
S GIVEN DAY.
W
DS W
7. CONTRACTOR TO CONDUCT PRIVATE UTILITY LOCATE ALONG ALL TRENCH PATHS
PRIOR TO CONSTRUCTION. LOCATE ALL UTILITIES SERVING 230, 234, 321, AND 326
KWANZAN DRIVE PRIOR TO CONSTRUCTION AND CONFIRM ANY CROSSING DEPTHS
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PROPERTY LINE
LIMITS OF CONSTRUCTION LOD AND DEMOLITION PLAN
LIMITS OF DISTURBANCE
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7436 BROAD RIVER ROAD, SUITE 212
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803-732-7080
ADCENGINEERING.COM
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CONTRACTOR SHALL CONTACT 811
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beforeyoudig.
DATE: 10142026
ADC PROJECT : 26295
DESIGNED: CWC
CHECKED: CWC
DRAWN: MDJ
REVISION:
2
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PERMIT DOCUMENTS

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SITE NOTES:
1. SEE SHEET C001 FOR CIVIL COVER SHEET AND GENERAL
NOTES.
2. CONTRACTOR TO COORDINATE AND COMMUNICATE WORK
ON PRIVATE RESIDENTIAL PROPERTIES AT LEAST 48 HOURS
IN ADVANCE.
3. CONTRACTOR TO ENSURE ACCESS IS PROVIDED TO EACH
RESIDENCE AT THE END OF A WORK DAY. PROVIDE
TEMPORARY MEASURES OF STEEL PLATETRENCH
PROTECTION, WITH BARRICADES ETC. TO ENSURE SAFE
ACCESS IS PROVIDED TO EACH RESIDENTIAL DRIVEWAY.
KEYNOTES
: 1
1. INSTALL NEW 6' HIGH WOOD FENCEPOSTS TO MATCH EXISTING ONCE
WORK IS COMPLETE
2. RESTORE YARDS BY FINE GRADING AND INSTALLING NEW CENTIPEDE
SOD ON ALL AREAS DISTURBED ON RESIDENTIAL PROPERTIES
3. REMOVE EXISTING ASPHALT SURFACE COURSE AND RESURFACE WITH
NEW 2" COMPACTED HMA TYPE C SURFACE ONCE STORM INSPECTIONS
ARE COMPLETE. RESURFACE OPEN CUT TRENCH WITH 4" COMPACTED
SURFACE COURSE.
4. INSTALL NEW ROLLED CURB AS REQUIRED FOR STORM INSTALLATION
PROVISION ITEM 1 5. COORDINATE WITH DOMINION REINSTALLATION OF NEW STREET LIGHT
ONCE NEW STORM DRAIN INSTALL IS COMPLETE
6. PROVISION ITEM 1 - INSTALL NEW CONCRETE CURB, THROAT AND
APRON FOR NEW STORM DRAIN CATCH BASIN
CIVIL LEGEND - SITE
6
NEW ASPHALT SURFACE OVERLAY - INSTALL IAW DETAIL
NEW SOD
ROLLED CURB AND GUTTER - IAW DETAIL
X X X NEW WOOD FENCE
PROPERTY LINE 10142026
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7436 BROAD RIVER ROAD, SUITE 212
IRMO SC 29063
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803-732-7080
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CONTRACTOR SHALL CONTACT 811
(1-888-721-7877) FOR LOCATIONS OF ALL
UTILITIES AT LEAST 72 HOURS PRIOR TO
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DATE: 10142026
ADC PROJECT : 26295
DESIGNED: CWC
CHECKED: CWC
DRAWN: MDJ
REVISION:
3
2
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SITE
PLAN
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PERMIT DOCUMENTS

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TOWN OF LEXINGTON TO RELOCATE 6"
WATER MAIN. CONTRACTOR TO PERFORM
EXCAVATION AND BACKFILL
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NOTGNIXEL
ANILORAC
HTUOS
GRADING AND DRAINAGE NOTES
:
1. SEE SHEET C001 FOR CIVIL COVER SHEET AND GENERAL NOTES.
2. CONTRACTOR SHALL COORDINATE ALL SITE UTILITIES AND STORM DRAINAGE
INSTALLATION SCHEDULES TO AVOID POTENTIAL UTILITY CONFLICTS. GRAVITY
DEPENDENT UTILITIES SHALL BE INSTALLED PRIOR TO NON-GRAVITY DEPENDENT
UTILITIES.
3. LOCATE AND HAND DIG TO CONFIRM ALL EXISTING UTILITY CROSSINGS (CABLE,
ELECTRIC, GAS, WATER, SANITARY) PRIOR TO ORDERING ANY MATERIALS.
4. CLEAN OUT ALL SEDIMENT AND DEBRIS FROM ALL EXISTING AND NEW STORM
DRAINAGE PIPES AND STRUCTURES AT THE END OF CONSTRUCTION.
5. PROVIDE STORM DRAINAGE AS-BUILTS IAW SPECIFICATIONS.
6. SEE SHEET C310 FOR STORM DRAINAGE PROFILES.
PROVISION ITEM 1
7. ALL JUNCTION BOX RIMS IN THE ROADWAY TO BE ADJUSTED TO BE FLUSH WITH
FINAL ASPHALT SURFACE
8. CONTRACTOR HAS THE OPTION TO INSTALL RCP OR HP STORM WITH THE
EXCEPTION OF THE 42" PIPE FROM STRUCTURE A3 TO A2 WHICH IS TO BE CLASS IV
RCP.
KEYNOTES
: 1
1. INSTALL 22 SY SCDOT CLASS B RIP RAP ON FABRIC TO TRANSITION
EXISTING CHANNEL INTO NEW HEADWALL. PROTECT AND SAVE EXISTING MAGNOLIA TREE IN THIS AREA.
2. LOCATE ALL EXISTING UTILITY CROSSINGS AND HAND DIG TO
5
CONFIRM ELEVATIONS PRIOR TO ORDERING MATERIALS.
3. COORDINATE RELOCATION OF EXISTING 6" WATER MAIN WITH
TOWN OF LEXINGTON UTILITY DEPT. SEE DETAIL FOR REFERENCE.
COORDINATE SHUT DOWN OF SERVICE AND TESTING OF NEW MAIN
WITH TOWN OF LEXINGTON UTILITY DEPT. CONTRACTOR TO MAKE
EXCAVATION FOR REQUIRED WORK AREA AND BACKFILL ONCE
10142026 TOWN HAS NEW MAIN IN OPERATION.
4. LOCATE AND VERIFY ALL EXISTING WATER SERVICE CROSSINGS.
RELOCATE EXISTING WATER SERVICE AS NECESSARY.
COORDINATE WITH TOWN OF LEXINGTON UTILITY DEPT.
5
5. INSTALL DOGHOUSE JUNCTION BOX OVER EXISTING RCP. 1 EXISTING CROSS LINE PIPE TO REMAIN ACTIVE.
6. CONTRACTOR TO PERFORM CLEARING AS NECESSARY TO
RESHAPE OUTFALL DITCH SIDE SLOPES AND INSTALL 50 SY SCDOT 4 CLASS B RIP RAP ON FABRIC TO ARMOR CHANNEL.
ENGI NEERI NG
2 7436 BROAD RIVER ROAD, SUITE 212
IRMO SC 29063 4 803-732-7080
ADCENGINEERING.COM
CIVIL LEGEND - GRADING AND DRAINAGE
5
JB JUNCTION BOX - INSTALL IAW DETAIL
4
HOODED CURB INLET - INSTALL IAW DETAIL CONTRACTOR SHALL CONTACT 811
.
(1-888-721-7877) FOR LOCATIONS OF ALL
_ 2'X3' DROP INLET - INSTALL IAW DETAIL UTILITIES AT LEAST 72 HOURS PRIOR TO
BEGINNING CONSTRUCTION.
Knowwhat's
below
.
TYPE 16 CURB INLET - INSTALL IAW DETAIL
Call
. beforeyoudig.
TYPE 9 YARD INLET - INSTALL IAW DETAIL
. 4
STORM DRAINAGE MANHOLE - INSTALL IAW DETAIL DATE: 10142026
ADC PROJECT : 26295
CFB CONFLICT BOX - INSTALL IAW DETAIL
DESIGNED: CWC
RCB RECONSTRUCTED CATCH BASIN - RECONSTRUCT IAW DETAIL
CHECKED: CWC
STORM DRAINAGE PIPE (SEE PROFILE FOR SLOPE AND DRAWN: MDJ
MATERIAL) - INSTALL IAW DETAIL
REVISION:
HEADWALL - INSTALL IAW DETAIL .
310.00 NEW FINISHED GRADE SPOT ELEVATION
3
310 NEW FINISHED CONTOUR
4
EG:310.00 EXISTING GRADE SPOT
310 EXISTING GRADE CONTOUR
DRAINAGE FLOW ARROW 5
DRAINAGE SWALE
STORM
2 3:1 SLOPE AND SLOPE DIRECTION
SEGMENTAL BLOCK RETAINING WALL DRAINAGE PLAN
PERMANENT RIP RAP APRON - INSTALL IAW DETAIL .
6
EMERGENCY SPILLWAY - INSTALL IAW DETAIL
C300
PROPERTY LINE
W NEW 6" WATER MAIN - INSTALL IAW DETAIL
PERMIT DOCUMENTS

264 264
260 260
256 256
252 252
248 248
244 244
240 240
236 236
232 232
228 228
225 225
-0+10
SD LINE A PROFILE
:GE :GF
0+00
89.232:GE 89.232:GF
0+25
29.732:GE 29.732:GF
0+50
59.832:GE 59.832:GF
0+75
79.832:GE 79.832:GF
1+00
25.832:GE 25.832:GF
1+25
91.832:GE 91.832:GF
1+50
38.832:GE 38.832:GF
1+75
00.932:GE 00.932:GF
2+00
00.932:GE 00.932:GF
2+25
53.932:GE 53.932:GF
2+50
89.932:GE 89.932:GF
2+75
30.042:GE 30.042:GF
3+00
79.042:GE 79.042:GF
3+25
99.042:GE 99.042:GF
3+50
00.142:GE 00.142:GF
3+75
65.142:GE 65.142:GF
4+00
65.142:GE 65.142:GF
4+25
85.142:GE 85.142:GF
4+50
10.242:GE 10.242:GF
4+75
92.242:GE 92.242:GF
5+00
99.242:GE 99.242:GF
5+25
85.342:GE 85.342:GF
5+50
54.442:GE 54.442:GF
5+75
28.542:GE 28.542:GF
6+00
77.642:GE 77.642:GF
6+25
02.742:GE 02.742:GF
6+50
61.742:GE 61.742:GF
6+75
84.542:GE 84.542:GF
7+00
88.642:GE 88.642:GF
7+25
24.742:GE 24.742:GF
7+50
54.842:GE 54.842:GF
7+75
47.942:GE 47.942:GF
8+00
99.052:GE 99.052:GF
8+10
:GE :GF
106 LF 42" SD
@ 0.50
1A-WH
00.00+0:ATS
05.232:
EI
XOB
NOITCNUJ
-
3A-BJ
46.47+1:ATS 00.932:MIR
28.332:4A-BJ
EI
31.432:2BC
XE
EI
05.332:TUO
EI
163 LF 36" SD
@
1.72
41 LF 36" SD
@ 0.51
XOB
NOITCNUJ
-
2A-BC
1 EPYT
ECALPER
73.60+1:ATS
51.832:MIR
90.332:3A-BJ
EI
30.332:TUO
EI
XOB
NOITCNUJ
-
6A-BJ
81.97+5:ATS
60.642:MIR
57.932:7A-BC
1
EPYT
ECALPER
EI
'39.932
=
TSIXE
PCR
"81
EI
08.832:TUO
EI
XOB
NOITCNUJ
-
7A-BC
1
EPYT
ECALPER
01.09+5:ATS
92.642:MIR
05.042:8A-IY
EI
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NI
EI
09.932:TUO
EI 9
EPYT
TODCS
-
8A-IY
70.58+6:ATS
19.542:TAORHT
04.142:
EI
10.142:TUO
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9A-WH
70.80+8:ATS
'52.742=VNI
123 @ LF 4 3 .7 0 6 "
SD
11 LF 36" SD
@ 1.37
68 LF 42" CLASS IV RCP
@ 0.60
XOB
NOITCNUJ
- 5A-BJ
21.61+4:ATS
34.142:MIR
00.632:6A-BJ
EI
51.632:1C
1BC-XE
EI
08.532:TUO
EI
95 LF 30" SD
@ 0.54
XOB
NOITCNUJ
-
4A-BJ
45.51+2:ATS
91.932:MIR
33.432:5A-BJ
EI
30.432:TUO
EI
268 268
264 264
260 260
256 256
252 252
250 250
-0+10
SD LINE B PROFILE
UE SERVICE
GAS SERVICE
WATER SERVICE
WATER SERVICE
WATER SERVICE
WATER SERVICE
WATER SERVICE
201 LF 36" SD
@ 0.73
UE SERVICE 8" SEWER
GAS SERVICE
8" SEWER
6" SEWER
EXISTING 6" WATER
6" SEWER
RELOCATED NEW
6" DIP WATER
8" SEWER
:GE :GF
0+00
06.752:GE 06.752:GF
0+25
:GE :GF
0+40
:GE :GF
8 LF 15" SD
@ 1.19
XOB
NOITCNUJ
-
1C-BJ
00+0
:ATS
57.752:MIR
'07.452=NI
VNI
BC
2
EPYT
-
1B
BC
2
EPYT
YFIREV
DLEIF=TUO
VNI
34.80+0:ATS
74.852:POT
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STNEMEVORPMI
EGANIARD
NOTGNIXEL
ANILORAC
HTUOS
STORM DRAINAGE PROFILE NOTES
:
1. SEE SHEET C001 FOR CIVIL NOTES AND ABBREVIATIONS.
2. CONTRACTOR HAS THE OPTION TO INSTALL RCP OR HP STORM
WITH THE EXCEPTION OF THE 42" PIPE FROM STRUCTURE A3 TO A2
WHICH IS TO BE CLASS IV RCP.
DRAINAGE PROFILE LEGEND
:
EXISTING GRADE
10-YR HYDRAULIC GRADE LINE
10142026
SP PROVISION 1
ENGI NEERI NG
7436 BROAD RIVER ROAD, SUITE 212
IRMO SC 29063
803-732-7080
ADCENGINEERING.COM
CONTRACTOR SHALL CONTACT 811
(1-888-721-7877) FOR LOCATIONS OF ALL
UTILITIES AT LEAST 72 HOURS PRIOR TO
BEGINNING CONSTRUCTION.
Knowwhat's below .
Call
beforeyoudig.
DATE: 10142026
ADC PROJECT : 26295
DESIGNED: CWC
CHECKED: CWC
DRAWN: MDJ
REVISION:
STORM DRAIN
PROFILES
C310
PERMIT DOCUMENTS

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RELOCATE 6"
WATER MAIN. PERFORM IN
PRESENCE OF TOWN UTILITY
INSPECTOR
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NOTGNIXEL
ANILORAC
HTUOS
EROSION CONTROL NOTES:
IP4 1. SEE SHEET C001 FOR CIVIL COVER SHEET AND GENERAL NOTES.
2. ALL CONTRACTORSSUBCONTRACTORSPERSON THAT WILL BE ENGAGED IN
LAND DISTURBING ACTIVITIES SHALL COMPLY WITH ALL EROSION CONTROL AND
STORMWATER POLLUTION PREVENTION REQUIREMENTS CONTAINED
THROUGHOUT THE DRAWINGS, SPECIFICATIONS AND PERMITS.
3. REMOVE ACCUMULATED SEDIMENT AND DEBRIS FROM EXISTING AND NEW
STORM DRAINAGE SYSTEM WITHIN THE LIMITS OF DISTURBANCE.
CE 4. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL
MEASURE TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE. 10142026
5. CONTRACTOR TO MAKE SURE STREET STAYS SWEEPED AND CLEAR OF ANY
MUDDEBRIS, ETC.
IP4
ENGI NEERI NG
CIVIL LEGEND - EROSION CONTROL
SO SO 7436 BROAD RIVER ROAD, SUITE 212
IRMO SC 29063
CE CONSTRUCTION ENTRANCE - INSTALL IAW DETAIL .
803-732-7080
ADCENGINEERING.COM SF REINFORCED SILT FENCE - INSTALL IAW DETAIL .
ST ST SEDIMENT TUBE - INSTALL IAW DETAIL .
SF
IP1
SO SOD
IP4
CD SEDIMENT TUBEROCK CHECK DAM - INSTALL IAW DETAIL .
CONTRACTOR SHALL CONTACT 811
(1-888-721-7877) FOR LOCATIONS OF ALL
IP1 DOMED INLET PROTECTION - INSTALL IAW DETAIL . UTILITIES AT LEAST 72 HOURS PRIOR TO
BEGINNING CONSTRUCTION.
Knowwhat's
below
.
Call
IP4 CURB INLET PROTECTION - INSTALL IAW DETAIL . beforeyoudig.
RR PERMANENT RIP RAP APRON - INSTALL IAW DETAIL . DATE: 10142026
ADC PROJECT : 26295
CW CONCRETE WASHOUT - INSTALL IAW DETAIL DESIGNED: CWC
CHECKED: CWC
DRAWN: MDJ
REVISION:
IP4
SF
SO
EROSION CONTROL
SF
PLAN - CONSTRUCTION
PHASE
C400
PERMIT DOCUMENTS