P6879 Starsdale Circle Water Main Improvements Bid Dwgs.pdf

S ep

2,

- 4

:5 4p m Y:

\S ha re d\

C lie nt s\

G re en vi lle W at er

_S C

\1

- S ta rs da le C irc le

M ai n_ G

R -M

-2 0-

-A

\3

D es ig n\

Pr oj ec t F ile s\

D es ig n\

C

AD

\0

G \S he et s\

-G -0

0-

.d w g

AJ

um pe r

SCALE: NONE

GREENVILLE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

GR-M-20-26-A

CIP No. 271 (P-6879)

LOCATION MAP

355 S. Main Street, 1st Floor, Greenville, SC 29601

PREPARED BY:

JULY 2025

PROJECT LOCATION

FINAL DESIGN SUBMITTAL

7-18-2025

BID SET

SEPTEMBER 2025

SCALE: 1" = 200'

OVERALL LAYOUT

SURVEY NOTES:

PROJECT DATUM

HORIZONTAL ZONE:

NAD83(2011) - SOUTH CAROLINA STATE PLANE

COORDINATES (INTERNATIONAL FEET).

VERTICAL:

NAVD88 (ELEVATIONS GIVEN IN FEET ARE EQUAL TO

ORTHOMETRIC HEIGHTS DERIVED USING GEOID18)

NO COMBINED GRID FACTORS WERE USED.

SURVEY PROVIDED FOR THE OWNER:

GREENVILLE WATER

SURVEY PREFORMED FOR THE OWNER BY:

3D LAND SURVEYING

10 CENTURY CIRCLE, GREENVILLE SC, 29607

(864) 272-0274

DATE OF SURVEY: 05/20/2025

GENERAL NOTES

1. THE CONTOURS, SHOWN HEREON, WERE DERIVED FROM

LIDAR DATA [POST PROCESSED KINEMATIC (PPK) USING

STATE PLANE COORDINATES AND VERTICAL DATUM

NAVD88 (GEOID18), AND INCLUDE SEVERAL DIFFERENT

LAND-COVER CLASSES WHICH HAVE BEEN COMPILED TO

MEET OR EXCEED THE NATIONAL MAP ACCURACY

STANDARDS (NMAS) OF A 1 FOOT EQUIVALENT CONTOUR

INTERVAL AT 95 PERCENT CONFIDENCE LEVEL. THIS MEETS

OR EXCEEDS A VERTICAL ACCURACY EQUAL TO NATIONAL

STANDARDS FOR SPATIAL DATA ACCURACY (NSSDA) =

1.9600*.30(RMSE(Z)) (NORMALLY DISTRIBUTED ERROR) =

0.60 FT, AS SET FORTH BY THE AMERICAN SOCIETY FOR

PHOTOGRAMMETRY AND REMOTE SENSING (ASPRS)

VERSION 1.0.

UTILITY and ROADWAY OWNER CONTACT LIST:

SANITARY/STORM SEWER: MetroConnects (Sanitary) Greenville County (Storm)

WATER: Greenville Water System

GAS: Piedmont Natural Gas Co.

FIBER OPTIC/TELCOMM: Upcountry Fiber

POWER: Duke Energy

ROADWAY: South Carolina Department of Transportation (SCDOT)

Greenville County Department of Public Works

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

G \S

H

EE

TS

F

IL

EN

AM

E:

3- G

-0 0-

.D

W G

P

LO

T

D

AT

E:

/2 /2

:1

PM

C

AD

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173-G-00-01.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

G-00-01

PAVEMENT RESTORATION:

· STARSDALE CIRCLE - FROM SOUTHERN INTERSECTION WITH OLD PARKER ROAD, CONTINUING

DOWN STARSDALE CIRCLE AND PAST THE TIE-IN POINT OF THE NEW WATER MAIN AT THE

INTERSECTION OF OLD PARKER ROAD ON THE NORTHERN END, PLUS AND ADDITIONAL 50-FEET.

PAVING WILL BE FOR THE ENTIRE ROADWAY SECTION, ADHERING TO DETAIL PROVIDED ON

DRAWINGS C-00-01 THROUGH C-00-04. DRIVEWAYS THAT ARE DAMAGED DURING CONSTRUCTION

SHALL ALSO BE REPAIRED AND RESURFACED UP TO TANGENCY OF THE DRIVEWAY CURVE.

· OLD PARKER ROAD - FROM INTERSECTION WITH STARSDALE CIRCLE TO TIE-IN POINT OF THE NEW

WATER MAIN AT THE EXISTING WATER MAIN ON OLD PARKER ROAD. PAVING WILL BE FOR THE

ENTIRE ROADWAY SECTION, ADHERING TO DETAIL PROVIDED ON DRAWINGS C-00-01 THROUGH

C-00-04.DRIVEWAYS THAT ARE DAMAGED DURING CONSTRUCTION SHALL ALSO BE REPAIRED AND

RESURFACED UP TO TANGENCY OF THE DRIVEWAY CURVE.

· MAULDIN CIRCLE - MAULDIN CIR: FROM SOUTHERN INTERSECTION WITH OLD PARKER ROAD,

CONTINUING DOWN MAULDIN CIRCLE. ANY LONGITUDINAL CUT OVER 50 FEET WILL REQUIRE HALF

WIDTH OF THE ROADWAY TO BE RESURFACED. ADHERING TO DETAIL PROVIDED ON DRAWINGS

C-00-01 THROUGH C-00-04. ANY DRIVEWAY THAT WAS DAMAGED DURING CONSTRUCTION SHALL

ALSO BE PAVED UP TO TANGENCY OF THE DRIVEWAY CURVE.

SHEET INDEX, OVERALL LAYOUT, SURVEY DATA,

NOTES AND CONTACT INFORMATION

PROJECT SURVEY BENCHMARK/CONTROLS

DRAWING C-10-03

(MAULDIN CIRCLE)

DRAWING C-10-02

(OLD PARKER ROAD)

DRAWING C-10-01

(STARSDALE CIRCLE)

STARSDALE CIR.

O

LD

P

AR

KE

R

RD

OLD PARKER RD.

M

AU

LI

DI

N

CI

R.

M

AU

LI

DI

N

CI

R.

O

LD

P

AR

KE

R

R D

STARSDALE CIR.

NEW 6" DIP WATER MAIN

NEW 8" DIP WATER MAIN

NEW 6" DIP WATER MAIN

CONNECTION TO EXISTING

6" DIP WATER MAIN

CONNECTION TO EXISTING

6" DIP WATER MAIN

SHEET INDEX

NEW 8" DIP TO 6" DIP TRANSISTION

BORE LOCATION

CONNECTION TO EXISTING

6" DIP WATER MAIN

NEW 6" DIP WATER MAIN

NEW 6" DIP WATER MAIN

QUAIL TRL.

7-18-2025

GENERAL NOTES

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

G \S

H

EN

AM

E:

3- G

-0 0-

.D

T

D

AT

E:

/2 /2

1:

M

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173-G-00-02.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

G-00-02

GENERAL NOTES

1. ALIGNMENT OF THE WATER MAIN BOTH VERTICALLY AND HORIZONTALLY SHALL BE

ACCOMPLISHED BY UTILIZING ONE-HALF THE PIPE MANUFACTURER'S ALLOWABLE

DEFLECTION IN THE PIPE JOINTS, FITTINGS, COUPLINGS, SPOOL PIECES, ETC. THE BENDS

SHOWN ON THE DRAWINGS PROVIDE GENERAL INFORMATION REGARDING THE

ALIGNMENT OF THE WATER MAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTIMATING AND PROVIDING ANY AND ALL NECESSARY FITTINGS, COUPLINGS, SPOOL

PIECES ETC. NECESSARY TO COMPLETE THE WATER MAIN AS ALIGNED ON THE PLANS, AT

NO ADDITIONAL COST TO THE OWNER.

2. PROVIDE SHORING, SHEETING AND BRACING, AS NEEDED, IN CONFORMANCE WITH THE

APPLICABLE RULES AND REGULATIONS PROMULGATED BY THE DEPARTMENT OF LABOR,

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), INCLUDING OSHA

MANUAL 2226, "EXCAVATIONS". WHEN REQUIRED BY RULES AND REGULATIONS, THE

CONTRACTOR SHALL PROVIDE DESIGNED SHORING SYSTEMS CERTIFICATIONS

APPROVED BY A PROFESSIONAL ENGINEER TO THE OWNER AND ENGINEER FOR

REFERENCE ONLY.

3. COMPLY WITH THE GUIDELINES OF THE SCDES MANAGEMENT AND SEDIMENT AND

EROSION CONTROL HANDBOOK FOR LAND DISTURBANCE ACTIVITIES DURING THE ENTIRE

CONSTRUCTION PERIOD. SEDIMENT AND EROSION CONTROL PRACTICES SHALL

INCLUDE, BUT NOT BE LIMITED TO, SILT FENCES, BERMS, SEDIMENT TUBES, CHECK DAMS,

ETC. AS NEEDED OR AS DIRECTED BY THE PROJECT ENGINEER.

4. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONTOURS, UNLESS

OTHERWISE NOTED.

5. AREAS DISTURBED BY CONSTRUCTION SHALL BE GRASSED IN ACCORDANCE WITH THE

APPROVED SEEDING SCHEDULE, UNLESS OTHERWISE NOTED.

6. ANY EXISTING STORM DRAINAGE PIPE REMOVED OR DAMAGED DURING CONSTRUCTION

OF THIS PROJECT WILL BE REPLACED WITH THE SAME SIZE AND TYPE PIPE AS WAS

PRESENT. ANY CHANGE IN PIPE SIZE OR TYPE WILL REQUIRE APPROVAL FROM SCDOT

PRIOR TO THE CHANGE BEING MADE. SIZE AND INVERTS OF NEW PIPES SHALL MATCH

EXISTING OR AS NEEDED TO PROVIDE PROPER DRAINAGE.

7. NOTE THE PROXIMITY OF POWER POLES, GUY WIRES AND TRANSFORMER BOXES IN

RELATIONSHIP TO THE PROJECT AND PROTECT DURING CONSTRUCTION. COORDINATE

WITH UTILITY OWNER AS NEEDED TO PROTECT THE INTEGRITY OF ALL POWER POLES

AND GUY WIRES DURING CONSTRUCTION.

8. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DETERMINED FROM BEST

AVAILABLE INFORMATION AND SITE SURVEYS. HOWEVER, PRIOR TO BEGINNING ANY

EXCAVATION, CALL PALMETTO UTILITY PROTECTION SERVICE (PUPS) AT 1-888-721-7877

OR 811 TO LOCATE ALL EXISTING UTILITIES. CONTRACTOR WILL CONFIRM THESE

LOCATIONS AND DEPTHS WITH THE PROPER UTILITY COMPANIES BEFORE

CONSTRUCTION BEGINS. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL UTILITY

LOCATES.

9. REPAIR OR REPLACE EXISTING FEATURES DISTURBED OR DESTROYED DURING

CONSTRUCTION OF THIS PROJECT AT NO ADDITIONAL COST TO THE OWNER. THESE

ITEMS INCLUDE, BUT ARE NOT LIMITED TO, FENCES, IRRIGATION SYSTEMS, SHRUBS,

SMALL TREES, LANDSCAPING AND LANDSCAPING MATERIALS, CONCRETE CURBING,

SIDEWALKS AND ROADWAYS OUTSIDE THE AREAS OF DISTURBANCE.

10. ANY CONCRETE MONUMENT ENCOUNTERED DURING CONSTRUCTION WILL NEED TO

REMAIN IN PLACE. IF MONUMENTS NEED TO BE REMOVED, THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER, ENGINEER AND SCDOT FOR REPLACEMENT OF THE

MONUMENT.

11. THE CONTRACTOR SHALL RESTORE ROAD RIGHT OF WAYS TO EXISTING OR BETTER

CONDITION. ALL DITCHES AND SWALES SHALL BE RESTORED PER SCDOT STANDARD

SPECIFICATIONS CONCERNING SLOPE AND GRADE. THE CONTRACTOR SHALL DETERMINE

GRADES ON EXISTING STORM CULVERTS PRIOR TO REMOVAL TO ENSURE PROPER

REPLACEMENT AT EXISTING GRADES AND ELEVATIONS.

12. THE CONTRACTOR SHALL RESTORE DRIVES WITH THE SAME OR LIKE MATERIAL AS

EXISTING DRIVES. CONCRETE DRIVES AND SIDEWALKS SHALL BE POURED WITH 3000 PSI

FIBER FILLED CONCRETE A MINIMUM OF 4" THICK TO A NEWLY CUT STRAIGHT EDGE.

ASPHALT DRIVES AND SIDEWALKS SHALL BE REPLACED ACCORDING TO SCDOT

REQUIREMENTS.

13. THE WATER MAIN SHALL BE INSTALLED TO A DEPTH NECESSARY TO MAINTAIN A MINIMUM

OF 3 FEET OF COVER AND MINIMIZE LOCAL HIGH POINTS TO THE MAXIMUM EXTENT

POSSIBLE. THE WATER MAIN SHALL BE INSTALLED NO DEEPER THAN 5 FEET.

14. THE WATER MAIN SHALL BE LOCATED 3 TO 4 FEET INSIDE THE EDGE OF PAVEMENT.

15. IF RELOCATION IS DEEMED NECESSARY, METERS SHALL BE PLACED IN A 3' X 3' GREEN

SPACE IN THE ROW OR EASEMENT IN FRONT OF THE PROPERTY IT SERVES; NOT IN

DRIVEWAYS, SIDEWALKS OR PRIVATE PROPERTY.

16. EXISTING SERVICES AND METERS SHALL BE USED OR ABANDONED, REMOVED, OR

REPLACED AT MAIN AS DIRECTED BY GW FIELD INSPECTOR.

17. EXISTING VALVES SHALL BE OPERATED BY GW PERSONNEL ONLY.

18. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL TAPS ON NEW ON-SITE MAINS.

19. 2-INCH VALVES OPEN LEFT, ALL OTHER VALVES OPEN RIGHT.

20. FIRE HYDRANTS SHALL BE 3-WAY AND OPEN RIGHT.

21. PRESERVE AND PROTECT FROM INJURY ALL TREES NOT REQUIRED TO BE REMOVED.

PROVIDE BARRICADES OR OTHER TYPES OF TREE PROTECTION NECESSARY TO

PREVENT UNNECESSARY DAMAGE TO TREES 6" IN DIAMETER OR LARGER. ORNAMENTAL

SHRUBBERY AND TREE BRANCHES SHALL BE TEMPORARILY TIED BACK, WHERE

APPROPRIATE, TO MINIMIZE DAMAGE.

22. THE CONTRACTOR SHALL USE RESTRAINED JOINT PIPE AT ALL BENDS ALONG THE

WATER MAIN WITH FIELD LOK OR EQUIVALENT LOCKING GASKETS AT A MINIMUM OF 3

FULL JOINTS (60 FEET) BEFORE AND AFTER ALL BENDS AND FITTINGS.

23. MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF 10-FEET AND VERTICAL SEPARATION

OF 18-INCHES BETWEEN SEWER MAINS AND STORM MAINS.

24. CENTER FULL JOINT OF PIPE UNDER SEWER AND STORM DRAIN CROSSINGS.

25. ALL FITTINGS SHALL BE DUCTILE IRON, MECHANICAL JOINT, MANUFACTURED IN

ACCORDANCE WITH AWWA C153, AND PRESSURE RATED FOR 350 PSI. STANDARD AWWA

C110 M.J. FITTINGS MAY BE SUBSTITUTED WITH NO ADDITIONAL COST TO THE OWNER

FOR THE INCREASE IN WEIGHT.

26. MECHANICAL JOINT RESTRAINT DEVICES SHALL BE PROVIDED FOR ALL FITTINGS AND

VALVES, AND SHALL BE MEGALUG SERIES 1100 FOR DUCTILE IRON PIPE.

27. ALL RESTRAINED AND NON-RESTRAINED JOINT DIP PIPE SHALL BE INSTALLED IN TYPE 5

BEDDING (AWWA C150 & C151) UNLESS OTHERWISE SHOWN.

28. PUSH-ON DUCTILE IRON WATER MAIN (NON-RESTRAINED JOINT) SHALL BE INSTALLED IN

TYPE 5 BEDDING (AWWA C150 & C151) UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

29. ALL HORIZONTAL AND VERTICAL BENDS, TEES, TAPS, ETC., SHALL HAVE THRUST

BLOCKING AND APPROVED RESTRAINT MECHANISM.

30. ALL CONNECTIONS TO THE EXISTING SYSTEM SHALL BE COORDINATED WITH THE OWNER

BEFORE A CONNECTION IS MADE.

31. ALL TREES, SHRUBBERY, SPOILS, ROCK, ETC. THAT IS REMOVED/EXCAVATED FOR

CONSTRUCTION OF THE PROPOSED FACILITIES, AND NOT INCORPORATED INTO THE

WORK (i.e. BACKFILL) SHALL BE HAULED OFF SITE AND DISPOSED OF BY THE

CONTRACTOR.

32. ANY FENCE REMOVED DUE TO WATER MAIN CONSTRUCTION MUST BE REPLACED.

TEMPORARY FENCE WILL NEED TO BE INSTALLED AT THE END OF EACH WORK DAY OR

WHILE NO CREWS ARE PRESENT AT THE WORK SITE. REPLACEMENT FENCE SHALL BE IN

ACCORDANCE TO SCDOT STANDARDS.

33. FOR THIS PROJECT, THE PROPOSED WATER FACILITIES ARE TO BE INSTALLED WITHIN

ESTABLISHED RIGHT-OF-WAYS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME

FAMILIAR WITH THE CONDITIONS, LOCATIONS AND REQUIREMENTS OF ALL APPROVED

PERMITS AND THEIR PROVISIONS.

34. THE CONTRACTOR SHALL MAKE A PRACTICAL EFFORT TO MINIMIZE THE ENTRY OF DIRT,

DEBRIS AND OTHER FOREIGN MATERIAL INTO THE PIPELINE DURING INSTALLATION.

35. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY, LOCAL AND

RAILROAD PERMITS OBTAINED BY THE OWNER. THE TRAFFIC CONTROL MEASURES

SHALL BE DESIGNED AND MAINTAINED IN ACCORDANCE WITH THE SCDOT STANDARDS.

THE CONTRACTOR SHALL BE AWARE OF AND PROVIDE FOR ANY SPECIAL PROVISIONS

WITHIN THE OBTAINED PERMITS THAT MAY NOT BE SHOWN WITHIN THE PLANS OR

SPECIFICATIONS. CONTRACTOR SHALL SUBMIT 48 HOUR NOTIFICATION FORM TO SCDOT

AND SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PLAN BEFORE CONSTRUCTION

BEGINS.

36. WHERE EXISTING UTILITY SERVICES (WATER, SEWER, TELEPHONE, ETC.) ARE CROSSED

AND NEED TO BE TEMPORARILY INTERRUPTED, THE CONTRACTOR SHALL COORDINATE

WITH THE PROPERTY OWNER AND UTILITY PROVIDER TO PROVIDE SUFFICIENT NOTICE

TO THE CUSTOMER OF AN INTERRUPTION IN SERVICE. SERVICE SHALL BE RESTORED AS

QUICKLY AS PRACTICAL.

37. WHEN EXCAVATION IS WITHIN 30-FEET OF ANY "SPECIMEN" TREE NOT MARKED FOR

REMOVAL, A CERTIFIED ARBORIST IS TO BE ON-SITE.

(A SPECIMEN TREE IS CLASSIFIED IN THE BEAUFORT COUNTY COMMUNITY

DEVELOPMENT CODE 5.11.100 - TREE PROTECTION).

38. THE TRENCH SHALL BE CUT TO ADHERE TO THE APPLICABLE OCCUPATION, SAFETY, AND

HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. THE VERTICAL FACES SHALL BE

SHORED TO MEET OSHA REQUIREMENTS, WHERE NECESSARY, AND LATERAL AND

VERTICAL SUPPORT MUST BE PROVIDED FOR ALL EXISTING FACILITIES AND

STRUCTURES. EXCAVATION METHODS SHALL FOLLOW THE CRITERIA OUTLINED IN

CHAPTER 6. ALL FILL SOILS AND EXCAVATED SOILS SHALL BE PLACED ON THE SIDE OF

THE TRENCH AWAY FROM THE PAVEMENT. THE PAVEMENT WILL BE KEPT CLEAN OF MUD,

DEBRIS, ETC. BEDDING SHALL BE PROVIDED FOR SIX (6) INCHES OR ½ THE DIAMETER OF

THE PIPE WHICHEVER IS BEDDING SHALL CONSIST OF GRANULAR MATERIAL FREE OF

LUMPS, CLODS, STONES, AND FROZEN MATERIAL AND PREPARED TO PROVIDE THE PIPE

WITH UNIFORM SUPPORT THROUGHOUT ITS LENGTH. UNSTABLE SOILS AND ROCK

LEDGES SHOULD BE SUB-EXCAVATED FROM THE BEDDING ZONE AND REPLACED BY

SUITABLE MATERIAL. FOR EXCAVATIONS UNDER THE ROADWAY THROUGH SHOULDERS:

BACKFILLING OF TRENCHES IS TO BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT

OF THE PIPE. TRENCHES WILL NOT BE LEFT OPEN DURING HOURS OF DARKNESS.

BACKFILL IS TO BE PLACED IN SIX (6) INCH LAYERS OR LESS WITH EACH LAYER BEING

THOROUGHLY COMPACTED. CARE SHOULD BE EXERCISED TO THOROUGHLY COMPACT

THE MATERIAL AROUND AND OVER THE PIPE. EACH LAYER WILL BE COMPACTED TO A

DENSITY OF 95 PERCENT AS DETERMINED BY AASHTO METHOD T-99. ALL WORK SHALL BE

PERFORMED TO THE SATISFACTION OF THE DEPARTMENT. TRENCH SOIL (OR A

SUBSTITUTE SUITABLE MATERIAL USED FOR BACKFILL) MUST BE CAPABLE OF

PRODUCING REQUIRED COMPACTION.

39. ANY TRENCHES SHALL BE IN COMPLIANCE WITH ALL OSHA TRENCH SAFETY STANDARDS.

40. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ENTRANCE AS DETAILED AT EACH

POINT OF ACCESS ON AND OFF OF THE ROADWAY.

41. CONTRACTOR WILL 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.

42. ALL PRESSURIZED UTILITY PIPE LINES CROSSING SCDOT ROADWAY EITHER IN AN OPEN

CUT OR BY A BORING OPERATION ARE TO BE ENCASED IN STEEL CASING OR BE DUCTILE

IRON PIPE (DIP) AS INDICATED ON PERMIT DRAWINGS.

43. ANY AREA BEHIND THE WORK ZONE WILL BE RESTORED TO ITS TYPICAL SECTION AND

PREPARED FOR FINAL GRADING AND GRASSING IMMEDIATELY AS WORK PROGRESSES.

CLEANUP AND EROSION CONTROL MEASURES IN AREAS WHERE CONSTRUCTION HAS

BEEN COMPLETED WILL BE CONDUCTED DURING THE LIFE OF THE PROJECT. SEE SCDOT

“POLICY FOR SEEDING AND EROSION CONTROL MEASURES INSIDE ROADWAY

RIGHTS-OF-WAY”.

44. 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.

45. CONTRACTOR SHALL SUBMIT 48 HOUR NOTIFICATION FORM TO SCDOT AND SHALL

OBTAIN AN APPROVED TRAFFIC CONTROL PLAN BEFORE CONSTRUCTION BEGINS.

46. 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 SCDOT AFTER AN OPPORTUNITY TO BE HEARD

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

47. NO EXCAVATED MATERIAL OR SPOIL IS TO BE PLACED ON THE PAVEMENT WITHOUT THE

PERMISSION OF THE SCDOT, AND IF PERMISSION IS GRANTED, THIS MATERIAL MUST BE

REMOVED DAILY, AS SOON AS POSSIBLE. THE ROADWAY IS TO BE CLEANED OF ALL

MATERIAL IN A MANNER AS TO PROTECT THE EXISTING PAVEMENT. ANY PAVEMENT

DESTROYED, OR MARKED BY THIS OPERATION WILL BE REMOVED AND REPLACED AS

REQUIRED.

48. ALL PIPES ARE TO BE LOCATED AND FLAGGED PRIOR TO BEGINNING OPERATION. ANY

CROSS LINE PIPES AND/OR SIDELINE PIPES DISTURBED OR DAMAGED DURING

CONSTRUCTION WILL BE REPLACED IMMEDIATELY. NEW PIPE WILL BE PLACED ON

PROPER GRADE, SEALED PROPERLY, AND CLEANED TO PROVIDE POSITIVE DRAINAGE.

PIPES ARE TO REMAIN UNCOVERED UNTIL A SCDOT INSPECTOR, INSPECT THE PIPE, THE

CONDITION, AND THE PLACEMENT IN THE TRENCH. THEN AT THAT TIME THE PIPE IS TO BE

COVERED AND COMPACTED AS REQUIRED.

49. ALL CLEARING INSIDE THE SCDOT RIGHT-OF-WAY 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 BE RESTORED TO ALL DISTURBED AREAS.

50. EVERY EFFORT SHALL BE MADE TO NOT PLACE VALVES IN ROADSIDE DITCHES, BOTTOM

OR IN THE SLOPES. NOTIFY ENGINEER SHOULD SUCH CONFLICT ARISE.

51. A COPY OF THE APPROVED PERMIT WILL BE MADE AVAILABLE TO THE SOUTH CAROLINA

DEPARTMENT OF TRANSPORTATION AT THE WORK SITE AT ALL TIMES AND ALL WORK

PERFORMED IN CONNECTION WITH THIS PERMIT SHALL CONFORM TO THE SCDOT “A

POLICY FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAY” MOST CURRENT

EDITION.

52. SCDOT SHALL BE NOTIFIED WHEN WORK DEFINED IN THE PERMIT IS TO START AS WELL

AS WHEN THE WORK IS COMPLETED. REFERENCE SHALL BE MADE AS PERMIT NUMBER.

53. TRENCH SHALL BE PROPERLY BACKFILLED AND THOROUGHLY TAMPED IN ACCORDANCE

WITH SCDOT STANDARDS.

HATCH PATTERNS

CIVIL SYMBOLS

CLSM FLOWABLE

FILL

TREAD PLATE

AGGREGATE

BASE COURSE

(ABC)

ASPHALT PAVING GRATING

BEDROCK

CONCRETE

(ALL CLASSES)

DRAIN ROCK

GRAVEL

EARTHWORK,

COMPACTED FILL

WETLAND

LANDSCAPING

GRASS

SPAN

RIPRAP

EXISTING/

UNDISTURBED

EARTH

DEMOLITION/REHABILITATION HATCHES AND SYMBOLS

CRUSHED,

LANDSCAPE ROCK

GENERAL

DEMOLITION

PAVEMENT/CONCRETE

REPLACEMENT

TREE DEMOLITION

PH#

SAND

DETAIL AND SECTION HATCHES

CROSS REFERENCE SYSTEM

NORTH ARROW/

PLANT NORTH

COORDINATES

N=XXXXXXX.XX

E=XXXXXXX.XX

YARD PIPING

DEMOLITION

COORDINATES / ELEVATIONS

SPOT ELEVATION

CONTROL POINT

SLOPE CALLOUT

4:1 25.0% S=0.2500

SCALE:

1" = 20'

20' 40'

SCALE

XX

XX

N O

R

TH

TR

UE

PL

AN

T

NO

RT

H

31.3°

LINE WORK

SCALE: 1" = 20'

PLANPLAN/TITLE OR PLAN1

NOTE: ANY STRUCTURES BEING MODELED WILL BE SHOWN AT ACTUAL

DIMENSIONS WITH LABELS AND MAY NOT USE THE SYMBOLS

SHOWN HERE. THESE ARE FOR ILLUSTRATION PURPOSES ONLY.

PIPE BREAK (PLAN AND SECTION VIEW)

BREAK LINE

PIPE CONTINUATION (SINGLE LINE)

SOIL BORING

BLOW-OFF

CARV or ARV

POTHOLE SYMBOL

POINTS DIRECTION PHOTO WAS TAKEN

A ##C##

PHOTO LETTER TO BE LETTERED

SEQUENTIALLY THROUGHOUT ENTIRE

DISCIPLINE

DRAWING WHERE PHOTO IS FOUND

MAY BE SHOWN WITHOUT SCALE

IF SCALE BAR IS PRESENT

##C##

SECTION CUT

SECTION NUMBER

DRAWING WHERE SECTION IS FOUND

SCALE: 1" = 20'

#A ENLARGED PLAN

##C##

DRAWING REFERENCE ##C##

AREA DESIGNATOR (WHERE APPLICABLE)

CONSECUTIVE SHEET NUMBER

DISCIPLINE DESIGNATOR

FOR MULTIPLE PLAN

VIEWS ON A SHEET

STANDARD DETAIL TITLE

PHOTO REFERENCE

DETAIL CALLOUT

##C##

DETAIL NUMBER TO BE

NUMBERED SEQUENTIALLY

THROUGHOUT ENTIRE

DISCIPLINE

DRAWING WHERE DETAIL

IS FOUND

STANDARD DETAIL

NUMBER

DISCIPLINE CODE (SEE

LISTING ON THIS DRAWING)

SCALE: NTS

C####

STANDARD DETAIL TITLES

C####

STANDARD DETAIL REFERENCE

STANDARD DETAIL

NUMBER

DISCIPLINE CODE (SEE

LISTING ON THIS DRAWING)

DISCIPLINES

· G GENERAL

· XD DEMOLITION (X - DENOTES DISCIPLINE)

· C CIVIL

· S STRUCTURAL

· A ARCHITECTURAL

PIPE SIZE

PIPE SERVICE

EXISTING PIPING *

6" W

· D PROCESS/MECHANICAL

· M MECHANICAL/HVAC

· P PLUMBING

· E ELECTRICAL

· I INSTRUMENTATION

GENERAL SYMBOLS

PIPING IDENTIFICATION SYSTEM

6" (PVC) W

PROPOSED PIPING

MATERIAL *

* EXISTING PIPING MAY OR MAY NOT

SHOW MATERIAL.

MATCH LINE STA XXX SEE DWG XXX

MATCH LINE 1KEY NOTE

REVISION TAG 2

SURVEY SYMBOLS AND LINE WORK

SF SF SF

TP TP TP

WL WL WL

X X X

SS SS SS

SD SD SD

W W W

CENTER LINE

PROPERTY / RIGHT-OF-WAY LINE

EASEMENT / BUILDING SETBACK LINE

TEMPORARY EASEMENT

CITY LIMITS

MAJOR CONTOUR

MINOR CONTOUR

FLOW LINE / DITCH CENTER

RIDGE

LIMITS OF CONSTRUCTION

LIMITS OF DISTURBANCE

LOC LOC LOC

LOD LOD LOD

MF MF MF

MULCH FILTER TUBE

SILT FENCE

FILTER SOCK

TREE PROTECTION

WETLAND EDGE

FENCE (CHAIN LINK)

GUARDRAIL

PT

ANGLE

CLOCKWISE

PC

EDGE OF PVMT OR

OUTSIDE FACE OF CURB

CXX

ROADWAY / PIPE CURVE

(SEE TABLE ON EACH

PAVING AND GRADING OR

CIVIL PIPING DWG WITH

ROADWAY / PIPE CURVES.)

LENGTH

CURVE NUMBER

RADIUS POINT

ROADWAY / PIPE CURVES

ENLARGED PLAN, SECTION,

DETAIL, PHOTO, OR PROFILE

TITLE WITH REFERENCE

MAY BE SHOWN WITHOUT SCALE

IF SCALE BAR IS PRESENT

ENLARGED PLAN / SECTION TO BE NUMBERED, DISCIPLINE

DETAILS, PHOTOS, AND PROFILES AND TO BE LETTERED,

ALL DONE SEQUENTIALLY THROUGHOUT ENTIRE DISCIPLINE

DRAWING WHERE VIEW / SECTION / DETAIL

/ PHOTO / PROFILE IS REFERENCED

ENLARGED PLAN / SECTION / DETAIL / PHOTO /

PROFILE TEXT

FS FS FS

RADIUS (R)

ANY SPECIFIC DESIGNATIONS

NOTED WILL NEED TO REFER TO

THE ABBREVIATIONS LIST

EL=XXX.XX

WHERE COORDINATE POINTS ARE SHOWN

ON THE PLANS, THE CORRESPONDING

INFORMATION WILL BE PROVIDED VIA A

POINT TABLE

THESE ARE SAMPLE SINGLE LINE PIPES, FOR PIPES 12"

OR LESS, UNLESS NOTED OTHERWISE. FOR A

COMPLETE LISTING OF SERVICE ABBREVIATIONS, SEE

THE ABBREVIATIONS, THIS SHEET, FOR DETAILS.

THIS IS A SAMPLE SERVICE LINE,

FOR PIPES GREATER THAN 12",

UNLESS NOTED OTHERWISE.

FOR A COMPLETE LISTING OF

SERVICE ABBREVIATIONS, SEE

THE ABBREVIATIONS SHEET FOR

DETAILS.

EXISTING DOUBLE LINE PIPE

SANITARY SEWER

STORM DRAIN

WATER

ABBREVIATIONS

ABN ABANDONED

AR AUGER REFUSAL

BFV BUTTERFLY VALVE

BT BORE TERMINATION

CF CUBIC FEET

℄ CENTERLINE

CL CLEARANCE

CNTL CONTROL

CO CLEANOUT

CONT CONTINUED

DB DUCT BANK

DI DUCTILE IRON

DWG DRAWING

EL ELEVATION

EQ EQUAL

EW EACH WAY

EXIST EXISTING

FH FIRE HYDRANT

FM FORCE MAIN

FO FIBER OPTIC

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

HOR HORIZONTAL

HYDT HYDRANT

INF INFLUENT

INV INVERT

LF LINEAR FEET

MH MANHOLE

MIN MINIMUM, MINUTE

MJ MECHANICAL JOINT

OE OVERHEAD ELECTRIC

P PUMP

PAR PARALLEL

PL PROPERTY LINE

PP POWER POLE

PV PLUG VALVE,

PVT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE

PIPE

SHT SHEET

SA SANITARY SEWER

S.S. STAINLESS STEEL

STM STEAM

SSRV SANITARY SEWER SERVICE

TC TERRA COTTA PIPE

TYP TYPICAL

UFO UNDERGROUND FIBER

OPTIC CABLE

UK UNKNOWN

UT UTILITY POLE

UTEL UNDERGROUND TELEPHONE

CABLE

V VALVE, VOLTS, VENT

WSTP WATERSTOP

WL WATER LINE

WT WATERTIGHT

ROADWAY CURB & GUTTER

(MEDIAN)

ROADWAY SKIP LINES

SANITARY SEWER

MANHOLE

CIVIL ABBREVIATIONS, LEGENDS AND SYMBOLOGY

WM

GM

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-1 0-

.D

T

D

AT

E:

/2 /2

1:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-10-00.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-10-00

0+

1+

2+

3+

4+

5+

0+00

1+00

2+00

3+00

4+005+00

6+00

7+

8+

9+00

10+00

11+00

12+00

13+00

14+00

STATION 1+22

INSTALL:

1 - 6" 22.50 HORZ. BEND, RJ

N = 1123883.97 E = 1573825.58

STATION 8+76

INSTALL:

1 - 6" x 6" DI TEE MJ 1- 6" GATE VALVE, RJ w/ BOX

1- FIRE HYDRANT ASSMEBLY

N = 1124077.68 E = 1573450.86

STATION 14+55

INSTALL:

1 - 22.5° Bend 6" DI MJ N = 1124273.60 E = 1573993.95

STATION 15+19 = STATION 4+17

INSTALL:

1 - 6" x 6" DI TEE MJ N = 1124255.27 E = 1574055.00

STATION 4+16

INSTALL:

1 - 6" GATE VALVE, RJ w/ BOX N = 1124254.23 E = 1574054.73

STATION 4+18

INSTALL:

1 - 8" x 6" DI REDUCER MJ (CONC) N = 1124257.05 E = 1574055.44

STATION 4+44

INSTALL:

1 - 22.5° Bend 6" DI MJ N = 1123778.61 E = 1573521.82

STATION 15+18

INSTALL:

1 - 6" GATE VALVE, RJ w/ BOX N = 1124255.56 E = 1574054.00

0 40 80

SCALE: 1" = 40'

STARSDALE CIRCLE

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-1 0-

.D

T

D

AT

E:

/2 /2

2:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-10-01.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-10-01

KEY PLAN

SCALE: NTS

DRAWING

C-10-01

DRAWING

C-10-02

DRAWING

C-10-03

STARSDALE CIR.

STARSDALE CIR.

O

LD

P

AR

KE

R

RD

OLD PARKER RD.

M

AU

LI

DI

N

CI

R.

M

AU

LI

DI

N

CI

R.

PLAN VIEW - 1

N.T.S.

INSET A

GENERAL NOTES:

KEY NOTES

1. CONTRACTORS WORK TO REMAIN IN EXISTING

RIGHT-OF-WAY AT ALL TIMES.

2. CLEAR AND GRUB MINIMALLY AS REQUIRED TO INSTALL

WATER LINE.

3. CONTRACTOR TO MAINTAIN ALL HOME OWNER UTILITY

SERVICES DURING CONSTRUCTION. IF DAMAGE OCCURS,

CONTRACTOR TO REPLACE AS PER CURRENT STANDARDS.

4. CONTRACTOR TO USE ONE-HALF (1/2) OF MANUFACTURES

RECOMMENDED PIPE DEFLECTIONS TO MAINTAIN A

MINIMUM COVER AND AVOID ANY UNNECESSARY HIGH AND

LOW POINTS.

5. CONTRACTOR TO MAINTAIN LOCAL TRAFFIC THROUGHOUT

PROJECT DURATION.

6. ALL JOINTS ARE TO BE RESTRAINED UNLESS OTHERWISE

NOTED. SEE GENERAL NOTES 26-29 ON DRAWING G-00-02.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICES TO ALL

PROPERTIES BY BEST MEANS POSSIBLE DURING

CONSTRUCTION. IF REQUIRED A BY-PASS PLAN SHALL BE

SUBMITTED BEFORE CONSTRUCTION BEGINS.

8. ALL HORIZONTAL AND VERTICAL BENDS, TEES, TAPS, ETC.,

SHALL HAVE APPROVED RESTRAINT MECHANISM.

9. SEE DRAWINGS C-31-01 AND C-31-02 FOR ALL SEDIMENT

AND EROSION CONTROL NOTES AND DETAILS. BMP'S

SHOWN ON THIS DRAWINGS MAY NOT REPRESENT ALL

BMP'S THAT MAY BE REQUIRED.

10. ALL WATER SERVICE LINES ARE TO BE REPLACED AND

RECONNECTED PER GREENVILLE WATER STANDARDS.

WATER METER REPLACEMENTS SHALL BE DETERMINED

AND COORDINATED BY THE OWNER. SEE GENERAL NOTES

15 AND 16 ON DRAWING G-00-02.

TBM-1 MAG NAIL

SC GRID

N:1123878.27 E:1573904.22

ELEV:1006.67

1 CONTRACTOR TO MAKE NEW 6" WATER MAIN CONNECTION ON

OLD PARKER ROAD ONCE ALL PERMITS ARE ACQUIRED.

2 MAINTAIN PROPER WATER AND SEWER SEPARATION, SEE

DETAIL E/C-00-04.

6" W

6" W

6" W

6" W

EXIST. FIRE HYDRANT

(TO BE REMOVED)

8" SS

8" SS

8" SS

O

LD

P

AR

KE

R

RO

AD

(S R

4)

(P

RE

SC

RI

PT

IV

E R/

W

6" GATE VALVE, RJ

6"x6" TEE, RJ

STA. 0+00

6" SLEEVE, RJ

6" W

STARSDALE CIRCLE

(50' R/W)

STARSDALE CIRCLE

(50' R/W)

4'±

2.6'±

4.8'±

2.9'

2.3'

6" W

3.4'

3.7'

1.5'

6.3'

6.8'

4.2'

6" W

6" W

SEE NEW 8" WATER MAIN CONTINUATION

ON DRAWING C-11-02

TBM-1

6" W, RJ

6" PLUG, RJ

SERVICE LINE

& METER BOX

NEW FIRE HYDRANT

ASSEMBLY

EXIST. FIRE HYDRANT

(TO BE REMOVED)

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

SEE INSET A

(THIS SHEET)

EXISTING 6" WATER MAIN

TO BE ABANDONED IN PLACE

6" HYDRANT VALVE, RJ

6" W, RJ

EXISTING 6" WATER

MAIN TO BE

ABANDONED

IN PLACE

6" W

TS PS

TS PS

TS PS

TS PS

TS PS

TS PS

3.2'±

3.4'±

450000104300 69296060

NASH JOSEPH BRIAN

1 STARSDALE CIR

450000104400 69295020

CALL DIANE E

(JTWROS)

3 STARSDALE CIR

450000104500 69295010

KAIN RUTH

5 STARSDALE CIR

450000104600 69295000

MAGARINO RICHARD

7 STARSDALE CIR

450000104700 69294190

THOMPSON ANGELA

(JTWROS)

9 STARSDALE CIR

450000104800 69294185

MARTIN PENNY M

11 STARSDALE CIR

450000104901 69294180

PEAVY ROBERT

(JTWROS)

13 STARSDALE CIR

450000105000 69294170

Perez Karen Guadalupe Alday

15 STARSDALE CIR

450000105100 69294160

Tuck Brenda Jane Crumpton

17 STARSDALE CIR

450000105200 69294150

Good Life 1 LLC

19 STARSDALE CIR

450000105300 69294140

Shalabi Hussein S

21 STARSDALE CIR

450000105400 69294130

VEAZEY DENA L

(JTWROS)

23 STARSDALE CIR

450000105500 69294120

ANDERSON ROB

25 STARSDALE CIR

450000105600 69294110

RICHISON ANDRE

(JTWROS)

27 STARSDALE CIR

450000105700 69294100

BURNETT FLOYD L

29 STARSDALE CIR

450000106900 69296050

GAUDETTE IAN JAMES

2 STARSDALE CIR

450000106800 69295030

NOWICKI KENNETH E

4 STARSDALE CIR

450000106700 69295040

TYRELL JOHN

PATRICK (JTWROS)

6 STARSDALE CIR

450000106600 69295060

SANSBURY BENNETT

M L (JTWROS)

8 STARSDALE CIR

450000106500

69295070

GILLEN JONATHAN

DAVID (JTWROS)

10 STARSDALE CIR

450000106400 69295080

MARSH SALLY B

12 STARSDALE CIR

450000106300 69295090

HUMBERGER

CATHERINE A

14 STARSDALE CIR

450000106200 69296000

BRANCH LINA FLEUR

CASTRO (JTWR

16 STARSDALE CIR

450000106100 69296010

SHEVLIN PAMELA J

18 STARSDALE CIR

450000106000 69296020

BELL GROVER S III

20 STARSDALE CIR

450000105900 69296030

Giagtzoglou Christos

22 STARSDALE CIR

450000105800 69296040

LEWIS-GUZA NINA

24 STARSDALE CIR

NUMBER OF TAP-OVERS

1. SHORT SIDE (STARSDALE CIR) - 10

2. SHORT SIDE (OLD PARKER) - 3

3. LONG SIDE (FREE BORE UNDER W STARSDALE CIR) - 13

4. TAP TO SERVICE - 0

TS PS

4+

5+

6+

7+

8+00

9+00

13+00

14+00

0+

1+

STATION 4+18

INSTALL:

1 - 8" x 6" DI REDUCER MJ (CONC) N = 1124257.05 E = 1574055.44

STATION 0+47

INSTALL:

1 - 22.5° Bend 6" DI, RJ N = 1124777.23 E = 1574008.59

6.3'±

1.8'±

7.2'±

4.5'±

STATION 4+17 = STATION 15+18 (STARDALE CIR.)

INSTALL:

1 - 6" x 6" DI TEE MJ N = 1124255.27 E = 1574055.00

0 40 80

SCALE: 1" = 40'

OLD PARKER ROAD

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-1 0-

.D

T

D

AT

E:

/2 /2

3:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-10-02.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-10-02

KEY PLAN

SCALE: NTS

DRAWING

C-10-01

DRAWING

C-10-02

DRAWING

C-10-03

STARSDALE CIR.

STARSDALE CIR.

O

LD

P

AR

KE

R

RD

OLD PARKER RD.

M

AU

LI

DI

N

CI

R.

M

AU

LI

DI

N

CI

R.

PLAN VIEW - 2

GENERAL NOTES:

KEY NOTES

1. CONTRACTORS WORK TO REMAIN IN EXISTING

RIGHT-OF-WAY AT ALL TIMES.

2. CLEAR AND GRUB MINIMALLY AS REQUIRED TO INSTALL

WATER LINE.

3. CONTRACTOR TO MAINTAIN ALL HOME OWNER UTILITY

SERVICES DURING CONSTRUCTION. IF DAMAGE OCCURS,

CONTRACTOR TO REPLACE AS PER CURRENT STANDARDS.

4. CONTRACTOR TO USE ONE-HALF (1/2) OF

MANUFACTURER'S RECOMMENDED PIPE DEFLECTIONS TO

MAINTAIN A MINIMUM COVER AND AVOID ANY

UNNECESSARY HIGH AND LOW POINTS.

5. CONTRACTOR TO MAINTAIN LOCAL TRAFFIC THROUGHOUT

PROJECT DURATION.

6. ALL JOINTS ARE TO BE RESTRAINED UNLESS OTHERWISE

NOTED. SEE GENERAL NOTES 26-29 ON DRAWING G-00-02.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICES TO ALL

PROPERTIES BY BEST MEANS POSSIBLE DURING

CONSTRUCTION. IF REQUIRED A BY-PASS PLAN SHALL BE

SUBMITTED BEFORE CONSTRUCTION BEGINS.

8. ALL HORIZONTAL AND VERTICAL BENDS, TEES, TAPS, ETC.,

SHALL HAVE THRUST BLOCKING AND APPROVED

RESTRAINT MECHANISM.

9. ALL WATER SERVICE LINES ARE TO BE REPLACED AND

RECONNECTED PER GREENVILLE WATER STANDARDS.

WATER METER REPLACEMENTS SHALL BE DETERMINED

AND COORDINATED BY THE OWNER. SEE GENERAL NOTES

15 AND 16 ON DRAWING G-00-02.

10. SEE DRAWINGS C-31-01 AND C-31-02 FOR ALL SEDIMENT

AND EROSION CONTROL NOTES AND DETAILS. BMP'S

SHOWN ON THIS DRAWINGS MAY NOT REPRESENT ALL

BMP'S THAT MAY BE REQUIRED.

TBM-2 #4 REBAR

SC GRID

N:1124552.78 E:1574137.43

ELEV:1028.81

1 STATION 9+97

REMOVE EXISTING PLUG ON TEE AND CONNECT NEW WATER

MAIN. (COORDINATE THE CONNECTION WITH OWNER)

2 STATION 9+97

CONNECT TO EXISTING 6" TEE.

1- 8"x6" REDUCER, RJ

3 STATION 9+60 = STATION 0+00 (MAULDIN CIR.)

1- 8"x6" TEE, R.J.

N.T.S.

INSET B

8" W

6" W

8" SS

O

LD PARKER RO

AD (SR 324)

(PRESCRIPTIVE R/W

SEE INSET B

(THIS SHEET)

STA. 4+16

6" GATE VALVE, RJ

STA, 15+18=STA. 4+17 (OLD PARKER RD.)

6"x6" TEE, RJ

8" W

8" W, RJ

6" W

STARSDALE CIRCLE

(50' R/W)

M

AU

LD

IN

C

IR

CL

E

(5 0'

R/ W

6" W

8" SS

8" SS

6" W

6" W 6" W

8" W

6" W

QUAIL TRAIL

6" GATE VALVE6" W

6" W, RJ

BORE PIT

BORE PIT

SEE NEW 8" WATER MAIN CONTINUATION

ON DRAWING C-11-01

SEE NEW 6" WATER MAIN CONTINUATION

ON DRAWING C-11-03

TBM-2

6" W

JACK AND BORE 38 LF OF 10" STEEL CASING

UNDER OLD PARKER ROAD

INSTALL NEW 8" WATER MAIN

BY OPEN CUT METHOD.

SEE INSET C

(THIS SHEET)

TBM-2

TBM-3 MAG NAIL

SC GRID

N:1124752.10 E:1573971.66

ELEV:1036.35

6"x6" TEE

N.T.S.

INSET C

8" W, RJ

6" W

6" GATE VALVE

TYP.

EX. FIRE HYDRANT

(TO REMAIN)

6" TEE

6" 45° BEND

OLD PARKER

ROAD

QUAIL

TR

AIL

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

TS PS

TS PS

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

TS PS

TS PS

TS PS

4 STATION 0+02 (MAULDIN CIR.)

1- 6" GATE VALVE, RJ w/ BOX

5 STATION 9+95

1- 8" GATE VALVE, RJ w/ BOX

(VALVE WILL BE NORMALLY

CLOSED)

450000105400 69294130

VEAZEY DENA L

(JTWROS)

23 STARSDALE CIR

450000105500 69294120

ANDERSON ROB

25 STARSDALE CIR

450000105600 69294110

RICHISON ANDRE

(JTWROS)

27 STARSDALE CIR

0450000104000 0069294080 Revoc Trust

1817 Old Parker Road

450000105700 69294100

BURNETT FLOYD L

29 STARSDALE CIR

450000105900 69296030

Giagtzoglou Christos

22 STARSDALE CIR

450000105800 69296040

LEWIS-GUZA NINA

24 STARSDALE CIR

4453000102400 69292960

VAUGHN ASHLEY N

4 MAULDIN CIR

453000200300 68872800

ADAMS DORA

ELIZABETH

1900 OLD PARKER RD

453000102300 69292970

LUCIER CHRISTINE B

(L-EST)

6 MAULDIN CIR

453000102500 69292950

DIXON COBY C

2 MAULDIN CIR

453000102802 2015200715

COURTNEY PERRY

1814 OLD PARKER RD

450000103900 50000103900

BURNSTIN PATRICIA

2 QUAIL TR

453000102800

NO ACCOUNT

POINSETT CROSSING HOA

1310 N PARKER RD

NUMBER OF TAP-OVERS

1. SHORT SIDE - 1

2. LONG SIDE (FREE BORE UNDER W OLD PARKER RD) - 1

3. LONG SIDE (FREE BORE UNDER W MAULDIN CIR) - 2

4. TAP TO SERVICE - 0

N.T.S.

INSET D

6" 45°

BEND

6" GATE VALVE

TYP.

8" W, RJ

6" W, RJ

O

LD PARKER

RO

AD

STATION 9+60 = STATION 0+00 (MAULDIN CIR.)

1- 8"x6" TEE, R.J. STATION 0+02

1- 6" GATE VALVE, RJ w/ BOX

SEE INSET D

(THIS SHEET)

6" W, RJ

STARSDALE CIR.

6" GATE VALVE

STA. 4+18

8"x6" REDUCER, RJ

OLD PARKER RD.

10" STEEL CASING

8" W, RJ

STA. 15+16

6" GATE VALVE, RJ

1+

2+

3+

4+

5+

6+00

7+00

8+00

STATION 8+20

INSTALL:

1 - 45° Bend 6" DI MJ N = 1125418.21 E = 1574026.88

STATION 8+51

INSTALL:

1 - 22.5° Bend 6" DI MJ N = 1125415.03 E = 1573996.15

STATION 8+80

INSTALL:

1 - 6" DI COUPLING MJ (LONG)

N = 1125397.60 E = 1573973.39

STATION 5+65

INSTALL:

1 - 11.25° Bend 6" DI MJ N = 1125248.17 E = 1574217.04

STATION 5+61

INSTALL:

1 - 45° Bend 6" DI MJ N = 1125245.01 E = 1574218.78

4.4'±

STATION 7+64

INSTALL:

1 - 6" x 6" DI TEE MJ 1- 6" GATE VALVE, RJ w/ BOX

1- FIRE HYDRANT ASSMEBLY

N = 1125382.25 E = 1574069.38

0 40 80

SCALE: 1" = 40'

MAULDIN CIRCLE

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-1 0-

.D

T

D

AT

E:

/2 /2

4:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-10-03.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-10-03

KEY PLAN

SCALE: NTS

DRAWING

C-10-01

DRAWING

C-10-02

DRAWING

C-10-03

STARSDALE CIR.

STARSDALE CIR.

O

LD

P

AR

KE

R

RD

OLD PARKER RD.

M

AU

LI

DI

N

CI

R.

M

AU

LI

DI

N

CI

R.

PLAN VIEW - 3

GENERAL NOTES:

KEY NOTES

1. CONTRACTORS WORK TO REMAIN IN EXISTING

RIGHT-OF-WAY AT ALL TIMES.

2. CLEAR AND GRUB MINIMALLY AS REQUIRED TO INSTALL

WATER LINE.

3. CONTRACTOR TO MAINTAIN ALL HOME OWNER UTILITY

SERVICES DURING CONSTRUCTION. IF DAMAGE OCCURS,

CONTRACTOR TO REPLACE AS PER CURRENT STANDARDS.

4. CONTRACTOR TO USE ONE-HALF (1/2) OF

MANUFACTURER'S RECOMMENDED PIPE DEFLECTIONS TO

MAINTAIN A MINIMUM COVER AND AVOID ANY

UNNECESSARY HIGH AND LOW POINTS.

5. CONTRACTOR TO MAINTAIN LOCAL TRAFFIC THROUGHOUT

PROJECT DURATION.

6. ALL JOINTS ARE TO BE RESTRAINED UNLESS OTHERWISE

NOTED. SEE GENERAL NOTES 26-29 ON DRAWING G-00-02.

7. CONTRACTOR SHALL MAINTAIN WATER SERVICES TO ALL

PROPERTIES BY BEST MEANS POSSIBLE DURING

CONSTRUCTION. IF REQUIRED A BY-PASS PLAN SHALL BE

SUBMITTED BEFORE CONSTRUCTION BEGINS.

8. ALL HORIZONTAL AND VERTICAL BENDS, TEES, TAPS, ETC.,

SHALL HAVE THRUST BLOCKING AND APPROVED

RESTRAINT MECHANISM.

9. SEE DRAWINGS C-31-01 AND C-31-02 FOR ALL SEDIMENT

AND EROSION CONTROL NOTES AND DETAILS. BMP'S

SHOWN ON THIS DRAWINGS MAY NOT REPRESENT ALL

BMP'S THAT MAY BE REQUIRED.

10. ALL WATER SERVICE LINES ARE TO BE REPLACED AND

RECONNECTED PER GREENVILLE WATER STANDARDS.

WATER METER REPLACEMENTS SHALL BE DETERMINED

AND COORDINATED BY THE OWNER. SEE GENERAL NOTES

15 AND 16 ON DRAWING G-00-02.

TBM-4 REBAR

SC GRID

N:1124913.15 E:1573727.96

ELEV:1055.33

1 CONTRACTOR TO MAKE NEW 6" WATER MAIN CONNECTION ON

MAULDIN CIRCLE ONCE ALL PERMITS ARE ACQUIRED.

2.5" W

8" SS

OLD PARKER ROAD (SR 324)

(PRESCRIPTIVE R/W)

6" W

M

AU

LD

IN

C

IR

CL

E

(5 0'

R/ W

6" W

2.5" W

8" SS

2.5" W

M

AU

LD

IN

C

IR

CL

E

(5 0'

R/ W

6.1'±

6.8'±

6" W

6" W

SEE NEW 8" WATER MAIN CONTINUATION

ON DRAWING C-11-02

TBM-4

1.6'±

2.9'±

2.8'±

EXIST. FIRE HYDRANT

(TO BE REMOVED)

TEMPORARY FABRIC DROP

INLET PROTECTION

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

TS PS

TS PS

SEDIMENT TUBE (TYP.)

SEE B/C-31-02

TS PS

TS PS

453000100800 68872900

SCHUETTPELZ LOREN E

30 MAULDIN CIR

453000100900 68872890

Brown Margie L

28 MAULDIN CIR

453000101000 68872880

THOMPSON JUSTIN

26 MAULDIN CIR

453000101100 68872870

JEW JOHNNY

24 MAULDIN CIR

453000101500 69293060

WATSON PAMELA

WOOD

22 MAULDIN CIR

453000101600 69293050

GIBSON LINDA JANE

HUGHES

20 MAULDIN CIR

453000101700 69293040

Arnold Joel D

18 MAULDIN CIR

453000102100 69292990

ELLIOTT DARRY

CHRISTOPHER

10 MAULDIN CIR

453000102200 69292980

THOMAS JOHN

HUGHEY

8 MAULDIN CIR

453000102300 69292970

LUCIER CHRISTINE B

(L-EST)

6 MAULDIN CIR

4453000102400 69292960

VAUGHN ASHLEY N

4 MAULDIN CIR

453000200300 68872800

ADAMS DORA

ELIZABETH

1900 OLD PARKER RD

453000200400 69294010

DOBSON FRANCES B

7 MAULDIN CIR

453000200500 69294000

Marsco LLC

9 MAULDIN CIR

453000200700 69293080

BURGETT ROBBIE N

(JTWROS)

15 MAULDIN CIR

453000200800 68872860

ROBERSON OWEN F

27 MAULDIN CIR

453000200900 68872850

WAGNER DAVID

29 MAULDIN CIR

453000201000 68872840

MOLINA

CHRISTOPHER L

31 MAULDIN CIR

453000201100 68872830

Culver Norman P

(JTWROS)

33 MAULDIN CIR

453000200600 69293090

11 MAULDIN CIR

453000101800 69293020

16 MAULDIN CIR

453000101900 69293010

14 MAULDIN CIR

453000102700 69293000

12 MAULDIN CIR

NUMBER OF TAP-OVERS

1. SHORT SIDE - 8

2. LONG SIDE (FREE BORE UNDER W MAULDIN CIR) - 6

3. TAP TO SERVICE - 0

D

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-3 0-

.D

T

D

AT

E:

/2 /2

4:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-30-01.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-30-01

CIVIL DETAILS - 1

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-3 0-

.D

T

D

AT

E:

/2 /2

4:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-30-02.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-30-02

CIVIL DETAILS - 2

2 3 4 5 6

C

B

1 2 3 4 5 6

D

C

B

A

Pa th

: Y :\S

H

AR

ED

\C

LI

EN

TS

\G

R

EE

N

VI

LL

E

W

AT

ER

_S

C \1

- S

TA

R

SD

AL

E C

IR

C

LE

M

AI

N

_G R

-M -2

0-

-A \3

D

ES

IG

N \P

R O

JE

C

T

FI

LE

S\

D

ES

IG

N

\C

AD

\0

C \S

H

EN

AM

E:

3_ C

-3 0-

.D

T

D

AT

E:

/2 /2

4:

U

SE

R

: A N

D Y

JU

M

PE

R

A

THIS DRAWING IS NOT

VALID FOR

CONSTRUCTION

PURPOSES UNLESS IT

BEARS THE SEAL AND

SIGNATURE OF A DULY

REGISTERED

PROFESSIONAL

271 (P-6879)GREENVILE WATER

STARSDALE CIRCLE WATER MAIN IMPROVEMENTS

OF 12

AT FULL SIZE

LINE IS 1 INCH

DRAWING NO.

GW CIP NO.

SHEET NO.

SCALEDESIGNED:

R. BERESKIN

FILENAME

155173_C-30-03.DWG

DRAWN:

A. JUMPER

CHECKED:

L. MIGNOGNA

CHECKED:

J MAZZEI

APPROVED:

REV DATE DESCRIPTION

155173

BC PROJECT NO.

C-30-03

CIVIL DETAILS - 3

WATER MAIN WATER MAIN

SANITARY SEWER, STORM SEWER,

IRRIGATION MAIN AND FORCE MAIN

18" MINIMUM

SEPARATION

36" MINIMUM

COVER

10' MINIMUM SEPARATION FOR SANITARY SEWER,

STORM SEWER OR FORCE MAIN

5' MINIMUM SEPARATION FOR IRRIGATION MAIN

3000 PSI CONCRETE

SURFACE COURSE

(MATCH EXISTING DEPTH)

EXISTING

PAVEMENT

VERTICAL

SAW CUT

SEE DETAIL D (THIS SHEET)

18" MIN. OR

TO EXP JOINT

IF ±3"

VARIES

12"

12"

6"

#4 REBAR @ 6" O.C. E.W.

STABILIZED AGGREGATE

BASE COURSE

SUBSEQUENT BACKFILL

MATERIAL COMPACTED

IN 6-INCH LAYERS TO

95% DENSITY PER

AASHTO T-99

FOUNDATION IF REQUIRED

(TRENCH STABILIZATION)

NOTES:

1. FOR BEDDING TERMINOLOGY AND CLASSIFICATIONS SEE

STANDARD DETAILS

2. REFERENCE SPECIFICATION SECTION 2, TRENCH

EXCAVATION AND BACKFILLING.

TYPICAL UNRESTRICTED TRENCHTYPICAL VERTICAL TRENCH

SHEETING OR SHORING

AS REQUIRED

2" SAW CUT

(TYPICAL)

CUT SHORING 18" BELOW

FINISHED GRADE AND

LEAVE IN PLACE

SUBSEQUENT

BACKFILL

INITIAL

BACKFILL

BEDDING

TRENCH WIDTH

SLOPING SIDES

VARIES

SEE SPECS

FOR SUBGRADE

REQUIREMENTS

REPLACE PAVEMENT TO MATCH

EXISTING WHERE REQUIRED

6"

MIN

WATER MAIN

O.D.

TRACER

WIRE

12" MIN. SELECT BACKFILL COMPACTED

TO 95% MODIFIED PROCTOR

O.D. + 2' - 0"

EXISTING GRADE

TOE PENETRATION

OF SHEETING

DETAIL A

VARIES

SCALE: NONE

TYPICAL TRECH SECTION

DETAIL B

VARIES

SCALE: NONE

TYPICAL WATER / SEWER SEPARATION

DETAIL D

VARIES

SCALE: NONE

CONCRETE PAVEMENT REPLACEMENT

DETAIL E

VARIES

SCALE: NONE

DRIVEWAY REPLACEMENT

DETAIL F

VARIES

SCALE: NONE

ROADWAY SURFACE RESTORATION

WATER MAIN

EDGE OF

ROADWAY

RIGHT-OF-WAY

8" CRUSHED

AGGREGATE

BASE COURSE

WATER MAIN

(SEE PLANS FOR SIZE)

SELECT BACKFILL

TAMPED IN 6" LAYERS

TO 95% AASHTO

DENSITY (MED T-99)

2" (MINIMUM) TYPE #1 ASPHALT SURFACE COURSE

PER SCDOT REQUIREMENTS. MATCH EXISTING

ASPHALT THICKNESS IF EXISTING ASPHALT IS

OVER 2" THICK.

SAW

CUT

M

IN

C O

VE

R

SAW

CUT

TYPE 3

O.D. + 2'-0"

4" MIN.

1'-0" MIN.

O.D

(DUCTILE IRON PIPE)

COMPACTED

EARTH MATERIAL

DETAIL C

VARIES

SCALE: NONE

PIPE BEDDING

LIGHTLY COMPACTED

SELECT MATERIAL

(WIDTH)

BEDDING ZONE

(DETAIL D, THIS SHEET)

OUTLET STAB. STRUCTURE

SYMBOLS FOR EROSION AND SEDIMENT CONTROL PRACTICES

TEMPORARY FABRIC DROP

INLET PROTECTION

1. ABOVE SYMBOLS AND NUMBERS DENOTE EROSION AND

SEDIMENT CONTROL PRACTICES PER THE SOUTH CAROLINA

DHEC STORM WATER MANAGEMENT BMP HANDBOOK, LATEST

REVISION. THESE DETAILS ARE INCORPORATED BY REFERENCE.

2. THE ABOVE LISTING IS GENERAL IN NATURE. SOME PRACTICES

MAY NOT BE REQUIRED ON THIS CONTRACT AND SOME

PRACTICES NOT SHOWN MAY BE REQUIRED.

D

F

A

E

TS

PS

SD

RR

NOTES:

TYPE A -FABRIC INLET

PROTECTION

TYPE D -RIGID INLET FILTERS

TYPE E - SURFACE COURSE

CURB INLET FILTER

TYPE F - INLET TUBE

TYPE A -SEDIMENT TUBE

INLET PROTECTION

TEMPORARY SEDIMENT TRAP

SEDIMENT BASIN

SILT FENCE

CHECK DAM

SEDIMENT TUBE

PERMANENT DIVERSIONS

TEMPORARY DIVERSIONS

RIP RAP

SODDING

PERMANENT SEEDING

(ADHERE TO EC-03 DETAILS)

TEMPORARY SEEDING

(ADHERE TO EC-03 DETAILS)

SURFACE STABILIZATION

TEMPORARY GRAVEL CONSTRUCTION ENTRY/EXIT

TREE PRESERVATION AND PROTECTION

SURFACE ROUGHENING

SITE PREPARATION OUTLET PROTECTION

INLET PROTECTION

EROSION CONTROL BLANKET (ECB)

TURF REINFORCMENT MATS (TRM)

OR

SEDIMENT AND EROSION CONTROL NOTES

CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN

1. NO GROUND DISTURBING ACTIVITIES MAY BE PERFORMED ON THE SITE WITHOUT AN APPROVED SEDIMENT AND EROSION CONTROL PLAN.

2. ONE WEEK PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER. THE PURPOSE OF THIS MEETING WILL BE TO REVIEW THE REQUIREMENTS OF THE SEDIMENT AND EROSION CONTROL PLAN.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, EXCAVATION, OR FILLING, EXCEPT THOSE

OPERATIONS NEEDED TO INSTALL SUCH MEASURES.

4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE "STORM WATER MANAGEMENT

BMP HANDBOOK," PUBLISHED BY THE SOUTH CAROLINA DHEC, PUBLISHED AUGUST 2005.

5. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER IF DEEMED NECESSARY BY THE ENGINEER OR SCDES INSPECTOR.

6. GRASSING FOR DISTURBED AREA STABILIZATION WILL BE PERFORMED AS NOTED IN THE "STORM WATER MANAGEMENT BMP HANDBOOK," PUBLISHED BY THE SOUTH CAROLINA DHEC. GRASSING FOR TEMPORARY AND PERMANENT SEEDING SHALL BE AS SPECIFIED ACCORDING TO PAGES 8-10 AND 25-27 RESPECTIVELY OF THE ABOVE REFERENCED MANUAL. UNLESS OTHERWISE APPROVED BY THE ENGINEER.

7. ALL TEMPORARY AND PERMANENT DIVERSIONS SHALL BE SEEDED, FERTILIZED AND LINED WITH FIBER FABRIC IMMEDIATELY UPON COMPLETION OF THE CHANNEL. WITH THE EXCEPTION OF TEMPORARY AND PERMANENT DIVERSIONS, ALL DISTURBED AREAS EXPOSED

FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHED.

8. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AT THE INTERVAL SPECIFIED IN THE SOIL EROSION AND SEDIMENTATION CONTROL NOTES. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN PROPER FUNCTION OF ALL MEASURES.

9. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS AND BLOCK AND GRAVEL INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS REACHED 50%. GRAVEL SHALL BE REPLACED WHEN THE DEVICE NO LONGER DRAINS PROPERLY.

10. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE ONCE IT HAS ACCUMULATED TO A DEPTH OF 0.5 FT AT THE FENCE. SILT

FENCE SHALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.

11. TEMPORARY AND FINAL SEEDING SHALL BE APPLIED, RE-APPLIED AS NECESSARY, CONTROL DEVISED, ANY RESULTING EXPOSED AREAS

SHALL BE STABILIZED.

12. AFTER EARTH DISTURBING ACTIVITIES HAVE CEASED AND ALL EXPOSED SOIL HAS BEEN STABILIZED WITH A VEGETATIVE COVER, THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED. FOLLOWING REMOVAL OF THE TEMPORARY EROSION

CONTROL DEVICES, ANY RESULTING EXPOSED AREAS SHALL BE STABILIZED.

1. THE GREENVILLE COUNTY CONSTRUCTION INSPECTION DIVISION SHALL BE NOTIFIED BY

THE PERMIT HOLDER AT A MINIMUM OF 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. A

PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH

AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION

ACTIVITIES.

2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND FUNCTIONING

PRIOR TO BEGINNING ANY PROJECT EARTH DISTURBING ACTIVITIES.

3. ALL SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED UNTIL CONSTRUCTION IS

COMPLETE, THE SITE IS PERMANENTLY STABILIZED, AND THE NOTICE OF TERMINATION

(NOT) IS FILED WITH SCDES.

4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES

OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND

PERMANENT STABILIZATION OF ALL DISTURBED AREAS . 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 PERMANENTLY STABILIZED.

5. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY

SEVEN (7) CALENDAR DAYS. DAMAGED, INEFFECTIVE, OR INCORRECTLY INSTALLED

DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY, WITHIN 48 HOURS OF

IDENTIFICATION.

6. ALL INSPECTION RECORDS SHALL BE DOCUMENTED IN WRITTEN FORM AND CATALOGUED

IN A RECORD KEEPING BINDER FOR THE PROJECT (SWPPP BOOK). THE COUNTY MAY

REQUIRE ELECTRONIC SUBMISSION OF WEEKLY INSPECTION RECORDS.

7. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT AREA, AND CUMULATIVE

PRECIPITATION DEPTH SHALL BE RECORDED WITH WEEKLY INSPECTION DOCUMENTATION.

ALL RAINFALL EVENTS 0.5” AND GREATER, AS RECORDED ONSITE OR BY A WEATHER

STATION IN REASONABLE PROXIMITY TO THE PROJECT, SHALL ALSO BE DOCUMENTED

WITH THE WEEKLY INSPECTION REPORTS.

8. ALL EROSION PREVENTION AND SEDIMENT CONTROL PLANS AND INSPECTION

DOCUMENTATION (E.G., SWPPP BOOK, CERTIFICATION STATEMENTS, INSPECTION

RECORDS, MAINTENANCE RECORDS, AND RAINFALL DATA) SHALL BE RETAINED AT THE

CONSTRUCTION SITE OR, IF APPROVED BY THE COUNTY, AT A NEARBY LOCATION EASILY

ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF

CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. ALL

PLANS AND DOCUMENTS SHALL BE UPDATED AS REQUIRED PER SC NPDES GENERAL

PERMIT SCR 100000.

9. 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.

10. 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 BY 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 RESUMED WITHIN 14

DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON

THAT PORTION OF THE SITE.

11. THE SITE SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN ALL SURFACE

DISTURBING ACTIVITIES ARE COMPLETE AND EITHER OF THE TWO FOLLOWING CRITERIA IS

MET:

A. A UNIFORM (E.G., EVENLY DISTURBED, WITHOUT LARGE BARE AREAS) PERENNIAL

VEGETATIVE COVER WITH A DENSITY OF 70% OF THE NATIVE BACKGROUND

VEGETATIVE COVER FOR THE AREA HAS BEEN ESTABLISHED ON ALL UNPAVED

AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR

B. EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS RIPRAP, GABIONS,

OR GEOTEXTILES) HAVE BEEN EMPLOYED.

12. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND MAINTAINED ON THE

PROJECT SITE. STORM WATER INLET PROTECTION SHALL BE PROVIDED FOR ALL INLETS

(UPSTREAM AND DOWNSTREAM) WITHIN 50 FT. OF THE CONSTRUCTION ENTRANCE OR

DISTURBANCE (ON BOTH SIDES OF THE PUBLIC ROADWAY).

13. ALL EXISTING AND NEW STORM WATER STRUCTURES, AFFECTED BY THIS PROJECT, SHALL

BE INSPECTED AND MAINTAINED CLEAN OF ACCUMULATED DEMOLITION DEBRIS OR

SEDIMENTS.

14. DISPOSAL OF ALL RECOVERED SEDIMENTS AND CONSTRUCTION DEBRIS SHALL BE IN

ACCORDANCE WITH ALL APPLICABLE CITY, STATE AND FEDERAL REGULATIONS. NO

SEDIMENT OR CONSTRUCTION DEBRIS SHALL BE FLUSHED DOWN THE STORM WATER OR

SANITARY SEWER…