20220684 Ver 2_21-027 - The Charles - Site Development Plans_20230517

SHEET 1 OF 24
LEGEND COVER SHEET & SITE PLAN GENERAL NOTES
ABS=ACRYLONRRILE-BUTADIENESTYRENE GENERAL NOTES
ARMH=AIR RELEASE MANHOLE -
AL =AREA LIGHT - 1. ALL AREAS CALCULATED BY COORDINATE GEOMETRY-
Be =BOTTOM OF BANK 2. REFERENCE:MAP BOOK 87,PG 136 OF THE PITT COUNTY REGISTER OF DEEDS.
BM =BACK OF CURB TO BACK OF CURB 3. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ARE AS DETERMINED BY THE FEDERAL
BC =BACK OF CURB EMERGENCY MANAGEMENT AGENCY.REFERENCE:PITT COUNTY FIRM 3720466600J.DATED JULY 7,2014.
Bo =BOLLARD 4. ALL ELEVATIONS SHOWN ARE BASED ON NATIONAL AMERICAN VERTICAL DATUM 1988,(NAVD 88).
FIFE -BASE LOODELEVATION
BLD =BUILDING CORNER 5. GREENVILLE UTILITIES COMMISSION'S RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER.
BM =BENCH MARK 6. GREENVILLE UTILITIES COMMISSION'S RESPONSIBILITY FOR SEWER SERVICES END AT CLEANOUT AT THE
BMP=BEST MANAGEMENT PRACTICE RIGHT OF WAY,(OR EASEMENT LINE).
Bo =BLOW-0FF _ Th Ch I 7. ALL UTILITIES WILL BE UNDERGROUND.
BOV=BLOW-OFF IN VALVE BOX 8. PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN.
ESP=BACTERIOLOGICAL
SAMPLING POINT - 9. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC.(PRIVATE PORTION OF WATER&SEWER SERVICES)
BV =BALL VALVE 10. ALL REQUIRED IMPROVEMENTS TO BE BUILT IN ACCORDANCE WITH THE CITY OF GREENVILLE MANUAL OF
CAN=CABLETELEVISION BOX STANDARD DESIGNS AND DETAILS(MSDD).
CB =CATCH BASIN e ar es 11. CONTRACTOR TO NOTIFY ULOCO 72 HOURS PRIOR TO CONSTRUCTION.
CH =CHORD
CUD =CENTERLINE DITCH 12. ALL DUMPSTER CONTAINER PADS SHALL BE COMBINATION
ON THREE SIDES BY A COMPLETE VISUAL SCREEN
CLP =CENTERLINE PATH - CONSISTING OF A FENCE,VEGETATION OR COMBINATION THEREOF.
CLR=CENTERLINE ROAD 13. GUC GASIU ILITY EASEMENT IS 10'IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED.
CMP=CORRUGATED METAL PIPE 14. NO PORTION OF ANY PARKING AREA,INCLUDING ANY DRIVEWAY,PARKING SPACE,DRIVE ISLE OR TURNING
Co =CLEAN OUT AREA.SHALL BE LOCATED MORE THAN THIRTY(30)FEET FROM ANON SITE SMALL TREE OR MORE THAN
CONC=CONCRETE SEVENTY FIVE(75)FEEL FROM AN ON-SITE LARGE TREE.FOR THE PURPOSES OF THIS SECTION,THE
CP =COMPACT PARKING SPACE GREENVILLE W I N T E R V I L L E TOWNSHIP PITT COUNTY N.C. MEASUREMENT SHALL BE FROM THE FARTHEST EDGE OF THE SUBJECT AREA TO THE CENTER OF THE BASE OF
CPP=CORRUGATED PLASTIC PIPE THE CLOSEST QUALIFYING ROM THE.
of =DROP INLET , , , 15. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED AS APPROVAL OF ALL
DIP =DUCTILE IRON PIPE NOTED VEGETATION MATERIAL ENCROACHMENTS,AS SHOWN ON THIS SITE PLAN.
DS=DOWNSPOUT 16. PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT,ALL VEGETATION MATERIALS REQUIRED BY THIS ARTICLE
DW =DRIVEWAY
EBOX=ELECTRICAL BOX SHALL BE IN PLACE WITH WRITTEN CERTIFICATION FROM THE INSTALLER STATING THAT THE VEGETATION HAS
ECM=EXISTING CONCRETE MONUMENT BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PRELIMINARY PLAN.APPLICABLE REQUIREMENTS
EIA =EXISTING IRON AXLE SHALL BE SUBMITTED TO THE DIRECTOR OF PLANNING OR AUTHORIZED REPRESENTATIVE.SAID WRITTEN
EIP =EXISTING IRON PIPE CERTIFICATION SHALL INCLUDE A FINAL VEGETATION PLAN INDICATING THE PRELIMINARY VEGETATION PLAN,
EIS =EXISTING IRON STAKE SITE PLAN DATA,MATERIAL TYPE(S),COMMON PLANT NAME(5)AND THE SPECIFIC LOCATION OF ALL INSTALLED
ELEC=ELECTRICAL AND/OR EXISTING QUALIFIED MATERIALS.THE FINAL VEGETATION PLAN SHALL BE INDICATED ON AN APPROVED
ELM=ELECTRIC METER BOX SITE PLAN.WRITTEN CERTIFICATION SHALL SERVE AS A REQUEST FOR INSPECTION.FULL COMPLIANCE WITH
ELMH=ELECTRIC MANHOLE THE REQUIREMENT CONTAINED HEREIN SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.APPROVAL
EMN=EXISTING MAG NAIL BY THE CITY OF ANY MATERIALS INSTALLED OR THE ISSUANCE OF ANY PERMIT SHALL NOT RELEASE THE
EP =EDGE OF PAVEMENT
EPKN=EXISTING PARKER KALON NAIL PROPERTY OWNER FROM SUCH RESPONSIBILITY.NO FINAL OCCUPANCY PERMS.SHALL BE ISSUED PRIOR TO
ERRS=EXISTING RAILROAD SPIKE INSPECTION AND APPROVAL OF THE REQUIRED
MATERIALS AND IMPROVEMENTS,EXCEPT AS FURTHER
ESCP=EXTRA STRENGTH CONCRETE PIPE PROVIDED.
FV =ELECTRIC VEHICLE CHARGING STATION OWNER/DEVELOPER: THE CHARLES ON THE CHARLES LLC 17. TREES SHALL BE EC DON TO
TED AMINIMUMDED 5'OFF CITYHE OF GREENVILLE.
CENTERLINE OF DRAINAGE PIPES.
EW =EDGE OF WATER , 18. TRASH COLLECTION TO BE PROVIDED BY THE CITY OF GREENVILLE.
FES =FLARED END SECTION - 19. NO LARGE TREES TO BE PLANTED IN THE SANITARY SEWER OR WATERLINE EASEMENTS.
FFE =FINISHED FLOOR ELEVATION 639 EXECUTIVE PLACE,SUITE 400 20. EXISTINGSUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR SPECIFIC LOCATION(S),
FIT -FREHDRANT F RM=FLOOD INSURANCE RATE ALL RE
MAP FAYETTEVILLE,NC 28305 ),AND SIZE(5).
FL =FLUME 27. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE GREENVILLE UTILITIES COMMISSION MANUAL FOR THE
FM =FORCE MAIN [phone] DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM EXTENSIONS.
FMV=FORCE MAIN VALVE 22. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS,STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING
FONT=FIBER OPTIC MARKER email:[e-mail] CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RNJs.
FOV =FIBER OPTIC VAULT 23. EXISTING SUBSTITUTE MATERIALS SHALL BE PROTECTED FROM SITE DEVELOPMENT ACTIVITIES IN
GM =GAS METER DATE:APRIL 24,2023 ACCORDANCE WITH SECTION 9-4-265(F).
GV =GAS
VALVE 24. NO NEW OR QUALIFIED EXISTING LARGE TREE SHALL BE LOCATED WITHIN FIFTEEN(15)FEET OF AN OVERHEAD
GUY-GUY WIRE ELECTRIC DISTRIBUTION LINE.
HS =HOSE BIBB 25. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY GREENVILLE UTILITIES COMMISSION
ICV =IRRIGATION CONTROL VALVE PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER MAINS.
INV =INVERT 26. SUBDIVISION SIGNAGE SHALL NOT BE LOCATED WITHIN ANY UTILITY EASEMENT.
JS =JUNCTION BOX 27. ALL PARKING AREAS SHALL BE SCREENED IN ACCORDANCE WITH SEC.9A-268(i)(9).
LP =LIGHT POLE �1' ,� ��""" �� �' 28. EXISTING UNUSED WATER AND/OR SEWER SERVICES SHALL BE ABANDONED IN ACCORDANCE WS.H GUC
LSA =LANDSCAPED AREA RBxca qt ^ % STANDARDS.
MS
=MAIL BOX '4H1\-1��1JI f 29.FOOD HANDLING FACILITIES WILL REQUIRE THE INSTALLATION OF A GREASE INTERCEPTOR IN ACCORDANCE
MBL=MINIMUM BUILDING LINE I�=MANHOLE WITH THE GUC MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND WASTEWATER SYSTEM
MH - _
MHW=MEAN HIGH WATER a - � ��� EXTENSIONS.SHOP DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY GUC PRIOR TO INSTALLATION
MP =METAL PIPE - o ® \ ' AND THE CONTRACTOR IS REQUIRED TO NOTIFY GUC AT(252)551-2068,48 HOURS PRIOR TO THE INSTALLATION
MW =MONITORING WELL $ \^ TO SCHEDULE INSPECTION.
NTS =NOTTO SCAUE �p� a�1 30. FACILITIES IDENTIFIED BY GUC AS HAVING A POTENTIAL FOR BACKFLOW INTO THE COMMISSIONS PUBLIC
oCs OUTLET CONTROL STRUCTURE ® WATER SUPPLY SYSTEM,WILL REQUIRE THE INSTALLATION OF A BACKFLOW PREVENTION ASSEMBLY ON ALL
OUP OVERHEAD UTKRY POLE ,Erla` m ` U \ SUCH SERVICE LOCATIONS IN ACCORDANCE WITH THE GUC MANUAL FOR THE DESIGN AND CONSTRUCTION OF
PH =PUMP HOUSE - ///
PIV -POST[NDICATOR VALVEhggq I��� x WATER AND WASTEWATER SYSTEM EXTENSIONS.SHOP DRAWINGS FOR ASSEMBLIES 4 INCHES AND LARGER
PC =POINT OF CURVATURE \ �LI�Y�Y ARE TO BE SUBMITTED TO AND APPROVED BY GUC PRIOR TO INSTALLATION AND THE CONTRACTOR IS
PCC =POINT OF COMPOUND CURVATURE @� 's \ ®®� f1 ���`�.../// a REQUIRED TO NOTIFY GUC AT(252)551-1551.48 HOURS PRIOR TO THE INSTALLATION TO SCHEDULE
POB =POINT OF BEGINNING �� o~ oG \V INSPECTION.
PRC =POINT OF REVERSE CURVATURE e^�°"pO \ 31. OWNERSHIPAND MAINTENANCE BY GREENVILLE UTILITIES ENDS AT THE METER.
PT =POINT of TANGENCY qE9 ® 32. BAINTENA ASSEMBLY SHALL O INSTALLED AFTER THE METER HAS BEEN HE DEVELOPER
N AND
PUE=PRIMARY UNDERGROUND ELECTRIC MAINTENANCE OF THE BACKFLOWASSEMBLY IS THE RESPONSIBILITY OF THE DEVELOPER AND IS TO BE
PVC -PO Nri CHLORIDE INSTALLED AND BE OPERATIONAL(i.e.:TESTED)WITHIN 15 BUSINESS DAYS OF THE INSTALLATION OF THE
R =RADIUS a g � WATER METER.IT IS RECOMMENDED THATA HEATING DEVICE BE INSTALLED ON THE ABOVE GROUND
RCP=REIN FORCED CONCRETE PIPE /�`ti�,' J' ® ® VA
® 'D ENCLOSURE TO PREVENT FREEZING OF THE ASSEMBLY.
RNV=RIGHT-OF-WAY ` 0, / / 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES AND SHALL NOTIFY
SCM=STORMWATER CONTROL MEASURE ��® 9� ®� NC ONE CALL 1-800£32-I949)AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT
SIP =SET IRON PIPE ® o�
SMN=SET MAG NAIL EXISTING UTILITIES IN THE AREA MAY BE FLAGGED OR STAKED.
SPKN=SET PARKER KALON NAIL ®� / ° ® 34. WETLANDS ARE VALUABLE NATURAL RESOURCES THAT PROVIDE IMPORTANT ECOLOGICAL FUNCTIONS.BE
5RR5=SET RAILROAD SPIKE " ADVISED THAT ACTIVITIES IN WETLANDS ARE REGULATED BY THE FEDERAL GOVERNMENT UNDER SECTION 404
SS =SEWER SERVICE ® �.; ® v,..x" 8 "l OF THE CLEAN WATER ACT.JURISDICTIONAL WETLANDS MAY INCLUDE THE PINE-SHRUB POCOSINS THAT ARE
SSMH=SANITARY SEWER MANHOLE ®® ®®®oa q�q��® COMMON IN THIS REGION.IF ANY PRIVATE LAND OWNER,DEVELOPER,CORPORATION,OR OTHER PERSON
STMH=STORM SEWER MANHOLE CONSTRUCTION NOTES ®�po�d �y=� �ywa' $ 2 `d` "" � PROPOSES TO UNDERTAKE CONSTRUCTION/FILLING ACTIVITIES IN OR NEAR A LAKE,STREAM,CREEK,
SUE =SECONDARY UNDERGROUND ELECTRIC ® TRIBUTARY OR ANY UNNAMED BODY OF WATER INCLUDING ITS ADJACENT WETLANDS,FEDERAL PERMIT
SV =SEWER VENT ®® AUTHORIZATION MAY BE REQUIRED FROM THE U.S.ARMY CORPS OF ENGINEERS PRIOR TO COMMENCEMENT
SW =SIDEWALK 1. PAVED AREAS SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6"OF SUBGRADE WHICH SHALL BE ® OF SUCH LAND-DISTURBING ACTIVITIES.PLEASE CONTACT M5.TRACEY WHEELER,TELEPHONE[phone]BI1,
SWHDPE=SMOOTH WALL HDPE +�
COMPACTED TO 100%MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99. ,y "'�LO1� FOR A WETLAND DETERMINATION AND INFORMATION REGARDING SPECIFIC PERMIT REQUIREMENTS.THE
SWPP =SMOOTH WALL PLASTIC PIPE ®® ®a €� j�"L CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE
2. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH DIVISION 2-"EARTHWORK"OF THE NCDOT STANDARD SPECIFICATIONS FOR
TB =TOP OF BANK(TOPO ONLY) ® 8 ® u
TBK =TOP OF BLOCK ROADS AND STRUCTURES DATED JANUARY 2018. ®®®®�® q � ®® a NwRmx ROADWAY,DRAINAGE,WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF
MR =TO BE REMOVED 3. ALL PIPE CULVERTS SHALL BE IN ACCORDANCE WITH DIVISION 3-"PIPE CULVERTS"OF THE NCDOT STANDARD ®®®®`�� �� m� ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
TC =TOP OF CURB SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. 'k = % i WA �+°� �° 35. SIGNAGE SHALL BE PER ARTICLE"N"OF THE GREENVILLE CITY CODE.
TCD =TRUNCATED DOME 4. ALL MAJOR STRUCTURES SHALL BE IN ACCORDANCE WITH DIVISION 4-"MAJOR STRUCTURES"OF THE NCDOT STANDARD ®®®®®® '� 36. SITE SHALL MEET ALL APPLICABLE ACCESSIBILITY CODE REQUIREMENTS.
TCONC=TOP OF CONCRETE SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. ® 37. ANY UNUSED DRIVEWAY(5)TO BE REMOVED PER CITY OF GREENVILLE DRIVEWAY ORDINANCE AND NCDOT
TG =TOP OF GRAVEL 5. ALL SUBGRADE,BASES AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 5-"SUBGRADE,BASES AND SHOULDERS" - SPECIFICATIONS.
TLMH=TELEPHONE MANHOLE OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. °" q 38. LANE CLOSURES ON THOROUGHFARE ROADS ARE ONLY PERMITTED BETWEEN THE HOURS OF 9:00 AM AND 4:00
TP =TOP OF PAVEMENT 6. ALL ASPHALT PAVEMENTS SHALL BE IN ACCORDANCE WITH DIVISION 6-"ASPHALT PAVEMENTS"OF THE NCDOT STANDARD - °:. PM,MONDAY THROUGH FRIDAY.UNLESS OTHERWISE PERMITTED BY THE TRAFFIC ENGINEER.IN
TSW -TOP OF SIDEWALK SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. ✓T@y 4.. SITE ADDITION,THERE WILL BE NO LANE CLOSURES ON HOLIDAYS INCLUDING THE DAY BEFORE AND AFTER SAID
TOT H _TTELEPHONE MOTAL IT 7. ALL CONCRETE PAVEMENTS AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 7-"CONCRETE PAVEMENTS AND a HOLIDAY.A TRAFFIC CONTROL PLAN PREPARED IN ACCORDANCE WITH THE NCDOT MANUAL OF UNIFORM
SHOULDERS"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. 4b / - TRAFFIC CONTROL DEVICES 15 REQUIRED FOR ALL LANE CLOSURES AND MUST BE APPROVED BY THE TRAFFIC
T =TELEPHONE PEDESTAL ®®
TRANS
S=ELECTRICAL TRANSFORMER 8. ALL INCIDENTALS SHALL BE IN ACCORDANCE WITH DIVISION B-"INCIDENTALS°OFTHE NCDOT STANDARD SPECIFICATIONS FOR ` 4 ® ®®® ® u ENGINEER.
TSB=TRAFFIC SIGNAL BOX ROADS AND STRUCTURES DATED JANUARY 2018. 1 39. FINISHED FLOOR ELEVATION OF ALL BUILDINGS MUST COMPLY WITH THE CURRENT CITY OF GREENVILLE FLOOD
FI TSP=TRAFC SIGNAL SUPPORT POLE 9. ALL SIGNING SHALL BE IN ACCORDANCE WITH DIVISION 9-"SIGNING"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS ® ® ® I PREVENTION ORDINANCE.
UTP=UTILITY POLE AND STRUCTURES DATED JANUARY 2018. 40. SITE LIGHTING PLAN MUST COMPLY WITH THE CITY OF GREENVILLE LIGHTING STANDARDS.
VG =VALLEY GUTTER RL ALL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION 10-"MATERIALS"OF THE NCDOT STANDARD SPECIFICATIONS FOR El El � ,roe 41. NEW BUILDINGS MUST COMPLY WITH NC FIRE CODE SECTION 510-EMERGENCY RADIO COVERAGE.
WDL=WOODSUNE ROADS AND STRUCTURES DATED JANUARY 2018. 42.A TOTAL OF(14)6-CY DUMPSTER CONTAINERS(330124)OR AN EQUIVALENT OF(10)8-CY DUMPSTER
WM=WATER METER BOX 11. ALL SELECT FILL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION 10.SECTION 1016-"SELECT MATERIALS"OF THE NCDOT xP- ,a, CONTAINERS(330124 x 618)IS REQUIRED.
WS=WRAPPED STEEL OINT STANDARD SPECIFICATIONS FOR SELECT MATERIALS:CLASS 111,TYPE 2.DATED JANUARY Z016. m (� su'D �� \ pew 43. A TOTAL OF(16)96-GALLON RECYCLING CONTAINERS IS REQUIRED(330120).
12 ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DIVISION 11-"WORK ZONE TRAFFIC CONTROL"OF THE ❑s 44.RECYCLING CARTS SHALL BE PURCHASED PRIOR TO OCCUPANCY.
WV=WATERVALVE o
�T-=NOT TO SCALE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. $ \\\`�\\y/// 45. STORM WATER MANAGEMENT PLAN IS REQUIRED.
13. ALL PAVEMENT MARKINGS,MARKERS AND DELINEATION SHALL BE IN ACCORDANCE WITH DIVISION 12-"PAVEMENT MARKINGS, 46.EROSION CONTROL PLAN IS REQUIRED.
® =CLA55 RB^STONEAPRON MARKERS AND DELINEATION"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY $ 47.NCDOT DRIVEWAY PERMIT IS REQUIRED.
-CONSTRUCTIONEEADUTE40(R 2018. / - 48.NCDOT ENCROACHMENT AGREEMENT IS REQUIRED
=EXISTING OVERHEAD UTILITIES 14. ALL LIGHTING SHALL BE IN ACCORDANCE WITH DIVISION 14-"LIGHTING"OF THE NCDOT STANDARD SPECIFICATIONS FOR `/ 49.FINAL PLAT APPROVAL IS REQUIRED
=EXISTING SANITARY SEWER LINE
=SANITARY SEWER FORCE MAIN ROADS AND STRUCTURES DATED JANUARY 2018. �y�9S6° 51. PROPERTY HAS BEEN ANNEXED.REF:C.O.G.ORD.VALLEY
Y GUT oB PRIOR
R T 7POURI;G O PG 176.
15. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DIVISION 15 JANUARY
2018 CONSTRUCTION"OF THE NCDOT yys9P 51. INSPECTION OF THE STEEL REINFORCEMENT IN VALLEY GUTTERS PRIOR TO POURING CONCRETE IS REQUIRED.24 HOUR
-=EXISTING WATER LINE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY 2018. �O /' ADVANCE NOTICE IS REQUIRED.
=LIMFSOFCONSTRUCTION 76. ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DIVISION 16-"EROSION CONTROL g ( 52. THERE ARE NO WETLANDS ON THIS PROPERTY.REF USAGE ACTION ID'.SAW-2D1fi-01755.
=UNDERGROUND TELEPHONE LINE 'j. °Ivy I 53. ALL DITCHES REQUIRING 48'PIPE OR LESS SHALL BE PIPED.
-- GAS LINE AND ROADSIDE DEVELOPMENT"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JANUARY
-=FIBER OPTIC LINE 2018.
-=UNDERGROUND ELECTRICAL LINE 17. ALL SIGNALS AND INTELLIGENT TRANSPORTATION SYSTEMS SHALL BE IN ACCORDANCE WITH DIVISION 17-"SIGNALS AND 8
-=UNDERGROUND CABLE INTELLIGENT TRANSPORTATION SYSTEMS"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED / t� '" Bb
=SILT FENCE JANUARY 2018. ¢ UTILITY PROVIDERS:
TEL
T E CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE ROADWAY, O /
N _% =ZONING CLASSIFICATION DRAINAGE,WATER UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL �� p/'� STORM DRAINAGE: ELECTRIC UTILITIES:
a PAYMENT FROM THE OWNER.
AREA TO BE DEMOLISHED
O = </ CRY OF GREENVILLE GREENVILLE UTUJDES COMMISSION
CONTACT:USA KIRBY.PE CONTACT:KYLE BROWN
\S =TREE PHONE:(252)329<525 PHONE MI-1464
z „S LOCATION&VICINITY MAP WATER&SANITARY SEWER: TELEPHONE:
GREENVILLE UTILITIES COMMISSION CENTURY LINK
CONTACT:CLIFF CAHOON,PE CONTACT:SHARON JONES
PHONE:[phone] PHONE:[phone]
Lj PUBLIC STREETS: CABLE TV:
a
CITY OF GREENVILLE SUDDEN LINK
SHEET INDEX CONTACT:USA KIRBY,PE CONTACT.NATHAN BA HILL
PHONE[phone] PHONE:[phone]
uj o SHEET 1 OF 24-COVER SHEET&SITE PLAN GENERAL NOTES NCDOT:
SHEET 2 OF 24-BOUNDARY,TOPOGRAPHIC SURVEY,&DEMOLITION PLAN(MAIN IMPROVEMENTS AREA) NORTH CAROLINA DEPARTMENT OFTRANSPORTATION
SHEET 3 OF 24-BOUNDARY,TOPOGRAPHIC SURVEY,&DEMOLITION PLAN(SCM&SEWER OUTFALL AREA) CONTACT:GENE PITTMAN.DISTRICT ASSISTANT ENGINEER
E
SHEET 4 OF 24-SITE&STAKING PLAN PHONE:[phone]
SHEET 5 OF 24-GRADING&STORM DRAINAGE PLAN
uo
SHEET 6 OF 24-CLUBHOUSE&POOL HOUSE AREA GRADING PLAN
SHEET 7 OF 24-EROSION CONTROL PLAN-PHASE I
CITY OF GREENVILLE SITE PLAN APPROVAL DATE
SHEET 8 OF 24-EROSION CONTROL PLAN-PHASE II
< SHEET 9 OF 24-WATER DISTRIBUTION&SANITARY SEWER SYSTEM PLAN 0 APPRovED O APPROVED AS NOTED
SHEET 10 OF 24-STORMWATER WETLAND DETAILS
SHEET 11 OF 24-SITE VEGETATION PLAN zoxxc ENGINEERING
F SHEET 12 OF 24-CHARLES BOULEVARD DECELERATION LANE PLAN suRVEVDR­ooDPUIN INSPEcnONS
SHEET 13 OF 24-CHARLES BOULEVARD DECELERATION LANE NOTES&DETAILS
SHEET 14 OF 24-PLAN&PROFILE-SANITARY SEWER OUTFALL FIRE RESCUE cucE Ec we
T I SSMH#4 TO EX.SSMH(TIE-IN)-STA.0+00.00 TO STA.9+07-32 GU6WATE UAER GUC GAS
o Call 72 Hours Before You Dig! SHEET 15 OF 24-PLAN&PROFILE-PATTISON COURT(PUBLIC)-STA.0+00 TO STA.2+25.64 AND S YECE A GN
1-800-632-4949 PLAN&PROFILE-"DRIVEWAY A"-STA.0+00.00 TO STA.5+89.33
SHEET 16 OF 24-PLAN&PROFILE-"DRIVEWAY A"-STA.5+89.33 TO STA.16+00.00 RAFHcs-CEs NDTES
i1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE SHEET 17 OF 24-PLAN&PROFILE-"DRIVEWAY A"-STA.16+00.00 TO STA.21+50.00 NOTE SIZE PLAN APPROVAL ONLY.ENGII4EERIARCHRELTSURVEYOR SHALL BE RESPONSIBLE FOR AOEOIMCY OF DESIGN,ERROROR
PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED SHEET 19 OF 24-PLAN&PROFILE-"DRIVEWAY A"-STA.21+50.00 TO STA.30+50.00 OMISSIONS IN THE PLANS.ALL PANS SHALL MEEfALLSPECIFlf DNS.STANDARDS AND APPLICABLE REGUADONS.
w PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG SHEET 19 OF 24-PLAN&PROFILE-"DRIVEWAY A"-STA.30+50.00 TO STA.35+04.09
i MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. SHEET 20 OF 24-STREET&STORM DRAINAGE NOTES&DETAILS
cJ 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED `L1NunINI1/Tq�A
ACCORDING TOTHESTANDARDS OF THE NORTH A SHEET 21 OF 24-SANITARY SEWER SYSTEM DETAILS ., µIT
DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION. s s
SHEET 22 OF 24-WATER DISTRIBUTION SYSTEM DETAILS
WHICHEVER IS MORE STRINGENT. ?_
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING SHEET 23 OF 24-EROSION CONTROL DETAILS
STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. = E 43249 = - Baldwin DeSI LC349
z SHEET 24 OF 24-EROSION CONTROL NOTES = -
o`!FND24�A3 Consultants, PA
GREENVILLEA ARLIN T - 252756139
170E-0 FIST C 27&98 BOULEVARD
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email:[e-mail]

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Q m L I \ \ SUN ' •5 _ STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED.
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DEMOLITION NOTES
"ss,U� IIIry�V^ NOTE:INffWTE THE REMOVAL OF EXISTING ��' / / N/I 2/ II - _ /NF- OIJS� ECENTERUNE OF SOUTH PRONG/_ \mil \ woi,Yrr' / AGRICULTURAL-LUC=1
_ .:✓"¢ 30"CURB&GAITER WITH 12"ASPH/1LT&CABC , __ - �/ oIZdNE 1 �. - �P OF MEETING HOUSE BRANCH IS THE 1 CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
CLIFTON LLOYD BROCK,JR-;
1 op y.I;ww AT THEFIRSTCURB&GURER JOINT LOCATED \ Cp ZpNEs L3 _ )- .�w(11� ROPERTY LINE(TYP.) `'WOODED / DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
IX.ASPHALTI APPROXIMATELY5'NORTH OF IX.CATCH BASIN - - E\ EG' ,'+m v TRUSTEE UNDER THE KITTELL
1 a PPt� ER F M /w�Na / ry CONTRACTOR SHALL OBTAIN ALL PERMITS.
'O DRIVEWAY L (I a0 QI a I / 50•SPRPNBUfg�K/o_ `�.'"- �\_ CD ras, xe,9 - _ a9., �/ IRREVOCABLE TRUST
q EX.48" °eE y I EX 15"RCP va.a j ,p\P M Ov L� u / RO�� L-s°° Af°' 1 * O DB 3051,PG 312 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION
l a vnury a w, -of WITH APPLICABLE UTILITY COMPANIES,IE,GAS,CABLE,POWER,TELEPHONE,WATER,
GRATE 6l.
-GUTTER SEWER ETC-
EX m .CR ,a EX.24"RCP -
c0 o e �- s EA sREE 1 I xs,- _ a� SQ- IX.woOpsuNE ,`RA-pD- �// 3- CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES
16 Km w m HOOD 6S57 I 9s IX CB. s, aa- �--' __J 2(/
UTP- 'PEAR TREE
INV.sS. I II a HOOD 6948. \ +68� I / �s.e - ,m - / / y/ DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
¢ice INV.6313 F/0- \ / / v°4, r / _ / - _ ���JJJ'' RETAIL-LUCK
/ ( //1" / -EX.20'DRAINAGE sash ' ' BISO,LLC tV 4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND
m wWo / I 1 r CLEAN OUT 704 LF OF EXISTING DITCH ., -------' WOODED EASEMFNTMR3O,PG 72j m« �i=r' es- DISPOSED OF PER LOCAL ORDINANCES.
s s ( , OB 1466,PG 849 <C/
Z IXFH 1 1!I 1JI ° 1 1 AND FlLL WITH SELECT FILL MATERIAL re._ yl" ) ^'Y _ s" -_ -_ ,-` _ ' / MB 59.PG 42 / 5. SAW-CUT CONCRETE,ASPHALT PAVEMENT,SIDEWALK,OR CURB AND GUTTER
(95%COMPACTION IS REQUIRED). Y /, E ,, m� �� , t6°-° Q/ BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS.
WOODSLINE�'
x +s,s 6. SAW-CUTS TO BE PERPENDICULAR TO PAVEMENT/CURB EDGE.
7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER
BENCHMARK i (I I z II T„ tee'- I j / j w' a,-s _ \_ 2 WORKAREATRAFFIC CONTROL HANDBOOK STANDARDS,(W.A.T.C.H.).
E RAILROAD SPIKE IN I 1 ; I I e I 1 (I / .� , / +s,s .°s =a,-, tiV 8. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S)BY
UTILITY POLE �I� s I I�I— I / e Q/ CONTRACTOR SHALL ALLOW FOR CONTINUOUS USE OF THE SYSTEM(S).ANY IMPACTS
E(NAVD.49' m a �a �"'a / �./ SHALL BE COORDINATED WITH THE CITY/COUNTY AND/OR THE UTILITY PROVIDER.
(NAND 88) I I i9 I 5� x /2 Y 7«a ,sue,
"�k I wJl F II m I I I Y ?°TJ / 9. WHERE REQUIRED,CONTRACTOR SHALL REMOVE EXISTING CONCRETE CURB AT THE
N APPROXIMA
m LOCATION OF a I� I r e l 1� I I , 1+6' s moo" �Y NEAREST JDINT WHEN PRACTICAL
H IX.8"PVC
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w rca Iw o wl�wF 9 ` i 6 OF PITT COUNTY,INC. / GRAPHIcscA e,•=5o
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w F a Ix� 1 _ " / `\/ PROPERTY ADDRESS:0 CHARLES BOULEVARD
w m I II I , w taaa �,+ GREENVILLE,NC 27858
s /
IX.Ce UII 4le9am°j `s/ae / / 5,n"'___/ Ton-/s �- 'e- /�'
O HOOD 68.fifi 1 ><�'a I / SHEET 2 OF 24
0 INv.fia.]fi BOUNDARY,TOPOGRAPHIC SURVEY,&
EX FEARED 3 a SURVEYOR'S CERTIFICATION
HC RAMP (, ss �'i s eE \ e.I='�. 9 sae TOTAL WOODED AREA TO BE CLEARED WITHIN PROPERTY= 2.719ACRES DEMOLITION PLAN(MAIN IMPROVEMENTS AREA)TAX PARCEL#87744
¢ s _ a s, 'n y F / 1,MICHAEL WEST BALDWIN,CERTIFY THAT THE BOUNDARY SURVEY,TOPOGRAPHICAL SURVEY,AND
f] C RAM a e, \ ' HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT AND
z RNJ --�� SED ,N- aN � /'� \�� s v ma �� RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION(DEED THE CHARLES
1 p RCXIMATE LOCATION ea es IGAV. i °C + a a�IX.CURB WIPE-DOWN FOR sa js-' DESCRIPTION RECORDED IN(SEE REFERENCES)OR FROM INFORMATION FOUND IN MAP BOOK
m OFEX.II PVCWATERLME / .THECENTERONEOFSOUTH PRONG
Sg g HC ACCESS(TBR) _ OF MEETING HOUSE BRANCH IS THE 87,SLIDE 136 ,OR AS REFERENCED HEREON;THAT THE BOUNDARIES NOT SURVEYED ARE
TURNBURY DRI E Q2 9PKN �3D' w — RIINIIII,,
U i' I U \mFj /ro PROPERTY LINE(TYP.) CLEARLVINDICATEDASORAWNFROMINFORMATIONFOUNOINBOOKN/A,pAGENN✓A OR AS , ', A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
(50'W W 36 BBB PUBLI I P I s° 'PEARTREE,°n _,_ "— E 12\ +see REFERENCED HEREON;THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,W0"THATALL "E E 5 S„wO \p 1I,/
G �� (.w° Cam, 111111111II
w 1 dEl R _ -. e G pG INTERIOR LOT LINES SHOWM ARE PROPOSED AND SHALL NOT BE USED FOR THE CONVEYANCE o.•"'E /o'••,? ` N C A REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
wM3, P.oo(TH l c1F p. 2='0 ��• 1yw.a,,,°
s - ��'p C I Zp D LMB OF PROPERTY;THAT THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC _ 9'=-=�% ' '''' PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
APPROXIMATE LOCATION °� 9� EME +ems DATA COMMITTEE STANDARDS AS APPLICABLE;THAT THE TOPOGRAPHIC DATA WAS OBTAINED ON = `a SEAL
to � 1 _ _ q�}ElJ�/j,
w OF EX.4-PE GAS MAIN �GL. sc 'Ima ,° 08/31YL078;THAyTH VEY WAS COMPLETED ON 01012022;THAT THE CONTOURS L-3082 'z= g =e1' �D GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
IX.C6- - -o SHOWN AS KEN LINES Y NOT MEET THE STATED STANDARD;THAT VERTICAL CONTROL WAS - - �`�= 1/ SEAL
H000 6_CB 3 �'za RHooD fiH.ss�g�� ;e m /' .aa.n � �"'% +0�3- _ 43249 '
a a i ESTABOSHED AT THE SITE O THE CLASS"A'STANDARD;AND THAT THIS MAP MEETS THE 3s'+.a E.-°o _ OWNER: THE CHARLES ON CHARLES,LLC
INV.61.89 9 SURN
U INV.IN 63.76 O w INV. REOI)IREMENTS OF THE' ANBARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA"W.OUifi28fi I ¢ I 1 g ` EX%"RCP (`\ p4jC1"'ENO Ee•°c ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
21 N aC ss.ts6o). I �''a oQ.``` FAYETTEVILLE,NC 28305
=I IX.CURB WIPE-GOWN FOR =st v ( 11111,11\\\\ 'rv, I N E
R°,°. ay
i 14° HCACCESS(TBR) NNR�11111111,\\\\\\`
o IQ w IIuTP PEAR TREE WITNESS OR] SIGNATU SEAL TH45 248, DAY OF APRIL 2023. PHONE: (9^^1''0)481-0503
m 33 3�¢� SIGNFJ), / Baldwin Des] CC 34598 SURVEYED:JDP/KDO APPROVED: IP
3 MICHAEL WEST BAL08WIIP,-PTS L-3082
a CLOSURE CHECK BOUNDARY Consultants, PA DRAWN: M H/M ft DATE: 04242023
a
EWNEE81NG-SURVEYMG-RAMS
9 ¢ CHECKED:JGG DATE: 09/01/2021 1700-D EAST AMJNGTON BOULEVARD CHECKED: MWB/IP SCALE
y GTh4MNE,NC 27853 2527561390

7
LV�
LINE TABLE
COURSE BEARING DISTANCE
/ \ Lt S80°O6'31"W 44.50'
L2 S79"1E24"W MAU
L3 562°33'56"W 2233'
L4 S41°3T45"W 11.33'
K, \ 15 S 67°4D41"W 12-04'
1-6 N 81°44'3T'W 18.96'
L7 S67"10'43'W 27.41'
I L8 541°2909"W 51.78'
I �sl.a 69 9 467-IZ
-
L10 S71°14'41"W 633T
L S61°10'01"W 35.
1
\ �#1 � L12 12 S 53"4400"W 45.59
55'
L13 S]6'36'59"W 28.7
EIP
O- 5'
/ L14 S84"O6'31"W 42.66'
+s,.. /
L15 STI°25'11"W 52.68'
/
R-9$�� L16 S 59°55'09'W 50.92'
+ ' L17 S56"44'52"W 55.62'
-71
L1 S35"18'13"W 40.
89
AGRICULTURAL-LUC=1 /
ra 119 S 24"1525"W 60W.30'
\\ JOHN MARVIN TAFT
\ ass, PATRICIA SCHELLER BOWEN,ETAL (, 120 S39-152WIN 27.11Y
ESTATE FILE 2011-877 O D. L21 S 31'53'38°W 3COZ
DBY-32,PG 278 2 n-
V MB 11.PG 35 L22 S 40"20'21"W 65J
EIP +cs.r ( Om L23 54fi"ST44"W 61K02
a5 \
'--—————— — +bra I
/ L24 S 58°39'48"W 54.79'
/ \ L25 S 62°4433'W 30.52'
L26 S 57°35'39"W 31.1T
EIP L27 553"2553'W 61.52
/ 6
L28 1S71'390'W 52.69'L29 34'25"W 13-58'EXISTINGWOODEDAREA L30 '28"W(TO BE REMOVED WITHIN PROPERTY) __-- -- ----------------------- L31 30'DO"W 71.84'
(SEE SHEET20F24 FORTOTAL) —65—� j ---
-- WOODED L
` 60 — - — ZON�2`V _ WOODSLINE I -- __—__-64-----
�.
I
c ! � s
5
EXISTING WOODED AREA
(TO BE REMOVED OUTSIDE PROPERTY)
(SEE THIS SHEET FOR TOTAL) p -
THE CENTERLINE OF m
SOUTH PRONG OF
EIP
WOODS /PRONCH \_ W_O_— 5UL 61 52'3 �o _wFSPP�P PBOFF FgEpRS1K iTYP
S -59 WOODED
0 -_SgNAR 3G dD i MF�/004
G7ypRO�'L'� ZONE Q\ 51, = cW SL\E / G+.
WOODE /
17Q) L WOODED R9NOH s x RlPq�Pq _ s . � 25 D MB 3e.PG S3fiMFM Fi LINE IX.SS /
FR RIAN MUCp w e./SSEWE RIM 55.11
1 A \ \ ( OM TOP BUFFF °IX.SSMH 5D'unurr S LINE
�BgNK� GL 4322 0 - EASENE
THE CENTERUNEOF V+ �SG (Me 3B.PG IX.SSM
MEETINGHOUSE ZONE Z�jrQ �E .RIM 65.6.
1 ` BRANCH ISTHE.. ZONa Ff EKE\ s INV.42.35
IX.SSMH CTIE-IN)' __-5 — ---------------ss.s cx INV.52-63
OR /
AGRICULTURAL-LUC=1 \ IX.8"INV.IN 52.5M 50P\ �02�
CLIFTON LLOYD BROCK,JR., EX.8"INV.IN43.80(BOTTOM
TRUSTEE UNDER THE KITTELL yae / scl .24"RCP /
IRREVOCABLETRUST IX.8"INV.OU 43.60 ��6 I/
OR 3051,PG 312 L. /
MULTI-FAMILY-LUC=2 —
FARRINGTON TRACE,LLC �W000s 15
38 � — /
DB 97,PG 152 �
MIS 85,PG 174 / \ / (16
14)
/ SINGLE-FAMILY-LUC=11
MEETING PLACE
/ Me36,PG136 I 17 / DEMOLITION NOTES
/
a / 13) / / 1- CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF
DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND SPECIFICATIONS.
/ \ 441 / CONTRACTOR SHALL OBTAIN ALL PERMITS.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION
_ WITH APPLICABLE UTILITY COMPANIES,IE,GAS,CABLE,POWER,TELEPHONE,WATER,
16 / SEWER,ETC.
Q / _ 3- CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES
/ DAMAGED DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
m / I'12> / m 4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND
z — /0 �co \ / DISPOSED OF PER LOCAL ORDINANCES.
/ 5. SAW-CUT CONCRETE,ASPHALT PAVEMENT,SIDEWALK,OR CURB AND GUTTER
¢ I \ \ / BEFORE EXCAVATION WHERE CONSTRUCTION PLANS SHOW TIE-INS-
6- SAW-CUTS TO BE PERPENDICULAR TO PAVEMENTICURB EDGE.
/ �V/o 7. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER
E / 8\ WORK AREA TRAFFIC CONTROL HANDBOOK STANDARDS,(W-ALC.H-).
/ 8. DEMOLITION OF STORM AND SANITARY SEWER SYSTEM(S)BY
� / / CONTRACTOR SHALL ALLOWLOW FOR
CONTINUOUS USE OF THE SYSTEM(S).ANY IMPACTS
SHALL BE COORDINATED WITH THE C[TY/COUNTY AND/OR THE UTILITY PROVIDER.
9- WHERE REQUIRED,CONTRACTOR SHALL REMOVE EXISTING CONCRETE CURB AT THE
/ NEAREST JOINT WHEN PRACTICAL
rn zs so' tar 1sv
a
GRAPHIC S—E:1"=SP
K
PROPERTY ADDRESS:0 CHARLES BOULEVARD
GREENVILLE,NC 27858
x
0
O
0
o SHEET 3 OF 24
SURVEYOR'S CERTIFICATION BOUNDARY,TOPOGRAPHIC SURVEY,&
I,MICHAEL WEST BALOWIN,CERTIFY THAT THE BOUNDARY SURVEY,TOPOGRAPHICAL SURVEY,AND TOTAL WOODED AREA TO BE CLEARED OUTSIDE PROPERTY 0. ACRE DEMOLITION PLAN(SCM&SEWER OUTFALL AREA) PARCEL#87744
-_ HORIZONTAL AND VERTICAL CONTROL SHOWN HEREON WERE COMPLETED UNDER MY DIRECT AND
RESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION(DEED THE CHARLES
m DESCRIPTION RECORDED IN(SEE REFERENCES)OR FROM INFORMATION FOUND IN MAP BOOK
76,SUDE 120 ,OR AS REFERENCED HEREON;THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATEDAS DRAWN FROM INFORMATION FOUND INBOOKN/A PAGEN/A ORAS `�OSH11�„ARp//i� A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
F I REFERENCED HEREON;THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10,000;THATALL `j w,R 7�� \p11n000///
w Call 72 Hours Before You Dig INTERIOR LOT LINES SHOWN ARE PROPOSED AND SHALL NOT BE USED FOR THE CONVEYANCE O;F E S S/o'" L' N CAR REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
= 1-800-632-4949 OF PROPERTY;THAT THE TOPOGRAPHIC SURVEY WAS PERFORMED TO MEET FEDERAL GEOGRAPHIC _=� sE s PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
w DATA COMMITTEE STANDARDS AS APPLICABLE;THAT THE TOPOGRAPHIC DATA WAS OBTAINED ON SEAL w 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 08/31/207fi;TH9iT-T1iESUR WAS COMPLETED ON 05/312022 THATTHECONTOURS _�_� L-3082 _z_ _ � GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
SHOWN BROKEN LINES MA OT MEET THE STATED STANDARD;THAT VERTICAL CONTROL WAS - SEAL
APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTILITIES �'' %n=�, y_'3` ¢32¢g
U ARE LOCATED PRIOR TO CONSTRUCTION. ESTABLIsSHEDATTHESITETO ECLASS"A"STANDARD;AND THAT THIS MAPMEETSTHE �q--.e„oSBR�,,��•�`o�� 4_ OWNER: THE CHARLES ONCHARLES,LLC
w 2- CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING REQUIR ENTS OF THE"ST DAROS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA" ''4F(WEST 6 J`�� ��p•.,`,N� 6\; P ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
FLAG MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. (21 NCAC 56Lt6 )). / ///////nOIIIDO\7\\\ O ,,,,,,,,••"'
n 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED \/ /P i 111;\s` FAYETTEVILLE,INC 28305
o ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
WITNESS MV ORIGI IGNA AND SEAL 24ih DAY OF APRIL 2023. PHONE: [phone]
N DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION,
WHICHEVER IS MORE STRINGENT. 1
c7 SIG ED/ / Baldwin Design",C�jq�g SURVEYED:JDP/KDO APPROVED: iP
_
z 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. MIC11-AE TBALDWIN,PLS L�082
CLOSURE CHECK BOUNDARY COnNG-SUMNG- PA DRAWN: MAH/MTR DATE: 04242023
o - EHGRffDtlNG-SIIR4EYING-PLANNING
CHECKED: JGG DATE: 09/01/2021 170D-D EAST ARUNGTON BOULEVARD CHECKED: MWB/IP SCALE: 1"=50'
GREBMUE.NC 27858 '52756 1390

PARKING LOT STRIPING NOTES DIMENSION CONTROL AND MATERIALS PLAN NOTES LINE TABLE Lie 548'2648"W 187.76 SITE DATA SITE DATA
1. ALL PARKING LOT STRIPING PAINT TO BE
1. ALL DIMENSIONS ARE TO BACK OF CURB,FACE OF BUILDING,CENTERLINE UNLESS OTHERWISE NOTED. COURSE BEARING DISTANCE L20 S 761 w 28.76 TOTAL AREA IN TRACT_ ______ ___________________________________23.797 ACRES NUMBER OF 1 BEDROOM UNITS,,_.....-- 46
2. ALL DIMENSIONS ARE AT 90 DEGREE UNLESS OTHERWISE NOTED. L21 S WW31"W 42.66 - - ------ -----FEDERAL SPECIFICATION TRAFFIC PAINT. 3. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS. L7 S 87'03.5r W 7836 NUMBER OF LOTS CREATED........ ......... ........ .......... 1 NUMBER OF 2 BEDROOM UNITS--- ---____ .._.. 234
2. PAINT COLOR MAY BE YELLOW OR WHITE - <#1 ) 4. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS SHALL BE Uz S 7T2611'•W 52.68• TOTAL AREA IN LOTS CREATED ----- _-- _. 23276 ACRES NUMBER OF 3 BEDROOM UNITS... ----_- --_-. .... .......... 48
( ). -� CALLED TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK Lz N 75°4740"IN 8286'
OWNER'S CHOICE AREA IN STREET RIGHT-OF-WAY --- _ __ _ _--_- 0.521 ACRE NUMBER OF UNITS CREATED.... _ .... .. ..... .. ..... 6330
69
3. PARKING LOT STRIPING IN HANDICAP ACCESS '��o- 5. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF UTILITIES,EASEMENTS,AND RIGHTS-OF-WAY,PUBLIC U S 80.06.31••W 78.61' U3 S 59.5509"W 5osz• COMMON AREA WITHIN RIGHT-OF-WAY._.... _- _--_ _------- 0.047 ACRE 'NUMBER OF PARKING SPACES REQUIRED. . 669
AREAS TO BE THE COLOR TO COMPLY WITH THE AND PRIVATE,PRIOR TO WORKING IN THESE AREAS. - U4 S 56.4 SI 6s6z• IMPERVIOUS AREA WITHIN RIGHT-OF-WAY .. .. ........ ......... ..16,141$.F. _NUMBER OF PARKING SPACES PROVIDED- ... .._...........,-- .-_ --.- _.... _695
MOST CURRENT ADA REQUIREMENTS. ;R 15S La s se•os'31••w a4.so• Lss S 35'IWIV W 40.89• LINEAR FEET IN PUBLIC STREETS.-- __ __.. 176 L.F. NUMBER OF HANDICAP SPACES REQUIRED 2%OF REQUIRED PARKING SPACES
6. ALL ASPHALT PAVING SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NCDOT STANDARD ( ) 13
SPECIFICATIONS FOR ROADS AND STRUCTURES,LATEST EDITION. '
4. STRIPING WIDTH TO BE 4 R 95 L5 S 74'43'2T'W n.46• BUILDING HEIGHT .....-- - ----_ ---- -__ 37.17 FT. NUMBER OF VAN ACCESSIBLE HANDICAP SPACES REQUIRED 1Bth OF REQUIRED HC SPACES- ....... .2
7. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. U6 S 24 ITZT W 6030' HABITABLE BUILDING IMPERVIOUS AREA -._.- --178,596 S.F. NUMBER OF VAN ACCESSIBLE HANDICAP SPACES PROVIDED( ) 4
5. STRIPING PAINT TO BE WATER BASED SATIN L6 S 79'i6.24'•W 35.60'
WITH 40 MINUTE DRYING TIME. 8. ALL SIGNS,PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE ---- ---- -- - - -- ... . ...... --- --- ---- -
R 6S LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD. L27 Sze-3a•17•W 92-75' GARAGE BUILDING IMPERVIOUS AREA _--- 14,174 S.F. NUMBER OF HANDICAP SPACES PROVIDED_. ...-.----27
6. RESIN TYPE:ACRYLIC LATEX COPOLYMER ( ) L7 S 62'37561 z233• --- ----- - -- - -- - ----- ---
CLUBHOUSE,POOL HOUSE,&MAINTENANCE BUILDING IMPERVIOUS AREA. -8,763 S.F. NUMBER OF 6-C.Y.OR 8-C.Y.BIN DUMPSTER PADS REQUIRED ONE PER 24 DWELLING UNITS).
7. VISCOSITY:80-90 KU. AGRICULTURAL-LUC=1 9- ALL PARKING STALL STRIPING SHALL BE 4-INCH WHITE LINES,UNLESS OTHERWISE NOTED. L2e S 39°t629^W n.18' ( ) ......- - .
TAFF10. STOP SIGNS SHALL BE R1-1,30"X30". LB S 41'3T45"W 11.33' TOTAL IMPERVIOUS BUILDING AREA..................................201,533 S.F. --...--............--.--.---_-- _--.---.........................--___-- 14 6-C.Y.OR 10 8-C.Y.
JOHN MARVIN OWE L29 S 31-SS3B^W U-07 IMPERVIOUS ASPHALT DRIVEWAY/PARKING AREA..-- ...... 252.194 S.F. NUMBER OF 8-C.Y.BIN DUMPSTER PADS PROVIDED 3/4 OF 6-C.Y.TOTAL.._._.--
PATRICIA SCHELLER BOWEN,ETAL 11. NO DEMOLITION LANDFILLS ALLOWED ON SITE.
12. IN SOD AREAS STRIPING SHOWN FOR REFERENCE ONLY;NO STRIPING TO BE INSTALLED IN TURF AREAS. L9 5 b7°4o'44"W 1204' ( ) ..16
Ta ESTATE FILE 201t-BT1
Lao s ao•zo•r^w ss.zs IMPERVIOUS CONCRETE PATIOS,SIDEWALK,&DUMPSTER PAD AREA -_-..58,937 S.F. NUMBER OF RECYCLING BINS REQUIRED(ONE PER 20 DWELLING UNITS)_ ..... ------__ 16
TS th ct` L10 N 81'44'3T'W 18.96 ----
DBvaz,Pc 278 -t- L31 S 46.5T44••w 60.07 TOTAL IMPERVIOUS AREA --------- -------..----------------------512,664 S.F. NUMBER OF RECYCLING BINS PROVIDED ._.. _ 16
Z 4 I MB ii,PG 35 on L11 S 67°10'43"W zz4r RECREATION AREA REQUIRED - - -.... .... ----- -----. .... 33,000 S.F.
A2t
\5 U2 S 58'39'4B"W SC79'
I^- ° L12 S 41"29'09"W st.78• CURVETABLE RECREATION AREA PROVIDED 38,752 S.F.
L33 S 62"M'33"W 30s7 %OF BUILDING AREA- L13 S41-42Y0"W 94.2A' . ..Fa -roc.DI 6u .... --- ... .... .- 30 OR 11507 ys/GRATE]0.54TRE42" ,1\ L34 S 57'3639"W 31-1r CURVE BEARING CHORD RADIUS LENGTH OPEN SPACE REQUIRED 30%OR6.983ACRES
1\��SP-y L14 S49°36'31"W ss.ea• OPEN SPACE PROVIDED ... _.._ --- __-. _._ 4 ACRES
APPROXIMATE LOCATION I I I I- INN.fi7.&{ HW TREE CLUSTERUL9 _ - - - G CLASSIFICATION ... -. --_ -_-- __ ---- ---- --- -
OFIX3/4'PE GAS LINE III( ,I�= Y O �� UC
r 3 a a \\ L15 S 69'29'14"W 6]12' L36 S 71'30'09"W 5269' C2 S 83'40'25"E 6 59' 25.00' 19.05 LONR Z
wa EIP J'. N= " OIP �1� TREECLUSTER EIP %N 74.30.00"E 80.58'EIP -\ L76 S71'14'41"W 63.3T
m
} -- 1 �! 't _ L37 S 68'M'25"W 13.58' C3 N 13'5T09"W 89.03' 60.00' 276.68
HWTREE]a• �HWTREE 36"- MNTREE SIT L17 661'10'01"W 35.94' . ................ ..--._ ---_...-...... ..- ...--.--- -...
L- J. r rr \1I H.YIe \
oa »^.� - - Eto EX SHRUB ROW �y %- (r'P LM S49°38.28"W 18AW _ 'CITY OF GREENVILLE PARKING SPACE REQUIREMENT TABULATION-
'TREE
O� -_'-=1�SOIL DRNEWAY - \ _ �}`z HWYTREE CLUSTER LIB S 53°44'00"W 45.55' C4 S 54"13'15"W 11.78' 17.00' 72.03
TRPLE 16 BAR
#1 1 BEDROOM UNIT(48)x 1.5 = 72 SPACES L39 S 74'30'00•W 11.84'
w MAcrvoLw 36- "1 y�� 29. !- C5 S 64.3354"E 41.93• 32.00• 45.7z 1z• 2 BEDROOM UNIT 234 x 2 =468 SPACES
\ \ \ HVAC UNIT ® @UAF L40 N OB'41'09"W 4214' �` O ( )
w ON CONC. \ ERy4R0• PAINTED DIRECTIONAL L42 N 07°22'12"W 44.69' ' FT 3 BEDROOM UNIT(48)x 2 = 96 SPACES
3 I Fm E > F (HW 24"TRIPLE
Ex I \ G, ARROW(TYP.) !R�iss�, - No.OF DWELLING UNITS 330 10 = 33 SPACES
-P'* PINE 30" DENT 9• PAD(IYP.) PAINTED LIFT 24'STANDARp CURB ( )
sue•-° BARN BREEZEWAY ARFARYP) &GUTTER(TYP.) LM N7r30.00••E 76-IW - YAN No.OF SPACES REQUIRED 669SPACES
PINE 3m I mI 13 TTT1 ACCESSIBLE
3 EX Go 'B HWTREE72' I I r-y+28'N�( (TYP.� m _ R-9$
HOOP 71.53 IX.IT RCP Ie vI C BARN L44 S 74'30'00^W B7A8' t�--='
INN.66.03 ^T y m ss,g• "RECREATION AREA REQUIREMENT TABULATION:
IX.CB 10' HW TREE 2a" _ R=4• L45 N 23'3748"W _
HOOD 71.49 EX-15'RCP: IX DI ' I I L- HW TREE_ -i 'd m -- RKIN TOTAL AREA REQUIRED I ( ) 0$F
RESERvep 100 S.F.PER DWELLING UNIT 330 33,000 S.F.
44' HC RAMP AGRICULTURAL-LUC=1
GRATE]0.85 APPROXIMATE L I I IX.t-STORY _ O Z _-= (TYP.) HC SIGN zq,
INN 66.241 3 - OCgRON OF IX.3/4^PE Z z^I'+: ITYPJ SP P® 33,00
I� I i INV.IN6L30 G. GASpN�t I BRICK HOUSE 3 m } -�Im O ^ c R FCU 3k4, PATRICIA SCHELLER BOWEN,ETAL
INV.OUT WAS G-�-G L-�3_-_I w o a>>>4��Y�4-- � �1F�TyP JOHN MARVIN TAFT
- 3 I R£ O r j r 0 0 o Y m 9 - R=ts R=r FRF R@& C ¢ W
/ PINE 36 / �- m t9 0 0 0 1 m Z R=g• T3.T Sy- /1fC ONC ESTATE FILE 2011AT/
w _ SINGLE-FAMILY-LUC=1 0 5,z.¢x zt. "IOFO g' k' 'IRT REC DB Ya2.PG 2]a
_ I� y ACCESSIBILITY NOTES
-JU - - _ _ / LE&LAM PROPERTIES,LLC i o w w m _ 'er /1I?� eN 4•�INc MB 11,PG 35
Iaw � SOILDRNEWAY / m @ 16.5 25.3 18.5' 2 R=r ORF MIGN CFN ¢+I 1I MAXIMUM IX.ASPHALTI3 I p84016,PG 150 K �_mmmn 0 31. 6"CABC EN/N P✓C.,tRF ¢ w I.
DRIVEWAY >k �'�"-`{ y- `TREEz4- r nm^mmlm 'vwrroR 1 CONC.WOREEL 9 15'S-95G OFfN OR OR a,l PENALTY 1. BUILDING SEPARATIONS NEED TO COMPLY WITH CHAPTER 6 OF THE
Ivw Ix =ILTREE 36^ )TT Ley PINE24^ _vm_I PARKING - STOP(TYP.) i Y tom' CE ry N - - `Il $250 2018 NC BUILDING CODE.
-{I1 y`• b OAK24" G ONLY" 6' G S-9.56
J�I TREE 24" `TRFE24".�,-' CREPE MYRTLE] ��( f 4� (7
3�IIw FI"I II LTREE 32' D TREE 32^ r)ft ,,.' m- I I SIGNS Q5 IFS z 2. SLOPE IN HANDICAP PARKING SPACE AND LIFT AREA MUST NOT
J L T\ O " ,a TYPE R7-8
( wr m 5'SIDEWALK PAINTED DIRECTIONAL OAK 36^ --DOUBLE
DOUBLE m w -'L �p- - $ \ 13.OF ,fi EXCEED 1/4"RISE PER FOOT SLOPE.
@ ^ PER G.S.20.3].6
BENCHMARK I I I ; o w EASEMENT ARROW(TYP.) -.� n .d m 11 Y T32• �R 3. ACCESSIBLE RAMPS SHALL HAVE A SLOPE NO GREATER THAN 1:12.
ITYPJ - 6'x4'CONC. ECYCLING �G
RAILROAD SPIKE IN I I r} r 1_EIP sNRUR -P`° `HRua 10'x10'CONC.DUMPSTER PAD EIP 23• - O4R4 O ; O y4�C•,;, ¢ 4. CURB CUTS SHALL COMPLY WITH ANSI 4061.
3 I i�3m N 7° "E 490.60' CENTER FO (2)CARTS m 5 B� 3 5
UTILITY POLE I (9 1 TYBUFFERYARD"c" V WITTI •HIG PVCOR 6•cABc m 'S-BAY RA E 5. ALL REQUIRED EXITS ARE TO BE ACCESSIBLE.
ELEV.71.57 - SCREENING FENCE WOODEN S REENING -
(NAVO 88) 1.5"S9.5C - RS'^- \ 2%MAX.GRACE
23-PERIPHERAL BOUNDARY SETBACK 24-STANDARD CURB FENCE 10X1P CONC.DUMPSTER PD O PROVIDE VAN ACCESSIBLE'SIGN AT ONE
0"S-9SB
IF- 4 HVAC UNIT tI� b2.R=5 9 t5.r BG RJVPT- ® ® WITH 6'HIG SCRE PVCENING
NI WOODEN - R=5 t0• SPACE AS SHOWN ON THE SITE PLAN
9.5' gs 5 R=5 SCREENING FENCE t3212t t62 t21•t32 HC PARKING GRADE DETAIL MOUNT SIGN ON 2'SCHED 4D GALV STL PIPE W/CAPPED END.
al PPP I m I ON CONC. s 6"CABC R=s gR-,5• R-ts R=5 6'CAOC R=5 g6'CABC N.T.S.) PAINT WHITE,SET&BELOW GRADE IN Cy GONG. EIP PAO IFYI') (PAINTED LIFT t 1G"S9.5C 6^THICK4000p1ICONC. 10k10•CO C.DUMPSTER PAD R -
yII �I - i S 9.5' _ 1 1.5"S-9.SC _
w xlyr BREEZEWAY AREA(1'YP.) 1.0"5-9.5B DUMPGTER PADAPRON WITH 6'HIGH PVC OR WOODEN _ 15"5-9.SC m
SCREENING FENCE R=5'm CONC.WHEEL r 11 GONC. 1.0'S9-58 1.PS-9.5B o TYPICAL HANDICAP PARKING SIGN
Fro- -[] - 1 L STOP(TYP.) R=5' R-' R=ts 9.5' 6'CABC THICK 4,000Ps'PPRON = g'
♦ 13.2'2t•162 2t't fi"CDC 6"THICK 4,000 CONC 9' 95 DUMPSTER PAO
3T n1.5"5-9.5C p51 '(TYP.) PAINTEDCROSSHATCH 1'5' 5C g 59'` R
z CFONG.MEE - ym R=3' R=5'
w I I - 5 DUMPSTERPDAPRON g 6
o 9' g�95• 1.0 S-9.SB R=5' 11.5 9, ACCESSIBLE ROUTE Y 9
m h 13• fca w ~ I I W HC SIGN9.5' 3 q 111 e5 HC RAMP �HC SIGN / U/O�i•-��\
IIIIIIIII..Jpuuuu�� !II � (TYP.) 3 � 5 IIIII fi•GONG. IDEWALK (TYP.) R=5 � O]�In 4 0 IIIII
d F Q } v m .1.1 \ fi• 6"CONC.SIpFWgLK IIIII IIIII II IIIII IWI PAINTED LIFT a gs S gs 0�_
'. E O O IY Iui 1 1 U fi` _ 6X4'CONC.RECYCLING �HC SIGN m PAINTED LIFT HC Rl1MP HC SIG T �5• +m(0 O O¢ �' HC RAMP e, g. AREA ITYPJ ® a, PE]Y/
10 10 R S m CENTER FOR(21 CARTS �a(TYP.) (TYP.) (TYP.) VISITOR I ♦ 6^ �F 'L O M1\, T3• '
II C ••+C 24'STANDARD CURB
m a22 ro 15"S95C @O A3P P @OFF
>< {t111 m O w O PARKING n - WITH 4'}iIGH PVC OR PAINTED (TYP-) a7.E AREA mP) BRA ® I ♦ - 1.0"59.6B �SF 3•@ R4C t•
KI O`, Iln �I ��mm,m�w� ONLr 18 11 WOODEN SCREENING LIFT AREA I $ I IPpNLr O I ♦ 24'SPILLTYPECURBB ,C \ON BGIRTER(TYP.) J f
o r0 ^m I SIGNS w t65' 2G' 1fi.5 0 tfi5' 26' m t FENCE (IYP-) 'viSROR I B EEZEWAV 1 4RY� ••\R'hF �YgRD
O I I I PARKING I I MSROR ® m•P) J SIGNS GUTTER WHERE SHDEp 1 6'� 1 w `I I HC RAMP es HVAC UNIT ON (��a'F� O ONLr I PARK(ONL„G - I C IJ 1 (1J. _ - m MP � RY D
TTYPJ _ - _ 6..CABC O QO CONC.PAD(TYPJ m (75,852 S.F I SIGNS rr 4 I 4 Iy L_ BR 5.�cwAY Cn'P.) -1 HVAC UNR N R-s ER Pr4C ACK \qRO. OP 14t! \MYgc�
L .) �I E I SIGNS I --1 Y BUILDING p�i ❑ _
ff w a -�¢ II"VCJ I ON CONC.N M K
o 5-9.58 BREIXE 1'�AY J L_- --L_�', 3STOR E 1. %?P,V RON tU2.
BREEZEWAY P GTYP r PAD ITYP. N1Fo 4
z 3-STO BUILDING -( HVAC UNIT - 1 I I 1-BEER UNITS CF OS PATTISONCOURT m PAINED DIRECTIONAL RY I-- TY ) r- BUILDINDOM I )
"BUILDING (16,317 S.F I BREEZEWAY( (6) M UNITS I @@C C @ ^:
(78'RArV 54'BB PUBLIC 6• ARROW(TYP.) BREEZEWAY TYPE 1" ON CONG I� (fYP.) t8)2-BEDRDO @ F R4TC
IX.10'x7P SIGHT 3 w n wI I I ) DIRECTIONAL HC C (6)7-BEDROOM U PD(TYP) I-IJ !STORY BUILDING �j_� 1 i ( UNITS ♦ R 25 DUMPSTER
RAMP(TYP) R=S PAINTED CROSS-HATCH ® (TYP NITS L®LI 6 ygEDRODM ♦ O(J R=1P
TRIANGLE(TYP.) pp aL^ PROPOSED STOP SIGN ACCESSIBLE ROUTE P
I (18)2-8EDR00 "BUILDING TYPE 2" () FOR(3)B C.Y�
it : CIY.)__so' M UNITS I I I w
UT- I 28_MB� R=1s - _ - (6)3-BEDRO I I (30)2-BEDROOM UNITS \ pE R=s
DIREGDONAL HC RAMP ` - - IIIII I OM UNITS TY DUMPSTER
(SEE DETAIL 413.04, a S \ 8"MEDIAN CURB 8 GUTTER IIIII of = y ,1-D G SPIGUT,E 50'FLUME CONTAINERS TORMWATER
\ Illn - KIOSK ® GOING. DO(TMP) Ry gU \N� �1" 24'B 6 RD S
SHEET 200E 24,TYPJ ryryVVFF{{ERE SHADED) ® COVERED PICNIC AREP. �1\
3'OUFFERYARO"A"- 35T0 T•(PE GUR ES,4pDE MAINTENANCE WTTIt 6'HIGH PV� WETLAND
IX.CB CENTER ON CONCRETE SLAB O \N NLTS NER tes
I - P L G U W BUILDING OR WOODEN
HOOP 69.90 HIGH VISIBILITY- L44 - ^BU\15DRODMF-1 �� �, 16405.F.)
RIW _ CROSSWALK - - -' ,�.� 4lT ` �E 5- SCREENING
- --/ - 6WIDE CONC. -- ' F"® (30)2 1_ R- 1i R=5' FENCE
- -- FY 24 R : - C R 3fi • l_'l' _ _ 61 �pY RECYCLING
C APRON
24'SPILL TYPE CUR88 - MONUMENT 6 \ z O -\
Nl -G I\ ; m pe. O m ,h Zw 2"l9 232]6 AC f g♦�♦ ® iB�. B =,nIAY i TSB CECNTER
10'TRANSTiION FROM 24'CURB&� o GUTTER WHERE SHADED'" Rom' SIGN (+" Rt0' w Ycli7�' ,1 •'�\`-••
GUTTER TO 30"CURB&GUTTER(TYP.) , 8"CABC R=60 O J m LL rc•{ LSA - O U6 1NG \�+fiNEEZEWAV i \ �PJ�\ �• w HC RAMP ��ARTS WffH 4'HIGH ••'-•••-.-.-._.•,_-.-
R=4•cow4oN AREA(n0s.H m n I - 'min t61� J�.-.-'� ®3-STO Y G PE11T5 (TY _� © \ is (TYP) dVC OR WOODEN -'\
P) HVAC UN ` MSHOR
TARA COURT IX CB` I 059.5B Q ��v o [ EpTI ' aU,Lp1N DOM UN 5 ON GONG. PgRwNG 6"CABC SCREENING FENCE \
3 PAINTED DIRECTIONAL r aEDR UNIT oNLr t\
RIM 62 -�� R=zs R'tg.a (387523fJ_- 63T \ 6)12 OOMM S `/ PAD ITYPJ ® 6' 1.5'S8.5C
R/W VARIES 4U BIB PUBLI ARRow CONCRETE _ ar -BE U ` `� 1.0'S-9.SB
` o i
( a RYPJ "' v'-i O >L u ' ( DR N\T SIGNS HC SI N g_
INV 64.36 PROPOSED STREET SV N COMMON AREA �- N \ \ (161 BFDROO y j ® I ITr'PJ 9 NEW WOODS LINE •\
NEW INV 64.57 ' RELOCATED UTILffV POLE (1,2585.FJ R=5 - _ 'O I�Ci (6J� J_".,pY 9Fl ♦ HG g C�
RAW AP
OB'I+ RIJNE ` ' - R=3o' �e� .:r` aa♦ ' 6PE i,�5852 \- CGE 1BLE (NpJ 6 30p0 G Or)4 1 IO 2
INBUFFFRYARWA' tir - _ R"yy W\TH �♦y sg\NG \ \ SIGNS \I\ tH PPD RIPHERq ]
1 s'9.B' GU\L BREEZEWAY VPNp (T'TpJ m� UM CK a. APR c y 23'PE ETBgCK
I o I it --1 /s 3 I 9 PE ON 3SUOR� �pE 1"S �) �� ------
AGIFOR
O \ Gpl4C- E HC 6• p$CEft NDARY 8
NOTE PVEMENT 28 L \ 6_° 1M RV10�T pRFJ� ,B p1NROOM UI•T�`TS �•( i g 4 "OR=s• 7 L6 FFSD. Rp 9
mi 9 R=5' R=ts / HC RAMP • Q _ ( 145 1-B ED NUN\
RED BFJ ED UNR-
SIGNS CSIGN g L11._( g L4- 9 MARKINGS SHALL BE Q I ^ 21, � (6) ROO
WHITE THERMOPLASTIC o W
6 CABC (ry ) 29 LF HC RAMP �6 Mom- 95 HpTOH(� v I PAINTEDCROSSHATCH P WITH HANDRAILS p9 BE )
MATERIAL P. m ® V 6 g52�F1 9s CROS O\71E(N ) U•I I J I ACCESSIBLE ROUTE 1.5'S-9.SC (6) 1 Ai� 5
g�^ 15, 4 SS B rTTFp IB,f .+
O� 1.0"S9.5B PAINTED DIRECRONAL ® °" �( pCCE 1BLE RB& PA, E55 R Z 162
R=15 R=t0' ARROW(TYP.) �v VISrtOR' H SP SHAD p) od p�c THE CENTERUNEOF
Imo" 3 I FC9 / \ VPN Pl ECU pGG 61S
3 Ict o I R=r DING \ � \ CSIGN IN nyTYP EO 9 4 Tc'I- R,pyF
I O ^+ I - VAN ACCESSIBLE 1® gUP- HVAC UNIT 4 24' ERE' a LN G s E
q OCj t .6• TOY PE2 \,1 �� PARKING G \/
1 I I (m J ) O I I) -HiSIGN(TYP.) - ''-5 DING OM UN\TS W` AOCP�� oNLr \ O \ 6 6'CABC 1 �y Pi o- iOC�a ,59J MEETING HOUSE F I
I� IP' I v �6sO _�P.•* 9T.5 \ '•B Z RO P \ SIGNS 51p b g 1.S S9.SC o 11sT T O \ 1'� OS�M .L.11„tiAI�J.�-ti.lA.l-
n I - I x m - a \" ( 163i y' \ CO 4�9 RON 1.0"s9.5B E\f� V ��nOlN EX.WOODSLME BRANCH IB THE
4 r ♦� F 5 301 Y�yP)i')•� ® ` \\N\ 6• 10 g P� 5 1aS Fj'Y�- bl PROPERTY LINE ITYPJ
O 1 .1 3 O5 ® VAN ACCESSIBLE P F L-
0] O C9 CRAMP mHm EWi _\\ 95 95 \GIB AP OF _ / -PI- `J I-
APPROXIMA J L7- F--H EF; i R=5 PS
LOCATION OF I m m II s I I I Q - - (TYP') _=_ Z Z \ V BSA BREEZEWAY G MP 8 g g g GONG.WHEEL OUM g5 1 FLU GARAGE BAY UNH Q` 1pN,+FB / WOODED
IX8"PVC <cwi _ ❑p-> > HVAC UNIT ' ,1 )(IYPJ ` , g5 Mj9py' tOX10'CONC.DUMPSTER PAD Q IOo I I O z - ® --J'q_,nl.�}g g ON CONC. - \ "El
STOP(TYP.)
WATERLINE I I 22 I I r N LL m\ I-O O O ` \ O \ Gpp1C.WH TC,{ NE - 44 WfTH 6'HIGH PVC OR WOODEN 3000 PSI CONCRETE
w 3P2 I =C I I z `-i _ O m VISTOR -Q W O O D PAD ITYPJ F PAIRKING STOP PP) 1 g GROG R-r 9'�' 6 ETL-`N -\' SCREENING FENCE )J
g R 6' 24•
U - O z 1 e w C p O w 0 ONLY' d 8 g ppN1F�ESSIB f 3T
w - ONLr O UU'�1t \ SIGNS C SIGN�� pG 2T•( 1� WDODE ,v Px4'CONC.R(2)CYCLINGRI'S
PROPOSED RIGHT-HAND r1 t I I m m SIGNS__m wIN m N m 0 ® (TY ) N \8 23' 6^cnec g R s 21.162 III fi• .
¢ 'p m> P' \N 1 5'S9.5C 4'STANDARD CURB CENTER FOR(2)CARTS
DECELERATION LANE
O I I I z,O4 O HC SI m m y.IP q5 1.0"5-9.58 P) - &GUTTER ITYPJ _ L1 �EXW t2• /
(r� _ l (PI 9S 4 T _SLINE WITH 4'HIGH PVC OR )mot-ti -
3 , :Im^ ^ \E S - G 4 pO `- //�/ WOODEN SCREENING Nr- _
(SEE SHEET 12 OF 24) rc I I i } I t ci z m m Ir(TYPJ - + \ \ FENCE -• P JI a
WI Ow -I HC SIGN .CON b g HG RPMP 5 P Gp5 CE Hn 1gr� / 1"` - _
- (TYP.)�fi
>013 I I?jz i �In R=t.r I Jo - _ -F3 E>•3- T\ 4 �p51pPRON
2r SPILL TYPE CURB& N bTH\G RPpD r
I_ O p BREEZEWAY GUTTER WHERE SHADED DUpAPS RIP Y / {' OR
I rc I ¢ I I w b R=5 N OOD L E BEZ 3e JFF Fg /
IVr 1 rca I II On ITYPJ I 9 \ ESTONr 7' �•y0 US THE CENTERLINE OF SOUTH PRONG Y AGRICULTURAL-LUC=1 36"FLUME"B"DETAIL
m i E OO p OF MEETING HOUSE BRANCH IS THE Y
�-2oN - P EB / CLIFTON LLOYD BROCK,JR.,- I ZY I o I �x - 1 6 pm AINTED R-5 NE1 VN4 O 19 p4 PROPERTY LINE(IYP-) WOODED
IX.ASPHALT-1 3o I 5 I I - m U ® l\CO 1r (N.T.S.)
a pRNEwaY ¢ I I =5 W w DFTAREA \ PpM DER _ EE ,�r / r' TRUSTEE UNDER THE KITTELL
O 6a HVAC UNIT (rvPJ Tlg UE F -L'
- EX. - m I `¢I II I x ON GONG. 50;pNy1 NB-BAN _ __ _ �Qo M �.r�'�`" ILJ v IRREVOCABLE TRUST
m I `P`� - g. R-'.t P - RQ 10'x1 V CONC DUMPSTER PAD DB 3051,PG 312
w VALLEY �'\ I.. �PD(TYP)® 6 F L22 .rp1/ WITH 6'HIGH PVC OR WOODEN
m GUTTER Ce EX 24'qCP I cOw y 1\ 0^57-°' L23 L21 _ QU t'P I'" SCREENING FENCE pL L-'L/�-/��l-
HOOD 69.32 I I /fG1 1- W)ODSLINE , OO
O m a, E,X Ce UlP ¢ a R 5 A s. UFfERV_ % /y2 �- Y~ GONG.RECYCLING RA-20� ORE
ZQ - INV65bb.571 HOO1y 69.48) o a,0 3 8 �^4 �" /J ,J'
INV33i3Fro= oW m + h� F 6'
3 W v WV I L a w F HC RAMP I S'' CwRH a H HIGH ENT R FOR(PVcB RETAIL-LUC=!
y -m m 3 5 EX'E`MI NAGE WOODEN SCREENING BISO,LLC pGE
EX FT' I I O z mP') ti Vi 6 WOODED EASEMENT(MB 30.PG 72) FENCE DB 1466,PG M \Y B.
' ml I mOn x�m _ -�: Cun7L, ^5 V�- / MB 59.PG 42 / 5tt� .y•
It
R=5 ^. PCfO EX W0008LINE� "+`.( �.\AI�I�Al" OOFe V1
a I 491
�= 13' "' a¢ - U'- te5• y.( 1 �1(1'x10 CONC.DUMPSTER PAD
BENCHMARK 3 I xl " ti 'a m m^ PARKING o a ?" y- _ „� WITH 5'HIGH PVC OR WOODEN NOTE:ALL APARTMENT BUILDINGS WILL BE 3 STORY
R,Q (9 SIDEWALKS 8 EXPANSION JOINTS ]/8'DIA HOLE
RAILROAD SPIKE IN ? m I U i O5 5O n_S T T 3 ONLr YI } 18 EP SCREENING FENCE
m UTILITY POLE n - - 13 �_ soes BY G.C.UNLESS OTHERWISE NOTED u WITH BRICK AND VINYL FACADE.
O O CONCRETE CURB 8 CURER
Iz 1_ m - 0.
O O 6x4'CONCY! .RECYCLING BY SITEWORK CONTRACTOR fi'
tl ELEV.69.49' 3 Itt ¢ '3 - x O NITuI}ZK.K Z QJ E CENTER FOR(2)CARTS P9+
Z (NAND 88) 9 XO - - 2 'ry' O O L OP ?' T WITH 4'HIGH PVC OR SLOPE 2 00% 2U" 3G TO FACE OF CURB OR SIDEWALK
o I`"I J )wu - LL I rcl 3 - Ow p w m w _ J NOTE:PER SEC.6$31,(14)6-CY DUMPSTER CONTAINERS ARE
APPROXIMA K ¢ "'\ O m F- m H m O O WOODEN SCREENING 1'S-9.SB ASPHALT(TOP UFU
�� a N I tB -- m%m m" m (��o� FENCE trr EXPaNsION JOINr 1.5^S9.SC ASPHALT(BOTTOM LIFT) �+ REQUIRED(330/24).THE PROPOSED DEVELOPMENT WILL USE
¢ LOCATION OF 3 I m :* k _ m i I - a F - I I n` m _ ?P 6"CURB oR SIDEWALK FACE 8-CY DUMPSTER CONTAINERS IN LIEU OF 6-CY DUMPSTER
w IX.8"PVC w I HC RAMP- `- 6"CAR 13 4, 1 __ 6' 18' _ _
x WATERLINE I i7II I ml �m m P, - ITYPJ I ., 1.5^s-ssc R=SP p`Q� `'L '. 2��� LB _ - -__ _ CONTAINERS.THEREFORE,AN EQUIVALENT OF(10)8-CY
to p rcl w I - _ -- L T-m �,LO"5-9.5B Q0 - -- 1 •I v• b•cafic DUMPSTER CONTAINERS ARE PROVIDED(33024x6/8).
E x a -C�2 w C3- -� CHURCH-LUC=2 vz'RAD COMPACTED
Ov m = my = m 3^RAD BROOM FINISH
IIx I -,Q I o I -� -  T R-r - I` GRACE CHURCH 3000 PSI CONCRETE sUBGRADE 1-
O - BREEZEWAY WWW OF PITT COUNTY,INC.
16 o >o F wl I x F ITYPJ I a / NOTE:THE LOCATIONS OF VISITOR PARKING SPACES ARE INDICATED BY
16 w I n i F 71 R=s• - Y,1 IDS 1028,PG 113 1m HAD T NOTE:PROVIDE 12"EXPANSION JOINTS IN WALKS 30'O.C.MAXIMUM, THE"VISITOR PARKING ONLY"SIGNS,WHICH ARE LOCATED TWO FEET
m / tz• TOOLED AND SEALED WITH COLD APPLIED RUBBER SEALANT. t2
wal `"I t 1B314' BEHIND EDGE OF SIDEWALK IN FRONT OF APARTMENT BUILDINGS.
¢ I I �� - `^rc ® ,ye / - PROVIDE V DEEP SCORED JOINTS IN WALKS F O.C.MAXIMUM. STEEL ROD
r 3 I xo v I I ¢W CSTOONP( 'EL / 6 VERIFY LAYOUT WITH ENGINEER.
CURB&GUTTER AT SIDEWALK DETAIL
3 EX 1'x1, 30 .R 1" w I a4 Rw• 7 q5 V'30/ 24• (N.T.S.) PLAN SYMBOL WHEEL STOP DETAIL " 25 6
HOOD 68.66 m GRAPHIC SCALE T=W
U'- INN.64.76 w s I II g R=s + TOP OF SIDEWALK
Y I R,5 9r p _y_ 24"CURB&GUTTER 2 2 (N.T.S.)
IX.FLARED 3 (tN / ' .-'y 1 , 1 SHEET 4 OF 24
¢ FIG RAMP I,� CIL I 6'CABC 9� / ^= SPILL-TYPE
F I R-s Y. , - 11
RIW -��SClPEo +, R=]s R_t5 ITS-95C y / (N.T.S.) vARIEsa•-s• SITE&STAKING PLAN
PARCEL#87744
__ I I -DIRECTIONAL HG t 0^SA.SB .g 1 CROSS SECTION DNI6HED GDNGREIF THE CHARLES
H t RA PP Rp pp OXIMATELOCATION = GV i RAMP(TYPJ RY)� 2
51 C OF EX.B'PVCWATERLINE I I I 1 I-STANDARD CURB �i76U 3 L3 HECENTERLINE OFSOUTH PRONG 121 SLOPE MAX. 121 SLOPE MAX.
9 \TURNBURY DRI E �L SPA.'°i L &GIfTTER[iYP") ' OFMEETING HOUSE BRANCH IS THE
ti L PROPERTYLINE(TYP.) Call 72 Hours Before You Dig! 6' tB' A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w (50 RIW 36 B/6 PUBBLI
C) II I- I �35 eE G.I.L ap1H tC ATR Rzzi
1
G _ /DRp1Hpg30-p 1-800-632-4949 REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
x - � x G I I -L97 L36 p� ,AE7'R tm Rao 3•RAD Q 1 E s s PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
- 26 lM BEE PLAN SEE PLAN JVV 1ym•""'"a,OYT�i��
APPROXIMATE LOCATION w I C2 L39 -=E 7. CONTRACTOR FULLY RESPONSIBLE FOR CONTACTING
w OF A'PE GAG MAIN GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C-
IX.CB) APPROPRIATE PARTIES AND ENSURING THAT ALL EXISTING UTILITIES
¢ IX.CB in ,26 RHO 69.56 ARE LOCATED PRIOR TO CONSTRUCTION.
i HOOD 68.38 O INV.62.51I IN�V.61� 2. CONTRACTOR IS REBPONSIBLE FOR PLACING BARRICADES,USING 17 e _ '- 43249 = OWNER: THE CHARLES ON CHARLES,LLC
U INN.IN 63]6 I EX 36•RCP FLAG MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. - �-
INV.OUT sZ86 I o z ( s. � N-�, ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
3Q W I u I_ i 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED _ - 6'-0' 6-0^ 6'4T CONCRETE RAMP TO BE '%,�o`^�N;;•",;;x moo``� FAYETTEVILLE,NC 28305
PEAR TREE ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA a - THIB POINTTo BE DEEOPD 3N�YRADIu8.5• „Y7% TP j�jl�1�otx`
o I m 3 Q DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION, PLAN VIEW FLUSH wnN PHONE: [phone]
WHICHEVER IS MORE STRINGENT. 24• pgyET4ENT p
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING _ Ba1dWlII DesigI1049H DESIGNED:MWB/IP APPROVED: IP
y a HANDICAPPED RAMP DETAIL
STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. 24"CURB&GUTTER --
"a ¢ WITHOUT CURB&GUTTER CLOSURE CHECK BOUNDARY Consultants, PA DRAWN: MD/MIR DATE: fM242o23
¢ 0 STANDARD FACE ENGINEERING-SURIEYING-PLWMNG
o (N.T.S.) CHECKED:MAH DATE:06/15/2022 1700-D EAST ARUNGTON 80ULLVNiO CHECKED: IP SCALE: t"=50'
j: GREDNIILLE,NC 27858 252VIRFI390

I / �
I /
- -- GRADING AND EARTHWORK NOTES
\
1. CONTRACTOR SHALL CONTACT EROSION CONTROL INSPECTOR 48 HOURS BEFORE WEIGHT,SHALL BE SCARIFIED AND AIR DRIED,LIME STABILIZED,OR REMOVED AND
CONSTRUCTION. REPLACED.
2. REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE REQUIREMENTS, 18. CONTRACTOR SHALL PROVIDE ALL DEWATERING MEASURES NECESSARY,INCLUDING
(TO BE PROVIDED WITH DESIGN DEVELOPMENT DOCUMENTS). - WELL POINTS,SUMP PUMPS,TEMPORARY SHORING,ETC.,TO ENSURE COMPLETION OF
3. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION STABLE EXCAVATION AND BACKFILL OPERATIONS.GROUNDWATER SHALL BE
C 20 \\ DOCUMENTS IS A VIOLATION OF EROSION CONTROL ORDINANCES AND IS SUBJECT TO MAINTAINED A MINIMUM OF 2 FT.BELOW THE BOTTOM OF ALL EXCAVATIONS.
HOOD 64.60, A FINE. 19. CONTRACTOR SHALL CONSULT WITH THE ENGINEER AND PROVIDE ANY AND ALL
=rt1>+>A3iw 1 69ia\ INV.58.00 \ 4- APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT SHORING DETERMINED TO BE NECESSARY TO PROTECT EXISTING BUILDING
- \ 55MHg9 `\ PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION FOUNDATIONS OR OTHER ADJACENT IMPROVEMENTS.
1 MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S).NEW EROSION 20. ALL GRADED OR DISTURBED AREAS BEYOND THE LIMITS OF PAVING,SIDEWALKS,
CONTROL PLAN WILL BE REQUIRED IF LIMITS OF DISTURBANCE CHANGE. BUILDINGS,ETC.,THAT ARE NOT OTHERWISE LANDSCAPED PER LANDSCAPING PLAN,
5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES SHALL BE STABILIZED WITH A NEW LAWN SEEDED IN ACCORDANCE WITH THE SEEDING
I FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS,AND SPECIFICATIONS.CONTRACTOR SHALL MAINTAIN SEEDED AREAS UNTIL HEALTHY
SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING. STAND OF GRASS IS ESTABUSHED.
B. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR° 21. CONTRACTOR SHALL UNCOVER AND VERIFY THE DEPTH OF ALL UTILITY TIE-IN POINTS
O TO BEGINNING CONSTRUCTION. PRIOR TO CONSTRUCTION AND ORDERING OF ANY MATERIALS.IF CONDITIONS ARE
7- LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE ENCOUNTERED DIFFERENT FROM DRAWINGS,CONTRACTOR SHALL NOTIFY ENGINEER
CUT AND FILL SLOPE LIMITS,OR OTHER GRADING REQUIREMENTS IMMEDIATELY AND ADJUSTMENTS SHALL BE DETERMINED.
8. ALL ELEVATIONS ARE IN REFERENCE TO THE SITE BENCHMARK.CONTRACTOR SHALL 22. SELECT FILL SHALL BE CLASS III,TYPE 2 SELECT MATERIAL
DI \iyHWTREE6D" " +1,° °m `. 165'S - 1 VERIFY THE BENCHMARK PRIOR TO GROUND BREAKING.
T >�+GRATE]0.54 HW THE 42"
9 � 1 J *n:,= J�I j * I 9. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN WITHIN ROADWAYS,
PROXIMATE LOCg1'ION I I I c INV.6].84 �u ,.1� HWTREECW_STER x0 ° _ 1\ ss PARKING LOTS,AND SIDEWALKS AREAS REFLECT FINISH ELEVATIONS INCLUDING
OF IX.3/4'PEG I ° - �. s a 9-O ___-_ _
rF--GAS-UNE ICL I i Q _72 \ 2l l l ks"� I ` - s'> \ 60 +°"s --- PAVEMENT.REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT
1 IT" «"�'C��l�'•_ _ 7J_`✓' um =>'�-- '2 - HwraEE�iusrER a EIP °y EIP °Jee +w�---- * \\ _ _gym- - / SUBBASE OR AGGREGATE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS _• -
III \I� r * \ FFE=66.93 \ / I CONTRACT.
3 e�^ w a /', E -(- ,,� W�' '•""�'� 'z� - °/ Hdua =ss6 \ - �� / 1 - 10. GRADES SHALL BE ESTABLISHED TO PROVIDE SMOOTH SURFACE,FREE FROM '
EX SHRUB ROW =1.� / \
„s w IX. "1� - (�`" trvv TREECF`sTEHt�n' FES/4 �, / I IRREGULAR SURFACE CHANGES.GRADING SHALL COMPLY WITH COMPACTION -
3MOIL ORIVEWpy.,l?" -� q\ \ 29.Tm 16"9qR (r.=., LPINE3s' // FPSH 00 � HIx ° INV.65.38 \ - y 1 REQUIREMENTS AND GRADE CROSS SECTIONS,LINES,AND ELEVATIONS INDICATED.
MAGNOLIA 36'p6ya� +69n'°`�7." � 1201E 15"RCP w/FES 0136z \ I w tE�fim i\\ 17. WHERE NO SPOT GRADES ARE INDICATED,THE GRADE SHALL BE ESTABLISHED BASED =°�s
IIr °qff w k" -]'�0 HwTR�2a• n(T/F` , HW2q'TRIP `J ®et \ 65 / `\ 1 ON INTERPOLATION OF THE ELEVATIONS BETWEEN ADJACENT SPOT GRADES WHILE
13 I I X I 7z,= Pe_ � S.CY-29' „0 "� ss " ss'0 \ I MAINTAINING APPROPRIATE TRANSITION AT STRUCTURES AND PAVING,AND
FI1 - -t,` E '�Y DENT 9 m IX x° +>0011 +>o° I / , , HPS O 0.30z s \ �/ UNINTERRUPTED DRAINAGE FLOW INTO INLETS. CaII 7Z HOUt•S BefOT2 YOU D19I
BARN / �/ 12. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SUCH THAT RUNOFF WILL DRAIN BYExCBH\,y . 9 F \ CB/7 _ GRAVITY FLOW ACROSS NEW GRADED AREAS TO NEW OR EXISTING DRAINAGE INLETS, �-HOD-G3Z-494S
HOOD 7153.. IX 15'RCP \�� Im /PI =.,,y ,EX.BARN. °�°,s�s a "' -L� T-°,J� �J HOOD 64.25-'-' ' OR SHEET OVERLOAD.
j�ci`x=IW.W-03 as =n.> 10, HWTREE2a' -- as m a _`INV.57.25 _- 13. ALL SIDEWALKS,STOOPS,TER RACES AND OTHER PAVED AREAS SHALL SLOPE AWAY 1. CONTRACTORIS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
IX.CB E1C t5'RCP IX.Dl>'- / HwTREE 3e' 'c r r - PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
HOOD71.491 \ >' = s ' '��� I,/ L 44' / �'I I / \` =I FROM BUIL°ING(5)ATA2.0%SLOPE MAXIMUM.
3 'I xGRATE 70.85 APPROXI IX.1-STORYY�/ p \! j I GRADING AREA 14. ALL FILL SHALL BE PLACED IN A MAXIMUM B-INCH LIFTS ANDCOMPACTED.ALL FILL PRIOR TO CONSTRUCTION.
INV.66241 1\' I INV.IN 6730 GATE LOCAGON OF EX.3/4"PEG `�-� BRICK SIpED HOUSE /`'9-"-_--_-- 15vr I-I_ 'y
RIW.OUT 6640 AS LINE ° i - WITHIN LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO A 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG
I�1� I I I a Of�G -�-�3--J i T0I-- DETAIL VIEW"C" MINIMUM 95%OF MAXIMUM STANDARD PROCTOR DENSITY. MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
fP�/ I PINE 7fi" / / +>vs / _ �as °Ie, �ss r SCALE:1"NY 15. FILL WITHIN LANDSCAPE AREAS SHALL BE COMPACTED TO MINIMUM 90%OF MAXIMUM 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED
JJ _ --PINE 32. `J P >� `, / ss s 1 - Itfi «s's STANDARD PROCTOR DENSITY.MAXIMUM STANDARD PROCTOR DENSITIES SHALL BE ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
w'I CB/3B �°' DETERMINED INACCORDANCEWITH ASTM D698. DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION,
J ��' e f( ;000 68.50
IX.ASPHALT I 1 SOIL DRIVEWAY / / e ° { I I ° - ifi. ALL PROJECT SUBGRADE SHALL BE INSPECTED BY THE ENGINEER.IF THE ENGINEER WHICHEVER IS MORE STRINGENT.
113 /¢w ts'RCP INV.63.9t _ F =s s 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
DRVEWAY I >? 1��11 t_?_+ `-� i^�.-` -t om„ �µ�pEE i4:'° .ry," °:s (�',; nj44 FFE=70.fi7 (18"HPS)INS.63.66 9 Ross 65LF SWALE#12 0 0.W% DETERMINES THAT UNSATISFACTORY SOIL IS PRESENT,THE UNSATISFACTORY
/I I v O ort 1LTREE ya p(?�\5�QT'pI�L `. '}Y•,aS- ," 6 OqK s/* GRATE 670 q L p�_R lF `"� sase� S\ w/5:l SIDE SLOPES MATERIAL SHALL BE REMOVED AND REPLACED WITH COMPACTED BACKFILL SUCH STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED.
EE CREPE MYRTLE 4°+ tsw _ \ 'W
1. TaEE 3z"_�_' t) INN.64.04- ,saF, s9g INV.67.00 ADDITIONAL AUTHORIZED EXCAVATION SHALL BE PAID FOR ACCORDING TO THE
/,pyy1'
oq1 4 o0u9LE :. s9TSJss \ csaa CONTRACT PROVISIONS FOR UNIT PRICES
I j-T�'.m CB/40 llll 0AK 3s•- I I 99 ssiY°-[] s - 8�\ \ $ FR 7 IIn'-6725 17. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL FILL AND BACKFILL 1
BENCHMARK It� 1 I -'y 7t------�-o HOOD 69.27 1/ w 00 x �ss MATERIAL WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED 1
RAILROAD SPIKE IN I\ ItIII k -EIP +,09 - INN.fi4.64SHaUe $ Haue I/ 2oLF 12"HPS®4.00% sIP A m E4RR gas \ sz s° =spa
3 1 I PR, 9.z REAR BY ASTM D698.SOIL MATERIAL THAT EXCEEDS THE OPTIMUM MOISTURE CONTENT BY 3
UT7UTY POLE 1 O� a C =°e N CBj37 ss 8 CB/36 ` -68.00 m I
ELEV 77 5T \ I Tta�i -_ -s9-� Bg3B - ' _ lcrrsw ® HOOD 66.5a sew Ss HOOD 65.96_ FRON7 FFE_6a p0 bliss / PERCENT OR MORE,AND IS TOO WET TO COMPACT TO THE SPECIFIED DRY UNIT
1 / sz° TC H000 6].84 ease t I \ \ m ., ,c IM/.60.4035(NAND 88) II _ a: se qx °�__8"RCP)INN.62.74 min, J s° (24"RCP)INV_61.50 H000 fi5.43 =ess
1 I O o Z 0z 124"RCP)INN.62.24 > To_ ,� RCP O �) V.59.83° ssmx'0 4aLF818" ✓ t-�-® + $(18�30"HPS)INN.62.00�66 /6z 10 s I me '190LF 3 0.3p& 1=ss.s
I� s YO. tasa'SSMH15 / I s a 698 i ft SSMH11_n. xse.° / / °+
981E�• $-_ // °EIP \\\
I I �sss �55MH�10 CB/21 /
HOOD 65.00
m w iO. ° Tr.IISw _
x qs -
I isv
=sza
�M�_yy SSMH12�`� _ N (24"RCP)INN.59.90
( ° rzts s t6 zt Y- czTz Ctrs sT
+i iP BHP saw n _ n Pp (30-HPS)INN.59.40
o TS nm :°az tc�49cvxP s°ss Tc sa.t°" e°.t \ - c-�P _ }� �- "trslsr. {'-ml�-gym ' m `� ®q3 (36"HPS)INV.59.90 SEE GRADING AREA
c .>° YYYYYY °aai�.°r rc ° \ ..-w 1 ss III - O DETAIL VIEW"C" \J\a ,s° 8
II 'n.zs CB/41 =refs l2pF ss ss ')O gEARF FE_fi9]e ,_6 � sw 69-tcrtsw _ c
se � IpIS,V iv�n
� su
FIFE; SHE \
,c
mmw Tsv w ss
m� _ (PHIS SHEET)
HOOD 69.1] ss zs 5• - is II 4 'v' ���-ssaae '� �s'U
�N -1 �(12'HPS)INV.65.42 R�® +F asaF ° II III �'lll III m� w5°b4w _ m, µam 1\ tsty trrsw _\ \004 / =((1
I 18"RCP INN.6492 s �.,T E n�43Es
�-ISO � IIw I - (15"RCP)INN.65.17 O GRATE fi0.13
m se `��:tE sn INN. 6 �O
I� Ia�: /°° y ss°, o/ °+ INT itnSN°„ 1
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w ad.'92:Ic~Qi rc i,m A Gi' it'ymw liv,sw s.3 1c ,�, /_.rCB/42 s FINV. ].32I I� � SIYALE 1 CLI I - _ I-� 0Id23 s\°
SEE ENTRANCE GRADING o - _ ,1 I I lsV II J CRATE fia.9fi I H000 68.50 M INN.6 AIL9 y n I�J- 69.00 \\C� \ EIP
`I __J L =sge /y N_II u / �'f r/11 I I �" FFE= �I INV.60.46 100LF 24•HPS O 0.0
DETAIL VIEW
�x o I x �, ° INN 65]5 L�( , _I e m I�
(THIS SHEET) 1°- izzz'_'-C7 1°7+�T i_ z / ° l _FFE- -J L- L-ale N am r m o" ,
F ram, ,ms,Y n y N -�_ _�D. I --iT=l -T T f ! 5� / g9 "nv°O.se oo D
w �O Iw a °e9 - O< / y o® a T �-- I m _ FFE=69.67 _ L1- IJcItATE s5.0D / SSMH I SWAIE -
SEE PLAN&PROF4FR° tow 1 1 �} ¢ O INV.W.16
>u } u¢ ' SWALE �� � OStzF 00 CUL-D G ' y�s INN 6843 .�J/5:1 510E SLOPES TRIANGLE(fYP.) 1 ¢� (SHEET , SWLE I / N I I Tm 41 ��FE fi°-OINw OURT '" ....., I ___ ALEO 2.0 �s FEq ) nss -- INN.5].17 $iF\\/ w/5:1 5ME SLOPES TORMWATElC) L,° - -- � es ®>• ng3sA\.rE a'wce 076z fig 1sw cRATE'ss�aD/ T � Sly � _
HOOD 6990 ,I / _ f' *_'_ GRATE 6B25 \\\\\1� - YIS3B°r'°/ / INV�1.30p _ 1Jg+ 3'° 6?5
RAN 5 1/ >° _ _ °9 �9 INN.64.25 5
-- - ° _
_ iz `35LF 8'PVC 0.71X: yT �-° y'�-6L- \ s TNJ.56.75-
_ 2\q• f NOTE:WIPE DOWN HEAD 6526 67f \
I m .GRATE 66.00 9zQ�' o.�l°�, INN.60.7fi \ �� -5/ N
I / CB}7 1001E i5 RCP®036z�o HOOD OF CURB AT 2.00%IN A 25 n{35 INN.63.75 40LF a 0° 228x m m t \ \1\ \ r
H000 6906 19 FOOT SPAN ssu tsw ')/ i'(/ a - - - \ \ -TILE SWALE
4/ INN.64.70 1 ® INN.65.06 ems' ,T�°d taw z SEE CLUBHO USE&\I GRATE 6]75 I ti \ i $1 E 3.18R��
" 1 °at° 08 � INN.64.00 t� SIDE SLOPES
86% +s.s}e. s 30LF 0'PVC 0 083R_ ssm tvx \ °, y \ ,© \ OLF 30"HPS O 0.30X _•us-i> I I I POOL HOUSE AREA I !l
SHEET60F `Am- I yy/I =H000 64.25
V CB/3 t~5% FFE=7D.25 = I FFE0.� V to•'x`� s°SSMH 4 i--- CB/7 _s3
� GRADING PLAN
TARA COURT , IX.CB' I I I * m HaoD 68.06 w10 d nf38 HPS 6 y 00 CRATE 65.51 \ w = �qTE
NEW$TMH I I a a 901E 18 sRCP 0 0.(53S s \ \ m z 24 \ ` I \
(RNV VARIES 40'B/B PUBLIC' b ^INN.65.23 m GRATE 6].00 24 HPS)INN. -
1` f` _ \ \, `/\\ NEW WOODS LINE-INN.63.]5� _` 1 =si" ` +� I RIM fi9.921 I I 1 ° e I tsw \ 1oG y ( I` SWALE I
- � .e,>d4e INN 64361 III \ s 5 � POOL 4}Iyyl' PVC))1�s2 eat / � `i'n on INN.6526 � )/�i --
NEW INV 64.57 I I �. DI
ww APPROXIMATEL TION >6zs I 9O/ saa-"',s NV.65.883 s GRATE 67.43 O / c
J I 1I}I 10 PVC INN fi410 60LF 8'PVC®0.83z 5® cem £m' ` 1" \ ✓ SSMH/5 b - 6((TO DAYUGHh ---
OFIXB•PVCWA LINE a- I1°Cll *\� '`\ ( ) \ -\ III 24 NP d$27 ��\0�
EX 2*UTILITY EASEMENT \ =Cw,J1II I P p� (15'HPS)INN fi36a SWALE \ 37 GRATE 66.33 tsn rJ \� ` _ I
(MB 61,PG 200) 3 auy `I I I I �P s° (18-HPS)INN.63.43 I INN.67.88R/sOT
®se is s ss.s 90LF 19'HPS 0 6ssx+n.ts r (24'HPS)INN.61.81 / o'P v.w / CBOD
U ry =s3s +Pi m l 49+ ]0 1 s OZ O. I = �\ DI s°.°o \ (8"PVC)INV.63.14 / m N \ \ , ' mOsass. _ I"NVO°5 545 ROM�T/p g !
rc O 3 I � j 1 tnxP-:� s sa su fig `°-.fie se_ fiB I s°.°°y I GRATE 6700 tsv - ` / sscz
(18-HPS) W.62.72 y fiq UO 1 / ` at°n
63.25 FFEc \ / SWALE -� „A1 'is11F
a ITrP J I ".` n 34 fig swALE �Y "m(24"HPS)INV.szzz ce/9
\ \ - sa> st _ UN\ -s
6].50 'm -INN.68.28 `g, I y!'•'£` \��\T-�� \ /\ \\ 1 _ _� INN.58.42 - dad "4T '_ SaE _ /Si+s ue / 4\`-�� SOUTH TERLINE OF
wz 6` �i I se 69 I INN.64.75 ® 68LF SWALE#9 O 0.59% .�r'v \ v\ \ ® \ \ � _ 6518 $ n o 1, E\ i\ / GE- / \ SOUTH PRONG OF
O U 'Im o w 51 510E SLOPES - \ 1 -�' - FE` \ '
w I I / _ `iI V"�` \\ \ /1 i•' x OF1TF 66� -1 10a <� / \aP8 // xvi\'�/ MEETINGHOUSE
I I Im- II slx � -_//, I •��sD_
\% V.,U BRANCH IS THE 1
- 3 (� 1 ses - - r y- so+= T \♦ 1 .y ®'(� \ \\ za 1C ialsn=/' 1X i RFA �ss \y,FS\ / ___ IX WOODBLINE
`t I I.LI R I s sot `�s 1i \ 1 rtsa rsw 1.n snzt/' p O °% ss L\G O1 "//.""ry / / -Ir 1 �L `(5� �w\�-J� 67 ��v \ �r t9n \®/��t \ k.-°s.a � 24 FC 0 ¢,a.L ��Q 21 / -�° - PROPERTY LINE(TYP.)
APPROXIMA I tlss.e>JNm�o _ Ltw" s fig°m U, 1�FFEc 6� 1 SWALE I y'n\ \ ia � � �wTca,SSM 252\F / \5O'(Pg\PN8J�8p3\�1 =sW0 D D =sis -
LOCATIIM
y��`9l
WATERLINE U m I I ( u�. I tsEa ie �'`' - ng33
cs'n+ I I GRATE 67.45 / C A llliiii \
(� ° '°k'°°� INV.65.20 w s° m \ it 111!!! ++`..'30X' C8/10 s�sussss .WOODED° µ e - - / \`,n0D10
w e - �,° - ¢e 9° O I I-- / y\\ \ 69�se°s69 N ° m 1 /1 CB 11 scse+._-2a RC ® tc H000 65.95se ti �s+\t
m/ FFE=70.1759.45 _ - _ - t^.- _ :O ••ef55°' /
(,')z I it ! - I m DI#30 wtfie m/.HOOD 59.88
Z J I �- ei I trrrsw 40LF 8"PVC O 2.6]z/ GRATE 67.04 ° w V,s s°1 1 INN.59.88 =sze _
INN.64.15 see.°° t //','vY� / c- FFE= p8 \ �/\\ V\iE1- r+m��_ C/ i - i $EAL
J L__ \°nm/ me°gM �° � �t naFPO�FFE=67 000 H 249
a _\`1t /FpR `sm+ � =ns \
I 59I= � / s® sageSSMH h961f A I I .N -RPN i / \\ /\ /
6 5. I� � w --HHWD 67.55n m I ° /e0e r L E sis°° S�8 HE CENTERLINE OF BOUTH PRONG/_ `\\ PA LYJ
m ) INN 6455 se svm s m �ss tc -bfi ,� OV /IizN11111111U\•O\
Z¢ I ry - E �N OF MEETING HOUSE BRANCH IS THE
m - 1 3a m / s i CO orZOO E\ li\cx _ _ \T'� � ' PROPERTY ONE(TYR) "WOODED
IX.ASPHALT ° 1 I icrt°t\ rsw In aisu-
DRNEwAY °I 1 rc al I SWALE�fi saa _ '/ ssm ® tc a OSPR- eUFFFRK/�,, _ _ _ OF M /-J✓��N*fi'> =ssi / / NOTE:ALL PVC STORM DRAINAGE PIPES TO
pC 48• ° .sY tca /v INV.6a.00 - isw SSMHB y RCP /at tz- R1PN�\Q OFF/ o Op1j �- rN Lssn I 65'e� ° BE SDR-35,UNLESS OTHERWISE NOTED.
aVALLEY °. w = I lssau°ws N�st.as
1 "NIL. n , 152LF 5WALE E11®0.66z 96 Ftiz 50 --` ElL WOODSLI NOTE:ALL N-72 PIPE IS SMOOTH WALL HDPE EXCEPT
<e GUTTER .CBIX 24•RC^ >-'tsw \ s° m w/5.1 SIDE SLOPES ss.w s$° 'lam CB 12 \1 �� Q° �`L-Z'
_. HOO fi932 1 °TIXCBI m' \ tc nj31366.26'st / HWO 66.22 _ 5? FOR 42'OUTFALL PIPE,WHICH IS CORRUGATED HDPE
ct w 5 INN.65.12 i 1 I �s PEAH EE st s HOOD 67.00 laze /,<INVp 60.4] r✓ ' • i' sse„ \
HOOD fi9481 1 v / ^ HIGH DENSITY POLYETHYLEN PIPE.
a <z a I I t \ st ( E7
_ �m Wv 1 m I GRATE 6&24 + � st z / sat s \ o �O 3 ss J RAINAGE _---�-��_-� / +sz-a +spa
/ WOODED EASEMENTNS 30,PG \\\ - +s>s
( �) NOTE:THERE WILL BE NO LARGE STOCKPILES AT THIS
ALL TOPSOIL&SPOIL FROM EXCAVATED AREAS
'z°.F. Qr" I� _ >✓' IX WOODS�I.INE °'°` / �� SHALL BE USED IN FILL SECTIONS AND TO TOP DRESS
AREAS MERE STRUCTURAL IMPROVEMENTS WILL
I ,y 1 I I HOOD 66.89NOT BE PLACED.
BENCHMARK 3 ( I +e*1 I %sl _ INV.64.64 Ceara
w RAILROAD SPIKE IN `" 1 z I I I"• I nm 1 E. L II __ HOOD 65.94 I. °FE.ss�° / - / / °t 6 +s>a =s,i /U
2 UTILITY POLE I� I� I ° w a I cam nm r INN.61.02/! i+ / ,/ / �,°,_ +s,.s 2 s sO ,a NOTE:ALL SPOIL FROM EXCAVATION TO BE SPREAD
ELEV.89.49' }¢ �`a 1I l a '! , I tc - FFE=69.fi7 \ FE 68.00 OUT EVENLY IN A MAXIMUM DEPTH OF 6"IN FILL AREAS
17 1 WITHIN THE INDICATED LIMITS OF DISTURBANCE.
E (NAND 88) I`t III i 3 Ia.t1) �II�I ao c _O Q -
APPROXIMA I F - I O 00 y *"`-
LOCATION OF 3 I m I I m0O I t- wtvrsw -1 °> w / 4 - / ,JJ'T'7 *s"-FLOW LINE
d I I sa.00 NOTE.PROVIDE A 4"WAFFLE OP [LEUTAT TH BELOW
WATERLINE / I Q I = 1''°' ° _ 1° I YYY >° - UP xEs, 56�s \ FE 66 @ 0.75% GRADE ON ALL CONCRETE DROP INLETS TO THE SIDES
f J L R=SD• .
60 -, - FED 56+6�a WHERE PIPES DO NOT ENTERIEXIT.
swALE
- FE fi6M
p I 1 _ FE 67.1D NOTE:STORMWATER WETLAND IS TO BE USED AS A TEMPORARY
1 I 3s. FFE ss 25 FE 6].10 SKIMMER SEDIMENT BASIN DURING CONSTRUCTION AND RETURNED TO
a m - 3� Im m o ( XI�>o� =°s QI I ,..1 ' I °�nw /e +sa., 1�/ I--11- ,(<d°.// rc I
w I\ m ' ORIGINAL DESIGN SPECIFICATIONS WHEN SRE IS STABILIZED 80%t.
///�i
OP
v SEE SIDEWALK GRADING d � I ts�w' /iev� rs I W I \\\ O>s FESa3 TTE� \\ FE67.57
�s.zsI o �ss.z I I_ ° 18wwEsznrz .INN.57.t]
C7 W W I ¢ CBa18 0 10P 15V
z DETAILVIEW"A" Ia °Fy CPi t ° ewl
(THIS SHEET) =HONy,03,74 +e A NV 622
I3- 1 F sea svl / J
m- /� >r�, \ IIII w IIIII \ FESa2 _ _ t FE080
H0006&66 °,ts•I' to atlz
INV-
,c "� 1 �ss O53�' ° *°a° ceatt \ Y w� �� '� w/5:1 510E SLOPES �'fi /JT SHEET 5 OF 24
EX.FLARED 4 '_� its / " - n�1 v/ /� I 4 i00/ 1 Iq I ]]LF SWALE I/�1®3� 18Ri �00 m FE 6650 GRADING AND STORM DRAINAGE PLAN
FX FH , ° n F•m i C � 18\RCP® 64.]07 �1 ) m I -� 636a_ 66.10/
z TPEO a� n. p 9\p01F bseo- _ s L t I Im xs,s 07 - O.C.S.
� 1.t,'� imtsv ° CBaifi ,a+ I I I - 69_' 1 I
APPROXIMATE LOCATION'-ec' � awl e$H00D 66.6]
(D OF Ix.8'PVC WATERLINE E a CENTERLINE OF SOUTH PRONG TOP 62.50
THE CHARLES
INN.56.63-
INV.62.92 l I I SPKN \ I NEW WOODS UNE-`
1 I.SPItN y Im (�/17- OF MEETING HOUSE BRANCH IS THE \ I I a / lc I 1 I I�°p I a I _ SyIALE \ _ m/
TURNBURY DRIB}/ I � sss PROPERTY UN
o �?? 1�ct i I ct \ I ° H000 6].05 - _ -_ _- - _ - - � _ _ �-- A P ION
1 e
1 s
E P- 1 5 set '
INN.61.00 2 _
\ I / __ _ _ oN � _ _ "� PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w (50'R/W 36'8/8 PUBLI �„ �>_. ,� - INV.sass aDLF to RCP _ _ -
I .../ \ 6[(TD DAYLIGHT) ` � ry]
g 3P0j21' IX.CB T I ` ®0 33z/ \ -=ojLgz -lS51JHa2 m REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
1---- ° --
�20
m � � MEN -
\ NEW STMH I I fi8eiv,sw
IP `
- RNN` APPROXIMATE LOCATION / -CE \ RIM 69.92 I� I I m°s
y OF EX.4'PE GAS MAIN - � CIL ia� FJ"' - - -
PRO PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
N�64.36 IG ° _ _ b Pao ep"4- °\' �2- QO^s GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
\ - EX CBIre a /' \ NEW INV 64.57
¢ IX.CB 3 FX 2a'�GP -9 to /
< HOOD61.39 _{DooseSs i°�' \ \ ` I _ _ - op Pg _ OWNER: THE CHARLES ON CHARLES,LLC
2 O JNV 6251 IN�B1.89 \ I irna° - / \ Cft. Lu / \\ �� \ _ ; ggNR
U INV.IN fi3]6 w rP =s>e y+ -
INV.OUTfi286 ,�6w oL C., . ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
d 3�w I c7I ^�°' I 1 y 11 -, -- '°" \ .L I °9m ���� \\�KOODW.sfi -�/ / `\` THE CENTERLINE OF FAYETTEVILLE,NC 28305
N O uiP PEARTRFE - ��I �I rcrtxv -tc l SOUTH PRONG OF I
INV.fi251: a / /y // I I 'Sg
x 1 I ` I INV.61 65fi\ // 1 I - - - PHONE: [phone]
o ¢ I re4 syn MEETINGHOUSE /t I I -�0`` -_-
�I I1__ BRANCH IS THE 1 I �s _
WOODSLINE PROPERTY LINE(TYP.) - / \ --- _ - - 8 DESIGNED:IP APPROVED: IP
II ENTRANCE GRADING SIDEWALK GRADING/ IX \ - 6? =5a= Consultants,
11 DCSIgIIc°Q'3a
� ~a w a _.'-� COIISllIt311tS, PA DRAWN: MAH/MTR DATE: 04242023
0
0 DETAIL VIEW"B" DETAIL VIEW"A" SCM AREA GRADING PLAN VIEW ENGINEERING-SURVEYING-PL44NNG
w SCALE:1"=30' SCALE:1"=30' (SCALE 7^=50� 170DMFASTG27&ON BOULEVARD CHECKED: IP SCALE: 1^=50'
GREENMU.E,NC 9858 252.756.1390

y ---------- I� L ----- 1
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- I
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1 1 I
I
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ss._ y I i I II I I
2"PVC SCH 40 �
ss ram / WATER SERVICE ��'^I _ ,L
68.43
I
t `� I 1 1 I I I I I
1 2'CURB
WPE-0DWN 6s.zs SEPVCWER
SCH 40 VICE os
/ SEWER SERVICE \T
\\3'WIDE CURB`
45.CUT OPENING ®, 0EN0 CO �T0
TIT
INV.6622 I I
= ❑ I I mI
`�� ®25 I .�
ss.m m_ T0. CO6 � NOTE:WATER AND SEWER SERVICES TO ' \
MAIL 45° tW ly,',7I I BE BURIED IN THE SAME TRENCH. ® %/ \
eels T6ss KIOSK REND I�-JJ I�Jy'
CENTER
co
\ I m INV-64-63 I \
h5.
\ L------- sWALE n/3m =sae
\ Tc sw 1.00% I INV.68A3 GRATE 66.25 w
\ T°as sass �m ss.66 c 1-�% INV.64.25 isw
'\ FE saT 692 1 35LF SCALE g -
n I1i 0.51X x/5_I
of 1 sex 2 PVC SCH 4 SIDE SLOPES s\
SERVICE 69 ss 27 BEND\0 \
` 4° �s 6"PVC SCH 40 SAN.
ss°3 ss. I ORNAMENTAL so.Tllc �C SEWERSERIA �69
sam - I FENCE(TYP.) 76 ss�as�
2s ss
59.T EDGE OF m -IENOm T6.ts Tots =Ic®O)/g
CONCRETE(TYP) s�sz
o I /9 ORNAMENTAL \
NOTE:WIPE DOWN HEAD I FENCE(TYP.) sw ® Q Q 93
OF CURB AT 2.00%IN A25 \ i �m Z�Pv.SCH40
/
FOOT SPA
N '91 °ss I �,s \ \
q^PVC SCH 40 SAN.
O I r IN.SEWER SEWERSFRVICE" 6RNV
/ icOxc SERVICE INV.64.0E 11
7.11
1 i
nnsw I I ' coCU p FFE=69.50
1 INV.65 fi0
❑ 1.89% ___- Tars o ❑ s �c�c�sos. LSA I @J I � \ /
�oxc I W I
2/
II I I 3,
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II (0 I ° 1 ,i 12"PVC SCH 40SAN. �� \
+ E _N ®T5 GRA E69� , w
to
o p FENCE
P.) SEWS SE I \
1rI R RV CE�
II �I j= CE(TYP.) ® ❑�' \\ LI
1J C m FIFE /.,�/ \`I
se.4, 1.92% �sssic sass `_ >' < - tl1
U s ,aas a \ _` �icaxc m xFFE=7025 NV..6
\\ i I xmtsx\\ �
I GRATE 67.00\
\\ INV.63.75 ry
oxc� a�.n i°`uN` ® / I \°�� i°ss
6ss3 ss v m_57 - I \\ \ "PVC SCH 40 SAN.�\ /
I '-Jzl 2"PVC SCH 40 - \ \
1 ssas T°.ss I ' i \ O Tat ,� \ SEWERSERVICE
-c i \ I 1'PVCSCH40 WATER SERVICE \
>til xc WATER SERVICE
CONCRETE
/ \
DECK ®� o \..
NOTE:WIPE DOWN HEAD I zzw POOLi,OF CURB AT 2.00%IN A 2669'� �IFOOT SPAN I .Ts \ caxcrrsw / \ '0 SEWER SERVICE ( ,/�xc�
I \
s9s4 ,F70,17
TCONC
/L ssu I is �t
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CB/5 ress / O m s9 Ts m I \
GRATE 66.43 / TCINC
ssis 'O Est a \
INV.E 68. ssax _
ION
LSp \ se es
I � \
696tssis �sats _ 29 LF HC RAMP @ 8.33% I�
WITH HANDRAILS I
- �// 'EI � s, axc \ I
FE6a>s TCONC
/ ss.t .1% I
EDGE OF
To.m CONCRETE(TYP.)
❑ ❑ is
I �03� n
�$ EDGE OF I SCALE
CONCH (TYP-) ,s \ 6
is s ss.s4 \ INV.67.88 1 I \\ 6
To.
sass IIIII IIIII ®" T6.as 69 ss sit airs s9t3 m°s .et c\ I I
I 69 \ ( \
" CRATE s7.DD y \ I \
®T, s°.r t �4B T s4.ss fie at \ (18=HPS)INV.62.72 y \\ I \\
I ®� PVC)INV.63.25 y I \
LLo F1:se.s6 6 7aLF l0"PVC®I.93R --- 69 q�A \ (24"HPS)INV.62.22 y I \
I X M'S1 se \\ l y I ua
9 \'i/34 =sa I I DI 29 (
GRATE 67.5E - -�GRATE 67.43A1F.$ I
INV.64.75 %\ (10"PVC) INV.64.10 --______ 601E seas I �I I \
I (15"LIPS)INV.63.68 �.o
w T ® (18"HPS)INV. 63.43U.
a i y
m Ui
o
w
I \ I 1 ym
\ I I m
y
` FIFE FE co_°-. e \, /
\ \ \ to s 6 m 9d
0 fi9
-6s \ ssm \ \
XW
SHEET 6 OF 24
\ \ \ CLUBHOUSE&POOL HOUSE AREA GRADING PLAN
1. \ , THE CHARLES
FFE=69.67
\ \\ \\ \
Call 72 Hours Before You Dig! \ _ lr ��'� N A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
i 1-800-632-4949 ` \ \ / ', REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
m a" PAGE 62 OF THE Pr FT COUNTY REGISTER OF DEEDS
w 1. CONTRACTORISFULLYRESPONSIDIPFORCONLITIES RE LOGPRLATE GREENVILLE,WINTERVILLETOWNSHIP,PITTCOUNTY,N.C.
PARTIES AND ENSURING THAT ALL EXISTING IfTILITIES ARE LOCATED \ \ \ / C A
. \ / \\\\11111IILlll //
PRIOR TO CONSTRUCTION. 1�,,� i � \ J\ q /
Lt 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG i
i OWNER: THE CHARLES ON CHARLES,LLC
MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. _; 2 �- ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED as � $Ff,L FAYETTEVILLE,NC 28305
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA i i' _
4 DEPARTMENTOF TRANSPORTATION,OR LOCAL JURISDICTION, \ ' \ _ 43249 PHONE' 910 481-0503
WHICHEVER IS MORE STRINGENT. ^�
m 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING .E$, \ / /�\ \\ \ i;CoP v oo� ( ) �Qr�LICENSE DESIGNED IP APPROVED: IP
z_ STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. \ i Baldwin
t� 7�pC�b`�,4
\ a Lys C-349
CDIISl11�IItS, pt1 DRAWN: MAH/MTR DATE:�0412411.'I.�'1700-DiEG-SURVERUNT IN - LEVARDGCHECKED: IP SCALE
770E-0 EAST ARIINGTON BOULEVARD
GRFFTN7UF,NC 27856 262.75fi.139E

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WATERLINE o I EROSION CONTROL INSPECTOR.
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~ T° os x6..s / 6 j *ss3\' DB 1028,PG 113 EROSION CONTROL MEASURES,IS ALLOWED TO TAKE PLACE UNTIL =PERMANENT CLASS"B"STONE APRON
w I ` SKIMMER SEDIMENT BASIN IS INSTALLED.
x'us I 1. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES
// \\ 1 60( 6. INSTALL STORM DRAINAGE PIPES AND STORM DRAINAGE STRUCTURES WfTH 2s 0
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X 3 i�°s 19 1 rc k i x+ INLET PROTECTION.
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w X.m I �a 1° F_ I / /° 7. INSTALL INLET AND M DM EROSION CONTROL MEASURES AT FLARED END
a I I 6 2. APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF GREENVILLE ONLY. SECTIONS OF STORM DRAINAGE PIPES. GRAPHIC scALE r=su
x w ADDITIONAL APPROVALS(SUCH AS 401MEM WETLANDS ETC.)MAY REQUIRED PRIOR TO 8. STRIP ROADS AND PARKING AREAS OF TOPSOIL AND STOCKPILE ON SITE TO
IX.CB AUTHORIZATION TO BEGIN CLEARING AND GRADING.COPIES OF ALL ADDITIONAL USE IN FINAL GRADING OF SITE.
O HOOD 68-66 `al I \`/ -6•s / 1 APPROVALS MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT. 9. ROUGH GRADE ROADWAYS AND PARKING AREAS.
NV 6436j� / TEMPORARY ROCK CHECK , 3. A COPY OF APPROVED EROSION CONTROL PLANS MUST BE KEPT ON SITE AT ALL TIMES. 10. INSTALL UNDERGROUND UTILITIES.
Zz IX.FLARED ; 3es 1 ®; "� I r6s° (SEE DETAIL.SHEET 23 OF 24) +6s 6 I THE APPROVED SEDIMENTATION EROSION CONTROL PLAN SHOULD BE REGARDED AS i t. FINE GRADE ROADWAYS AND PARKING AREAS. SHEET 7 OF 24
HC RAMP ( e �� -\ - a MINIMUM REQUIREMENTS;ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO 12. PROOF ROLL SUBGRADE. EROSION CONTROL PLAN PHASE I
O Ex PHA ! .e.o� I - -a a \ss+ / _ - ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. 13. INSTALL CABC.
N��'� - oka) r/' �7+ EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR 14. INSTALL CURB AND GLITTER. THE CHARLES
gpPROXIMATE OCATION ,#{'I- .CURB WIPE-DOWN FOR T- GRADING ACTIVITIES BEYOND THAT NECESSARY TO INSTALL SUCH MEASURES.APPROVAL
¢ 6 I� wI n I 15. DRESS UP GRADE OVER ALL UNDERGROUND IfTILITY INSTALLATIONS.SEED
w OF EX e'PVC WATERLINE c E - / 6 THE CENTERLINE OF SOUTH PRONG '
I_ HC ACCESS(TBR) OF CONSTRUCTED EROSION CONTROL MEASURE SHALL BE OBTAIN IN WRITING FROM &MULCH PER SEEDING SCHEDULE.INSTALL SIDEWALKS AND HC RAMPS.
URNBURY DRI CA SPXN I OFMEETYLINEUSE BRANCH IS HE
I PROPERTY LINE(TVP.) Call 72 Hours Before You Dig! ENGINEERING DEPARTMENT STAFF PRIOR TO SITE CLEARING AND GRADING. 16. FINE STOCKPILED
SHOULDERS AND TOP DRESS AREAS TO BE SEEDED WITH
PD�1 5. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX
3S BB PUBLIC I I fi& i STOCKPILED TOPSOIL. A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w (50'RIW I' �@" +has 1-800-632-4949 THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. 17. SEED AND MULCH ALL EXPOSED AREAS PER SEEDING SPECIFICATIONS. REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
_ THIS INCLUDES APPROVED CONSTRUCTION PLANS,APPROVED EROSION CONTROL PLANS, 18. PROOF ROLL STONE BASE. PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
UTP. G
N RAN" APPROXIMATELOCATION '. ibe � �� ,fiefi 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE ENCROACHMENT AGREEMENTS,DRIVEWAY PERMITS,WATER/SEWER PERMITS,ETC. 19. AFTER SITE 15 STABILIZED,REMOVE ALL TEMPORARY MEASURES,FINE 01l111C IAIlI/tll
of IX.4"PE GAS MAIN b) _ / re' PARTIES ND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED 6. CITY OF GREENVILLE ENGINEERING DEPARTMENT PERSONNEL MUST BE GRANTED ACCESS GRADE DISTURBED AREAS,AND INSTALL PERMANENT VEGETATION ON THE p\`�`\\\,,.,,,,, 0////i GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
3n F]L 2a'�yCp IX CB SILTFENCE PRIOR TO CONSTRUCTION. DISTURBED AREAS. o�p ••'f cs s/ �''���
HOOD fi8.5fi / (SEE DETAIL 310 01, TO ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION
IX.C 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG 20. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER _; - OWNER: THE CHARLES ON CHARLES,LLC
s HOOD 68.3@ O INV 62.51I�0 INV_61119 SHEET 230E 24,TYP.) AND EROSION CONTROL ADEQUACY.
L7 INV.IN fi3.7f# .e,a MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. ACRE OF FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION OF THE _ SEAL
`` IX.36'RCP T. ESTABLISHMENT OF PERMANENT GROUND COVER IS REQUIRED TO OCCUR IN 7OR 14 ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
i INV.OUT 628 I o? m I 1 IX CURB WIPE-DOWN FOR _ xs2_z 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED PROJECT. _ =a 43249 `;
T 5II HC ACCESS(IHR) - ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA DAYS AS DESCRIBED IN NEW STABILVATION TIME FRAMES SHOWN ON SHEET 24 OF 24. 21. FINE GRADE,PERMANENTLY SEED,AND MULCH ALL LANDSCAPED AREAS. ''Il 2 FAYETTEVILLE,NC 28305
o r 14L�PFA TREE DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION, 8. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 7 TO 14 DAYS OF ANY PHASE OF 22. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL -'a
INSTALL SILT BAG INLET WHICHEVER IS MORE STRINGENT. GRADING. �c •Nc\ EE•°pp�c� PHONE: [phone]
a ti�Y * , I (SEE DETAIL ESEDIMENT G5 SHEET 230E 24) 4. SHORING SHALL BE IN ACCORDANCE WFI OSHA TRENCHING 9. SELF INSPECTIONS MUST BE COMPLETED BY THE FINANCIALLY RESPONSIBLE PARTY OR 23. OBTAIN FINAL A APPROVAL AND CLOSE-OUT DI CUME14TATION FROM CITY OF I��SEp IP APPROVE IP
¢ ¢ I� I STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. TO WHOM THEY GIVE AUTHORITY TO INSPECT THEIR CONSTRUCTION SITE. GREENVILLE ENGINEERING DEPARTMENT,LAND DEVELOPMENT DIVISION. NIIILL Baldwin Design C-349B DESIGNED: O
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G ~IIt'S 0 Consultants, PA DRAWN: MAH/MTR DATE: 0424/2023
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U HC RAMP ( `�°5 l c/L °aec ��, - B p- _ ` ° - k,`, ,-'y BASIN DURING CONSTRUCTION-IT SHALL EROSION CONTROL PLAN PHASE I
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w (50 RryV 36'BB PUBLIC) 6 ` °z DEw p-rtY�,INv.s2.92_"°_6 1-800-632-4949 SPREAD OUT EVENLY IN A MAXIMUM DEPTH OF
w _ c ,°°`w o I c1p P REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
�-� _ ° °RN N,e'sO• 6"IN FILL AREAS WITHIN THE INDICATED LIMITS
N W W APPROXIMATE LOCATION 'err 66BB � CB#17., a_yM \ «ss_s 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE OF DISTURBANCE. \ PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
w OF EX.4'PE GAS MAIN �' _ m°c i HOOD67.05' Fl"' PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED `\ZH„w,mRp/i/� GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
3LL F]L 24"PCP IX.CB` res s INV.63.55 uMITS OF PRIOR TO CONSTRUCTION-
MA
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INV IN 63.71MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
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ti d 3U INSTALL SILT BAG IN. s ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA SHALL BE USED IN FILL SECTIONS AND TO TOP DRESS = 43249 �7 FAYETTEVILLE,INC 28305
SEDIMENT CONTROL DEVICE. DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION, AREAS WHERE STRUCTURAL IMPROVEMENTS WILL NOT
N oQ Q... iv yi uTP PEAR TREE(SEE DETAIL EG5,SHEET 23 OF 24)sr WHICHEVER IS MORE STRINGENT. BE PLACED. ���C�y iNNEn„�p0 .�� / PHONE: [phone]
3
N 33 a 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING //gIPl�llmT\�\\p\ a USE
z a tea' I I 1 I x STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. id
Baldwin DesignC-349R DESIGNED: IP APPROVED: IP
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CHECKED: IP SCALE: 1"=50'
j: GREFNALI-E,NC 27858 252756.139E

_ NOTES: 10`QY.iIB"THICK (3)SIEEL SPIDERASSEMBUES REQUIRED
1. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS STEELPLATE SHOE PERPIPELENGTHASSHOWN BELOW
(BEND END51/2-) EN SPIDERS SHALL BE LOCATED WITHIN
COATED AFTER FABRICATION. 6-12'OF BOTH SIDES OF THE PIPE BELL.THIRD SPIDER
\ 2. STEEL ENCASEMENT TO BE INSTALLED IN O BE CENTERED ON PIPE -
I R-6S STEEL ENCASEMFM PIPE
ACCORD\\ OR MODIF CATIONS RECE WITH QUIRE PRIOR N PLANS,(ALL
APPROVAL).OANS
AGRICULTURAL-LUC=1a• s'-1'
JOHN MARVIN TAFT --
PATRICIA SCHELLER BOWEN,ETAL \ S EEL ENCASEMENT PIPE -
To ESTATE FILE 2011-8T/
DB Y-32,PG 278 \m-F' BY3/8•THICK STEEL PIAiE CENTER UNE OF RESTRAINED - - -
pIP WATER MAIN
a T M811,PG 35 _.Q\ (TYP.) 1 1
STEEL PLATE SHOE
I I II I Z mP.) ENCLOSE END WITH 8"
03 \ 1'MIN.CLEARANCE GYP.) 10•
BRICK MASONRY(TYP.)
.DI � TRE42" \ PVC WATER MAIL WEEP HOLE
O Q I I GRATE]0-54 �3-y _
APPROXIMgTEL �11 3 I INV.6].89
OF EX 3/4•PE GAS IfrI K - HWTREECLUSTER� -\
71--c-mil.l_ I �` I � 1 FlP EIP WELD aoTH sloES CASING END SECTION VIEW
Ir CONTINUOUS S5]STONE
3 I G. } POP �� .{. tltP \ InWTREE CLBSTER Y9' \ (TY.)
_ P MINIMUM OF 3 PER
6•-12• 20'PIPE LENGTH
Q I1 REE36 F REE 3G• c A M V yry�DB \
0 T J' �_ T EX SHRUB ROW -r¢ Op T- ''7'A- /. 9 �EX ( " L -TREE--
ml l I II Q U JI - �Y3DIL DRIVEWAY.AA O\ i6'JBA PINE ab^ (#1 >
1 I I X - -_ - __- \ 'Ph HW24•TRIPLE �� .�s A ® 9 PO -
-,.1 w 1\ \ \ LMAGNpLIA 36"
VNE, HTRE 2� F 29. t 2a"TRIPLE � 3I4•D61 x4•LONG BOLTS VJTTH HIX NUTS EACH SIDE OF SPIDER(TYP.)
EX CB' I I I mI '� 13.BARN r„28' _ '.Fias-) - is
HWTREE Ir v � nm _ _
HOOD 66 03 FX IY RCP I� I IX.BAN
� END ELEVATION VIEW TYPICAL SPACING FOR
STEEL SPIDERS
3 I INV-66.OS..' I I 10' HWTREE 2a" - r _- W�2
IX.0 HW TREE 39 �C I I 1 0
HOOD 71. 1 Ex 1s•ftcP IX.DI -� '/�' 1 6�y1 __ AGRICULTURAL-LUC=7
INV.fifi. 3 I "C GRATE]o.BS APPROXIMATE LpQATIDN OF EX I I I BRi KsiUEo Quse JOHN MARVIN TAFT RESTRAINED JOINT DIP WATER MAIN ENCASEMENT DETAIL
I I INV.IN 6]30 G G 3/4'PE GAS UNE I I I--
G L__73i_J
INV.ourss.ga - -G�t R� O PATRICIA SCHELLER BOWEN,ETAL
ESTATEFILE2011b8/
W __ PINE ar x P''� / SINGLE-FAMILY-LUC=1 I z \ DB Ya.PG 278
O / LE&LAM PROPERTIES,LLC I� w MB i1,PG 35
EX.ASP SOIL DRIVEWAY / 90°BEND - L� x \
_ _ DB 4076,PG 15D
ORIVEWAYI ,. 6"PVC SAN SEWER SERVICE �y '�'J 25 PVC SCH 80 2"WATER SERVCE ow S
113 ?� - E6 V '_6"PVC SAN SEWER ' -T'I\ oAK p'-0•VL ��p^i1^ FIRE BERVICE(TYP) I (GUC POINT OF _
w II � � TREE CREPE MYRTLEI 1J'I r�K•y?'�45°BENDS SERVICE.TYP.)
J TREE 2q" SERV CE(GUC POINT TREE 32 {
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m (WILKINS#375 - Y \
BENCHMARK I I I w C.O. mw j� j_ -[] mow-
b AST C SIGN,WITH
RAILROAD SPIKE IN 1 3 I POP INV.65.43 O SHRUB •/s` HRUB FDC SIGN,TYP.) IP 6"PVC SCH 40 SAN SEWER SERVICE
I w I �I�¢ C.O- - 2"BALLVALVE GPVCSAN.SEWERSERVICE - _- /e
UTILLEV.710.52' z O 2U909AP) (`�C POINT OF SERVICE.TYP.) - 7 \ _
INV.68-80 m JJII InI NOTE:INSTALL f35P
(NAD 88) I I m m¢ INV-G5A7(� II ON HYDRANT
v (GUC POINT OF SERVICE,TYP) LEG
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2"WATER SERVICE S FIRE 21 WATER SERVICE(TYP) fi'FIREHYORAI'IT 193LF'- �F v"-M SSMH#10 -
1 II' ¢F - W RLN \ 11
]$MH#14 SERVICE s EEIF/.­64 _XSSMHj�II g` 11.25"BET1p S•
ax ti (GUCPOINTOF (ll'P.) NOTE:INSTALL BSP 2"BALL //TC\ \� NOZ7L \ PL
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SERVICE,TYP.) t VALVE(LYP) 2•BN1- p)
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2"aA 1125°eENO VALVE D`yP.)
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WATER SERVIP' - z - /(-UCPQ)VALVE V Wl�_RLN �WV.61.43 S fS
L-VIC NT OF 8"x6"LOCKED U
2•BI1LL �O E•TYP. C-O 2•BALL 10'ELECTRICAL
LD hw I -� ) HYDRANT TEE& 11.5"BEND !F
pe m VALVE(TYP.) rn °nl INV.62.43 VALVE(TYP.) EASEMENT S
a w - w 2"PVC SDR-21 WATER' C O Illp VALVE 2"PVC SDR-21 2•PVC SDR-21 ♦♦T 2"PVC SDR 21 MN�
Il� SERVICE P) INV fi259 6"FIRE HYDRANT IN ♦sl 1 S TO
J IG I I 11 w� WATER SERVICE P. FIESFRVICE P WATER SERVICE P
2"WATER SERVICE NOZZLE ELEV.70.85 (TY ) (TYP) �1T ) M
O w w U ' F 1� 2 5 RPDA IN HOT BOX - C.O. 1 7 BALL VALVE 2"WATER SERVICE •T"/c SN SEWER
LJ - w� - \ (GUC POINT OF (VVILKINS#375 INV.62.10 Q� vaw (GUC POINT OF SERVICE,TYP. (GUC POINT OF SERVICE,TYP SERVICE(GUC POINT OF
LJ 'U C! 'I'I� SERVICE,TYP.) ASTOA-OS&Y WITH 6"PVC SAN.SEWER SERVICE , ) ) ♦ SERVICE,TYP.) _
71 (GUC POINTOFSERVICE,TYP.) 6"PVC SAN.SEWER SERVICE 2.5"RPOA IN HOTBOX L 2RPZ WATTS I'L
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■ LF909(TYP.) �!-� ! 2"WATER SERVICE (IMWNS iKi]5 ASTDA-OS&Y ICJ I I O level SEWER SERVICE 1
>- ¢ w ■ Ini I 2"WATER SERVICE (f� 11�-�J T PVC SCH 40 C/
¢ IS ¢ - 2"PVC SCH 40 f (GUC POINT OF j WITH FDC SIGN,TYP.) ♦- N 51 75-e C.O-INV.64.80 90•BEND
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ml m jI r RE WDRA E I is pvC SCH 48 INV.63.48 T 2"PVC SCH 40 - - T 11
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m ll1pp ffff SEWER SERVICE I 2"PVC SCH 40 I FIRE SERVICE(TYP.) i' I I 2•PVC SCH 40 fC7R/ Q W1 WATER SERVICE
IX.10k]0'SIGHT 3 aI NOID.E ELEV-7T51 6-PVC SCH 40 SAN. i� I C
TFt1ANGIE ,w ` <� pwGlr.8.R1 q5°BEND C"0' ) CO. SEWER SERVICE
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INV.65.98 � `i� \ SERVICE(GUC POINT OF \ i.
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p, INV 64.36 W W YF� (2)9'GV Fl E BERVICE ��T INV.64A7® 2"WATER SERVICE _ 5e`ice /
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WFIREHYDRANT IIIII 2.5"RAGA IN HOT BOX 6"PVCSN.SEWER SERVICE GO, R M
15'xi O'x10'DEEP U`•' Q No7]LE ELEV TO 3a _"= y \ P\RE 5 -
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- ELEV.69AY
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CHURCH-LUC=2 GREENVILLE,NC 27835
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w o 3 o u - (TYP.) 25"PVC SCH 80 O
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w Q�E 't, \NStW���-{iEG _ = ELECTRIC SUBCONTRACTOR TO PROVIDE ELECTRIC SERVICE TO RPDA'S AND RPTS
¢ I Ap ROXIMATE LOCATION - GV U I 45'BEND 14o HYOW"' AND SIGN(IF REQUIRED). CHARLES
OF l7L 8•PVC WATEW-INE �/I II -'m` i Okk
/ THE CENTERUNE OF SOUTH PRONG y ���
('TURi�IBURY 0 V I- SPA I I - OF MEETING HOUSE BRANCH IS THE
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36'B/B PUBLI PLAN S PROFILE 22 OF 24).
(50'RIW G cl I I o�Mew 4G"S) 1-800-632-4949 REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
M,E\'1< FIRE DEPARTMENT NOTES: PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
1? APPROXIMATE LOCATION ' �) s �5E 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
w OFEX,,PEGASMAIN PARTIES AND ENSURINGTHATALL EXISTING UTILITIES ARE LOCATED GREENVILLE,WINTERVILLE TOWNSHIP,PITTCOUNTY,N.C.
S HOOD 68.3f1 3Q EX HOOD 68 62.51
AIR
IX.c 2q•RCP _ PRIOR TO CONSTRUCTION. 1. FIRE HYDRANTS TO BE OPERATIONAL PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ONTO SITE
INV.61.B9 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG 2. FIRE ACCESS ROAD TO BE IN PLACE PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT ONTO SITE. `x`�t�,,, pl/�� OWNER: THE CHARLES ON CHARLES,LLC
LT INV.IN 63.7fi1 I MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. E s
DI INV OUT 62 86 ii- t I IX.36"RCP 3. FDC TO 8E LOCATED ON HOT BOX. ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
s - I_z 13. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED
ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA 4. FDC CONNECTION TO BE 18"OFF THE GROUND. „Ep FAYETTEVILLE,NC 28305
N o< s urP'PEAR TREE DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION, 5. GATE VALVES CANNOT BE INSTALLED IN CURB&GUTTER. a 1 43249 - PHONE:
w 3 WHICHEVER IS MORE STRINGENT. 6. FIRE HYDRANTS TO BE LOCATED A MINIMUM OF&FROM BACK OF CURB,UNLESS SHOWN OTHERWISE. 910- ` 2 � ( )481-0503
4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING 's ctiNpINE�sOP���" D^',] 7� UCDIBE# DESIGNED: IF APPROVED: IP
¢ I STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. ��/i�OR"'u,,,,,,,,m`°` Baldwin Des C-349b
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Consultants, PA DRAWN: MN/MTR DATE: 04242023
m o //RIIII \\\a\
¢ ¢w ENGINEERING-SURVEYING-PLANNING
0XW 170G-D EAST ARUNCTGN BOULEVARD CHECKED: IP SCALE: 1'=50'
GREENVILLE,NC 27858 252.756,1390

FE 66.56 _ PROPOSED SCM
ACCESS EASEMENT
FE 66.69 FE 66-d4 _-�� -� - -- PROPOSED SCM
FIP "se. 883° "E a38 te' _ FE67-10 FE EST-to - MAINTENANCE EASEMENT
+FE 67.50 }FE szso - }FE szso e 77
FE 5/.5] /
55
\ FE67.10to
FE 66.00
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t ��i �Y. ✓"� �Y ;t', I r t FE 66.10
l
k" SHALLOWWATER _
;L' t 4- •�'.
AREA 182255E +FE 54.00 \It
DEEP POOL
(NON-FOREBAY)
AREA=2,0496E f, V. Fi = DEEP POOL
;V. (NON-FORERA
t
AREA=2,007SF.
+E54.00
-
_
SCM ACCESS AND SCM MAINTENANCE EASEMENT DETAIL
SCALE_1"=200'
EIP � t SHALLOW LAND ;Y- � _ -
_Y
i
't DEEP POOL O.C.S.
UTLY6' V (FOREBAY) _r ` �I _ ! _ -TOP=62-50(PRIMARY EMERGENCY SPILLWAY),'
✓. AREA=6,0T5 SF '`- 1'
1. t -t L 'Y. t _ 36"WEIR=58-00
SWALE �t / ` I- y t Y s1 - ;T _ 4"PVC ORIFICE=56-75
INV 64.75 T ;Y. +FE54.00 ,Lf - 1 �" t �L - 42"HPS INV-= 56-63 STORMWATER WETLAND PLANTING SPECIFICATION FOR STORMWATER WETLAND MAINTENANCE PLAN
} '1 I BOTTOM 55-50
L• t P- V ;y _V. _ FREQUENCY-INSPECTION ACTIVITIES
I. ALL HERBACEOUS PLANTS SHALLWI
THIN NS INSTALLED
EEN MARCD PROPERH
LY31-OW WATER AND AFTER CONSTRUCT ON
T / _ SHALLOWLANOZONESJSHALLBE/NSTALLED BETWEEN MARCH ISANO JULY31- -INSPECTA TER SEVERAL STORM EVENTS FOR BANK STABILITY VEGETAT ON GROWTH
-5 _r r - 2 UNLESS OTHERWISE DES/GNA7ED,PLANI5 SHOULD BE/NSTALLEOAS LARGEOR/FTS(I-E,
MASSESOFA S/NGLESPECIES WITHIN THEIR RESPECTNEPLANTINGAREAS- DRAINAGE SYSTEM FUNCTIONING AND STRUCTURAL DAMAGE.
I s• a 7-5 '6 _ _ ----- N� �� _ 3 INSTALL A SLOWRELFASEFERT/LLPER TABLETNIXTTO EACHPLANT WNH/N ME WETLAND SEMI-ANNUAL INSPECTION
PROPER FORHERBACEOUSSPEC/ESIASEAGSAFEAQUAU/ TABSZ l",,90DAY
DT I _:.� v -INSPECT FOR INVASIVE VEGEFA77ON,DIFFERENTIAL SETTLEMENT, CRACKING EROSION,
w" A 5_ - �- SECONDARY EMERGENCY SPILLWAY_- _- CON77N000S FEEDING,5 GRAMS OR EQUIVALENT.FOR TREES AND SHRUBS USEAGRIFROM LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT-THE CONDDTON OF THE R/PRAP/N THE
11'xi4k22'• ,-- - 20-10-5 PLUS MMORSPLANNNG TABLETS,2 YEARSLOWRE[EASEOR EQUWALENT. INLET AND THE OUTLET,AND PILOT CHANNELS;SEDIMENT ACCUMULATION/N THE BASIN,'
FES$3 •\ - /` SSMH#2 - - 4. ALL PLANTS SHALL BEDIRECR YDESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
o T CLASS B -64-- _ M - CLOGGING OF OUTLET-AND THE VIGOR AND DEN97Y OF THE VEGETATION ON THE BASIN SIDE
m 1001E 36" '-INV. 57.77 72�'� ---- - MH TO MILES OF THE PROJECT SITE/FSU7ABLESTOCKCANNOTBEOBTA/NEp,PLANTS OFOTHER
HPS' STONE APRON RIM 6205 /�344}LFg�_ SLOPES AND FLOOR- CORRECT OBSERVED PROBLEMS AS NECESSARY W FES ND A ti MH TO M- -INV_IN 52.15 GENETIC PROVENANCES MAYBE UT/L�D WITH THEAPPROVAL OF7HE OWNER OR OWNERS
t3TONS .`t- - _ REPRESENTATWE -NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING OIL ON WATER SURFACE.
�3 l (SEE DETAIL EC-3,SHEET 23 OF 24) ` _ t INV-OUT 52-05 E080 ZONE 2IMPACT
_ FE 63.00 5. PLANTMATERWL SHOULD CONFORM TOAMER/CANSTANDARONURSERYSTOCK PUBUSHEDBY -INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET O
o I r __ WO RMNAGE CONVEYANCE-PERMANENT) THEAMERICANASSOCIATION OF NURSERYMEN /UTLET STRUCTURES REPAIR AS
RIM 64-338 --- _ AREA=120 SF 6. ALL PLANT MATERNAL TO BE CONTAINLW GROWN PLANTS OFATLEAST4.0 CUBIC INCHES
NECESSARY
INV.IN 52"Sfi- - ZONE2 _ B4 ZONE D - - CAPACITY- -MONITOR FOR SEDIMENT ACCUMULATION/N THE FACILITY AND FORE6AY.
W.OUT 52.46 _ - -- (GRADING-TEMPORARY) 7 AMINIMUM OF TE1V(10)DIFFERENT SPECIES,TOTAL OF WHICH FIVE()S ARE EMERGENT
AREA 680 SF A = -EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS AND ARE
wT I - - - Bp SPEC/ES WTTH NO MORE THAN 30%OF SINGLE SPECIES OPERATIONAL.
m� I FES$2 - ----- - ZONE (NEW DRPINAGE�m 8A. RECOMMENDED PLANTS FOR PERMANENT SHALLOW WATER(3"-9"DEEP)- FREQUENCY-MAINTENANCE ACTNMES
TqR_ � CONVEYANCE-PERMANENTI PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL FLOWING ARRANGEMENTONE-TIME
MLICO AREA=3305F
m T FR AACORUS SUBCORDATUM(SWEETFCAG)
ROOMM TO,Op OFBFgry g -\b B.PELTANORA VIRGINICA(ARROW ARUM) -REPLACE WETLAND VEGETATION TO MAINTAIN AT LE45T 50%OF SURFACE AREA COVERAGE/N(DUCK WEMND PLANTS AFTER THE SECOND GROWING SEASON.
D-PONTED[FlA CORDAT
TEMPORARY) NV.54.24 �OLCRASS A(PCKLRQW(FD) AS NEEDED MAINTENANCE
82 ZONE FE$7
® _ ESCIRPUS CYPER/NUS O
_- ) -REPAIR UNDERCUT AREAS ERGS/ON TO BANKS AND BOTTOM AS REQUIRED. WHERE
AREA=870 BE I - SHALLOW WATER SURFACE AREA= 18,225 S.F.,�� - ---- --- PERMITTED BY THE DEPARTMENT OF FISH AND GAME IS OTHER AGENCY REGULATIONS,STOCK
- y^ TOTAL NUMBER OF PLANTS SPACED AT 24"O-C.=4,600
STORMWATER WETLANDS REGULARLY WITH MOSQUITO FISH(GAMBUSIA SAP.)TO ENHANCE
`L' 1 /�� // J'-1'" ��-t�,�A..A T• _ N NATURAL MOSQUITO AND MIDGE CONTROL.
BB-RECOMMENDED PLANTS FOR SHALLOW LAND f 3"DEEP TO TEMPORARY POOL ELEVATION.
ODDS", _M, ~ L---- `-r' PLANTS SHOULD BE OF EACH SPECIES AND PLANTED/N A NATURAL FLOWING ARRANGEMENT. FREQUENT(3 TO 4 TIMES PER YEAR)
MN / XW `� 5 q -CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
6 '-6\ / 67 .5 .. - A.ASCEEPGLS CARDINALS
(SWAMP MILKWEED)
11..1N�' _,.'„- B-LOBELIA CAROINAUS(CARDINAL FLOWER) -MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS REMOVE UTTER AND DEBRIS FROM
TILE SINALE#1 3.18%wi A SIDE SLOPES •N LNG HOU - - BANKS BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES,AND VALVES AS REQUIRED.
- � � _ F Ey1EET 2UX20'SEMI-PERMANENT COIR ROIANKA G EDPATOR/AOELPHUS F15NCOSUS(JOE PIE'WEED)
- 58` SOU"TL'E PRONGO 1," _ -BioD�1AT 90 BLANKET,OR APPROVED _ D.HIBISCUS COCCINELS(SCARLET ROSE MALLOW) ANNUAL MAINTENANCE(IF NEEDED)
EQUAL(SEE DETAIL,SHEET 23 OF 24) E.VERNON/A NOIEBORACEN515(IRON WEED)
_ -- - SHALLOW LAND SURFACE AREA= 12,150 S.F. -SUPPLEMENT WEI AND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED(AT LEAST
- - 1 \ \\-59-__-- - -_ - --- ---------- ---- TOTAL NUMBER OF PLANTS SPACED AT 24"O-C-=3,050 507 OF THE SURFACE AREA)
/� r--_ __\ \ 1 / -- ---
` ss� _
t \V_ ----------- j- STORMWATER WE7IAND CONSTRUC//ON SCHEDULE-' -REMOVE NUISANCE PLANT SPECIES
L / \ \ \ 60---- -----���� - SNJ1 1 CLEAR AND GRUB WETLAND AREA. -CLEAN FORESAY TO AVOID ACCUMULA71ON IN MAIN WETLAND AREA TO REDUCE THE
���/ DAYLIGNT SCALE - _ -1 / L \\ \\ \\ _- -------------fi1------" I-------- 8 2-IXCAVATE STORMWATER WETLAND AREA TO ROUGH ELEVATION AND SPREAD OUT IXCWATED TOPSOIL FREQUENCY WHEN THE MAIN WETLVJD AREA NEEDS TO BE CLEANED.
__- -_-- - - _ ,__
61.00 - -.r %�� i \� __ ---- L 1 \ \ �-_------6t-- �� ___-- Ip1 EVENLY IN A MAX/MUM DEPTH OF 6"IN FILL AREAS W/Rf/N THE INDICATED UM/!5 OF DISTURBANCE -HARVEST PLANT SPEC/ES IF VEGETATION BECOMES TOO THICK CAUSING FLOW LiACKUP AND
__-- y ------62---- 3-INSTALL EROSION CONTROL MEASURES 70 STABILIZE POND AREA FLOODING-MORE FREQUENT PLANT HARVESTING MAY BE REQUIRED BY LOCAL VECTOR CONTROL
4-INSTALL OUTLET STRUCTURE AGENC/ES.
STORMWATER WETLAND 5.WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC,AND CURB AND
GUTTER, CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR PLANTING. -FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION
DETAIL VIEW 6-UPON COMPLETION OF FINE GRADING, CONTACT THE CITY OF GREENVILLE PUBLIC WORKS AFTER 774E INITIAL OCCURRENCE.
FOR A SCM INSPECTION PRIOR TO AS-BUILT DRAWINGS AND INSTALLATION OF WETLAND
A SURVEY FOR THE AS-BUILT PLANS MUST BE COMPLETED BY A LAND SURVEYOR REGISTERED SCALE:1"=20' PLANTS -MONITOR SEDIMENT ACCUMULATIONS AND REMOVE SEDIMENT WHEN THE ACCUMULATED
IN THE STATE OF NORTH CAROLINA AND CONFIRMED THE AS-BUILT PLAN MEET THE DESIGN 7"INSTALL WETLANDS VEGETATION PER SPECIFICATIONS SEDIMENT VOLUME EXCEEDS 10-20Z OF THE BASIN VOLUME,PLANTS ARE CHOKED"W17H
REQUIREMENTS BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROUNA- 8.PERMANENT SEED BANKS AND SLOPES OF BERM AND STORMWATER WETLAND AREA. SEDIMENT, OR THE WETLAND BECOMES EU7ROPHIC IT IS SUGGESTED THAT THE MAIN AREA BE
THE SURVEY S INCLUDE THE FOLLOWING:
CLEANED ONE HALF AT A BME W17H AT LEAST ONE GROWING SEASON/N BETWEEN CLEANINGS.
THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND TO RECOVER MORE
CONFIRMATION THAT ACCUMULATED SEDIMENT AND DEBRIS IN THE MAIN TREATMENT AREA T-4" 7•-4" QUICKLY FROM THE CLEAN/NG-
HAS BEEN REMOVED AFTER A MINIMUM OF 80E OF THE PROJECT SITE IS STABILIZED WITH SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERRUZER,AND THE
VEGETATIVE COVE2; B RATES OF APPLICATION OF SEED, FERRUZER,AND LIMESTONE,SHALL BE AS STATED BELOW-
REQUIRED AN AS-BUILT ELEVATIONS OF THE POND BOTTOM,ORIFICE,WEIR,TOP OF "BLOCK WALL DURING PERIODS OF OVERLAPPING DATES THE KIND OF SEED TO BE USED SHALL BE
EMBANKMENT,AND SPILLWAY;AND DETERMINED BY THE ENGINEER.
CONFIRMATION THAT THE RIP-RAP OUTLET PROTECTION HAS BEEN INSTALLED IN 36"WEIR
ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS- UME 2 Tons per Acre
10-10-20 1,000 LB per A­
TWO 500 Lb r Acre
TNO SEALED,SIGNED,AND DATED COPIES MUST BE SUBMTfTED TO THE CITY OF GREENVILLE 1/2"NUT 1/2"BOLT STRAW MULCH 2 TONS/pA�eC(AFTER SEEDING)
ENGINEERING DIVISION FOR REVIEW AND APPROVAL PRIOR TO THE FINAL APPROVAL OF SITE 2"WASHER ASPHALT TACK 200 GAL/TON OF MULCH
IMPROVEMENTS"ALL APPLICABLE PORTIONS OF THE STORMWATER MANAGEMENT PLAN SHALL BE BAR GRATE
REVISED AND THEN TWO FINAL REVISED SETS OF THE STORMWATER MANAGEMENT PLAN AND JANUARY 1-DECEMBER 31
2.5V IZE HOT DIPPED 50# Tall Fescue
CONSTRUCTION PLANS(IF MODIFIED)SHALL BE PROVIDED WITH APPROPRIATE SEALING. A q GALVANIZED ANGLE (�
4 PLACES(TYP.) Sl7E Pensacola Bahia
50U(((1 Fertilize
12"GALVANIZED WEDGE 400 b Limestone
r gross
NOTE:OUTLET CONTROL STRUCTURE TO SERVE AS THE / 2" "BLOCK WALL
PRIMARY EMERGENCY OVERFLOW FOR THE PROPOSED SCM-
ANCHOR WITH 1 1- / SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
a
NT '.i _ EMBEDMENT 0 12"O.C. JANUARY 1-DECEMBER 31
TRASH GRATE 75 Tall
NOTE:CATTAILS ARE NOT ALLOWED AS A PLA 50 CentipedFesecue
50tl0tl# Fertilizer
OPTION FOR THE STORMWATER WETLAND. 40OD#Limestone
o DETAIL VIEW
TEMPORARY SEEDING
120# RYE GRAIN(NO RYE GRASS)
COOL SEASON"PLANTED BETWEEN 15 AUGUST AND 15 APRIL
"WARM SEASON"PLANTED BETWEEN 15 APRIL AND 15 AUGUST
65# GERMAN BROWN TOP OR FOX TAIL MILLET
v
1/2"STAINLESS STEEL BOLT
WITH NUT&WASHER(TYP.)
ELEVATION VIEW
8"BLOCK WALL "ALUMINUM OR HOT DIPPED
mLL Now of GALVANIZED BAR GRATE
`I NOTES, SHALLOW SHALLOW SHALLOW SHALLOW
¢do- 1. MORTAR JOINTS 1/2"+ 1/8"THICK CLASS'AA'CONCRETE TO BE USED 64.00 3:1 MIN. LAND VARIES WATER VARIES DEEP POOL VARIES WATER VARIES WND VARIES
2- THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. 3:1 MIN. 64.00
B� 3- METAL STEPS TO BE PROVIDED® 1'-Z't ON CENTER. TEMPORARY POOL
w 4- SOLID CONCRETE BLOCK MAY BE USED IN UEU OF CLAY BRICK,JUMBO ELEV.58.00
BLOCK WILL BE PERMITTED. - 1
ELEV.58-DO \ ELEV-56.75 / b'T1If� `ELEV.58.00
_ PERMANENT POOL
o. PLAN VIEW AQUATIC PLANTING MIN 2 MET•{' AQUATIC PLANTING
SHELF
(7.5'MIN.56,75 2 MIN) L SHELF(7-5-MIN.)
ELEV- 2
1"ALUMINUM OR HOT GIPPED
ELEV.56-00 IN ELEV.54.GO / 56-00 ELEV-56.75
16 MTW
TRASH GRATE GALVANIZED BAR GRATE
¢ 2.5"z 25"HOT DIP
GALVANIZED ANGLE 3'-D" STORMWATER WETLAND SECTION A-A
4 PLACES(IYP.) I (N.T.S_)
TOP OF GRATE 62.50 2.5"x 2.5"HOT DIPPED
3 GALVANIZED ANGLE
as S7 7PS "BLOCK WALL 4 PLACES(TYP.)
r • - �� �\ "BLOCK WALL
MINION
3 \\
W A, ® 36"WEIR ELEV.58.00 PRO"POSED PROPOSED I' SHEET 10 OF 24
36"WEIR ELEV_58.00 STORMWATER WETLAND DETAILS
¢ - R i iIT, I I 4."PV 42"CPP
N _? \ 4 DOWELS FLOW 4" D'$" 4"x4"TEE WRH THREADED CAP THE CHARLES
Call 72 Hours Before You Dig! ® 12"O-C.OYP.) 4•PVC INV-56.75
1-800-632-4949 -F 42"CPP INV.56.63 - _ - __ - 1'-6•MIN. A PORTION OF TRACT#1 C.A.TUCKER LAND DIVIS ION
w
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE 0-6
y PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED - - - - BOTTOM 55.50 __ _ IC�IF_I REFERENCE:MAP BOOK 87,PAGE 136 AND DEED HOOK 4253,
IFll6 PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
w PRIOR70 CONSTRUCTION. e"CONCRETE SLAB p•_g• 8 CONCRETE SLAB �IF3I
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG MIN,COVER _ IQIE
D-s" - al uunml GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
¢ MEN.ETC.,AS NECESSARY TOR TE OR
RASAFEN OFT HE PUBLIC. _- sp1�{C"AR�r
3. ALLPAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED #4B o'-8" D'-s" o = o moo.-, Est r•. Opp OWNER: THE CHARLES ON CHARLES,LLC
MIN- ` Qua ,
w ACCORDING TO THE STANDARDS OF THE NORTH CAROUNA ® 12"O.C. � E s "" 7��i�
F DEPARTMENT OF TRANSPORTATION,OR LOCAL JURISDICTION, BOTH WAYS LL O-C"S.WITH ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
SECTION A-A LL O-C-S-WITH
WHICHEVER IS MORE STRINGENT. 3,000 psi CONCRETE SECTION B-B 3,000 psi CONCRETE SEA FAYETTEVILLE.NC 28305
a 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING UP TO INVERT OF 42"HP STORM UP TO INVERT OF 42"HP STORM - 43249
STANDARDS,29 PART 1926.SUBPART,OR AS AMENDED. SET RISER ON 12"THICK = 'I A9rt PHONE: [phone]
66 3,14"STONE BASE LEVELING PAD '4 ¢
Baldwin DesignCC0349E(i' DESIGNED: IP APPROVED: IP
OUTLET CONTROL STRUCTURE Consultants, PA DRAWN: MAH/MRT DATE: 0424/2023
(N.T.S.) 17OD D FAST ARLLIERING- N4G 0 G BOULEVARD CHECKED: IP SCALE: AS NOTED
(ZiETM1EE,NC 27858 252756.1390

NOTES
PLANTING REQUIREMENTS 1. ALL PARKING AREAS MUST BE SCREENED IN ACCORDANCE WITH SECTION 94-268(L)(9)OF
NOTE:LOT AREA IXCLUDES 6.5 ACRES - - - \ _ - I _ THE CITY CODE.VEGETATION MATERIALS SHALL BE EVERGREEN.
16.8 ACRES AGRICULTURAL-LUC=1 _ - \ m 2. ALL TREES MUST BE A MINIMUM OF 10 FEET FROM BUILDINGS.
LOT AREA: WITHIN PUBLIC ACCESS AND UTILITY JOHN MARVIN TAF F \ - - \-°jO 1°NEZ 3. NO LARGE TREES WILL BE PLANTED WITHIN SANITARY SEWER OR WATERLINE EASEMENTS
SITE VEGETATION EASEMENTS. PATRICIA SCHELLER BOWEN,ETAL - \ Los L47 L48 L49 ZONE WITHOUT PRIOR APPROVAL
- ESTATE FILE 2011-87] \�;. _ IN
\ 4. MAINTAIN A MINIMUM OF 3 FEET CLEARANCE AROUND ALL FIRE HYDRANTS IN ACCORDANCE
REQUIRED LARGE TREES - I - DB v-3z,Pc 27e -t- o NEW woods LINE HEY woods LINE WITH STATE FIRE CODES.
PROPOSED LARGE TREES 135 3 ; MB 11,PG 35 °iT\ +
NOTE:50 ADDITIONAL LARGE TREES - 5. ALL REQUIRED PLANT MATERIAL(LARGE TREES,SMALL TREES,AND SHRUBS)LOCATED IN A
REQUIRED SMALL TREES 168 IF
TO 100 SMALL TREES)AND a ° _- m _-k:j SCREENING BUFFERYARD C,D,E,&F SHALL BE EVERGREEN.
PROPOSED SMALL TREES 0 204 SHRUBS(EQUIVALENT TO 68 SMALL I - \ K -= o I ` _ _ 6. EXISTING SUBSTITUTE VEGETATIVE MATERIALS HAVE BEEN NOTED INCLUDING THEIR
q2p TREES)WERE USED TO SATISFY SMALL moo-
REQUIRED SHRUBS I I HwTREEss^ \ - .WOODsuNE _ _ N _ SPECIFIC LOCATION(S),TYPE(S),AND SIZE(S).
TREE REQUIREMENTS. I ._ i _
PROPOSED SHRUBS 549 I I TaE 4z• _ ti3 a RYa 'B�"' - 7. EXISTING SUBSTITUTE MATERIAL SHALL BE PROTECTED FROM SITE DEVELOPMENT ACTIVITIES
l� a91\R - \ _
III � IT +nvTREE cw 7� �I, \ - - SOUT7%PRONG OF / R o N PORTION OF AN WITH PARKING
AREA,I5 F.
a ,� Py - d+�' 'ice a xw1REECWSTER DP a" R-3 ,EIP \ /MEETING HOUSEHRANCH -p BUFFER - �?+'``� - 8. NO PORTION OF ANY PARKING AREA,INCLUDING ANY DRIVEWAY,PARKING SPACE,DRIVE
STREET TREE VEGETATION FOR N.C.HWY 43-CHARLES BOULEVARD(842 LF) I r EIP - AISLE,OR TURNING AREA SHALL BE LOCATED MORE THAN THIRTY(30)FEET FROM AN ON-SITE
REQUIRED LARGE TREES `� = '1 - _ - - FROM TOP OF BANK 'y t
17 NOTE:CONSIDERED STREET LENGTH p 1 3 HwTREE 3s• --� W'rwvvY _ \ LIED yo y SMALL TREE.OR MORE THAN SEVENTY-FIVE(75)FEET FROM AN ON-SITE LARGE TREE.FOR
EXISTING LARGE TREES . HwTREE 3fi• _- as• r'{dW�\� \'IA
9 EXCLUDES 72 LF OF DRIVEWAY WIDTH i a I _ r Ex SHaue Row g - „---/1�' j(J`° - W� I\ \ THE PURPOSES OF THIS SECTION.THE MEASUREMENT SHALL BE FROM THE FARTHEST EDGE
PROPOSED LARGE TREES 8 FROM BACK OF CURB TO BACK OF CURB - ;':;o _�=- -/; - \ 1e] -HW cLus _ >z OF THE SUBJECTAREA TO THE CENTER OF THE BASE OF THE CLOSEST QUALIFYING TREE.
AS MEASURED ALONG PROPERTY LINE. ¢ -------. HW 24 TRIPLE p '\ P E3G _ - --- NOTE:USE RIPARIAN BUFFER SEEDING -
cNOLw as- Hm a 9. DUMPSTER PADS SHALL BE ENCLOSED ON THREE SIDES BY A COMPLETE VISUAL SCREEN
of w I \ 9 f MIX ERNMX-178 WITHIN ZONE 1 OF CONSISTING OF A FENCE,VEGETATION,OR COMBINATION THEREOF. SECTION 9-4-268 H OF
STREET TREE VEGETATION FOR PATTISON COURT 200E I a \ x 3 ( ( )
-rF' ww BUa RIPARIAN BUFFER WHERE SHADED. +++'
REQUIRED LARGE TREES 4 NOTE-CONSIDERED STREET LENGTH aw PwEao HV TRVN z9' \,I•�ti✓''<^' TRIPLE' _ I. AFRy 1 - - r m CITY CODE).
EXISTING LARGE TREES D EXCLUDES A SUM TOTAL OF 78 LF OF(3) - ( I `? '4-P NE ao" , ' s� oEM� 249' m 4RD C - I -------- 10. EXISTING VEGETATION MATERIAL TO BE VERIFIED AT TIME OF INSPECTION.
11 26 LF DRIVEWAY WIDTHS ALONG w Imo" I 11. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE CONSTRUED AS
PROPOSED LARGE TREES PINE as" mI ->� 13• (-"28., .-' (. _ - APPROVAL OF ALL NOTED VEGETATION MATERIAL ENCROACHMENTS AS SHOWN ON THIS SITE
PROPERTY LINE. -BW TREE 1z-
I I e 1�- SEWER OUTFALL AREA VIEW
NOTE:CONSIDERED PLI BUFFERYARD „ I1p I 10. HuvTRE@3s <HgwTREf z4• - '; _ --- (SCALE:1"=50•) I PLAN.
LENGTH EXCLUDES INGRESS,EGRESS,& r 'd 12. TREES SHALL BE PLANTED A MINIMUM 5'OFF THE CENTERLINE OF STORM DRAINAGE PIPES.
BUFFERYARD"C"VEGETATION FOR t-1(465LF) REGRESS EASEMENT WIDTH OF 26 LF L �� ° _ �'.z r - 13. PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT,ALL VEGETATION MATERIALS REQUIRED
LOB=ter __---_
REQUIRED LARGE EVERGREEN TREES 14 RESERVED FOR FUTURE I I / L- 73_ +a - z z z d I --- N _- - BY THIS ARTICLE SHALL BE IN PLACE WITH WRITTEN CERTIFICATION FROM THE INSTALLER
INTERCONNECTION. --I si a I - - STATING THAT THE VEGETATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED
PROPOSED LARGE EVERGREEN TREES �` RS r g I O �'w - �.--'. I - `
_ -{I - ' ` 5�0 0 0 9 J - I PRELIMINARY PLAN.APPLICABLE REQUIREMENTS SHALL BE SUBMITTED TO THE DIRECTOR OF
REQUIRED SMALL EVERGREEN TREES o NOTE:10 ADDITIONAL LARGE TREES I " Plus// / SINGLE-FAMILY LUC=1 07 - m z rc o rc w II 'a-'I - -- I _ PLANNING OR AUTHORIZED REPRESENTATIVE.SAID WRITTEN CERTIFICATION SHALL INCLUDE
a ^-
-PINE 12"
PROPOSED SMALL EVERGREEN TREES - 1 -.,,- / LE&LAM PROPERTIES,LLC ttm le o o w o A FINAL VEGETATION PLAN INDICATING THE PRELIMINARY VEGETATION PLAN SITE PLAN DATA,
74 (EQUIVALENT TO 20 SMALL TREES)WERE -- -- T ��wII __
REQUIRED EVERGREEN SHRUBS 1I L w m mlw - -
USED TO SATISFY SMALL TREE I "�y - --/ DB 4a7s,Pc 150 .ti 6_ _ �'¢�1 N m N m I r MATERIAL TYPE(S),COMMON PLANT NAME(S)AND THE SPECIFIC LOCATION OF ALL INSTALLED
uJ /
PROPOSED EVERGREEN SHRUBS 84 REQUIREMENTS. - TREE as• TREE za" }, I - m m - 9 SBaY _ r _ _ ` AND/OR EXISTING QUALIFIED MATERIALS.THE FINAL VEGETATION PLAN SHALL BE INDICATED
9j� ] �IC:' cREaE.cttR oAK i �wE za GqR i/ 1 ON AN APPROVED SITE PLAN.WRITTEN CERTIFICATION SHALL SERVE AS A REQUEST FOR
_'' L,:, t^'•� - -_ . INSPECTION.FULL COMPLIANCE WITH THE REQUIREMENTS CONTAINED HEREIN SHALL BE THE
BUFFERYARD"C"VEGETATION FOR F'L-2(196LF) -RP �oaxza oou6EE _ v -
o -� I $Wig` t RESPONSIBILITY OF THE PROPERTY OWNER.APPROVAL BY THE CITY OF ANY MATERIALS
REQUIRED LARGE EVERGREEN TREES 5 BENCHMARK I UP ,SHRUB. �' �'•E P INSTALLED OR THE ISSUANCE OF ANY PERMIT SHALL NOT RELEASE THE PROPERTY OWNER
EXISTING LARGE EVERGREEN TREES 1 RAILROAD SPIKE IN I .F ,-- q=R_7 -> n`srlaus �- 11 - I 1 �R4 E� 1 _ ITY
g UTILITY POLE „Sa' - - - / 1 f (1s1 sHRuss' 7 \t
T SHALL BE ISSUED PRIOR TO
PROPOSED LARGE EVERGREEN TREES ;w - -". _ ... 1''. u ae: - v I _ ,o I, BAY GAgp E e - INSPECTION AND APPROVALF THE REQUIRED MATERIALS FROM SUCH RESPONS1BIL NO FINAL OCCUPANCY IAND IMPROVEMENTS.EXCEPT AS
ELEV.71.52
` $-
REQUIRED SMALL EVERGREEN TREES a (EQUIVALENT
LENT ADDITIONAL LARGE TREE - ,- _. _ - 1 - 'I - ---- -- - I �� '" di _ FURTHER PROVIDED.
t. ¢
NAVE 88 �e
p (EQUIVALENTT0ATISFY TREES) ( ) - _I ® i�mHIGH DUMPSTEa PAD - 1 - I
PROPOSED SMALL EVERGREEN TREES 6HCH Pvc oR wooDFN- / -_ I
WERE USED TO SATISFY
I rco ` .ytl` II _ I� SCREENING_FENCE ___
REQUIRED EVERGREEN SHRUBS 31 TREE REQUIREMENTS. W � � - � � ,- � � - I �'W - ( • �' -/.-- -_ '- ---
EXISTING EVERGREEN SHRUBS 1 I h°' ! 1 mxm coec.DUMPSTER PAD sxa'coec REcvcuNG cErarEa- 11 -
��' 6'HGHPVC OR WOODEN FOR(2)CARTS WITH 4'HIGHPVC /5HRU85 �/
30 W v \ SCREENING FENCE ' @a•0-C / " - 3x4'CONC.RECYCLNG CENTER \
OR WOOD F
PROPOSED EVERGREEN SHRUBS i � � - 1 EN scREENINGFENCE - T , `, ', � I - oRh)cnnrwrrH 4•Hlcn Pvc �/
-
// �- -CL_ i • (1]I BHRU051 �' / WITH 6'HIGHp DOMPSTER PAO CONE RECYCLING CENTER
II _ 1- hw -^,•" 1 , \\ , - _ SCREENING FE°pN� FOR(2)CARIS WLI114'HIGHPVC - SI d./._ 7`1 S/yC4Cr FERYq
1
BUFFERYARD"C"VEGETATION FOR fl'-3(81 LF) _
REQUIRED LARGE EVERGREEN TREES 2 w ¢ )SHRUBS oR wooDEH scREEHwc FENCE` •1 - MENT 'llll --- CFss 84 R�^-
1 a'o.C. :- � _g' ':p v _ •.I - EM N o' FOR T CARTS WITH a H HIGH PVC
EXISTING LARGE EVERGREEN TREES m m - m - /. w ur -- - 10-AY GARA E L_ '" ', _ IT ELECTRICAL ' 2s sMc AccEss EaEE ` s P
_ - ' \ - T OR WOODEN SCREENING FENCE
PROPOSED LARGE EVERGREEN TREES 3 NOTE:2 ADDITIONAL LARGE TREESv; IY 8 __...
EQUIVALENT TO 4 SMALL TREES WERE d x a '.� i= w - - - u a 1 m•ELECTRICAL `-
REQUIRED SMALL EVERGREEN TREES 3 ( ) 11 \`.\ -. •/ '1 uu_ III a „' - ,1 EASEMENT IL: ;.-'•'- Y�"
USED TO SATISFY SMALL TREE
PROPOSED SMALL EVERGREEN TREES 9 REQUIREMENTS. - 6 }o o o N
REQUIRED EVERGREEN SHRUBS
EXISTING SHRUBS 1 w T w mwI `x \oP` yIfqs^Re D.C.
PROPOSED EVERGREEN SHRUBS 12 _l i /' 0 I E NT / \ c�,'
a� �� I O
�w m L _
BUFFERYARD"C"VEGETATION FOR fI'-4(975LF) ��' ..� ,- (t7l snRues '_`I s - �` �I m 1 F3•- -�J I-J__ 't-{ m _ L' --{' sREE7�W -I- -
29 o w .@a o.C. Via_ _ ✓_ ) I. a \'-.� i.,- _BREEZE_Wai• -J 1 -j--L-�a _ 3STORY 6Ty 'I I
REQUIRED LARGE EVERGREEN TREES m I)-_ p 1N --
49 I f(a snaues I 'l, +A sBUg�ROOM UNITT
PROPOSED LARGE EVERGREEN TREES w 1 iz 1 - _
NOTE-25 ADDITIONAL LARGE TREES `0' @ a•o.c. ` III "BUILDING Typ O UM
REQUIRED SMALL EVERGREEN TREES 39 i I ",`v'.� \ `: -�- - (6)1-B 3-STORY BUILDING 2-BEDROOPAUNOS
(EQUIVALENT TO 50 SMALL TREES)WERE _ .® I EDROo NITS _I; --_ --"- - _" NG Ia_ - I 63-gEDROOM +=3ax1B,eONc
(t5)SHRUBs \ (2)SHRUBa C I MU
PROPOSED SMALL EVERGREEN TREES 0 USED TO SATISFY SMALL TREE @ a•o.c. @ 3'o.c. Y j\ (3)sHRuss - sws`. I (18)2-OEDROOR,1 UNITS I I "BUILDING TYPE 2^ +1 � O _ ��r- -1 \ �
REQUIRED EVERGREEN SHRUBS 156 REQUIREMENTS. UTP 1 a) / ,1, @ a' _ (6)3-BEDRO --"� I ( ) _ - __ - I- </, S'-DUMI=STER Pao-
I I 30 2-BEDROOM UNITS I - 0
1 / II OM UNITS 'C; FOR.(318-E1f.'//
PROPOSED EVERGREEN SHRUBS .wosK �j:� DuMTAINERs 7
II ,CENTER _ _ _ _ - _ 3"SS INCT'FX N1g5'
BUFFERYARD"A' \ ILO H1U TH'6 HIGH PVC
nn IJ ^..}^ .. I
BUFFERYARD"C"VEGETATION FOR -5 130LF t - ' '�'� � \ '� _ D D
R ( ) RAN _ y A Q Z.gE r O R
4 _ SCREEN[ F.
REQUIRED LARGE EVERGREEN TREES ECry�/
\ - _ _ 1 ,�'L I _ FENCE_ [p
NOTE:3 ADDITIONAL LARGE __ - - - - - - -- -_/ / -P u REEi -
PROPOSED LARGE EVERGREEN TREES 7 �+ / -
TREES(EQUIVALENREU PATTIJON COURT
5 \ _ G
REQUIREDSMALL EVERGREEN TREES -
SMALL TREES)WERE USED t/ - _ _ 4l S -
54'RW 40'BIB PUBLIC
_ - U
0 1 -- is T; _TO SATISFY SMALL TREE - - - o� m'o � _ O 6 PROPOSED SMALL EVERGREEN TREES r - - A' - n m x T -T•(P / (O •4NC'--
REQUIREMENTS. e moo. m
I
22 / mu m YI;
m
F a a
o-.
REQUIRED EVERGREEN SHRUBS TIARA Cf3U FAT le- v - -
24 'y (3t15HRUB5 ` - ! O
PROPOSED EVERGREEN SHRUBS (R/W VARIES 40'B/B PUBLI - 3'D.c >-�w'� I w P E -
- __ @ corvcRET
-
�\ 11 \ DECK y �gE iY(Np.l t m 10 EMEN _1I EW
' I : yEWP.
C , . - I
iPz10'LONE.DUMPSTER PAD
BUFFERYARD"C"VEGETATION FOR I'L�(438LF) EX 2'UTILITY EASEMENT I o ,: .-.1 I _ ,1 .. _ - - -- .®3O1tV G-1,(pg 1"5 p �.�$ ` - 7 RHS HICN Pvc oR wooDEN'i ._a`\ �•• _ __
REQUIRED LARGE EVERGREEN TREES 13 (MB 61,PG 20D) SCREENING FEHLE
Qo I ``� \ 1 (5)SHRUBs', (a15HRU05 fi _ g'SR M13111 �Y 1 �3' 'x4 CONG RECYCLING CENTER (t975HRUBS'\ S I v - _
22 Roc. 3'O.C. _ _ _ \ 611- R°G \SS
PROPOSED LARGE EVERGREEN TREES Q '} ( '@ _- I�+� s)sHRuas _ _ ( '_ED UN �` a1 �`• _ f>LaRrs wrtH4•HwH Pvc @ 1 _ C7 v
ADDITIONAL TREE ¢m \ N y\ / 1 �./ _ 2g pOM
NOTE: OIi LARGE S o 18 F-w I / 1' (8)6HRUB5 \ I %/(e)SHRUBs \ -'
REQUIRED SMALL EVERGREEN TREES ° / � I , :� _
(EQUIVALENT T018 SMALL TREES)WERE - W \. @3 o.c.
PROPOSED SMALL EVERGREEN TREES 0 USED TO SATISFY _ -
70 wm UTP JI - -. ..� - �/ (3)sHRUBS { i.- i b I , - t <" pp•
REQUIRED EVERGREEN SHRUBS REQUIREMENTS. w� @ao;c. _ G \n
PROPOSED EVERGREEN SHRUBS 70 _ - I I - - .-a€e gUO.D\N �1(- - ® 1 \ <-\ L `\�' 1
\ /�
.1'. \ \ _ I _ - gURDIN�MUNI ` ra I s3 iucoNE DumpSTEIR PAD �'1-�0°F�,��d•
44 I /^1 \'._-' (B\/ / - "" -� \ 2-BEER J a \\\ \WITH 6'HIGH WCORWOODEN \ \,(� - - N'�!)`E 21 t_,1
W vJ - I - _ _ 1 301_ - \� SCREENING FENCE N
BUFFERYARD"C"VEGETATION FOR I-7(17OLU NOTE:EXCLUDES SANITARY SEWER - Im -- _ �-, �,..�P1 �9, w s Fp•pG
LLI:" \ `... _\ a. ,- �/� W w y pLqIWP�\'� iP'y 1 (t815HRUB5'
REQUIRED LARGE EVERGREEN TREES 5 EASEMENT WIDTH AND RIPARIAN BUFFER J m. - _o, m'F F F p - :_ - _ 9R -�� ' sDR(c) c sEcvcuNc CENTER"\ •@ a of -
(e)SHRUBS , z _ \' V -
ALONG PROPERTY LINE. 'm- - J I \' - z z z �( - _ I>FOR121 CARTS WITH aHIGH Iv.
PROPOSED LARGE EVERGREEN TREES 9 � IYI �,� TRICP� � oR waoDEN scREEHINc FENCE i. •! '�'RON`,� ��-,�-- -
REQUIRED SMALL EVERGREEN TREES 7
NOTE:QUIA DDITIONAL LARGE TREES
PROPOSED SMALL EVERGREEN TREES 0cai
(EQUNALENT TO 8 SMALL TREES)WERE
REQUIRED EVERGREEN SHRUBS 27 USED TO SATISFY SMALL TREE -
REQUIREMENTS. w� -(8
,INm-.1
1 (816HRUBS F
�o _
xw
w }r )d I - -J L 1 I Y \ -TP G RP- 1 \ ppOS�E E _ ��_ / Y' >✓
MINIMUM PLANT SIZES SHALL BE AS FOLLOWS: 1fi
Z „ xt V CONC.DUMPSTER PAOi--
=y }}'� �pw -/ WRHfiHIGHPVL OR W000EN
61@3 ac. N zUo \ F
a @ 3'O.C. ( \)E
PLANTING MATERIAL TYPES MINIMUM PLANTING SIZE / U ;�u i<; --- / o o•_ \ -' e _ _\38 - p\)' AGRICULTURAL-LUC=1
1. LARGE TREE-SINGLE STEM 10 FEET AND 2"CALIPER - -�� Z'a (sl sHRues / - _ \ - / \_ 'NE - 4= GN / / CLIFTON LLOYD BROCK,JR.
30 o a \ - i �GOGt`�SaG I ZONE \.' -(\N .�A.ti.>✓ WOODED
MULTI-STEM 10 FEET _ .' @ 3 �- pAEE � � TRUSTEE UNDER THE KITTE
2.SMALL TREE B FEET AND II/2'CALIPER _ '(t91sMRues �z .' es-c+`�e0 poeso 0' RIpNgUFBPNK o_ -�gGOF ,yl"'`w I ���»1""" IRREVOCABLE TRUST
3.SHRUB 18"EXCEPTAS PROVIDED @a oc. w w i \ / .co ° o pP of _\ _ `-t-' - r� 7
l,°1cF1`.�asp'� FROMSOpP(LD Hal-1,t' ✓��~l`- DB W51,PG 312
z I _ L, J Lzz LEGEND
UNDER SECTION 94-267(A) �o w � C:' ., w W \ �,' _J�1- '_
a m Y+'1 o�I / \ ;. � \ \\ I 4 p3\D 1 YPR°B � L23 _.Y21 _ ��0.. 'SDU I-� E%.WOOOSL E
_- ----o / RA-LU
THE FOLLOWING VEGETATION MATERIALS AS LISTED BY COMMON NAMES m z S IDx10'HCONC. CORW R PAD _W III, - - 1- Y /RETAIL-LUC=3
} WNH 6'HIGH PVC OR WOODEN I I-- 1---- _ 2o'DRAWAGE BISO,LLC
1.1 SHALL CONSTITUTE NOT MORE THAT TWENTY-FIVE PERCENT(25%)OF �w I F° FiB
SCREENING FENCE. r. -' -
\ 6 / WOODED EASEMENT(MB 30,PG 72 /� DB 14N.PG 849 If
a THE TOTAL REQUIREMENT FOR THE SPECIFIC CATEGORIES. ,w Lc -Pr .L.-' \ O; �r ,. - ) I-/"_ / MB 59,PG 42 --
"w p 1 r Op?P r " •.EX.�y'^-1.�,�.\ tir✓""" _ PROPOSED LARGE TREE
w UTP *.2 T - -- F- w 4 "Y ' / _i-'`�� L , ,�`-.'--�- ~ _ -=)(PROPOSED
PARKING AREA COVERAGE)
o A. LARGE TREE CATEGORY C. EVERGREEN SHRUB CATEGORY #1
RIVER BIRCH RED TIP PHOTINIA BENCHMARK - J
EP
¢ RAILROAD SPIKE IN
UTILITY POLE ( O \ \m w O -
ELEV.69.49' o
B. SMALL TREE CATEGORY (NAVE)88) Q m W w W
ARISTOCRAT PEAR U W z -- w m mN mm _ i o°�/ T'y'tJ ( R`gS) - PROPOSED SMALL TREE
BRADFORD PEAR �oY -\ (30'RADIUS PARKING AREA COVERAGE)
a CAPITOL PEAR �{ I II + - w -� - - '_
=50• r`'F' rr I�ftA-20) „1 / R`6S
CLEVELAND SELECT PEAR I I\ \ 1 - J --__ __ /, _a. - \ ® PROPOSED EVERGREEN SHRUB
i \ / >� M' f AGRICULTURAL-LUC F
/-" CHURCH-LUCK JOHN MARVIN TAFT
GRACE CHURCH �'` ' �a•B R-s PROPOSED LARGE EVERGREEN TREE
PATRICIA SCHELLER BOWEN,ETAL
OF PI I I COUNTY,INC. FRY1 ^ ESTATE FILE 2011-877
DB 1028,PG 113 - �• O', DB Y-3z.PG z7e ® PROPOSED SMALL EVERGREEN TREE
w ! II T¢-1- _ MBt1.PG35
w m W i I ��' 13z1 sHRuas- EXISTING LARGE TREE
3 7
E
m
EXISTING SMALL TREE
I, xw
LARGE TREES,SMALL TREES,AND SHRUBS SHOWN II r=, "1f''- V �J I = - I _ - _ RIP - EXISTING EVERGREEN SHRUB
HEREON REPRESENTVEGETATION TO SATISFY THE CITY OF GREENVIE MINIMUM LLE �R a E SEMENS- �� <T\" �31� _ _= �lu. - CM MAINTTENTNCE \'-\
a ZONING ORDINANCE WITH RESPECT TO QUANTITIES AND RPN --oTPED I tgt,: �_ -_2 - EA8 GROUND COVER
-- -
PLACEMENT OF SITE VEGETATION SCREENING AND
zfi 5D' tad'
0
PARKING VEGETATION.IT DOES NOT SPECIFY SPECIES
s
v OF PLANTS NOR IS IT AN ACTUAL LANDSCAPING PLAN. (TURNBURYc2 sa7w � -.\ @ 3 O.Q ` 3q _ - - GRAPHIC SCALE,-=W3 DRI It
p (50'RIW 36'B/B PUBL I SUMMARY OF PUBLIC ACCESS AND UTILITY EASEMENT AREAS WHERE -
a PLANTING OF LARGE TREES IS NOT ALLOWED I_-. - SHEET 11 OF 24
c�7 - RNJ �� CIL L39 i1-36'L37 � BEM __� _ - - - - \ - SITE VEGETATION PLAN
EASEMENTTYPE EASEMENT AREA \- -
-NEW WOODS LINE
_ THE CHARLES
INGRESS,EGRESS,&REGRESS 0.131 AC
L 1 s z '' D6D :2pN A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w EAR TREE ELECTRICAL 1.197 AC REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
Call 72 Hours Before You Dig! ah 3'BUFF�RYaRp•E ;- R
w 9- 3 �"� g - � �L4- - _.oy�igN - - - PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
1-800-632-4949 a✓ a\ WATER&SEWER 2.595Ac GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
11C -F-
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE o r OWNER:
:°�`•""""""°"° '�,, scM Access 0.897 AC - 4 3 ETv THE CHARLES ON CHARLES,LLC
x rc s W
O PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED �= I WOODED NOTE:USE RIPARIAN BUFFER SEEDIN FI: '.'? ODDS LINT
PRIOR TO CONSTRUCTION. w MIX ERNMX_178 WITHIN ZONE 1 O ,-- - ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
F 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG EALC SCM MAINTENANCE 1.641 AC RIPARIAN BUFFER WHERE SHADED. S/NF 13'p - 'o FAYETTEVILLE.NC 28305
MEN,EFC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC. _ = I'43249
4 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED TOTAL 6.461 AC �1- EEC WDODSLINE ��� IXWOpOSUNE PHONE: [phone]
yACCORDING TO THE STANDARDS OF THE NORTH CAROLINA %�c`^°„NCINE v,.•'°Y': L-L.� - LICENSE
w DEPARTMEN OF TRANSPORTATION,ORLOCALJURISDICTION, '�o�Rn"' `JO�p� Baldwin DesignE-3496
z WHICHEVER IS MORE STRINGENT. sir ryl A LY DESIGNED: IF APPROVED: IP
a 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING / HIIIIII1t1"' NOTE:IF TWO EASEMENTS SHARE COMMON AREA,THEN THE REPORTED AREA SCM EASEMENT AREA VEGETATION VIEW
THAT IS OVERLAPPED WITH ANOTHER EASEMENT AREA IS EXCLUDED FROM THE (SCALE:1"=sa> -COnsultantS, PA DRAWN: MAH/MTR DATE: 04/24/2023
STANDARDS,29 PART 1926,SUBPART,OR AS AMENDED. EASEMENT TOTAL AREA AND IS ONLY REPORTED ONCE IN THE TABLE ABOVE. - ENGINEERING-SURVEYING-PLANNING
0 _ 1700-D EAST ARUNGION BOULEVARD
y - GREENVILLE,NC 27858 257756.1390 CHECKED: IP BCALE: 1"=50'

f
-ac mol'
o -K 1
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mill �� m=*' I I I m no o� III
N I
z z C T £I IX.FLARED I IX 15'ELECTRICAL I I u Z z z m O
II N I EX FH HC RAMP IX.15'ELECTRICAL EASEMENT(MB 49,PG 19) X IX 75'ELECTRICAL ti TC1 I
II EASEMENT(MB T0.PG B) o�"'O I
If
y11• n j 6].BC NTPED t0'WATER EASEMENT <y EASEMENT(MB 49,PG 19) IX tS ELECTRICAL m .CB
\m 1 (MB 49,PG 19) D EASEMENT(Me 61,PG 200) I ' 11 I HOOD 69.90
6]95i I },B 0]]1 3] \\
s9 A3' I 70'x70'SIGHT TRIANGLE
I BC BC B Gy ��(T�YP-) IX ASPHALT
- d BItTP G `_a tTrP EX OVERHEAD UTILITIES(TYP. 6941 UtP -IX.FH fi6'eC BC_9J EX OVERHEAD LITILITIES(11'P.) ITp �rV/ 1 y71z a 9C`r4a G a IX OVERHEAD UTILRIES(fVP.) I -- ORNEWAV
fi8.11 - 2\ TSN IX CONC.SIDEWALK 69. BC J- / 96�G.1 NS- J0.39 -------
3` V/V / ai BC`� .3� kB BC BC BC_ BC Ji BC�/ BCJ9
WW-W 'n BC W-W-Woof WWWWWWW WWWWWry W W-wiV-W-fi9.02 W�y}g�10-WWWWWW WW WWW WWW W 'iBC W W�=�Y Y4�=VI= Y✓ -W -W=-W -Yt i1�C W,�WWWWW� W W _J
WWW-WWWWWW�-
Bch\ G fib APPROXIMATE LOCATION OF EX B'ACP WATERLINE BC \i ,e I EX 30"CURB&GIfTTER - -APPROXIMATE LOCATON OF IX B"qCP WATERLME�
602966.29 �. tla 36-��5 G G b8.J9 G G ^ G G G G G G - - 06]1.31 ]1.43
66.96" 69.05 J 69399 BC8.93 _ _ .41 *�C.74 13 71 42 ]i.61
e- - �sac G G69]o G c69.e]�G - G>O.Oz ]O.os JD.ta� J / \ / �P) J0.9J ]t. n.9ec 1 20 Jt.
--- - - Bc , --_v -Bc/ DC/�L Bc�
sB3J- --- ---- ----- -
IX.CB S IX 24"RCPO IXCB ------EJC 30"CCURB 8 GUTTER(TYP.) ---- --HOOD fi9 32 IX.40'VALLEY GUTTER BC _-� U -- IX 48"VALLEY GUTTER
-- EX CI3 --- -
HOODfi8.38 - HOOD 68.66 _ NC HWY 43-CHARLES BOULEVARD NOTE:EX REMOVED
11 ANDRE SIN LACEDMOODITHSTO AME ARE a:
rDAND / INV 6fi 2449 --
INV.IN 63.76 O INV.64.76 INV 65.5] TO BE REMOVED AND REPLACED WITH STORM WATER /ry -� -
INV.OI1T62B6 II I -� _b9` RNV B/B PUBLIC) MANHOLE R _-_- ���
IX.ROADWAY MARKINGS(TYP.)RING .ROADWAY MARKINGS(TYp.)
to t--IX ROADWAY MARKINGS(TYP.) ---- - -_
_
*60.60 NCIL.6fib@4----- D� c_--^fi90fi *69.13 ['r6925 ^693fi *69.48 •69�63 IN ,^JO 10 -.2] *C0.31 - *C0.43 -.54 *J0.61 x]0.81 2 10] xei.13 *]i2]
"69.Tf C CAR__ roc CL'. xC +CLR-" I xCIR
CLR _ J1_?P- _]1.50 J1.63 -
>_11 cue clR cue-___-- cu: _ cue _ clx C. Ic cIR _ � ---
n -_---- APPROXIMATE LOCATION OF EX 4°PE GAS MAIN - G G APPROXIMATELOCATIONOFIX4'PEGASMAIN ------------- TII EX ROADWAY MARKINGS(iYP) `I
G -- II
G G�}{ [' C G G G G G G' _G G G G G G G G C G G G G G---- G G -y�G G G G- G _ G G G �- _-G -C- G -G G G G G G G
IX.CB ..VI_G LN --__--__ EX CB ____--__ IXCBCP __ II �I EX.CB /\
HOOD fi8.56 -` F P' - cF �. _----_ figb HOOD 6948 -----_---H00070.3t .R"R ----__ 1 ,HOOD 71.53 / \
-- (TO BE REMOVED) IX: HOOD
) ---- / \
INV.62.51 `.../A ---Bc INV fii 13 - --__----,------- - - __ INV.64.36 - --___ -- -- INV.66.03 / \
e33 68.>2 bB.86 CP -- -- -_ � -59 _-_ -� �
b03668.36 bB.13 fi8.51 60.]t 69.2] 06 -24*1�CF-69.99 �009' 7-11_ _-]033 )044 ]0.53~ )0.65 eG.00 BC .63� ]124
C ----- - ---_ --- _--EX_15 RCP1 _ fi9.s7 69.65 ---- ~- EX 24"RCP 'i -1D.92 EX.30'CURB&GUTTER(TYP)Jt tB5 7C2l R 24'RCP 7Wa IXSTREET +
fiB.S DC BC BC Bc BC BC BC BC 0C BC Ic BC BC --BC - - BC-- BC L y,, B W BC BC
68.SI 8.29 PEARTREE PFARTAEE _--_-_- - _--___---- PEARTREE PEAR TREE PEAR TREE IfiP PEAR TREE PEAR TREE IXSTRGET
A'G(B\ �y� PEARTREE- BC BC I' PFARTREE IXSTREET EX OVERHEAD UTLITIES(Il'P.) PEAR TREE --_ R PEARTREE PEARTREE -j PEARTREE -� PEAR TREE EX IS' TREES(TYP.)�l.b / /
DTP _ / PEARTREE Ha j.UiP` --- (TBR (TBR) (TOBa TEO) (TBR) (IBR) TREES P. uTP F/O *]t.6
v �=_!1 b b b b a b a b o b- b B b O b -�- �ER�vA - - B-a b d m b b a b-b B, {2 EX.OVERHEAD UNLITIESFYP.)
TREE(TYP-) 15'3b'O0 W§73.55'(YbTA ° ° - July '- HW TR tz^a o
___-__ L40, 2 *se.a *6e.5 - 359.00'ELO 97 ---- L45 165.10' EIP - EIP f °T"F T 20.00EIP 369.45, ,eJ6 __ _ *66.6� +JD z -(- IX.t5^RCP IX.36"RCP n *s>.s ,57.7 /1 EX.DI(TBR) '6 J0 a +'^4 I 1
L4 D
IX.DI(TBR) I L41 2 / \ GRATE 67.ss ,IUD BENCHMARK ^>5.s� .DI �FIW TREE3
INV.@t.@9}'J - BENCHMARK \ I oa \ I I 13 I >GV-T 155 / R
`\ \ L4 GRATE 67.44 NOTE:INITIATE THE REMOVAL OF EXISTING / 1 INV.64.69 RAILROAD SPIKE \ a INV. *'7t-5jl�*1t.6
RAILROAD SPIKE INV.64.34 NOTE:TERMINATE THE REMOVAL OF EXISTING 30"CURBBGUTTER IN UTILITY POLE \ *7t. I x I�30'CURB 8 GUTTER WITH 12"ASPHALTS CABC NOTE:SAW CUT AND REMOVE 366 LF
II !w IN UTILITY POLE 69\ { WITH 12"ASPHALT&CABC AT THE PROPOSED POINT OF CURVATURE p ] 16
B ELEV. 69.49' AT THE FIRST CURB 8 GUTTER JOINT LOCATED OF EXISTING 30"CURB 8 GUTTER \ /� 1 I ELEV 71 52' I TREE
APPROXIMATELY 5•NORTH OFREX CATCH BASIN. WITH 12"ASPHALT&CABC. \ \ /
(NAVD 88) / \ / m I (NAYD 00) /
14 a t-L I REMOVE ONE FULL JOINT(8 LF)
II66. OF EXISTING I5'RCP I K I I
It +679 ,6>.s 60.rr--___ _66y1 .-1 fifi._ fie.s 6e> 1 P� +686 { I /
_ x 697
-, + � x x a
_ 0
\ /
III \ / 6� ----------------------- l ^fi9. 1 ^/as nD.>
/ it s\V *]tAIEE 3fi
DECELERATION LANE DEMOLITION PLAN
SCALE:1"=30'
I
�D II
I ��
C I IX FLARED I I I m T O1
HC RAMP o jc - -a-TT
4TPIECIUT�
k70'SIGHTTRIANGLE
IX.OVERHEAD UTILITIES(TYP.) JDRVEW-'�7 T�/ ,�\\ I IX.OVERHEAD UTILITIESm-) .r-�L ---- F a/ b b a.° �J= uT?ry w.a_.W- a--x ) d-�- _____--_ /F_-µ-�- EX�OVERHEAO UTILTIES P. `J� \ I EX CONC:SIDEWALK �T i - ---
/ - --- /
EX-30'CURB&GUTTER(TYP.)
EX 30-CURB&GUTTER(TYPJ - IX.48-VALLEY Gl1TTER - ------ -- ---D 48'VALLEY LHIMIR - -
_ _
I_ NC HWY 43-CHARLES BOULEVARD -
-( (100'R/W 65'B/B PUBLIC) IX.ROADWAY MARNINGSCYP.) EX ROADWAY MARKINGS(TYPJ
IX ROADWAY MARKINGS(TYP.)
BPKN C2 - PROPOSED THERMOPLASTIC 4"WHITE PROPOSED THERMOPLASTIC 4' PROPOSED THERMOPLASTIC 4"WHITE -
C2-_-_-_- ----- ' 3FT.-SFT-/SP MINISKIP(TYP.) WIDEHATE SOLID LNE 2FT.-fiFT./SP MINI-SKIP(TYP.)
IX ROADWAY MARKIN (TYP)
DIRECTIONAL HC RAMP iPTRANSITIONFROM&GCURB(
(SEE DETAIL 419.04,SHEET 20 OF 24) 100'TAPER 150'STORAGE - _ GUTTER T030'CURB&GIITTEft(TYP:) - GS-
36'CONCRETE HIGH VISIBILITY CROSSWALK TRUNCATED DOME PAD
EX 30"CURB&GUTTER(TYP.) FLUME (SEE DETAIL,SHEET 13 OF 24) (SEE DETAIL 413.03,SHEET 20 OF 24,TYP.)
--- ----EX.30"CURB&GUTTER(TYP.) ----- EX STREET T+-
87.8 IX.STREET EX.OVERHEAD UTLTf1E5 PEARTREE PFARTREE� - - � PEAR TREE IX STREET PEAR TREE PEAR TREE TREES(TYP) _
i - - PEARTREE PEM TREE �P.) FIO�OTP PEAR R=1.5� - PEAR TREE /
IITP_b aFB* B b b b4 SbbtbR=1.5_y TREES(TYP ° UTP F/G
f - TREE(Tl'P.) 4 N15"3'00"W 13:55 OTAL)- b a Bb b bB b-aa, b-Ba�b�eba-d W: 12"a IXovERHEAD UT//1--LI--n--E--5��(TVP.)
PEAR TREETI\\ 20.00 IP CONCRETE SIDEWALK 369.45' L40 - CONCRETE SIDEWALK L42 359A0' II L45 - CONCRETE SIDEWALK 1fi5.10' EIP
INV.fi1.89>r� L41 a BENCHMARK I II
\ ¢ BENCHMARK PROPOSED THERMOPLASTIC DIRECTIONAL HC RAMP HW TREE 3
RAILROADSPIKE RIGHT TURN ARROWLAXI) 30'STANGARD CURB&GUTTER DIRECTIONAL HC RAMP (SEE DETAIL 413.04,SHEET 20 OF 24) RAILROAD SPIKE
\ !w m IN UTILITY POLE (TYPO (SEE DETAIL 413.04,SHEET 20 OF 24) j POSED STOP SIGN IN UTILITY POLE TREE�fi° a
m ELEV. 71.52' p
\ ELEV. 69.49'
9 2 Z (NAVp 88) PROPOSED STREET SIGN a¢j[fR
(NAND 88)RELOCATED UTILITY POLE wPOSED THERMOPLAS8 S2'KEHATE SOLID STOP BARILLCURBU THERMOPLASTIC ••BUILDING TYPE 1"GUTTER HEREE HADED U to rn jGHT TUTRNARROW(TVp,) 3STORY BUILDING
PROPOSEDSITE (6)i-BEDROOM UNITS
PARKING DRIVEWAY OOPOSED THERMOPLASTIC 4' ((6))2-BEDROOM UNITS
3 BEDROOM UNITSDE HATE SOLID LINE
H W TREE 3fi
DECELERATION LANE STRIPING PLAN
a
SCALE:1"=30'
in
0
-I
Dp iz �m x p -I I I ,_:
v xI U3 D��I I I I mx <D ;
m 13 1
m- <n
N D II m-� z fii' °' >o o i Call 721H800-632 4949ou Dig!
an gy 15k10X10'DEEP m O
mZ o� RECEIVING BORE PIT 3 m�_ m I I 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
FLL 2 £ - IX.FLARED I IX.15'ELECTRICAL I t5k10k10'DEEP o y 'i
�-I IX FH IX 15'ELECTRICAL I A z C PARTIES AND ENSURING THAT ALL EXISTING UTILITIES ARE LOCATED
II r/V B6 I HC RAMP EASEMENT(MB 49,PG 19) IX.15'ELECTRICAL RECEIVINGBORE PIT _ _ -n�-t
Z '(I(, C a EASEMENT(MB 70,PG B) p D EASEMENT(MB 49,PG 19) I-m O C N PRIOR TO CONSTRUCTION.
O 6T k 10'WATER EASEMENT I m m IX IV ELECTRICAL m
ec TPEO IX CB I 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES,USING FLAG
W m T (MB 49,PG19) EASEMENT 61.PG 200) �c - o (1 I HOOD 69.90
�mA m I I O \\ MEN,ETC.,AS NECESSARY TO ENSURE SAFETY OF THE PUBLIC.
I } 90°BENDS 90°BENDS I]D e> ]t 3] 69.§3 I tOX70'SIGHTTRIANGLE 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT,ARE TO BE PLACED
i cB"xfi"TgPPING TEE 8 Bc �V (TYP.) ACCORDING TO THE STANDARDS OF THE NORTH CAROLINA
UTP I ItTP OVERHEAD UTILITIES PJ 69.41 -IX.FH W-2 68.9) I GATE VALVE n as G-I-_�G B
CD' BI ���^^ r IIX OVERHEAD UTILITIES(IYP) DEPARTMENT K4 TRASTRING ATION,OR LOCAL JURISDICTION,
- � EX.OVERHEAD UNLTIlES(TYP.) v E - -- ' � �v v sett ---eB.a\ Tsy EX.GONG.SIDEWALK ry H fi9 }c,61 Bc 9r-foi o> 3s �- SHORING
EHALL BE IN
.0 ��+ ke Bc Bc Bc 4. SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
WW-W-F B -s3W-W-Woo G WW W WWWW WW-WW-W W W-Kr-NW 69 /,/r W gC tO-WWW-WW-W WW W-WW W W W W _ Z.WBC-LW W�_W' -VY-- Yam_Ye-'=µ��N �Y �Y -tY W J'YMB -WWWWW
APPROXIMATE LOCATION OF IX.B"ACP WATERLINE 69 30 DCti' s I I '�. FX 30'CURB&GUifER(NP. - -APPROXIMATE LOCATION OF E3.B"ACP W STANDARDS,29 PART 192fi,SUBPART,OR AS AMENDED.
6859606L s/' BLS\ eC 3666.55 G G 68.J9 G G 68.96 �� G 05 G G Gfi9.i] G W.29 BCB9 C06954-G G G69.]0 G G-69.6J-�G G 70A2 70.05 ]014� AlJ0 /^BC>4 "t` )
BC / .BtlaC\ 9SC-- - - - BCC* gC --��*�C -- - -•-c- - +-C-x-L 8 i/-_ �-�,BL9 BC J
IX 24"RCP -- * I r \ - _�_ \\A\\IA'"I IIIII/I/
EX. I -IXC0 - -------- --- --------- EX.C; IX.48"VALLEI'GUTTER fis- --L- max -�'FT a -- Cq /
`N O �IX 30°CURB&GUTTER(iYP.) I I BL59 _ 100 LF 16"STEEL __ U `\\\\qqq.\H R f/Oi
N HOOD 68.38 HOOD 68.66 HOOD fi9.32 III/- ( ) \ - `.50E 5'f• �igai
INV.IN 63.7s II i _ INV.64.76 INV.fi5.57 NC HWY 43-CHARLES BOULEVARD CASING DRY BORE _
Q¢ INV.OUT 820fi -I B'xfi'TAPPING TEE -b9' -
IX ROADWAY MARKINGS(TYP.) GATE VALVE -- m (100'R/W/65'B/B PUBLIC) /�N
- -- EX RQ DWAY MARKINGS(-fl'PJ EX ROADWAY MARKINGS(TYP.) /_--- = - - -_
mn_ 4324
XI i� SRKN I - 100 LF i6"STEEL __ I I �i - 8"RJ DIP WATERLINE _
^fiB.fiO NC/L�fiB;6B 4-----O---s68;g0-CIL CASING(DRY BORE) - 5 *L9�36 x 46 a•69�63 ]J xfi9.B9 I*]0.10 ,]0.23' *J03i ,��xC (�2
J043 ^]0.54 *70.61 *70.01 'JD 92 ,n.0] *]1.2]_ F
CIR CIN - - '-CLR -CIA. CLR _- Ci.. C4" NGINE` a P�D
II CR -CR __ - CR CD CR CN- R CN _. L. CN --____ O•' O
rri -_-p-� -Tc ,.. „I _-_ � BENCHMARKL
nn fi8.J1 8"RJ DIP WATERLINE APPROXIMATE LOCATION OF IX 4'PE GAS MAIN v IX.CB APPROXIMATE LOCATION OF EX 4'PE GAS MAIN
Z 9 TC-
TC MATCH RAILROAD SPIKE _ //I/1111111111\\A\\\
j G G se.56. G GRADEtbB]1 TG G G -G- G G G G G G G G. G G G G G --t G G G NEW 9 2 G G G G G_
EX CB 68.]2- ---- _--- IX.CBII TCONC TCONC RIM 69.92 IN UTILITY POLE ---
Z HOOD 68.56 ,TcrtsW TC MATCH TC MATCH 5'WIOE SIDEWALK -_-_-- HOOD fi9.48 TC MATCH 60,>2 68.89 TCrtsW'------ TC MATCH 5'WIDE SIDEWALK ELEV. 71
68.06 GRADEbfi8.57 GRADEtfi8.72 IX30'CURB8GL1T1'ER(TYP. EASEMENT P.) 69'4 GRADEsfi9.49 TC TC @9.91' NEW INV 64.57_-
F- TC MATCH .62.51{� t __ /__ I m ---BC INV.fi3.13 - - 89.92 69.32 TC -v-- TC. GRAOEt]OAs -- -- EASEMENT(TYP.) NAND 88)52' -- --- SHEET 120E 24
K¢ GRADE:6656- -` `__; - -- _ -.]az;- ---_ CHARLES BOULEVARD DECELERATION LANE PLAN
a..aa TCrtSW 6 6fi. TCIiBW - 68.72 60.8624"RCP-- -__ fi937 .r. -bL 2-0°�CP -_ - -69.B9 _ -_ -
c N TCRBW, -- - IX15"RCP L Y- ----TBw Tcc TC �- 70.53 IX. "RCP i0.65 70.80 70.92 EX 30"CUR88 GUTTER P.
68.fifi;,5 BC 69.25 fie.BO' - TC/BW -____---_- DI(f4 0.30%_-- TC - - TC�SW-_-_-_-___ 70.2H BC �Bc (TY
a TC/TSW a TGrtSW _-_ Tsw - 8@.80 + PEAR TREE 69.44 ]0.00 fi9.91 ]0.32 TSW 24 TBW IXSTREET TREE TBW
W UTP< fi8.1fi \' 69.25 fiB.Bfi- IX9TREET IXOVERHEAD UTILT ES PEARTPEE FVD lDjp GRATE fi8.24 PEAR TREE TC• TC '-- -- - -TSw TC - TCRS,N.TC PEAR TREE >0.92 71.00 PAR 71.111 RTRE ���\
b b Tcrtsw / PFARTREE bPEARTREE bB4ryP) ad aa " .)•- - - TG _ PEAR THE CHARLES
r TBW - 68.80- -_-__-_ _-_- TREE(LYP.)-_- INV. 63.74 4 69.22!b-69.� 0.30% __-_ O fi9.]0 _ ]0.38-9 ES mP. b B 9 �P FI TBW a-TBW p
--_----- --_-_ -`� 0.30% _ 70.08 69.9s ]1.26- ]1A5
O f T��FT 60.]9 EIP - - d
EX 36'RCP ]0.00
m Tsw Tsw Tsw Tsw TBW> Tsw Tsw 6B. Tcrtsw TC 6 Tsw Tsw TBw A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
INV.fi1.09 TBW fi9.00 TBW TBW TSW TSW I 1 TC TC TBW TSW Tsw
4 60.93 69.% BENCHMARK fi9:82 69.90 69.]2 69.54 0.05 fi9.86 ]0.10 ]1.08 71.33
CI 68.86 /�6907, 69.141 fi9.80 fi8.fi2 Tc 1 fi9.90 sssb 71.00 n.zs rtsa REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
I RAILROAD SPIKE 45°BEND
0.05
asi I 15'ELECTRICAL __36'x70'x10'DEEP IN UTILITY POLE / TC C81 TC/TBw I oo.e PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
/ / 6924 HOOD 64.37 - I 15'ELECTRICAL
w EASEMENT BORE PIT ELEV. 69.49' / 69.94 TBW TSw
15'ELECTRICAL / INV. 64.70 1 EASEMENT
8"PVC C-900WATERLINE (NAVO88) / B"RJOIPWATERLINE TC 7216 7zs GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
L�� L EASEMENT I
/ 36'x10'x10'DEEP BORE PIT \ fi9.Bt 1Oj TSW.
\ TC 1 fi9.20 FE]250 7250 /
I TC/TBW TC/TBW /
RY
ILDI
m III �. xfi> 67.12 - ER: THE CHARLES ON CHARLES,ULC
s7sD' xfie.t \ =seD ^6e.D. *6>.9 re>.9 6e.D--________ 6a-t fie.z *6fis 6 69. 7D ADDRESS: ATE 400
= III \ --_ fi 4 \ TBw fi9> nw 3BUILDDINGUTPE G FFE=73.00 % OWN : 6 9 EXECUTIVE PLACE,SUIT
as
!- 10'ELECTRICAL //� 0� 69.1E 9 '\0 (6)1-BEDROOM UNITS 5 ] FAYETTEVILLE,NC 28305
\ TC TC 6 - ----- _ ----- ,�� WATER LINE EASEMENT 45'BEND / 10'ELECTRICAL I g \ ) f
III 67as s>.a7 EASEMENT / ------- 1 6 (18 2-BEDROOM UNITS - PHONE: (y10)481-0503
B"PVC C-900 WATERLINE EASEMENT (6)3-BEDROOM UNITS q
DECELERATION LANE STORM DRAINAGE & UTILITY PLAN PLAN Baldwin Design 9E8 DESIGNED: IF APPROVED: IP
3: Consultants PA DRAWN: MAH/MTR DATE: 04/24/2023
SCALE:1"=30' ENGINE RING-SURVDiNG-RANN9tG
1700-D EAST ARLINGTON BOULEVARD CHECKED: IP SCALE: 1-30'
T GREENVIIL E.NC 27858 252.756.1390

m CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'/SP MINI-$KIP LINE m sE EDGE xE TWO-LANE, TWO-WAY ROADWAY TWO-LANE, TWO-WAY ROADWAY WITH TWO-WAY LEFT TURN LANE Cm
�-H sMaP LAYS uxE.s PKR Map Pa,aR uxEs SKI.E99 - - oa <-i EDGE LINE OFFSET DETAIL P Fm ALSO TO TAB - ° L TWO-WAY UNDIVIDED ROADWAY om ,s NOTE 1 _ srOR
SET OETAI F> .may *stop eAA m O eAR,SEE Np1E 1 Qa
a FO'-M�am EDGE LINE wR vxvG�M.NG L,NTs. .KP MaH.Wan - iri - Dwo9 "ir:j:-:::r sdvuLu�Ii i':::-^.ems:.�zs„-° LE, iQ LINE,seE
U DmoU -6'NSP MINI-SKIP �yLIKE,S C/ P 2QLSO CO
IT,��xD YELLOW GP WN[TE 4/6" t°�30 �/Q 0¢Nsz Iri1Zy 2-1 Ox VELL¢W E°GE LINE•" Od�2 mZyxD •* Ore a � `/ L=�.E`SEE b.Sp�EYjxI-SKI oOmxz
xoaym - - _ _�.a"/6" 1=oFo� s�zDm TABLE 1 4 ► ��¢o�
� LANE LINE Lmw OR MITE ___�a„/e^ mx .. zxO'oo EDGE LINE -LANE,z-war ROAnnnre w Nxrz.. Fxoor� P. wI-LLow
�r I-/yo j v sxoumEns Fwow
T4"/6" YELLOM��OR MNITS i �Q nmm°°T °w s -I LLIIIE CEXIES LINE Q 10 0 nP ZON¢
i� y� TRAVELTH Iwl'AVE OF Iuix s ° s zUNp: ZZ
WHITE i ➢➢ OFFSET ISTAIL ��j> .]
3'-3t/SP MINI-SKIP LINE 3'-9'/SP MINI-SKIP LINE ai➢-M� K,�., _ I-i➢., Kr UNDIVIDED MULTI-LANE ROADWAY DIVIDED MULTI-LANE ROADWAY WITH TURN BAY Wit.
m In te' ,G' 2" GP PAR.SEE 1UF t
,s B 9 M
z CENTER LINE i .-N ONSIMIN.POKx.No r-,/:P.v„-s.,.s wv „„,rKS G,„TR,,,sm,�w.,,,we a-,'Ie.n.:.WaEs roa o z TD• e" s.r vo NTp RA" _ -6'x MINI,—
-� m o '
TS I.-L,RE wrzxMlNxs AT AWwxmxes. Max:-K.,_E�NTW.wR L,HS v,TNmRN.NwW.rN T.PN®. z
YELLON CENTER LINE OFFSET DETAIL 2SS, loll 1., TWO-WAY UNDIVIDED ROADWAY *SEEPHOTE t 2 E a
O LINE, •-B'/sP ulxo-sKlP O
GORE LINE I'- 'I"I ^ v °RT ojmL WITH TWO-WAY LEFT TURN LANE SEE xarE s - EDGE uAr sE - -E6•/sP uixl-sMaP
2a' m" 1 s sassLINE24 r �r
A B^nz" 0 0 4/e°
ze' z' „•
TB' 2' 12 ••,
30'
0 �" YmFTE 3 - w ♦ __
.��_ m az• 4 12 - -
m W"'TE wxxrl m _-_ _ _ _ _-_. m
LL rsuwY cmrER uxE �{ - x s
9 DIAGONAL LINE 12'u IwI ON HIGxm o y m H y r 4_ _ Is" t6 - W_-_ - --_-_-_-_-_ LL y NE U)
Z.a m -I LESS Txsx uMax z f.7 m a m f- 1 o C7 w >m P MINI-SKIP v z=
m<x i ° z m <x z z m <x - - 3 N
m m 3 IH LL y m 3 IH LL .H m m ,sG' 60' t0'n *LIN S,TI.N Iz[ RI WHITE s Elsa MINI- 1 Q m
v3Im ti - �Yo �3'=1 1 yBc oYo
N G CROSSWALK LINE G Z to LEGEND OFFSET oITAIL OFFSET BETniL O z FITi DIVIDED MULTI-LANE ROADWAY WITH WIDE MEDIAN CROSSOVER ERAL xOTGs O Q V
OZ CD � a LONGITUDINAL Q ➢ S E QO Q m y *STOP NOTE LINE, EE IS IEPO¢TANr 0°I oi"C:n ET NaN-STGxui2m INTENSEGTIONS IS GPrIOxu AN. SEDLLYMERE IT Q❑'�w
o wxITE F W z 3 v w f w o v " , .- -R NOP MINI-SKIP M T E POIxr wxlcx vSxlcLEs ARE REauIRm Tp STOP.°PUCE z z= o a z QE HE E a sMP BARG ND LEB6"xANT4 EE AND xG MpRE wMx a¢FEE m0M HI N ARE6T GGS DF HE z
9 Q W 9 y p Q W o S y RSEcrixG v. IrsE,¢FEET Ae rxE nPlc\L sEiGAGK vcsTAxcE m As DIREcry ar F W i
T > m F T x➢ LANE LINE OFFSET DETAIL �/, N f> z 7C➢ Y N1Tx E E1x1E NE THEEENDINFm.P6 m I
Iy H flxfl LINE W I"1 H W
1- m 1-T H L '-6.15P MINI-SKIP ARauxO°NEg. L` W
m z z �- m>w oa z O L MULTI-LANE ROADWAY > -_ visiei�ipin ioovITI..S sacx10A"s oF..I sEKE°KS,ox iuR"TM"vE°sE o�vxwsA HAVE vevucm N>Q
w y m I p4,J y CD o a J (n o xFs _ _ _ s _ _ -i_ EEcnONs
S ITE
�^ o O Ox"R05 LEFT sx¢I �GEr (O p S -Mlxi-SKIP EDGE LINE ExrEx5I0N9 xAT BE P.o,�1205.02,12 THIIUNN u5G5, Gs.oe Axp WIN
1205.09 mFOAH J d
IF
I-REFER
MARNT
STOP OR TRANSVERSE BAR RI °ENE WHITE LINE_ _ ITPAvmiuv w _ _ _ 4 _ _ _ _ Fxr LEGEND UMBMONNRANIIS 20s
rEs 4- - - - - + AnDITIOwv.PAVIN
�2rLINE
AS GINmTED 11 Till AND ENGINEER. LINES px ALL mLL 6¢N xGt GF AGGE56 MI LITTER Axv OTHER SOU TER O STOP I. GN T axGN
WHITE i I OLANE LF THE NDRwL LINE WIDE ON THE ROApwAY GTANDASD Ow.WINGS SHALL GF AT LEAST TMICE THE Wlmn NFisEmGT NE"'TAIL GEFfsEi pETAIL ry pATVEMEirt MARKING B.S.s
USE DOU"YELL'cExrm LINE-I Mo_
SHEET t OF 2 3-WRI UNPS IRALL RE TNICE THE BEITH OF THE NORMAL LINE. SHEET I OF 2 SHEET 2 OF 2 SHEm 2 OF 2 SHEET 2 OF 2 EDIAN EXCEEDS 3p 1. *BPflppAL�" $HEFT 2 OF 2
12os.01 1205.07 1205.01 1205°01 1205.04 °TM°'"T5E THEY ARE"°'REMUIRm. 1205.04
NCDOT MARKINGS LEGEND STANDARD NOTES FOR INSPECTION SCHEDULE
TO BE SHOWN ON ALL CONSTRUCTION PLANS
STRAIGHT ARROW COMBINATION STRAIGHT AND COMBINATION LEFT AND o DIRECT TAPER TURN LANE TURN LANE BAYS<126 FT. PAVEMENT MARKING LINES(THERMOPLASTIC) FOR PUBLIC AND PRIVATE STREETS
o� TURN ARROW LEFT OR RIGHT TURN ARROW flIGHT TURN ARROW ,ow a� rE / '/sP uxxl-SKIP LINE om
nHI 3-s'sP MINI-sKla uxe WHITE 3-R
f I m' ��->�.-.-..-. Q¢ T1-WHITE EDGE LINE(4",90 MIL). *ALL INSPECTIONS MUST BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE.
z�xm So..
6' THI '3"z mz�� Ell.VF TAPER�.- TAPER J6�U T2-WHITE SOLID LINE(4",90 MILL *PROOF ROLL REQUIRED BEFORE INSTALLATION OF CURB&GUTTER.
AFRMIXIMS APPLY AS FOR mU r"m9y TAPER
T/RTmO TV".ARPOM Oowx yxj ooUx� T4-3FT.-9FTJSPMUEMINISKIP(4",9GMIL). *CAMERA INSPECTION REQUIRED.
zoz➢� 36 s HUSC� xpZnm sAyµE Tux°WLAxE BAr " fOQox T5-2FT.-fi FT./SP WHfiE MINISKIP(4",90 MIL). *INSPECTION OF FORM-WORK AND REBAR IS REQUIRED PRIOR TO POURING
zwmooTl TURN LANE envs tzs - zs0 FT. Wxl-z~ T13-YELLOW DOUBLE CENTER(4-,90 MIy. CONCRETE IN VALLEY GUTTERS,JUNCTION BOX FOUNDATIONS,AND TOP SLABS.
_ mFLLO J ,y Or MKITE LANE LINE ITE 3'-S'/SP MINI .1 LINE wmw
cD i>?'a COMBINATION LEFT AND STRAIGHT ¢ooTE'ia¢ o "" "". . oy<
,- > - 14" AND RIGHT TURN ARROW �9D REQUIRED PROOF-ROLL INSPECTIONS:
N„ = - - N zF„¢ v➢I TAPER Fj¢ NOTES 1.ALL PAVEMENT MARKINGS SHALL BETO NCDOT STANDARDS.
2.REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS
AND SIGNS WITHIN THE CONSTRUCTION AREA. 1. SUBGRADE PROOF-ROLL AFTER INSTALLATION OF ANY NECESSARY SELECT
--�-�� i FOR L oalsm`inArisn sT�I N eETwEEx FIRST FILL AND COMPACTION OF SUBGRADE AND ANY UTILITIES:
3T" " DR
NAMEsFTIRIBRIT TLAN ARROW TURN LANE BAYS 250 FT. OR GREATER RST AND uST AMINN PAVEMENT MARKING SYMBOLS(THERMOPLASTIC)
R-4G' p2, `GEN E
' 12^ 1r 2sO• wxxTe a'-p/sP MINE-SKIP LINE
> COMPACTION OF SUBGRADE IS DEFINED AS 95%MAXIMUM DRY
R=_„ xH LINE
.-------�_ ------- T61-WHI'E STOP-BAR(24",90 MIy. DENSITY.COMPACTION OF UTILITY TRENCHES OUTSIDE OF THE ROW ITS LADE
MERGE ARROW RAMP AROw TnPm T62-WHITE CROSSWALK LINE(24".90 MIL). IS DEFINED AS 85%OF MAXIMUM DRY DENSITY.
m m = FOR NNNONAGG-BAN MO EEMEE"'Y SARIPs - o m m T70-LEFT TURN ARROW(90 MIL).
2 CABC BBASE OASE COURSE.
URSE OOF-ROLL AFTER COMPACTION AND FINE GRADING OF
Ox FRE °p w w 0 Um- T71-RIGHT TURN ARROW(90 MIy.
z'C y CD y,.., y
m a m S _ti RrarAL/RED s•_p i Q a m LEFT TURN LANE DEVELOPED FROM TWO-WAY TURN LANE i u T72-STRAIGHT ARROW(90 MIL).
PAVEMENT YARM£R
� W' l rvn.7 z y �x xTln MErwEEM FIRST MITI G z T74-COMBO RIGHT/STRAIGHT ARROW(90 MIL). TESTING REQUIREMENTS:
3 o I / 3 Iti m WHITE LANE LINN.E,� •-M'/SP MINI-STEP LINE 3 Iti
p1 Rem m z.W., __ ¢m y y Sc m 1h LmcTx GF r ANv usr,wROwsl'" Y m
z=v :� N W"�--�-----�------------ ----_�_=; --r<OF RAMP IS a o �=z - --------- -- EFT_ TURN ME _ ��z 1. PURSUANT TO SECTION 40 OF THE"MANUAL OF STANDARD DESIGNS AND
3 z 1 D - - - DETAILS"AT LEAST 1 IN-PLACE DENSITY MUST BE PERFORMED PER 100
0 3b v R, s o H o a 3 o TURN LANE Is4r o f z LINEAR FEET OF STREET.TESTING IS TO BE CONDUCTED IN ACCORDANCE
v a v ¢w¢ m s = F w F NOS: WITH AASHTO DESIGNATION T191,T204,T205 OR T238(LATEST EDITION).
x 4• z,.p„
Co W m m N➢�. rnA avP"ncAl°x"A`GRE sEIiGTxs NIUMNEN�°vsANioU°s�s• m yj PAVEMENT MARKINGS SHALL BE WHITE THE RESULTS OF THESE TESTS MUST BE APPROVED BY THE ENGINEERING
z z F=mi> z DOUBLE TURN LANESANN r> MAX.WIDTH THERMOPLASOC MATERIAL.(TYP.) DIVISION PRIOR TO INSTALLATION OF THE PAVEMENT.
mH❑ GENERAL NOTES: 1 CD IT,LANE LINE,It LENGHr OF my LENGHT OF BIDi /R y
m o 1_USE THE COLOR WHITE FOR ALL PA N MARKING SYMBOLS. r Ar EKiT"M�AMP z �n o UP °,2G -WAr� `W E SKIP NE LINE �wX E-a'G MINI-GKIP LINE z REQUIRED VISUAL INSPECTIONS:
Do NOT xNUTTE '-B'/SP MINF-RSIF�\ - US _
I-UITHESITION"EARAR"EAT6wuKlxc srueGLs As TO mcwGACH LINE BE-.s=S TEE"FIONT MIN.CAP 1. CURB AND GUTTER INSTALLATION VISUAL INSPECTION OF SUBGRADE
MAN
4-CONFORMPALLESY,m331isTHERCANINRury iDrA+in°E I,°n"sp GmERnL NOTES. IMMEDIATELY PRIOR L INSTALLATION OF CURB AND GUTTER-
UNLESS
°`""s'A01P'Pwo�'/I"'spv5:"TI`�i!ENcixeER. 2. STORM DRAIN INSTALLATION VISUAL INSPECTIONS OF STORM DRAIN
y""'((REGERR TO SHEETS 5 LEGEND -1 3 INSTALLATIONS WILL BE MADE ON A SPOT CHECK BASIS THROUGHOUT
u TIFIEFIRP RYMNOL DIMENSIONS CM N "EP°M "xr � sxEEi 1 of s sxEEr 1 OF 1 1 WWE THE cuxDANCE sxum AGDVE Ix mwuxcTlGN wxn THI IxTIRSFCTION GumANCE sXwm GN ROARNAr srAxvmO GRAwING,205.G.. _ INSTALLATION.NOTIFY CITY TWENTY-FOUR(24)HOURS PRIOR TO START OF
1205�F08 s °s ME AIIEITARLE
AR RE �'' I 1205.08 1205.05 TN R R W°AW s THE MJ.U..NEW:: us IREcrEO BY THE ExcxxEEM. 111205.05
PIPE INSTALLATION.
3. STREET ACCEPTANCE INSPECTION.REQUEST FOR STREET ACCEPTANCE
AND ASSOCIATED FINAL INSPECTION REQUIRES WRITTEN REQUEST FROM
ENGINEER.THIS REQUEST MUST INCLUDE A SEALED CERTIFICATION FROM
HI-VISIBILITY CROSSWALK A REGISTERED PROFESSIONAL ENGINEER STATING THAT ALL REQUIRED
IMPROVEMENTS ARE COMPLETE AND THAT THE STREET AND ASSOCIATED
(N.T.S.) UTILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH CITY
STANDARDS AND SPECIFICATIONS.
NOTIFICATIONS:
1. PAVEMENT INSTALLATION.NOTIFY THE CITY IMMEDIATELY UPON
INSTALLATION OF FIRST LIFT OF PAVEMENT ON A PUBLIC STREET.THIS
l/� NOTIFICATION INITIATES INSTALLATION OF STREET NAME SIGNS AND
C'AND "`AND TRAFFIC CONTROL SIGNS.
C2 C2 TX 3"
Ur JOINT(NPR SAW-CUT IX.PAVEMENT
12"AWAY FROM FACE OF
EX.30"CURB&GUTTER �12"�24" 161.
N
Di j_1 v- EX15T � IX.3D"CURB&GUTTER
a I A PAVEMENT (TO BE REMOVED)
I[11 EXISTING PAVEMENT
LAP (TO REMAIN) I I
Y ��I///
m -MATCH CORRECT PAVEMENT OBE REMOVED
m I I SCHEDULE PER TYPICAL SECTIONS EXISTTINGPAVEMEN;�(
H mO i BUTT JOINT DETAIL 3
m C I 30"CURB&GUTTER WITH 12"WIDE
a /v711
ASPHAL CABC DEMOLITION DETAIL
I ,
m r I j \\I .10'x70'SIGHT TRIANGLE DRIVEWAY
�^ (fYPJ IX ASPHALT
GV
T IX.OVER
UTILITIES -
--I I- � EX OVERHEAD I)T�LITIES(TVP.)�_ .n`��
tr IX.3D"CURB&GUTTER(TYP.)
x MILLING LEGEND IX.EDGE OF PAVEMENT
EX.448"VALLEY GUTTER- - -_ - - -_- - ---/ _- -- EJC 48"VALLEY GUTTER 3
- - NC HWY 43-CHARLES BOULEVARDM-Tx3"DEEP BUTT JOINT WILL EX.PAvFMFW 175 ROPOSED PA MEW
- (1 OO'R/W 65'B/B PUBLIC) EX ROADWAY MARKINGS(TYP.) EX.ROADWAY MARKINGS(TYP:) DRIVEWAY BC DECELERATION LANE
- PAVEMENT SECTION DETAIL < C1
Q APPROXIMATE LOCATION OF EX.4"PE GAS MAIN "
10P TAPER 50'FULL WIDTH 1DU STORAGE
El
m - - - - - - - - - - - - - - - -
EX.STREET EX CURB GUTTER P - PAVEMENT WIDENING
z Z Z e 6 30 & (TY ) - - BENCHING DETAIL FORSP
4
J - - PEARTREE PEAR TREE -)PEAR THEE PEARTREE NOTE:ALLE(ISTING CONFLICTING STRIPINGTO BE REMOVED.
a s - - s-urn-F/o SHEET 13 OF 24
Oz PEAR TREE47-�"a a L40 N 15°3D'DO"W 13.55'(f TAL)- TREES(iYP.y,�, n a a a
35s.D0 IIIII IIIII Las �A{`- 1B5.m" _ EIP- CHARLES BOULEVARD DECELERATION LANE NOTES&DETAILS
NOTE:ALL PAINT STRIPING WITHIN NCDOT R-O-W SHALL BE
w L 1 L42 I m I THERMOPLASTIC AND SHALL CONFORM TO THE LATEST THE CHARLES
w O -07
o EDITION OF NCDOT STANDARD DETAILS AND SPECIFICATIONS.
w 1 0 1
❑ TREE�fi" A
1
PAVEMENT SCHEDULE A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w ow ow oaf oi0 PROPOSED 1.5'ASPHALT CONCRETE SURFACE COURSE OVERLAY,TYPE S-9.EC,AT AN AVERAGE RATE OF 16B REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
Z 6-
IT O� x OO C1 Ibs PER sq.ya. PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
O ± ±Q N C2 PPUROPOSED 1.5-ASPHALT CONCRETE SURFACE COURSE,TYPE S-9.5C.AT AN AVERAGE RATE OF 1.8 Ibs PER NO. GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
w o U 3 1-aYa
�4 V1LL I/i1� Olm a1 PROPOSED 3'ASPHALT CONCRETE INTERMEDIATE COURSE,TYPE 1-19.00,AT AN AVERAGE RATE OF 342 IBM PER `\\\\IIIIIIIIII/yv OWNER: THE CHARLES ON CHARLES,LLC
i o o _ sq.ya. \\\ N C A R/iipi
w LL o J1 PROPOSED fill CRUSHED AGGREGATE COURSE BASE FAYE_
i s s' ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
~ w o U EXISTING PAVEMENT _`= SEAL ,.a=___•��= PHONE: [phone] NC 28305
`y w w w - t-�€!c DESIGNED: IP APPROVED: IF
o V V=MILUNO(3-DEPTH) 43249 LICENSE
=-.'�-2N- �j Baldwin DesignG-349�
NGINEF... P.�•
3 DECELERATION LANES PAVING AND STRIPING PLAN °;P..........\ Consultants, PA DRAWN: MAH/MTR DATE: 04/24/2023
SCALE: 1"=30' 1ENGINEERING00-DEA-SURVEYING-BOULEVARD
CHECKED: IP SCALE: NONE
170E-0 FAST C 278 8 BOUIJ•_V56.
GREQ�MLLE NC 27858 25275fi.7390
Y

- I DEEP POOL _
�6 t �V '`- 1"�c a SHALLOW WATER (NON-FOREBAY) - -- -
nP I r AREA 182255E AREA=2.043
INV.64LE EIP II �¢ h Y�L _....4 /hP�pH`SO\ / ?.
U LC\Y t y Y L ✓ EEP POOL. .ss_ -sa.a PROPOSED PERMANENT UTILITY EASEMENT'
lVp
ITA BE OCATEDYSEWE 15'NORTH AND
TEND IN PARALLEL TO ---------------------
ITARY SEWER LINE ANO EXTENDING TO w/5:1 SIDE$LOPE$ -;r Y''r 62 5CEN CB#20 T AREA t2,150 S F r ,r- `�� �, OP 62.50 TING HO OF THE SOUTH PRONG OF !\` TINGHONSE BRAN YNDEEPOOL \� - Y- ��_ e INV. LWAYyHOOD 64.60 �Y-' Y �`F`(FORE6AY) 63
Y (PR AY -60INV.58.00 e It�Y EMERGENCY SPILLWAREP•=6.0]5SF L SSMH 9 100 5#3 1'x14'x22" 6 ,_ zL y `t'- b �Y PROPOSED 2WTEMPORARY
N'�W - .57.17: CEASED5,,, 1 sF 11 / CONSTRUCTION EASEMENTr _STONE 314-TERSERVICE / ----(GUCPOIN SERVICE _LLVALV£ (GDC POINT OF SERVICE)3/4 RPZ WATTS -' SSMH#3
LF9ANF .,r 63ZONE 2 IMPACT --- -_-_gpVCSAN.SEVJER RERVICE - ,r; \ 5 ---- �' ---- .(NEW DRAINAGE CONVEYANCE-PERMANEN _ -_ - -sH ` -AEA_ _T ------- 3 - ArEz �- \' `� - FE 5965 FE\\59.33 FEFE
ry (GRADING B2ZONE ® \�7�
o i O
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2"PVC SCH40 -__-FFw r4� INV.ei 3] I I \� \sQ5 / 77LF SWALE#1@3.18Y./___ �____ °_.� - ---_ _ - - SO rAR(P
WATERSERVICE(I R) Imo S I O _ RIPA
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2"PVCSER21 WATER
may L I \00\S _ IC' MH TD .MS\H/5 - - _ _"OPOFB ER- s 50- (NEW ORAINAGECT 8 - - ��N m - J'(\V\�S - NV.42.35
A -�JI - //--_jlF/ �5 \ / / _ _ _ - FES#1. P CONVEYANCE-PERMANENT) > - _ �2'yG ` 50 SEM`E 1°'b1 INV-52-63
INV.63.47 / z"WATER SERVIC 3m I^ _ o ,\\/\ \NE INV.54.24 AREA=330 ?C'
2"RPZ WATTS IGGC POINT OF °' `^N _ - 3� / \ D$L / _ $LIN -_ )✓"✓" `"L,1�
LF-ATT909 .) SERVICE.TYP.1 I^ __ - 03�% ' DI#6 /-NEY.IWDp IX`WOOD O.D LI E- _ s TO s
-INV.55
CB I 601� /s
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SCH 40 SAN_ HOOD 64.25 - _ - -
srrrY � I r,
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SEWER SERVICE INV.61.OD � _ - - - - • ss
9
INV 5991 3 2"BALL VALVE 3 �' ca.z 12p'x2p'SEMI-PERMANENT COIR - MEET/NG HOUSE BRANON�
(Y.) /3/ -_-(TO OA'NGHT)J- I�- - - - __--_- / / ----\ 1 ( �59_-- _ --- -.OL ..AB_MAT 90 BLANKET, L� __ fRIPTAR-PAMLICO- s O$E ♦QJ4
- e / ARIAN BUFFER 1 / H
fi"PVCSAN.INT OF �� i' ' _s '�-� i -- \ / / 1, _ -- _ FORAPPROVED EQUAL FROM TOP OF BANK 1 EEC\NG Eby \1 _
SERVICE(GUC POINT OF i i )✓�- ' \ --/ / / 1 I 1 fi0---- - (SEE DETAIL,SHEET 230E 24) '.shy \�I EOFM
SERVICE,TYP.) 's4 SSMH#4 �� - ��, sv. __�- - / I I I_ _____6p_• -_-_ .�Fp�\N ROPER
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2-
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do.a GENERAL NOTES LL I 3IY so•
-t- REQUIREMENTS FOR INSTALLATION OF POLYPROPYLENE PIPE REQUIREMENTS FOR INSTALLATION OF REINFORCED CONCRETE PIPE B' 1s B
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION. GRAPHIC SCALE r=3a'
2. WATER VALVES ARE NOT TO BE LOCATED IN CORE&GUTTER.
�V 1. POLYPROPYLENE PIPE SHALL MEET THE REQUIREMENTS IN ASTM F2736 OR ASTM F2764.1. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M
3. UTILITY CONTRACTOR TO VERIFY EXISTING EL ATIONS PRIOR TO START OF 2 JOINTS SHALL BE BELL AND SPIGOT WITH A GASKET MEETING THE REQUIREMENTS OF 170(LATEST REVISION).ALL PIPE INSTALLED WITHIN THE STREET SHEET 14 OF 24
CONSTRUCTION. ASTM F477. RIGHT-OF-WAY SHALL BE CLASS III OR HIGHER.MINIMUM AND MAXIMUM FILL PLAN&PROFILE-SANITARY SEWER OUTFALL
i� 4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN CALCULATED FROM
p�Gry,\ .)+s // kl 3. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S HEIGHTS SHALL BE IN ACCORDANCE TO MANUFACTURER'S SSMH#4 TO EX.SSMH(TIE-IN)-STA.0+00.00 TO STA-9+07.32
e \ I / / INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE. RECOMMENDATIONS,BUT SHALL NOT BE BACKFILLED WITH MATERIALS LESS THAN AN RECOMMENDATIONS.
e'O 5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR NSF NCDOT CLASS 11 OR BETTER UNLESS COMPACTION IS FIELD VERIFIED,AND BACKFILL 2. A FLEXIBLE PLASTIC JOINT MATERIAL SHALL BE APPLIED ON THE SPIGOT END THE CHARLES
LOGOS. MEETS MANUFACTURER'S STANDARDS. OF THE PIPE.JOINTS SHALL BE PUSHED TOGETHER UNTIL PIPE IS
NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT 6. CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THATALLOWS FOR
4. IN AREAS WHERE HIGH GROUND WATER EXISTS,JOINTS SHALL MEET OR EXCEED COMPLETELY HOMED.JOINTS SHALL BE WRAPPED WITH A NON-WOVEN
/ .e EO I 1 /T SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE"WATER DISTRIBUTION DEFLECTION AT THE JOINTS.MATERIAL INSTALLATION RECOMMENDATION LEAKAGE RATE FOUND IN ASTM C443. GEOTEXTILE FABRIC,EXTENDING A MINIMUM OF 12"BEYOND EITHER SIDE OF
�000 //' / i}' AND SANITARY SEWER PLAN"(SHEET 9 OF 24). SHALL ALLOW A MAXIMUM DEFLECTION OF 5 DEGREES PER JOINT. 5. ALL PIPES SHALL BE DESIGNED TO MEET A MINIMUM H-20 LOAD CONDITION. THE CONNECTION. A PORTION OF TRACT#'I,C.A.TUCKER LAND DIVISION
7. MAXIMUM OF 24"GRADE RINGS ALLOWED ON A MANHOLE. 3. BACKFILL SHALL BE A NCDOT CLASS II OR BETTER. REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4263,
/ I / 8. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND - PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
CHLORINATION TAP&BACTERIOLOGICAL SAMPLE POINT(BSP): COMPACTION AND BACKFILL 4. IN AREAS WHERE HIGH GROUND WATER EXISTS,JOINTS SHALL MEET ASTM
HORIZONTAL WATERLINE/FORCE MAIN BENDS WITH 3/4"PVC PIPE PAINTED
TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE C443.
/ / 1 BLUE INA VERTICAL POSITION OVER THE BEND EXTENDING OUT OFTHE GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE.TEMPORARY GROUND APPROXIMATELY 12 TO 24 INCHES TO ENABLE SURVEYORS TO BACKFILL TYPE AND COMPACTION FOR REINFORCED CONCRETE,CORRUGATED HIGH 5. ALL PIPES SHALL BE DESIGNED TO MEET MINIMUM H-20 LOAD CONDITION.
APPURTENANCES SHALL BE INSTALLED SUCH THAT THE ANGLE BALL VALVE IS DENSITY POLYETHYLENE,AND CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE OWNER: THE CHARLES ON CHARLES,LLC
ACCURATELY LOCATE THESE BENDS WHEN PERFORMING AS-BUILT SURVEYS.
orc2-•F --' .°z_ .r'/` SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE.UPON GUC'S APPROVAL AND g SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS WITH NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES.
I ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLES,THE TUBING AND ANGLE BALL e�JP4yP SIDEWALK SHALL BE LOCATED 2'BEYOND BACK OF SIDEWALK.
o -r _- soy' VALVE SHALL BE BE REMOVED,THE CORPORATION STOP SHALL BE CLOSED,AND A FAYETTEVILLE,NC 28305
a� . � �J- I PHONE: [phone]
CAP SHALL BE PLACED ON THE CORPORATION STOP. p
Baldwin Design C`3�E6' DESIGNED: IF APPROVED: IP
PROPOSED SANITARY SEWER OUTFACE SSMH#4 TO EX. SSMH (TIE-IN) GRADE CHECK ConsditantS, PA DRAWN: MAH/M�R DATE: 0412412023
ENGINEER NG-SURVEYING-PLANNING
CHECKED:IP DATE:04/07120223 1700-D FIST ARUNGTON BOULEVARD CHECKED: IP SCALE: AS NOTED
-68 GREEMALLE,NC 27858 252756-1390
66
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3-STORY BUILDING 3-STORY BUILDING
(6)1-BEDROOM UNITS (6)1-BEDROOM UNITS
(18)2-BEDROOM UNITS (18)2-BEDROOM UNITS -
(6)3-BEDROOM UNITS (6)3-BEDROOM UNITS NORTH
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° w `� 52 5' CPC S V 0 3 Imo, s"Pvc c-9ooR�INE
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- � � I TEE&VALVE I � 4 I 0 �-
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o N 1 69- # # HOOD 67.55 - _ -
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TARA COURT a ----- --
m I I Tc I CB#1 HOOD 68.06 4s"BEND _
I ® w c rc s„ o &GUTTER(TYP.) GUTTERWHERESHADED
s99T HOOD 6937 _ a, INV. 65.06 i - b9b1
(RNVVARIES 40'B/B PUBLIC)_ I I INV.6470 - N .a,° sue. I
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9wB999 9no Pa° 1+ao - __ 1
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F' NEW STMH I I - figs a fi5°3 a " 1 ` ''.. STANDARD NOTES FOR INSPECTION SCHED OWN ON '
f a 24"SPILLTYPE CURB& ,�., 'f 8x8"TEE
I NEW RIM 69.92 I I 11 I GUTTER WHERE SHADED Em _ ALL CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS
INV. 64.57 I n I ce#3 B"c� .„ C/L CURVE DATA C/L CURVE DATA
-" NEW INV. 64.571 I I I' _ REL9cATED unLm POLE -HOOD se.Ds Tc 3s"vALLEr / b5 bs s94s GENERAL NOTES
sfi INV. 65 23 IT FI LAN GU ER Tc / Tc 'ALL INSPECTIONS MUST BE SCHEDULED AT LAST 24 HOURS IN ADVANCE. CURVE
/ CURB&GUTTER-
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION.
°) ' - "°- � CB#5 *PROOF ROLL REQUIRED BEFORE INSTALLATION OF CURB&GUTTER. REQUIRED VISUAL INSPECTIONS: R-1ao.0D' R=1n0'
3 15k10'z10'DEEP PI°'- _ S BEND 8"PVC L-900 WATERLINE° ` s.._ HOOD 68.43 s 2. WATER VALVES ARE NOT TO BE LOCATED IN CURB&GUTTER.
°�} = a9\(ROTATED ro FrT) \= s INV s518 *CAMERA INSPECTION REQUIRED. A=43°23'38" A=43°23'38"
RECEIVING .RE PIT I - o°° sf�z° 3. UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO START OF
2j HENos" I ICONSTRUCTION-
SIPL 75.74' L 75.74'
s c �/ 9 *INSPECTION OF FORM-WORK AND REBAR IS REQUIRED PRIOR TO POURING 1. CURB AND GUTTER INSTALLATION VISUAL INSPECTION OF SUBGRADE
`,(RorATEO ro H>) ! \�.. sb so per' T 39.79' T 39.79'
Y I I I _ - 8• 4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN CALCULATED FROM CONCRETE IN VALLEY GUTTERS,JUNCTION BOX FOUNDATIONS,AND TOP SLABS. IMMEDIATELY PRIOR TO INSTALLATION OF CURB AND GUTTER. CH=S 0B'I T49"W CH=S 06'11'49"W
ll' \ II I� . WATERLINE 6'kfi"LOCKED HYORAN f 5"BEND P C® INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE. 2. STORM DRAIN INSTALLATION VISUAL INSPECTIONS OF STORM DRAIN 73s4' 3s4'
J lb,a FUSIBLEPVCG900WATERLINE EASEMENT bT� \ fib
rtsw
ao
_� TEES VALVE
OS
N N:_ w- w`.w Tc ENO of 6"FUSIBLE s•FIRE HYDRANT gy 5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR NSF REQUIRED PROOF-ROLL INSPECTIONS: INSTALLATIONS WILL BE MADE ON A SPOT CHECK BASIS THROUGHOUT
¢a 3 III t00 OF 16"CASING IDRY BORE) 1 icrt v✓ r09e PVC C-900WATERLINE NOZZLE ELEV.70.38 3"PVC S9R-21 FIRE SERVICE(TYP.) Tsw IIIII IIIII ° LOGOS
^xe"m9bING bs9r s•eEND ` INSTALLATION.NOTIFY CITY TWENTY-FOUR(24)HOURS PRIOR TO START OF
z I lLE&VALVE I I Ts / 36'x10'x10'DEEP a"PLUG IS R.I BEND 6. CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THAT ALLOWS FOR 1. SUBGRADE PROOF-ROLL AFTER INSTALLATION OF ANY NECESSARY SELECT PIPE INSTALLATION. 3c• 15- 9 30° 69 96'
m 3�o I II �� I i m.owo BORE PIT VALVEP i / Ey \ 6 69 DEFLECTION AT THE JOINTS.MATERIAL INSTALLATION RECOMMENDATION FILL AND COMPACTION OF SUBGRADE AND ANY UTILITIES: 3. STREET ACCEPTANCE INSPECTION.REQUEST FOR STREET ACCEPTANCE
SHALL ALLOW A MAXIMUM DEFLECTION OF 5 DEGREES PER JOINT. GRAPHIC SCALE 1"=30•
w zI,I I f T. MAXIMUM OF 2-4"GRADE RINGS ALLOWED ON A MANHOLE. COMPACTION OF SUBGRADE IS DEFINED AS 95%MAXIMUM DRY AND ASSOCIATED FINAL INSPECTION REQUIRES WRITTEN REQUEST FROM
w w a I�°°fi II DENSITY.COMPACTION OF UTILITY TRENCHES OUTSIDE OF THE ROW IS ENGINEER.THIS REQUEST MUST INCLUDE A SEALED CERTIFICATION FROM A HORIZONTAL SCALE:1"=30'
w 3 III o I II �2.5"PVC SCH BO B. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND
FIRE SERVICE(TYP.) HORIZONTAL WATERLINE/FORCE MAIN BENDS WITH 314"PVC PIPE PAINTED DEFINED AS 85%OF MAXIMUM DRY DENSITY. REGISTERED PROFESSIONAL ENGINEER STATING THAT ALL REQUIRED VERTICAL SCALE:1"=2'
- BLUE IN A VERTICAL POSITION OVER THE BEND EXTENDING OUT OF THE 2. BASE COURSE PROOF-ROLL AFTER COMPACTION AND FINE GRADING OF IMPROVEMENTS ARE COMPLETE AND THAT THE STREET AND ASSOCIATED
NOTE INSTALL CHLORI IO w W C I I 2.5"RPDA IN BOX(WILKINS#375
AP Vd1HIN 3.33'DOWMSTRE4 p r� I / ASTOA-OS&YWITH FOG SIGN,TYR) GROUND APPROXIMATELY 12 TO 24 INCHES TO ENABLE SURVEYORS TO CABC BASE COURSE. UTILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH CITY SHEET 15 OF 24
lV4EST)8'GATE VALVE 3 1 1 I I 2"BALL VALVE ACCURATELY LOCATE THESE BENDS WHEN PERFORMING AS-BUILT SURVEYS. STANDARDS AND SPECIFICATIONS.
(GUC POI NTOF SERVICE,TYP.) 9. SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS TESTING REQUIREMENTS: PLAN&PROFILE
la III I I 1 PATTINSON COURT P -
I 3$o I I --.. i� .e°�, = ✓ - SIDEWALK SHALL BE LOCATED 2'BEYOND BACK OF - (PUBLIC) STA.0+00.00 TO STA.2+25.64 AND
1 7• I I ` /i ,fi h_ - -- - NOTIFICATIONS: PLAN&PROFILE-"DRIVEWAY A"-STA.0+00.00 TO STA.5+89.33
d I J I 9 I /a - - P6� 1. PURSUANT TO SECTION 40 OF THE"MANUAL OF STANDARD DESIGNS AND
PATTI NSON COURT DIATELY UPON
LINEARLS"AT LEAST 1 IN-PLACE DENSITY MUST BE FEET OF STREET.TESTING IS TO BE CONDUCTED RIN ACCORDANCE MED PER 100 1 INSTALLATION OF FIRPAVEMENT ST LIFT OF PAVEMENT ON AON.NOTIFY THE CITY EPUBLIC STREET-THIS THE CHARLES
a (78'R/W 54'B/B PUBLIC) WITH AASHTO DESIGNATION T191,T204,T205 OR T238(LATEST EDITION).THE NOTIFICATION INITIATES INSTALLATION OF STREET NAME SIGNS AND
7e' NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT RESULTS OF THESE TESTS MUST BE APPROVED BY THE ENGINEERING TRAFFIC CONTROL SIGNS. A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
DIVISION PRIOR TO INSTALLATION OF THE PAVEMENT.
54' iz' SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE"WATER DISTRIBUTION y11111C A REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
AND SANITARY SEWER SYSTEM PLAN"(SHEET 9 OF 24). \o-(� R o I'll
w 5 s 26' 6' 6° 20' I� E s s PAGE 62 OF THE PIT
COUNTY REGISTER OF DEEDS
6" r-s" r•-s• _�_ GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
2.00R- 1'-6" 1'-6" -200R
3:1 -1/4"PER FOOT 1/4"PER FOOT 3:1 = _
COMMON AREA - - CHLORINATION TAP&BACTERIOLOGICAL SAMPLE POINT(BSA): _ SEAL _
',�6° 6- TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE _ 432 9 - OWNER: THE CHARLES ON CHARLES,LLC
.�s" 39"MIN. CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE-TEMPORARY $�1-„Fr � ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
4"x5'GONG. 4"x30"CABC 8"CABC 24"SPILL TYPE 1.5"5-9.58 TOP SURFACE COURSE 8"CABC COVER
SIDEWALK UNDER CURB 1.5"S-9.5C BOTTOM SURFACE COURSE 24"STANDARD APPURTENANCES SHALL BE INSTALLED SUCH THATTHE ANGLE BALL VALVE IS 1"'•NCINEEI oP���
a CURB(rrP.) cube(rrP.) SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE.UPON GUC'S APPROVAL AND 'zl�R/PA1111;O`\o FAYETTEVILLE,NC 28305
ts"s-ssc TOP suRFACE cauBSE ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLES,THE TUBING AND ANGLE BALL PHONE: [phone]
1.5"S- SC BOTTOM SURFACE COURSE PATTISON COURT PROPOSED VALVE SHALL BE BE REMOVED,THE CORPORATION STOP SHALL BE CLOSED,AND A ucENSE$
NOTE PAVEMENT DESIGN TO Baldwin DesignC-3499
ENTRANCE CROSS SECTION BE DETERMINED BY CSR'S WATER UNE CAP SHALL BE PLACED ON THE CORPORATION STOP. DESIGNED: IP APPROVED: IP
(N.T.S.)
GRADE CHECK Consultants, PA DRAWN: MPH I MTR DATE: 0412412023
"DRIVEWAY A" ENGINEERING-SURVEYING-PLANNING
CHECKED:IP DATE:01/07/2023 1700-0 EAST ARUNGTON BOULEVARD CHECKED: IP SCALE: AS NOTED
GREOWLLE NC 27858 252.756.1390
78
HOOD 68.43
- INTERSECTION �INTERSECTIO
END STA.2+2.25(PATTISON COURT)-
-OF NC HWY 43-CHARLES BOULEVARD= START STA.0+0.00(DRIVEWAY"A") I'LEY-OU7IE 48'PO
=START STA.0+00.00(PATTISON COURT) TTE LEV-6'L7 2+84-98 -
E=70.55 FE=69.32 -
68 INV.-64 5
OIE'OSEI3 -STA.-
EW 0+ N LA E ED E OF PAVEMENT C-NTERL-IN F- ••� _MA CHLINE"A
STA.0+29.00 D� -
E=69.93 - ROPOS - STA.5+89.33
a
E=66.78
_ R-AB-GRAD
LEAN OUT EXISTING DITCH AND FILL
0 1
-EX�`""T4.N!�p ROP-OSED- H _STA_0+ ITC SELECT FILL MATERIAL. -
95%COMPACTION REQUIRED. --
- -(DEPTH BE- ST 8 4 z
_ _ N -RIM-6-. _ .O
EX] A -INS 644-9 - N _INTERSEC ION(PATTISON COURT)= 268LF 15" RCP ®0.309,
-WATERU - - A.1 TA.2+25.64 "PVC C-09 0 BALE 18 RCP
a ()EP-T- €- - START STA.0+0.00(DRIVEWAY"A")= _�T 64 RLINE 0.30
PE-6AS-MAIN-MILL-L-y-LHILIki AD GRADE IND STA.35+04.19(DRIVEWAY"A") "pV -
8"x8"T-APPIN E=69.32 WATE LINE
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C-90068
ATERUNE- -
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3-STORY BUILDING 3-STORY BUILDING 3-STORY BUILDING
"BUILDING TYPE 7"
(6)1-BEDROOM UNITS "BUILDING TYPE IT "BUILDING TYPE IT
3-STORY BUILDING (6)1-BEDROOM UNITS C/L CURVE DATA
(6)1-BEDROOM UNITS
_ �(18)2-BEDROOM UNITS ,--"-- •-I 'BUILDING TYPE 2" - , - VIRP
I (18)2-BEDROOM UNITS I �� rPVC SCH 40 -BEDROOM UNITS CURVE"C"
fi 3-B\DRDDM UNITS `\ GRATE 67.04 2•PVC SCH 40 _ I I ®®®®1 WATER SERVICE I I C
() / INV.64.15 WATER SERVICE(TYP.) (30)2-BEDROOM UNITS -1 `Y� I m (6)3-BEDROOM UNITS B'PVC scH 40 SAN.SEWER SERVICE .Y TTYv (6)3-BEDROOM UNITS 4 lJ
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PEARTRE 1 69 \ . 2"WATERSERVICE ' \ r PVC SIVT SEWER SERVICE W -(GUCPOINTOFSERVICE,TYP.) � (GUC POIWOFSERVICETYP) C9072'D3'4TE
\ 6•PVC SANSEWER SERWCE 68 Go.8'SE LOCKED HDRANT \ 1E nv '6B INV.6800 - - / /bERBa INV.626p�� GUC POINT OFSERVICE11'
6'PVC SAN SEWER SERVICE TEE 8 VALVE 1y (GUCPOINTOFSEftvICE.nP) 6'FIRE HrORANT \ 24•SPILLTYERE SHAG RB\ / / 24SPILL TYPE CURBB F SERVICE nv . -
126 PVCSCH40 C.O. GUTTERWHERESHADEO NOZZLEELEV65.65 )/ r(Trp.) �s egg \ GUTTER WHERE SHADED 2 mP) a GUTTER WHERESHADEO C/L CURVE DATA
�l FIRE SERVICE(TYP.) fii.9 INV.52.00 - mm
i i m p. INv.6s.e0 ss C O_ 2"RPZ WA a = IIIII IIIII_ i / / 1 IIIII IIIII ', IIIII _IIIII IIIII IIIII IIIII IIIII
INV 6193 "
INV.65.05 LF999 TTYP.) SEWERS SERVICE - ,Q- - ___..__.__. -_ _ - - - - 2WgiER SERVICE _ ---_---_ m n ____ CURVE D"
2"WATER SERVICE ���\, ../` ELy t1.25°BEND w / 2PVC SOR-21 2PVC SOR-21 _
(GUC POINT OF �`��� (2111.25• NON HYDRANT LEG/ _ 1 ] _ IZ - A 50'3D'4
a 1 FIRE SERVICE TTYv 11 1 (GUC POINTOF SERVICE,TYv WATER SERWCE(TYP) W 8"
m T 2LF Sly 68 SERVICE.nP) BENDS 1 �rBA I 1 - Ts_a reALL VALVE
6"PVCSAN.SEWER _ LLV/LLVE \ e. H L 236.7Z
s // SCOPES 6E r"" SERVICE 1y1� P1 _ _W-W W-W-W-W-11/ W ] �W- WSW \I W-W-W-W W W-W-W w W W W W W-W-W IFmm ,N M, T 12667'
(GUC POINT OF - 50 (N �1-\-�6' w, I
1 -r. / INV. / �F SERVICE irP.l 2 ESERJ\GE / SSMH /F'NgTERUS�FE�6, I 'O / p 1_ FEMPI66.358•PVL G909WATERUNE x- �- SEWERS40 SAN ) FE fi62,1`� xFE fi5.B9 C229.34"18'S5"E
� H000 6fi-0 6•PVC SCH 4°sgx. ®®®®®®
/ o \\ INV.fi4]2 INV.61 91 ' BHP 66 N 59°34'18"E]18.]4' w 8•WC G99D WATERLINE
/ FEIHP 6666/ /
C.O. C.O. F\a Jpy`IE g7 x ELP ss3 H, I/ 370LF'+. MHITO - MH-'',-x FE i- -jam
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l 1 l 1 l YI#31 'R5\781f`yam - CB12 / /J \\ /. INV-59-881, $ 66
.7 c N�60.47��6 / I I 11 INV-99.45
GRATE 67.00 / / HOOD 65.95
INV.fi4.40 6"PVC SM.SEWER SSMH ,66 - _
SERVICE F / -
o IGUCPOINTOF FFILP CB#13 ,fib „
SERVICE nP.I 6s.42 HOOD 68.26 66 \ 1 i
"_ / / `24"STANDARD CUR 1 \� I 24"STANDARD CUR �
INV. 60.76 _ "
/ _s6 aGUI'TF..R(TYP \ 1 a GUTTER(tYP.) -
.c +
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/ \ \ '� y4, �j aGUI IER(TYP.J --- FROM TOP OF BANK
/ "BUILDING TYPE 1'• 2 p - `1V/
1)2-BED 1-BEDROOM UNITS
(18)2-BEDROOM UNITS
(6)3-BEDROOM UNITS YI#32 -
F OGRATE 66.89 ?�j FE/LP
INV-fi4.64 b� 65.94 O�
FFE 69.67
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l/ f l VV HOOD 65-94 7- 'v. _,� e� _' y^•"`�~ _
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¢ SBEND "
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../� \ % FIRE SERVICE(TYv B e / ;t \ �C\E - / 1
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67.6
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///// vFE 6s9 IIIII B - 68
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•REND LocKED C';6a HOOD 66.48
HYDRANTTEE.-- - - INV. 62.24
°BENp N•HRE HYDRANT ..,BMW
DZLIE ELEV 6960
� ] I
24"STANDARD CUR E��x FW N57"04113•E123.14'_VI�TW-W� 225"BEND a 'O
FE66]B FFiLP'� 24"STANDAR'OURB ��o .� .sa.L 3GRAPHII:tSCAlE:1•=30'
a GUTTER(fYP.), = n x °t)25•BEND fis fis a GUTTER(TYP.)
¢mw 6w0 - GENERAL NOTES
HORIZONTAL SCALE:1"=30'
\ _ / 1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION. VERTICAL SCALE'1"=2'
CB16
' =dM 17 _ HOOD 66.67 _ +aa s 2- WATER VALVES ARE NOT TO BE LOCATED IN CURB 8 GUTTER.
F 1Oy 67.05 _ / s5 "INV.62.92 - *0 _ 3. UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO START OF
a '13.55 - - - ��-% _--- SHEET 16 OF 24
�s
/ coNTARY SEWS PLAN&PROFILE-"DRIVEWAY A"-STA 5+89.33 TO STA.16+00.00
4- SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN CALCULATED FROM
INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE.
5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR NSF NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT THE CHARLES
LOGOS. SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE"WATER DISTRIBUTION
6- CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THATALLOWS FOR AND SANITARY SEWER SYSTEM PLAN"(SHEET 9 OF 24). \\yHNINNI(q
DEFLECTION AT THE JOINTS.MATERIAL INSTALLATION RECOMMENDATION t43249
SHALL ALLOW A MAXIMUM DEFLECTION OF 5 DEGREES PER JOINT- APORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
7. MAXIMUM OF 2=t"GRADE RINGS ALLOWED ON A MANHOLE. _ REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
8. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND CHLORINATION TAP&BACTERIOLOGICAL SAMPLE POINT(BSP): = AL PAGE 62 OF THE PITi COUNTY REGISTER OF DEEDS
HORIZONTAL WATERLINEIFORCE MAIN BENDS WITH 3/4"PVC PIPE PAINTED TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE _ GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
BLUE IN A VERTICAL POSITION OVER THE BEND EXTENDING OUT OF THE CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE-TEMPORARY = j
Ia
APPURTENANCES SHALL BE INSTALLED SUCH THAT THE ANGLE BALL VALVE IS '�C4'+y'1'C I NE6.4."•P`��
GROUND APPROXIMATELY 12 TO 241NCHE5 TO ENABLE SURVEYORS TO OWNER: THE CHARLES ON CHARLES,LLC
ACCURATELY LOCATE THESE BENDS WHEN PERFORMING AS-BUILT SURVEYS. SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE-UPON GUC'S APPROVAL ANDpA'I,
9. SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLES,THE TUBING AND ANGLE BALL ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
SIDEWALK SHALL BE LOCATED 2'BEYOND BACK OF SIDEWALK VALVE SHALL BE BE REMOVED,THE CORPORATION STOP SHALL BE CLOSED,AND A FAYETTEVILLE,NC 28305
CAP SHALL BE PLACED ON THE CORPORATION STOP. PHONE: [phone]
"DRIVEWAY A" - Baldw�iin DesignF 98 DESIGNED: IP APPROVED: IP
GRADE CHECK COMUltantS, PA DRAWN: MAH/MTR DATE: 04/2412023
ENGINE RING-SURVEYING-PLANNING
CHECKED:IP DATE:O4/072023 11 -D FAS(ARUNGTON BOULEVARD CHECKED: IP SCALE: AS NOTED
GREPIMLLE NC 27858 252.756.1390
-74
I I `
LEAN OUT EXISTING DI CH AND FILL
WITH SELECT MATERIAL
95%COMPACTION REQUIRED)
MATCHLINE"A" C N OUT EXISTING SWALE AN
C STA 5+89-33 3 EST• t FILL WITH SELECT FILL MATERIAL. CHLINE"B"
FE=fi6.78 _-62 - - 95%COMPACTION REQUIRED. STA.16+00.00-
"Z1.2 T-STA-8+1-4 73
FE=66.2
VA
C - -F -I-P=ELP/-6-7-2 -HO-D-65:94 T. 1-i-13kr6 ROP 1- 'GRADE b1- RO
57-1 IIO
STINIG
66
18"RCP
z
0
120LF 18"RCP O 53�
110LF 18' CP®0.627
_-8"PVC C-900
E - WATERLINE WATE NE C C-900
WA�DNE
17F 18"RCP®0.62 I _
EtE
°i62
eLF 24"RCP®0.30% 96LF 24"RCP®0.30"
196LF 24"RCP® .30% -
"PVC SAN. 43LF 24"RCP®0-30�
EWER
SERVICE
- 252LF 24" CP®0.419,
s
w M- 366LF &PVC SAN
8'PVC SAN SEWER 00-53 :::::::T�1SEWE SERVICE
0
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r

3-STORY BUILDING 3-STORY BUILDING T-SCH 40"BUILDING TYPE 1 UILDING TYPE 2" C/L CURVE DATA C/L CURVE DATA C/L CURVE DATA
" "B WATER SERVICE(1rP.)
p®® (6)1-BEDROOM UNITS (30)2-BEDROOM UNITS 2"RP2 WATTS
(18)2-BEDROOM UNITS a5^Pvc scx e9 `To' - O i'1_� LFe99(TYP.7 .as.3+ / 6% v - / zI ORS CURVE"E" CURVE"F" CURVE"G•'
FlRE SERVICE DrP.) y'P �' 6 rWATERSERVICE / '� zs Pvc scH ao / 3 / _ - 1� I I N R 118.50' R 168S9 R=50.DD'(fi)3-BEDROOM UNITS (GUC POINT OF JP FlRE SERVICE(TYP) i4 qqq
I O 2S RPOA IN HOT BOX(IM IG.. 1 T - A=17"00'35" A=50"20'05" A=75'49.46"
5 AS"IM-055Y WITH FOL SIGN,TYP.) `y 1 ,I� /FFE=67.67 SERVICE,ttP.)� �� m mp.� 2S RPOa IN HOT BOX('MLIUNs �\ \ /%j �I>O� _ #1 O�II PG 1'�
2 BALL VALVE m z-BIW.v WE , 6"Pvcs SEWER time' 4? � x1]s ASTOA-0sar wrrH Eoc \ \ ^/ 2e��H7-AG �/^1 Irn V,06"I• L 35.18, L 148.OT L=66AT
.ERVIGE(GUC POINT OF C �y� SIGN, P) O G > 1 o T=17.72' T=79.1T T=36.94'
(G-POINTOFSEIVCE,TYP.) - / ^\ ARE
rBALL VALVE / \ �( OQ �> 1 FFE=68.67 (GUC PoINT OF.ERWCE,TTP) *�„ SERVICE,ttP.)m ry 49.� - CH=N51"04'01"E CH=N 17'23'41'E CH=N45"41'14"W
(GUC-68 ] 7 , b ¢� .F r PVC soft zPoYP)E sERVLc�ttP.)/ *ss \ \ A� O 'O6• G` - / I _ 35D5 14331 61.45
ra, -� � � � 6 FIRE SERVICE(TYP_ / �\ \ ab.) yG~>T p_
24"MU_WPE CURBS 24"SPILL TYPE CURBB 1 O SW 30ry,�F _ .\ -
a GUTTER VVFiERE SHADED a a GUTTER WHERE SHADED I a SCN�\yJ�� 2/9 JQ- \a4 \ �i / \ \ / DI 22 \\ CB#21
mllll l v JG 6 R,Y i /G 24"SPILL TYPE CURBS \ / GRATE 65.00
b IIIII IIIII IIIII IIIII IIIII IIIII IIIII 5° aP�e\"\ 90 INv.ea16 m _ HOOD ss Do
�m
�� SSMH 4 6°' \ // /GUTTER WHERE SHADED, \ / / I
s 2O \ '-- T```\ \, �T. '�'-s V _ (24"RCP)INV.59.40
$O U­.
// 5 \ # /FE64Ta/ \ \ (30"HPS)INV.58.40
)O9 - a / (36"HPS)INV.58.90
LOLI�O HYORAM � 5��GDRE HYORANr I G m )OD 65.17\-) V.58.42 \-W-W-W-W-wmo-WWWW - WW-W-W-W-W-W-W-WW67(.F MH TO�: MN 59"34'18"E]1B.]4' W PVC I-0 WATERLINE Z om 66 (IYP) FEMP 6563 6•PVL C 900 WATERLINE �uRVE"E.' ��+'FE 64.96�% fia/'` \\- 'G t / TGHL NE"O"
* FE 65.B0 FFlLP 6525, - FE 6433 ��� S �� \FEMP6\ 2PVG SCH 4a 21a
Jmw ><- 422LF'+ MH TO- ME -"� �- m� WATER SERVICE(1YP) STA � 241
-S-s-s-s ems-v pss- ss` s-,] s-CB9 5-s-s-s,e+oo-s-s-s-S-j-SSMHµS - s i `z i C.O. (SEE1 HE +- GENERAL NOTES
s
• E fi4.89
t
-_ _--- I1
-_ _-- HOOD 65.77 +c,a _ 65 I �q\, �Pvc scx 4o saFisEWER SERVICE \ b^ (1 1 1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION.
66 INV.58.42 ISO �� *ss\ T'sy4• > r RPz V a II r^ 2. WATER VALVES ARE NOT TO BE LOCATED IN CURB&GUTTER
I - S LF909 DYP
24"SPILL TYPE CURB
r WATER SERV LE) GUTTER WHERE SHADED 3 UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO START OF
Il +e /4V_ m CONSTRUCTION
CBpB I ,� (GUC POINT OF
- / HOOD 64.55,/ \ s / SERVICE,rYP.> - Fsn `H 4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN CALCULATED FROM
24•STANDARD CUR 2a"STANDAHo CUR m7 INV.57.54 /© \ �j ,•y 6•PVCSAN..EWER �\ -- S I INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE.
8 GUTTER(TYPJ 1' 1 / I 8 GUTTER(TYP.) 7 \ s \ ,�P" SERVICE(GUC PoINiOF 6 66 \ z1a17T� 5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR NSF
IX.WOODSLINE / '� I` / -- 4• Q� .ERVILE Trn.):5, 1 PT 5ta t
_ 1 LOGOS.
Qcys 6. CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THAT ALLOWS FOR
/ y0NE7 _ /� � c.o. sE�'�ma�) 1 y � Y�-�=_ DEFLECTION AT THE JOINTS.MATERIAL INSTALLATION RECOMMENDATION
E\ / 7s9.e1 SHALL ALLOW A MAXIMUM DEFLECTION OF 5 DEGREES PER JOINT.
ZON - N�. 24•STANDARD CU FEfis_\ �z s - 7j7i �tp I I 7. MAXIMUM OF 2�"GRADE RINGS ALLOWED ON A MANHOLE.
PAMUcO - - 8. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND
wo l w Q �• 225"BEND J�
�' - RIPARIAN oFFBPNK - - .9Ery
ss s t sEwER seRwcE 11\. G 1 c BLUE IN A VERTICAL POSITION OVER ITHE BEND EXTENDI GCOUT OF THE PAINTED
8 GLITTE P. `�
ORCE
N BENDS WITH
PIPE
T Oti E6q.96_ UmF \ 2Br\LLVALVE \ DNE W vN-VE GROUND APPROXIMATELY 12 TO 24 INCHES TO ENABLE SURVEYORS TO
;ry0005UNE �MHp (,REee MZ N= 6,�L�N1YwFE ss.zS _Grp SSMH/J9 ACCURATELY LOCATE THESE BENDS WHEN PERFORMING AS-BUILT SURVEYS.
_ 1"PE WATER SERVICE
s 9. SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS
- �" -. •_,.'Y, -1,L�ti �L _ _ -ice '�� �, _ +e` GEFASEMECO� 67LF'k MH TO MH>U�i E64 ar E64.se \WUR-� s s ��
SERVICE
sArv_ SIDEWALK SHALL BE LOCATED 2'BEYOND BACK OF SIDEWALK
F-mw
.EWER SERWCE
�Hp_-zO+BB i27LF - \ S-Pvc sAx_SO-RSERVICE
(GUCPoINTOESERVICE)
_- / i \ � �`\` _ / l \ !� ----� � +si_ I'VOp I i' - � ___ 1 p 3r4•WATEIi.ERWCE
CB�B 1 c\ �6 (GUC POINT OF SERVILE) NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT
HOOD 64.55 4 \ c.o. -_ 1
_------- __ _ INV.57.54 - INv.61.a] \_ 3,S•RPZWArrs SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE
"WATER DISTRIBUTION
_
--d------' �-' ------- � � � -----------'�- ----- IIIII -- LFe6s(rrr) AND SANITARY SEWER SYSTEM PLAN"(SHEET 90F 24).
HOOD 64�5 \\ I -_ _ HOOD064.fi0 I
Ah`-til,l,tlJuh, -V`.1,1
\ ���� �- - INV.57.25 \ INV.58.0G
+-L-L,t✓ �� \\ \\ \ --- °_ �1 -� I CHLORINATION TAP 8 BACTERIOLOGICAL SAMPLE POINT(BSP):
_____ _ .EWER.ERVICE
--_ __ _ _ I - \ \ `\ / TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE
` CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE.TEMPORARY
APPURTENANCES SHALL BE INSTALLED SUCH THAT THE ANGLE BALL VALVE IS
ALLY �- 1 `\ \ \\ \ I SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE.UPON GUOS APPROVAL AND
ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLES,THE TUBING AND ANGLE BALL
} ` )( INV.64A]5 EIP VALVE SHALL BE BE REMOVED,THE CORPORATION STOP SHALL BE CLOSED,AND A
\` \ ' GATE 54.07 \ I 2®200R \65
\ L / INOppFO _ `�\� \ \`\ DI/6\( I CAP SHALL BE PLACED ON THE CORPORATION STOP.
wsue )J- \\ \ \ \ -- \\♦ ss"I - nrt \ \ C BS W 58NE E SLOPES m
\ \ Fx ` \ \ V /51 SIDE
\\, \ ti 6^- 64 ® arc is 0 arc 60'
\ "`hSC/ �� i.J.�"r."ti_.LL ss• I-� roi t6Q 30/'cA4V4 ` \ - 1. \ \ \ dd \ S 65
HORIZONTAL SCALE:1" 30'
VERTICAL SCALE 1"=2'
SHEET 17 OF 24
.INV.57.77
PLAN&PROFILE-"DRIVEWAY A"-STA 16+00.00 TO STA.21+50.00
---- \
C m
1 INV.61.97m INV.56.75K i
��. THE CHARLES
`)mmxu„R A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
S N w?Rp�n�� REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
PAGE 62 OF THE PITi COUNTY REGISTER OF DEEDS
SEAL GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
43249 OWNER: THE CHARLES ON CHARLES,LLC
�c- 3
ca`„gcll+�,E„op ADDRESS:639 EXECUTIVE PLACE,SUITE 400
"'nR P nn 60" FAYETTEVILLE.NC 28305
PHONE: [phone] E#
"DRIVEWAY A" _ Baldwin Design,,LLCC598� DESIGNED: IP APPROVED: IP
GRADE CHECK -•. Consultants, PA DRAWN: MAH/MTR DATE: 04/24Y2023
ENGREBNG-SURVEYING-PIANNRIG
CHECKED:IP DATE:G4/07/2023 1700-0 FAST MUNaGN 252_756B CHECKED: IP SCALE: AS NOTED
GFMMUE,W 2785E 252756.7390
ATCHLINE"B"
VI STA.16+00.0 MATCHLINE"C ATCHLINE"C"
E=66.21 PVI STA 19+50.0 VI STA 19+50. MATCHLINE"D"
-PROPOSEFE=64.67 E=64.67 -RG- VI STA.21+50.
PC-C-FE=LeP--64.9 PRC-FE=ELLV.-65525 FE=64.8
i2GAD-GRAB 8 CLEAN OUT IXISTING fiCH AND FI
T. WITH SELECT FILL MATERIAL. -
_-- -H. 0.$ 95Y COMPACTION REQUIRED ISTING GRADE
-- A-t9+9-1 6
U
8"PVC G
ATERLI 8 VC C-9 0
WATERLINE _
8"PVC C-9
A E
60
52LF 24"RCP 00.41% 34"HPS STORM
E 791LF 24"RCP 0.467 6LF 30"RCP
E 6LF 30"RCP®0.30%
i
-418LF 8"PVC SA - S "PVC N.SEWER
K'ER®0.45 3LF 8"PVC SAN. SEWER®0.54%
v 3LF 8" VC SAN. 123LF 8"PVC SAN- EWER®0.45%
SEWER ®0.5.
313LF 8"PVC SAN.SEWER®0.4554
0
STA. 19+04-AD
3 -
5 I RIM-6.
i
m
N
i
I
--
i -
3
i 15+00 16+00 17+00 18+00 19+00 18+00 19+00 20+00 21+00

6"PVC SCH 40 SAN. T'PVC SDR-21 WATER PING
qq SEWERSERVICE SERVICE(IYP.) 3-+`TQRY BULL E1" ----
ALLVALVE �' e'PVC SAN.SEWERSERVICE /' 1 �� o"'T ••BUILp1NG0 UNITS 1 1pvv e \ I \ / I IT(� \ _ IaJNUJ _
- +
a (GILL POINT OFSERVIGE,TYP.) - , / 1 Jc BEDRD UN1TS1 DI#26y0 I
1/1 E a°D s 1 11 GRATE 65.51 'o \GRATE 63.00
&% m CO. I 1 ul T,/ 1 ) pBE UNIT GRATE
6 51 l IP-
�" J-� 181 OOM 1, INV-63.75 r se F \
�� 2 WATER SERVICE 1 (613'B I INV.61.51 o° 8' I a� I
INV.62.84 0 AL SOLE 8"PVC®0 83% \ o I o I 6 z p =�L_ o A
T �n )"`� `t I mm �k BP GTA.O+OO.ODi
CI 2 ftPZ WAITS ' T L 1 (,l- 'g - 1
h/ LF909(TYP.) _ ifi Q 2 YI#38 s GO I R` a \ Vol LJ o O
'Al{�N P \ - sB` -FFE 7t1.25
r / fi PVC SCH 40 SAN SEWER 1 B�11p1NG 1 1 A' GRATE
�d '2� GRATE.75 YR37 \ INV fi5 B0 // \ I Ne
�y RY 2'• GRATE fi526 E INV. fi3.75 GRATE.75 / \ "
F m C.
STOUMG TYPE ITS 1 T INV.60.7fi �O\' \ C.D. /�351F SWALE#6®d51R
/
cy, 5 SLOPES FIFE
INv-sa</ I L� (3o Z�BEOROOM UN 1
'INV. 637 � Irvv.sszT \w/5:1 Sloe
\�ry1Jy F z"Pvc s_4o -' _ 6 1 LF 24 HPS®0.3% # - y -GRATE 67.75 B 69:SwAL6 n-
\ry - ` WATER SERVICE(TVP-1 1 1 1 O / y INV.64.00 / ^ 9
DI 25 y INV.66.43 C.O.
GRATE 65.80 INv.w.sa
INV. 61.30 Iy y c� sa
® y INV.65.62 I
PRC3TA20.51.SB 6. �G W y 9 69.
II o.6 rz®O y I I 3STORY BUILDING \\ 525 INV.3.93 MAIL I .C'
NIF \\\\\ 67 /� / Q g S CENTER = - _
^�
._. 3STORY BUILDING I I y "BUILDING TYPE 2" �6 y \ I/
"BUILDING TYPE I" I 6 3 TOR s9
I KIO6K
y f I_ (30)2-BEDROOM UNIT I \ / I "BUILDING ryPENG / III I IIIII IIIII
9 r UNIT
S y - _
q fib I \�O\' I II 118)12 BEDROOM UNITS I ® rr- - w cE -
ti ® y_v1 I I. ® I IYI (8)28EDR OOM UN _ ]s IIII6
S a yy DI#� GRATE 696 I I (fi)3-DEDROOM UNITS I y FFE=fi9 - ( (T\"7 v sa 6
L' I .�a (1 BEDR ITS / z'PVIB.94G C 9
GRATE 65.00 1 1 _-T� < I - � .67 �-� �T I fi)3-BEDROOM UNITS I� aTERSPERVI ND'
`I7_ _
INV.60.46 m rT I I O I I L1 Wa N -__�I L -(__-__L J I INv y®S �JI I I
INV. 60.16 10
ss ;moo GU SP/7 \ 10 LF 24 HPS®0.309 .J I FI I 1 J __ _ =N I II s'Pvc scH4B sgrv. �' - CB 42 6y- /
�S� 64.n sc0 h L,` Pe QO• \m • _ 1 �� I- �1� wa I I I1T / # O FFE'69.00 J W13 F- FFVCSGH 40SAN-_ C.O. L
LJ W n I al T SEWER SERVICEIS NV 65.80 FFE_] (SEWER SERVICE HOOD 68.50
SF_RvlcESC­(TYP.1 N ,s]I l� 1 - 0� I LJ m SWALE / \T� 6g_ V.65.75
1 _ _f INV.68.43i g9 IN
I S1 2'RPZ WATTS 4J 3
S �y5 S 9 b 5 I I 25 PVC SCH 0 I I I LF90B(TYP.) 8"PVC SCH 405AN- I /
® • / �. I _ TL' FIRE BERVICE(TYP.) 2"WATER SERVICE SEWER SERVICE -1 / \ - 25"PVC 3CH 60
c D INe 64 Bo - I swA32 P g'l\
Z'PVC SCH 40 I I 2s"RPGA IN HOT BOX(WiLKINS I I (GILL POINTOFEERVICE,TYPJ INV.67.32 ry 2"PVCSCH 40 I I \ / a FIRE SERVICE(TYP) -
\FE 0 6"PVCSCH405AN. WATER SERVICE(IYP.) I I ip]S AST➢A-0s6Y WITH FDC I 6-PVC SAN.SEWERS 1CCEE,IGUC
6605 \, SEWER SERVICE I I SIGN,ttP.) I W 2RPZ WATi3
TI 2"RPZ WATTS POINT OF sERVICE,TYPJ
B PVC SAN.SEWER LFE9(TYP.) I I I I G.O. LF909(TYP.) I / Bk6"LOCKED HYDPANT
3gbB+ �11 SERVICE(GILD POIM OF I bila INV.6210 I I / TEES VALVE
RE-RANT
\ S VC • C.D. e'kG LOCKED HYDRAM® �1. SWACEttP)ICE (N4 /NN pO� o
SERVI61.43) (GUC POINT OF SERVICE,TYP.) W P® (GUCP / NO I]]F ® I I TH FOC SIGN,ttP)
Ig 1T "I 25"RPCA IN HOT BOX _
Q, SHALE
R Po 69
(0 6S `SPI✓4T
-
() 4 F ASTGA-038Y •((#43T - ---
� ss c� 4 -_ NOZZLE ELEV 996C v IIIII IIIII _ N IIIII IIIII o / 60 LIU GN V.65.53 Go
hTO�` ---s_- IIIII 24"SPILLTYPE CURBB N I - Q---_ _ \ 2 BALL VALVE 69
i
HOOD fi5.00 SEWER GERVICE -- a IIIII - z"BALL VALVE g�
24"RCP INV.59.90 sT Iq 41yzPo\ m "' IIIII IIIII \ > - 2•PVC 300.-21 6 GUTTER WHERE SHADED `"].e a�6 Z'PVCSDR-2, C.D. F' \ '� SERVICEIN�OF
( ) qLF 11.25°BEND 2'PVCSOR- _ 'Nl FIRE SERVILE IT'!P) IGUC POIMOFSERVICE.TYP.)� B INV.6243 U ----I (.- _ Illll�)/I m 2'RPZ(W�
,.s (30"HPS)INV.59.40 3p \ wATERs 21 - ,etl �wATEn sERVICE(TYP.) -
'N 2"BALL VALVE
_._ ....- t1.25°BEND 5
VALVE B'PVC G900 WATERLINE /\'±� `2"BALL VALVE fi"PVLSIN.OF SERVICE.
E ) )
ERVIC - \ 2'OALL _
(3fi"HPS)INV.58.90 /YPS S ?,BALL E(ryp) \ NOTE.INSTALL BSP (I•(P.) -M ....-AI (TYPj (GUC POINT OF SERVICE,IYPJ \ (GFVIC1, OF ATER SERVICE --
\ Vql ON HYDRA LEG ' FE "FE �M -�(�M \�- / SERVICE.TTP7 y /(GUC POIM
6j D.3p sy. 66F / \ �I( fTVP.) \ 6] N URVE'I' SSMH//12 DF --I: -
\ \ ` p0 WITEPtE �s] 755.36'/j B'PVC G9pO WATERLINE'g-M-M �++M a \\ SERVICE.TYPJ -
11.25°BENG fi] 51-5 2 CURVE"
CB 35 S. FE �M�M 6T. fi7 A�M 0'PVc L s Fe -� S 6-z]+00 5-S- S_ - -� J" INV 10 \
• -HOOD 65.43 6612 PVC GgOp JATEgLI E cE �M•-�i!'-M S - S�5 � 2'p 21 625oR- \ CB 41
66.e6
zs+6B�S 265LF w MH TO µ MH S S 1z9+B6-S-FEb'se I_,� �41 PIRESE VOSOR- 2'Pvc
SSMH#10 G-24+0 F5 r66.]] SAS:MH R`VCSOR-21 2"BALL VALVE SSMH 1 RVICE Nyp. SERVIC 21 Wq R #
INV.59.83 OS- H 25+00-�S _ # S_1 WAT • E -
ss w MH TO 4_MH-CUFFVE" S� LF _. / - (TYP.) _ I\ �raiE SsoaLLUALVE m j ( )
' 117LF S _ - uc - m'PJ a\. -HOOD fi9.17
srm 56\\T 66.66 S MH TO i_ \ WATER SERVICE(TYP.) _'�4( 8 M )
S�_S 6,\ - I \ _ 6"PVC SCH 40 SAN: -- - 1 12"HPS INV. 65.42
93 / _
.66s / fi1T SSMH#11 _
--
_ SEWER
SERVICE I 2REV '00 SBENO � (18 V
�RCP®0_30 - - _ _- - cElT1P./I6 H TO';. M11H --S�C-_ 7- 'iE -:.1 6s.z0 �(1RCP) INI.
\ EI 3ERvi SLF� M 65.97,
/ - -- ® _ - Ey 1 W n gTERLINEM
CP®030 -� 31apB
/ 70- HOOD 67.84 =aw FE �'-'D T'M }. '
6T - D. # 6 ® 2"WATER SERVILE U = 78 11�6a 6"PVC C 900 W 60.4t Q S 74°3000'W 72 00
# 130LF s szwB- -S-
24"STANDARD CURB II INV 6640]' 2�m _~S_S�5 MH TO MH\-
�68 / / >b CB 39 II W�^o SSMH#14 I I-X-
/ 29"STANDARD CURB \\ 8 GUTTER(TYP.) 1 k EP STA a2+6B.09
/ CB 37 / 244 SSMH#15
&GUTTER('IYP.) O CB#36 \S (30"RCP)INV. 665 6p L ------------- �cs4 (18"RCP)INV. 62.74 m iF-mm RCP \
/ \ " HOOD 66.50 (GUC POIMOF QU,W ®07 4
SHALE -I-- HOOD fi5.96 s ) SERVICE,
� (24"RCP)INV. 61.50 � s^ N.SEWER SERVICE (24"RCP INV fi224 � 89,
\INV.67.25 ` ,o INV.60.40 - (GUC POIMOFSERVICE TYPJ (12"HPS)INV 63.24HOTBOX
� 2.5"RPDA IN
! fi PVC SCH-SAN. 20LF 12"HPS®400% g _ �-
- /(78 TIPS) INV. 62.00 �y I I SEWE SERVICE
INV. 64A4 J g ASTnA-0DSaY WITH FDIC 24"STANDARD CURB-]
/ _7O _HOD f i /
2"WATERSERVICE # SIGN, 8 GUTTER(TYP.)
45-
__.---_-_-----_- \65LF / RATE 670fi fi9 _ «a, -
w S. �72® bT I ® /� _ (GILLPOINT OFSERVICE,ttP:) I tom/ _ _ CBg40
SIO 0 3 V -0 \B
70 0 69.27 70
E SLOPES 6� \\ \ N _4 2LFso9IrvP1 3-STORY BUILDING 2.RE SE VIC eG INV.64.64
F�3WALE \ x Ea -- "BUILDING TYPE 1.. FIRE SERVILE(ttP.l �i SHRUB--
"BUILDING �
INV.67.00 (6)1-BEDROOM UNITS SHRUB
(18)2-BEDROOM UNITS 90°BEND CA
K a_6°
(6)3-BEDROOM UNITS oAK z4^DOUBLE-----_
GENERAL NOTES SHEET 18 OF 24
1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION. NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT PLAN&PROFILE-"DRIVEWAY A"-STA 21+50.00 TO STA.30+50.00
2. WATER VALVES ARE NOT TO BE LOCATED IN CURB&GUTTER. SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE"WATER DISTRIBUTION
3. UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO START OF AND SANITARY SEWER SYSTEM PLAN"(SHEET 9 OF 24). THE CHARLES
CONSTRUCTION,
4. SANITARY SEWER PIPE LENGTHS AND GRADES HAVE BEEN CALCULATED FROM \\\UIIIIII//
INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE. CIL CURVE DATA C/L CURVE DATA C/L CURVE DATA C/L CURVE DATA CHLORINATION TAP&BACTERIOLOGICAL SAMPLE POINT(BSP): vwv\t Nc"A,Ro/''qi�
5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR"NSF TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
LOGOS. CURVE"H" CURVE"I" CURVE"J" CURVE"K" �2. REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
6. CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THAT ALLOWS FOR CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE.TEMPORARY
R=397.DU R=1003.0D' R=503A0• R=997,00' APPURTENANCES SHALL BE INSTALLED SUCH THAT THE ANGLE BALL VALVE IS _ SEA PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
DEFLECTION ATTHEJOINTS.MATERIAL INSTALLATION RECOMMENDATION A=33'21'15" A=11°2T23" A=71°18'33" =11"18'33" SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE.UPON GUC'S APPROVAL AND = 43249 GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
SHALL ALLOW A MAXIMUM DEFLECTION OF 5 DEGREES PER JOINT. L=231.11' L=200.55' L=99.28' L=196.79' ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLES,THE TUBING AND ANGLE BALL
/'-
7. MAXIMUM OF 2A"GRADE RINGS ALLOWED ON A MANHOLE. T=118.93' T=100.6T T=49.80' T=98.71' VALVE SHALL BE BE REMOVED,THE CORPORATION STOP SHALL BE CLOSED,AND A �''.G'vcFNGINEE„`�soPC OWNER: THE CHARLES ON CHARLES,LLC
8. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND CH=S 79'43'15"W CH=S 68^46'19"W CH=S 80"09'16•'W CH=S 80°a9'16"W CAP SHALL BE PLACED ON THE CORPORATION STOP. '''�R„"A'L'f O`�o
HORIZONTAL WATERLINEIFORCE MAIN BENDS WITH 3/4"PVC PIPE PAINTED zz7.es' zoD.zz• s9.t2' t9s.a7' ///uuum, ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
BLUE IN A VERTICAL POSITION OVER THE BEND EXTENDING OUT OF THE FAYETTEVILLE,NC 28305
GROUND APPROXIMATELY 12 TO 24 INCHES TO ENABLE SURVEYORS TO
ACCURATELY LOCATE THESE BENDS WHEN PERFORMING AS-BUILT SURVEYS. 30' 15' a av So. PHONE: [phone] q
9. SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS Baldwin Designs�"3499' DESIGNED: IP APPROVED: IF
SIDEWALK SHALL BE LOCATED Z BEYOND BACK OF SIDEWALK GRAPHIC SCALE 1"=30'
HORIZONTAL SCALE:1"=30' Consultants PA DRAWN: MAH/MTR DATE: 04P -13221
"DRIVEWAY A" VERTICAL SCALE:T'=2' GRADE CHECK ENGINEUING-SURVtl1NG PUNNING
CHECKED:IP DATE:D4/07/2023 1700-D EAST ARUNGiON BOULEVARD CHECKED: IP SCALE: AS NOTED
GREDMLLE,NC 27658 252756.1390
g- MA CHLINE"E
A-MHUNE"D" = VI STA.30+50.0
VI STA.21+50.017 FE=68.27
70 E=64.89 C8#39 70
PC
CL N OUT EXISTING DITCH AND FIL DOD--666- STA. OD 68.78
WITH SELECT FILL MATERIAL. 24`RC NV- _E HOOD 87.84
(18" RCP) INV. 62.74
95/COMPACTION REQUIRED. -(3B"=R V-6-1-0 (24" RCP) INV. 62.24
E - -18-HPS. INV.-62 (12" HPS) INV. 63.2 N
-GRA1H__
_ 86-4 (STING GRADE
0
-INV.-58AO H-OD-Fr. --- -
_ N. -PROPOSED z
---- N I GRAD
-CENTER NE-0 61
w_
�1VATERLINE
244LF 18" RCP®0.782
z D ATERLIN
F7)-FULL-d IN7 0� -€ULL JOINT OF - 246LF 4"RCP ®0.30 e
^ VC C-90 198LF 30"RCP ®0.30%
g^PVC �NATERLINE
_WATE LR IN
190LF 30 RCP®0.30%
144LF 0"HPS®0.30
z -
179 36"HPS®0:50
- 61LF 8' PVC SAN.SEWER�0.78%
T NATFRIINEE
261 LF 8" PVC SAN. SEWER
6"PVC
SEWER SERVICE S
J6i _ 189LF B" PVC SAN-SEWER 0.45% -
E1911EE3
107LF 8" PVC SAN.SEWER 0.45% RIM-6 .
O PIT In
EC
313LF 8"PVC SAN. SEWER®0.45% - -
- -
STl-. 2-+74.78 -F
RI -65795- MH#4-1 NV-
INVNV1 -5
INV.OU-56S
6.80
. IN-57-24
-' - -
3
i
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45
it
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i
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i
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i 21+00 - -- 22+00 -- -- 23+00 24+00 -- 25+00 -- -- 26+00 -- -- 27+00 - 28+00 29+00 30+00 31+00

SSM #141"1 -,7a 7- - _-
�5?F OnK 3e^ \DNS tIB -- / _ G i-STORY"CLLUB HOUSE NO -
RATE
68
O - - -
I ^ 0®048s 12 4 S. CREPE�YRTLErI .� II•N.fi5.5313 �` NORTH
F /
- '
-10 P CB#5/. I \,-.i ---- h=B �I I \ fig G13e
I N030 I HOOD 68.431 sv \ I II
313UON00 _ INV. 65.18 PC STA-0+2b.77 -M / II p o m\I YI#34 fi7
GRATE
❑ r _ w CB#3 INV-64.7550-
I o p N HOOD 6 06
¢ - S 15°30'00"E 2fi. '
o 79 a
A I SH
w INV. 65.23
U Q
o
h m 1 W
tlsT 6 a o y m 11 4^ 1111\ o0uaod -_p
6s h U U e STA DwD OOI n 77 U -
#8®0.51R Ia - ..
31
SLOPES I� 3m 4OLF 18"RCP CLASS IV
INV. fig -SEND -------__ -�.�:. ---__ \\ CB#40\- 'a_ PT STi31+9fi 6B^ // 69 9l
C.O. 2"PVC SCH 40 2"BALL \ HOOD 69.27 " s'P - / 1O
\ff9 IHDS WATER SERVICE _ I ) __ _ HOOD 100,�.F_75"RCP r14S IV(A 6 V I INV. 64.64 \ 64(F 8 I - I`mP.f valve mP � a HOOD 68.06� ��g. 1 -_ ---_ -
- - aeNo 'D INV. 65.06 / INV 64. -
69 C8#5 4-END 2.-SCH80
MAIL
I KIOSK I 68-2'PVC SDR-21 WATER \\ f 449 'V,oK HOOD 68.43 FIRE SERVICE mP.)
a� / SERVICE mP.) - `^ N 111 LF 12 42 HPS®0.30%� CB 8� INV.65.18
# 2.5"RPDA IN HOT BOX
CENTER fi9 60-7°� \ CB#41 \ HOOD 68.50 (WUONS43]5ASFGA-0S8Y
25 PVC SCH 80 -SSMH#1rj �3} HOOD 69.17 INV. 65.75 �'WRH FOC,nR)
0 - * GENERAL NOTES
- - IIIII FlRE SERVICE mP) 71 12"HPS INV.65:42
'E 32 ( )
E o (18"RCP)INV.6,'G, 2"BA'.IF E
6"PVC SG1405AN. INV_fi3�2 / 69 ' 72 72 3. (75"RCP INV.65.77 \ ss - __m (GUC PO NT OF 1. CONTRACTOR TO VERIFY ALL EXISTING INVERTS PRIOR TO CONSTRUCTION.
24'SPILL PE CUE \ SERVICE,nPJ
SEWER SERVICE l C , / �.it -- *],f w 24"STANOARU CUR I 2. WATER VALVES ARE NOT TO BE LOCATED N CURB&GUTTER.
GUTTER WHERE SHADED
I 1.5 PVC SCH 40 69 y°r ' 25"RPDA IN HOT BOX( l `70, 7D - &GUTTER(TYP.) \\ \9 _ ` 3. UTILITY CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO START OF
II I .sB. WATER SERVICE (WILI(INS Ip]S ASTDA-05&Y WFFH FOC SIGN.TYP.) W I - ' 9
4'PVCSCH40SAN. \ : �� CB#42 I 2'SALL VALVE ^ I El STA 32+ - +' 45'BEND �O.st \ 65�W 6].B3 684 EP CONSTRUCTION.
_ __ EP EP 9�3
S 15°30'DO"E 236.10 \
d ) SEWER SERVICE / _ H000 68.50 q '/o. c,a'i 6B a1 sa sl
J 2^PVC SCH 40 WATER SWALE \ 9, I (GUCPEDHYD SNBVIce,nP.) I {-ia,6 -I *oB, - N.- 4. INSIDE EDGE OF MANHOLE
TO
SIDE GRADES MANHOLEN CALCULATED FROM
L SERVICE mP.) INV.fie.aa- ., s9 \ INV. fi5.75 3 B'k6"LOCKED HYDRANT I / - FE 33+Op 3q+U0 OS��9`EN0 ON 35+0q 09 B INSIDE EDGE OF MANHOLE TO INSIDE EDGE OF MANHOLE.
^ TEE&VALVE V_ H- W-W-W-W-W-W-W-YA-W B]]506 y.�i
' c.a- / - - ss _ g 71 E 5. ALL PVC WATER MAINS SHALL MEET NSF REQUIREMENTS AND BEAR NSF
/ NCB INV.6348 IT HYORAM I _ wawl B3B 8"PVC C-900 WATERLNE g'k6•LOCKED HYDRANT 515°30'0°"E2677' p0 m a Y
m I Nozzle ELEV.70 i9 z�,�, \ 71 71 \ rz LOGOS.
/ N TEE&VALVE / ---
/ a _I-L- i z'BALL vaLVE \ 24"SPILL TYPE CURB& 6"FIRE HYD.NT se V* 6. CONTRACTOR SHALL UTILIZE DUCTILE IRON PIPE THAT ALLOWS FOR
O w e•Pwc r.eR
IT
/ / m _ - T--- J. _ -� mP) \ GUTTER WHERE SHADED NOZZLEELSV 7 51" - I
-- I �9 B UG palo�� \ RI - -- DEFLECTION AT THE JOINTS.MATERIAL INSTALLATION RECOMMENDATION
2.5'PVC SCH 80 a�lq®� w a - - n oL�9,I - -I --- S Ocvs RVICE.-) �`"�' IIIII IIIII _ _ _\ _II III IIIII PLUG ---.. \ VALVE(T ) 2 '•oo SHALLALLOWAMAXIMUM DEFLECTION D 5 DEGREES PER JOINT.
/' < / _ - - m /"0/,sss :. 2i.3 CO. F-tiw 4 \ \4 4 4 4 \ 45 BEND I
/ 1 I o w I ^ I I/ i \\INV.fi5.43 72 \ __.. 2'PVC SDRCE o \\ .W WW I W
rc ® m z3 \ e Pvc caao wa ERUNE B VALVE
LVLL 7. MAXIMUM OF 2-0"GRADE RINGS ALLOWED ON A MANHOLE
FIRE SERVICE mP) `s Po aLVEmP.) \ S. UTILITY CONTRACTOR IS REQUIRED TO MONUMENT ALL VERTICAL AND
aw
I BENDS WITH 3/4 PVC PIPE PAINTED
A AIN NOT BOX(WILKINS p3]5 v �w 72 HORIZONTAL VERTICAL
PI SITIORCEMAN EN S
-0S&Y WIIri FOC SIGN,nP) - N J �_r ' \ PVCC 9D0 WATERLINE I BLUE INAVERTCAL POSITION OVER THE BEND EXTENDING OUT OF THE
eo
asroA w k,69 a S T - GROUND APPROXIMATELY 12 TO 24 INCHES TO ENABLE SURVEYORS TO
YI#13 / - - 2 r / J I \ SERVI CR-21 WATER \ 2"BALL VALVE 52 5"RCP V
GRATE 68.13 - Nu _3I p - \ seavlcE mP-) 3S70RY BUILDING (GDDpDINT OF CB#2 CB#3 --LOCKED HYDRANT ACCURATELY LOCATE THESE BENDS WHEN PERFORMING SURVEYS.
�5. 2.8 INV.65.53 _ a3 r--{ \ 2^wATeR SERVICE "BUILDING TYPE I" se6vlcE,nP.) HOOD 68.06)H000 'S.06 TEE&VALVE 9. SEWER SERVICES LOCATED ON THE SAME SIDE OF THE ROADWAY AS
F --_-
\ (GDC�-VgLVE 6g - I �I i]u_ , (GUC POINT OF \ W 6^FlRE HYDMNT SIDEWALK SHALL BE LOCATED.ZBEYOND BACK OF SIDEWALK
m "BUILDING TYPE I" I' LF9D9(rYP.) (6)3_BEDROOM UNITS \\ WITH FDC.nP.9 II
POIyYT p SERVICE.nP.) -B 61-BEDROOM UNIT$ \ 2.5"RPDA IN HOT BOX INV\ 65.06 INV. 65.23 I NOR LE ELEV.7038
\ m SFRVIC, _ _ _ U 3STORY BUIILDING - 2"RPZ WATis .n ( ) (IMlHIN593]S AGTOA-OG&Y 3Z
B I 'PLUG T.B.R)
RPZ WATTS 3 p/ rT B I B'k8"TEE
\ LF9D9 mP.) --- I Y _ 6"PVCSAN. -J O 1 2APVCSCHBOe I LLI (z)e"GV
r -6 - - - / (6)1-BEDROOM UNITS I •s r ' # NOTE:DRAINAGE,SANITARY,WATERLINE,AND ELECTRICAL EASEMENTS NOT
y 6'p -- 2"WATER SERVICE " "6 SEWER SERVICE 11 ,a,. HRE SERVICE mPJ n F SHOWN ON THIS SHEET FOR CLARITY PURPOSES,SEE"WATER DISTRIBUTION
(18)2-BEDROOM UNITS---
2 SFRVyCESAN.SEVER '(GUC POINT OF SERVICE,nP.)�� -- .Ms. - 3- (6]3-BEDROOM UNITS €€€��� TREE 24" -- _-_
^ � EE 24 m WATER L IT-� 1
4 OF SERVICE rypTy C.O T'PVC SDR-21 WATER 1 \ _- 45"BEND �' I.1.I SERVI E - *^so
I I z••Pvc SCH 4o �- 16 AND SANITARY SEWER SYSTEM PLANEET 9 OF
�41 FI 2"Pvc f Nv.&zse ) SERVICEmPr \ + - - c. C F- FT 7 D T IU "(SH 24).
FE RFSERVICE&(ryp 1 _ 2^BALL VALVE \ " CB#41 I-)-SD E 3 \ F ® 1 #I ' CHLORINATION TAP&BACTERIOLOGICAL SAMPLE POINT(BSP)'
p- 3 0
.S se is _m '-HOOD 69.17 4 .7ar FEE 73.00
_>1N - \ fi9Q' (12"HPS INV.65.4 I p --- - TEMPORARY CHLORINATION TAPS AND BACTERIOLOGICAL SAMPLE POINTS SHALL BE
�30700_ -F z"6au VALVE
2 PVC SOR-21 \� ^ g 1 m " - CONSTRUCTED OF THE SAME MATERIALS AS ONE INCH WATER SERVICE.TEMPORARY
�zE 11.zs°BEND ,7as
765LF E�3 I. SEE I Fe (15"RCP) INV. 5 17 J L o\ a / APPURTENANCES SHALL BE INSTALLED SUCH THAT THE ANGLE BALL VALVE IS
( )
MH TO- N- _+11 fiRw .._ mpd WATER SERVICEiP.) SECURELY LOCATED 36"MIN.ABOVE FINISHED GRADE.UPON GUC'S APPROVAL AND
-/. ) i--`�-- II - /-\ .667 S,THE TUBING AND ANGLE BALL
RV 'K^ .t -M z°WATER SERVICE -Io\ 8'PVC G90D WATERLINE -AI
66sB� FE E TM_o
s74°3u•OO"W 72 OD (S POINT P SHALL BE CLOSED,AND A
/ ( /*`\ ACCEPTANCE OF FINAL BACTERIOLOGICAL SAMPLE
- S-5� fie]5 1T SERVICE,nP) V THE CORPORATIONS
U F= \ SSMH#14 ?- 13oLF s-'\- 1 - ^ I I VALVE SHALL BE BE REMOVED,
3z+oD- S F FE z PPZ warts -I / \ CAP SHALL BE PLACED ON THE CORPORATION STOP TO
t MH TO r MH FE EP srw 3zrse D
_ � A
244LF)8 I 693 SS IF
-9 I,_ F U-9(SCB 40 WATER I N ,44 \ I 72- Fp pfl Fit ® II 72 I \\w
�1 y RCP®0.789,I GERVICE mP-1 I - I `CB#1 15 30'
se.a - - I �' CHI *'B-7 1\ I j HOOD 69.37-59
D
24"STANDARD CUR % __ �/ IUIa-w �.1� I I6 \ I 4 INV 64 7p GRAPHICS--1"=3D'
aw� 40LF 18 RCP CLASS IV
&GUTTER(TYP.) j 69 CB#40 .IB-' --- � =1 72 �� I Ell _ (III _ _ _ .IIIII°" - _ HORIZONTAL SCALE:1'=30'
/ 70 70_HOOD Be 27 70 71 '7i n Floi
VERTICALSCALE:V=2
/1 INV. 6464 c.o. .r,fi ° w •�
v
BHRUB'v / INV ssA3 71 i. >. t- S33ill
SHRUB I
/ /�"�" / ERVIC(GUC PWER 4Z -]. - d021.6Z X3_
SERVICE(GUC POINT ��,o C O rEo� � - "Tar- ugi
---OAK Jfi"" ` INV 68.80 �
OAK24"DOUBLE-----_/ �_-- OFSERVICEnPJ / `/ __J1 r�l.B -- -~ 2r_ SHEET 19 OF 24
133U15 X3
6'PVC SCH 40 RVI-SEWER
sERVIcemP) ,/- � ���, PLAN&PROFILE-"DRIVEWAY A"-STA 30+50.00 TO STA.35+04.09
THE CHARLES
a1N11C1A'f? A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
�.�V�\ ..............j'• o REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
C/L CURVE DATA _ �` PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
CURVE"K" _ SEAL E GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
R=99zoo' _ , 43249
-ZV- 02Z OWNER: THE CHARLES ON CHARLES,LLC
0=11^18'33" ��
L=196.79'
'i�C�%.,�'CINE,,,.•O�Pt ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
cH=s 60°09'16"w FAYETTEVILLE,NC 28305
196AT PHONE: [phone]
"DRIVEWAY A" IjiBaldwin Design CC349j DESIGNED: IP APPROVED: IP
GRADE CHECK Consultants, PA DRAWN: MAH/MTR DATE: 0 4/2412 0 2 3
FNGINDRING-SUMNG-PLANNING 11
CHECKED:UP DATE:04/07/2023 1700-D EAS1 ARUNGM BOULEVARD CHECKED: IF SCALE: AS NOTED
GREENVILLE.NC 2785E 252.756.1390
71
ATCHLINE" TCHLINE" -6 VA7.75
CB VI STA.32+68.0 VI STA.32+6&0
STA. 3 • 9 :�F =70.28 E=70.28
€f H-1A"T 34+ -1-9--
ATCHLINE
VI STA.30+50.00 -FlOOD-68:50
E=66.27
-&4 NV-65-75 ENTERbF PATTISON COURT CUL-DE-SA
STA.35+04.19
(STING GRADE - E=69.32
C-ENTERN - -
M
-� 64LF 18" RCP ®0.44, ^PVC -900
ATER INE
111LF 12' HPS ®0.309
"PVC -900 RCP ®0.787 64LF 18 CP®0'447
ATERUN 244LF 18
0
s
E
161LF 8"PVC SAN. SE R ®0.78% 126LF B"PVC
SAN.SEWER
Be 60
i -
Rib 68.4258
56
5
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i 31+00 - - 32+00 -- -- 33+50 - 34+50 35+00

pxr-nnm,-N I AM ne/SRnn„- og/2pnx„-n.z,..AM 11r1/nn-
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN =6 - _ T°P of am" °°G cl' E
.Nsxswxs oFepxaPPE GwFB xeRFax�r8lr cmIGYANmaF amrsrMAsoNRY - ,/z- 6• z D ,/e- - L _ J- z u" f►X �
GA.
RAp. F. RAD. -- - -_- -- uqY BE REPIACTn mil, ADS,1nc.OFainage Hantlbook Spedfimlrons.122
a.- EARNSIT I- -CRETEIN- 3•RA 1�1 13/a_Rao -I- r - "FA aF cx 7 srgxDARo CURB AND WTTm
on LOTH an Lcm rn Lei„ ,/D- 3/4•RAD. X --- - Y - - ADS HP STORM 12"-60"PIPE SPECIFICATION
RAD- RAp. _ I/B'RAD 0 "OG CkG"E B
" JJJ W�CRBnW A Thespeilmtion desmbes tz-Nth°gh 60-mc,(300 w 1500..)ADS HP Storm pipe for use in gravity-eow
M A smnn dl.i eapP6mlorm.
VA PYPN Requlremenm
_ .3.ow Psi.
31L�1_ CONCRETE t2-through 30JIItlI(300 m150 mm)pipe shall M1aveasmooN lmeawantl annuar exleawmnugatims
"°"" 2'-6'eCURB AND GUTTER 7'-6-CURS AND GUTTER T PLAN L'►X CONCRETE PAo- - - and road Dr.Apeetl ASTM F2]36 a ad AASHTO M330
SECTION X-X SECTION Y-Y BUFFER FENCE - -E m 36-Nmxgh 6D+ncM1(gOpm lSpD mm)ppe sM1all M1aveasmo°N-�le�°r and annular extenor mrluga8ons
° °� 3D'CURB AND GUTTER SHALL BE PLACED IN NCDOT RIVJ. (TO BE USED IN MEDIANS ONLY) ry� ) f - aM meet w excePtl ASTM F2BBt and AASIRO M338
a tp 2 D ` Mann rg's'n--value fw r,semtlesgn shall be 0.012
`FLOW Rpz- 3XD, JD xT SEALER f,ef ^� Pst �rinc 1FInRRL=L� Joint Pedom,0aoe
y= a15 I F3IE31F 1F' P pe shall belplrletl wIN a gaskeled mtegml bell8 splgmjoed meeting the requiremen6 d ASTM F2736 or
• ® - D.� a 3•RAD, i/a RAD s� r/e'Rao us ` P of cues - CON. d3o IEICIIF F2B9,,fwlhereslwdivedamelers
E WHERE UP TO 24' -- ///Iq' 1/2-TF�BEN Ex Ga
pa BARS-v' PLAN = qpp r/a-RA FACE CGIMPA.�J .. TEmgL 12-Nrougn 60.incn(30D 1o,500 mm)shallbewaleNgM acmM rgKd,rqulementsof A6TMDM12.
EWALLT SPACED NB TIER W/CATCH BASIN cNADE / Us� cu TIER PIPE IS USED '; - so-ARE Spgds shall have gaskets meeting the mqu remen6 of ASTM F4]]G8sketshd1bIhKIblledby Heppe
ge BMs"W EWALLY sPACEp W 111 SECTION A-A manufacturer antl mveretl with a removable,pmledrve w2p to ertsu2 Ne gaskH s flee from tlebns A pint
$�1 -•iI ''/2 1 Arv0 uxOFR 1 ' F LLE - - TD BACK
_ IlUtmm�!avaTahle hom the manufacturer shall be used on Ne gasket antl beA during assembYy.
R R G FLAT G m P�D �Ssm '^ ,- .e - "� WN.LINE - 12 mb by 6O4r n(sDD W l.�0 Ram)tlumele,s shall have a remfarced btll with a polymerrnmpos le bona
WTTERu 2-O'CURB AND GUTTER ��'/z' Fdbngs
24'CURB AND GUTTER SRALL BE PLACED IN RESIDENTIAL TRANSVERSE EXPANSION F tt rigs shaft mnfa,m to ASTM F2736,ASTM F2881 aM AASHTO M330,fwlhe respecirre tl"meters.Be118
ELEVATION DEVELOPMENTS OR AS PROVIDED IN SEC.490 OF THIS MANUAL. JOINT IN CURB AND GUTTER spigot mnnedons shaft ubf¢ea spumon,welded amnlegml bell antl spgvlmN gaskets mee"ng ASTh4
S-J PLAN OF TOP SLAB („ NORMAL CURB AND CUTTER ON SIGHT GRADE NORUN. F4T7.BellBspgd fRhngslomt shall meet Ne watedghllomt pedolmarice requvemenLsdASTM 03212.
NOTES cRrm tea mu soon be s gl mmr en t Team z mfl mmi
_ W TIERUNE
ga pmgs p gaglrga games
®EIXIAR GRADE 1. Cl-obpajon(s mall tel placed,!1U•-Marvelsexcept that 15spacng may beusetl whenamalaine-s used-he..1bblomrysupppdfw Ne Field Pi tl Jwnt Performaam
B RS " g G 1
ovFR rarer Ran be obN nee w Nnuune use d rem IatNa al tv marvms.Jpmt s ado ma ee,!!area b Nee mnwuea vaddn. Pe an
zz ANp p a g v r pg aeermpre°mtun
�A�" F-3- ----- -- T 2 CRntracbm lams may he mstallea by Ne°se vftemplates or fomletl by oNer appmvea meltmtls Where suCilo nls are notfonnetl by @mplates.aq - PLAN VIEW -P^RxINc LOT- To assure watereghmess,fieM pedam,anre venfimlwn may be awwnplLSlretl by test ngmacmrdance wiN
m°mtlepNofl 11TAIallm°btainetl ASlV F1417or ASTM Fz4B]Appmpr,atesafdy p-blins must be used when Teltl fingany pipe
EDIA1 WTTERuxE 3. AlIGO. hmlolnh shall be filletl sv Nlo n[filler. DIRT maledal.Cmlad Ne manutslurerfwrecvmrtmndedleakagemlPs-
EOuquy E I� 12� ~r•"' 4. EApa-,prallhall be spaced at 90lnlervais,and atljacent m art rigid obje NOTES: Ltt =n.1 Pmpedles
PACED SECTION R-R - SECTION S$-$ _ FI EVATION o 5. All curb antl gutters are m he pouretl wiN class"A"mncrem(3,OOp PSI). t. SNe sheel4 of 4 ferNmensmrs. NOTES: pdypropYlene mmpourm mrpipe and fixerg production shall be Impact motlifietl mpptymer mee8lg the
G STETP GAGE 6. Flexible fortes,Taro be usetl when mdus is less than 200'. z See SM.deidl No.mem firsiartlam note. 1. Container Padmuslb-S!,wiNparlaiglo!pave nl. malenal requbemen6 ofASIM F2T36.Sedlvn 4,ABTM F2B81,SecdvnSantl AASHTO M330,5eGivn 6.t,
CITY GREENVILLE,N_C-A "^'�"°" CITY_OF GREENVILLE,N-C- """°"""° n`w'°"t50E xr CITYOF GREENVILLE N_C. ""'"' CITYOF GREENVILLE N_C_ '"'°"'"" fRlh.-pec6re diwn-O,
_ _ _ ' Bm'Ttl F = msullaenn
ImmiKlim shall be in ar -le with ASTM D2321 ard!ADS re ONNv1wd insNllaiion.H,11nes with the
sm G®.a. q
N�STANDARD BRICK CATCH BASIN(15"THRU 54"PIPE) _ _ B1a.oz STANDARD CURB&GUTTER r _ �a13.6, �� STANDARD BRICK CATCH BASIN(15"THRU 54"PIPE) � BiD.oz DUMPSTER PAD DETAIL ais.o, exception that mmimummverinlraf0careasfwt2-Nrough48intl1(300m12DOmm)tliameterssnallbe
ire ImL(o.3 m)antl for 60-arch(1500 Ram)tliamem,s,the minimum rover snail be 2 ff ntu 9 in Seigle Ran
apphc3(ORn BacMR%)minimum cadrao,all h6gh ag consd or Class t,Glass 2(meienum 90%sP0)or
Class 3(f er mum 95%)wrote,,!.Maximum fill heghm ADS l on...W.ant maleaai antl mmlmcmn level;
pease refer m Tedrneal NOM 2.04.Contadyaur Ipcel A05 representative«visa ourwebsiN m www.ads-
1_iip_mm bra ropy of the latest insWlaBan guidelines.
mnonun- Ra/m/m, - mnRnan-
PI a D'm
,or of CURB IP OF CURB TAale, _ ,«REDS ® 1
HP STORM TRENCH INSTALLATION DETAIL - '' ' n I+ _
RAMP lam AREA
W - W. X B e5 REDAR aN J6- a E- ®s olio Iz,I rya! root
1-1 DISIT PRO
U,sow sr,xALT suNGACE Ina - B�low UAE �'M �BASE OAYETFR S as 56 5.a 5.0'• HALT sURFgCE HA RS( ),y r INE _ 8- e-
@ O9-R TO 140"R S O.a 6a 5.8' fiF ASP J xwa avmirx -iEue�9 x ess+'Leraxe'm„d
aG ONE BASE DIaMETEx T O.a ].6 1.3• IEF- - stEP - - nmm."a"es
8' O.a 8.6 7.3' 65'^ - - P� re Ivmv,r
4" To No ORE THAN
r -1=11�- Dem m WRET m-i
® s za 7.B 7.B sa AGLREGATE A. ill TI _ .r b
D65_ s zs 93• at• a.B �g qIE IIE31 - 1 i -..y au
O 5 3.r K6 e.3• a.a• - SECTION - lam-.. gel -�J ADS,Inc.Orai"age Han�ook SpleillR ions .1-23
s 3.s q3' BJ' 4.1' 3 ] i SECTION J-J i SECTION Z-Z
Irk- .^�I 6 a.a 9.a 8.s 3.a � ,� °mO4m HP STORM I2"-60"PIPE JOINT SYSTEM
1 PNECWAsr cuss�• s 4.6 ,0.0' ITT
TE 1ON 3. s s.a toe• a.a 3.r EJ F'J
DETECTABLE WAEAUAT_SUE RNING VIED
N - F -( rrammrrm,r�wrA°,-a:xBxn.wA,.*mmw..w wA�r"w;Flo,.we�em.rxMrAmr.arrmPma,a°m®rwiml
DOMES
Z -US aA°' AT,xo>s,Axe xm A, w.,aa.�aA.r...,exwis '"'`wLmlAvnw�xPiaEw°im,mw�mw _
m ♦ E xrwsuarssxouoeerumrmenerFxrwwwnexorrwmEniffswr°ammurwimuLwimine°u am '
B=DIST7WCE FROM FRONT EDGE OFSIDEWALKTO gpgpwq ppgpyq S L
BACK POINT OF 121(8.33%)SLOPE - C.NCRETE A N :J�
', -
....FSIDEWALKOROP-1-FORALL CC l �WCRCu - uxv ATm¢owmcn",m�°ev UAAo-a.TMeTvwu,eartauvwveesnamu .NU.m°rrm,�,.urmwl
P O P O L ,. I1 -
SIDEWALK SLOPES. -USE
`r �r its -�C^ Z.NiT u I Nil 1as,U
•'BACK OF SIDEWALK DROP REQUIRED FOR •�' cnARRSATYPI �I
fir, ��1: ( o AL)
N
SIDEWALK SLOPES U04. ,VIA 1 emuNpPmRxeum0411
-7HICKNE50MAYVARYFORAPPROVEDEOUAL iiL toil: ( PLAN YJ nswlazvmr- Aawleviwxumrexeeommmrovumum msssLrrff wrm Txenvvxwuw 1<'1 ---
PRECAST MATERIAL i +�i 1+-MI -
.IIrl��.j(s OR N 4T 4.x'1I 0,11
Es WHERE 30'TO 36' r' m a t>m�i Ni,li,14. _ _ --
NOTES: ISOMETRIC PLAN VIEW J PIPE IS USED _ Am,�n,mA„°mr,°e°,�nrroNAnaax°mxoAR r�eo.,r.wim,iEAPNm,ra<°rA=oLa�e,T rs;'m NOTES:
1. OeNclable warning tlomes shag rover 2'-0'IenglM1 arm fullwMN dare ramPBmras slromrmthe OemiL:. 1. -l-14 11-teRvehAm.
2 Theenlire 2mp shall be Black in mlwwany mlwwiNa]0%mrrtraslra8o wm approved by City Fmgimer. 2 See SM.detail Na.610.01 fws1aMam mNs. aoeswx IwwumuAammTrmmmwvc � '
Boa;w CITY OF GREENVILLE,N_C_ CITY OF GREENVILLE,N.C. ' - _ CIT_Y_OF GREENVILLEN_C_ '""'p"'"9""' aammPwmamrwxm.mm eeexMw°��°"roPwe°eroeR,ro"°r^tee^ T
....n.m..�• x,
mE.A,r„xEw,.erw�w..E,�m.,o.�w�„oxw.r w,wn AFl,mvA< ,.Ro a-wa� ° w,w„ AFP�AL wnNran�Axi,.wxr
' STANDARD CURB RAMP 411.03 a CONCRETE VALLEY GUTTER n1%uB STANDARD BRICK CATCH BASIN(15"THRU 54"PIPE) Rx wwaAna m mw�w R a
'
p ./m, e./mom,-
_ NOTES` RECYCUNG CENTER SIGNS
rJ34 F 1F (MAX) n
TYPE 1A °"ro TYPE 1B t m g m6Rn9Rr mlaledda rrom 6'-6"MAx.
P y a. ,O °EV1A'x fir IIMINGI'S1"III�II NRse:sown may elm I>e use, I
vidad the
pmtten approval trmR�= `l' I� 24"
fumshed NeCryw Ndemis dlhe o 4'x4'TREATED WOOD POST
+A r"G\`..{/yy__��1-LAmx+ oETv �'��_ ... s, ( PraPmetl smPs antl has nxnwetl /2- WITH PVC COVER MlH PVC COVER
POST
su Cj Ewatx 1 wn BAKERMU.E OLD FACE FONT
\ 8'
I/i'ExPANSON J Ili - 5/a'�(1=- se of sudi steps Iz_0" PVC FENCE 'CyCLRVG
PLAN N s 8--{ I- z al step,anon pmm,tle rmminaMe TT 1 (250"H
-� •.• --I I--/e- / SIDE mne of awwral vmu. - PLAN ) CENTER
IIFAce WNPACB ., z ExPANvoN Jrnrvr
'/ LEI SIDE '•'1�-- /a'-i F-- EC WHILE LETTERS @ BORDER ON EG-
Y q Tt COMB xA1pi0N WALE ""� v "--��' ELEVATION ELEVATION�' J- - GRLTTI BACKGROUND(H.I.P.SHEETIN; _
CONATNUCTIONSUOPESAIRD
wmm NOTES. s Flx sRBowImACuNmO conwouxo Arvo �„ w Lace sTD.SIOR ",� WRB AND TI 12 G ,,,-� IS ACCEPTABLE ALIERNAIE
s W TIER siD- CAST IaG r T 9.0"DIA CITY OF GREE141
,w I+1/z' I• 4"THICK 3000 psi a,mr .Mmr Ira AucorvcNElE DTYPESPe-aagppP
s'� 11-11 ELEVATION CONCRETE PAD RECYCLING SEAL(PRESSURE APPLIED)
l•
tie•I s �"' PROVIDED BY THE CITY
T wio xa Ras• v s � ppWHRavx swormESrmFACE
: ^^^"•• emu- - z TNmsvmsEl�ANSWJD xmroNEau«NuxoF soF�TAPAm- ;•.;. el ELEVATION ( )
T amRAen yam, w, T, , a sDEvwxsrulLBEaInmIESDEEP eNW OEPm sI,mLeENmulNmAr w,NEwaY ,z-ExPAxstary JONT ,.. ............................................. -
v"iv"iux ua• rNr xrA s cN�Ne Lounws- / �~ 0 0.75'WIDE BORDER
n. omEcrs PaomumNo rNrooN ovewlANSlrvclmoAPATxwTRAVFLs1,AlLr1oT POLmROPvtcxE Pusncs ,•
„�1N1N ReoucETNB umlwecLFANwoTNOFTxeaoulF_onxcrssxnurxcwoB,wbrroT " \\� _ PAN90N JOINT
•°w°"m OCRMrimroswxs llWrPoms.r°wDNmIS PIAmos MNl,mas TNAsx s-°• tt�` �T pEFo"xm STEEL NW ••••••••••••••••••••••••••••••••••••••••••••
x.w a�FawR°mw,Fx°wrcAm.°wrx,m,m"w,rt.:l NEcw _uANImmANMUAalwxes 1 ..
vuwsvxwvwu.srecmv..,va 6 AOOIVEcm w,m,>=wUlxc mcESI1ETwEEx za-Ax A / BAN RE BLES NOTES•SIGN-
Co.
sluueE UMr,mroAMAx ulwcexo uoNETIrAx OsaAIxlvE r-Itasx svNEACE CO"e NATIDN GRATE \ I,/16- T O _---_ --_ ------ ; I'-.:
I--�{{�ryy��t}It�yll--� CYCU GN
- - PA GUTTER Sm ND nn.ot 1L1P�- __--- ---- ---- - ----- ------- FENCE POST 16 T i (SEE NOTE 3 BELOSp�q-IxiOTrmP 6w Tx AT
AxY PO m- h HW0 STD.mom I- /a NOTENOTT ____ _____ ____ _____ ____ _________7 -.16
_ B 3/ \J\A�D GUiIE'ORB ® USED IN SANITARY - t 'R N
IT
NDAW CO.AND �,,, - \\s�TTO.N0. 02 SEWER MANHOLE CURB&GUTTER I 1 L
vAwEs - J 1/2--ANSDN JONT II--s/.. T - PLAN
3.r, cuR.mANs noN s r PLAN _ SECTION SIDE I � I CONCRETE ENCASFAIENT T- F a' �
m.Ne,41111 _ A � a-0" ASPHALT PAVEMENT
SIDE '4=A` ELEVATION PLAN 4"THICK aooD m
2 Ib./R GALVANILID U-CHANNEL POST
mEw olNe ING sME A 1 ~r/2-ELEVATION ,,,� CONCRETE PAD -= PANSION JOINT - - •12' o
oBrEcrANB 1 4 FT- DRIVEN 2'-6'MIN.INTO COMPACTED EAR m
�� a �� a 1 POST SETTING DETAIL
p6�G�� a E
AD ANNRB r
TYPE 1 aDNPAGE No '" - err Ir-T e la I�I I al! •"F�I�I� (N.T.S.) _
TYPE 1O alalalala I.I.
a alalalalalal B18Qha�T81 -
__ CITY OF GREENVILLE,N.C. ""'."""' "` --+'m"' �� 'P I� I11I I- 1.1
_ �aa�aI
q� ATION L31aYa,total,ala I� I '-7
---,-- ,m a®wa".I _ A ;�nm.,U,". CITY OF GREENVmILLE,N.C_ �Iell='�T� �a!'� � ��a
CITY OF GREENVILLE,N_C_ ,�Ea,x„xEex.maxmm„r.x.�nxaaw .xAm,a°w. "1e1 P�,;u"rvsw�.T,mr
ELEVATION
�mm m ° w.xeAr arc R w m, Wm w
R �
I 816 FINISHED GRADE
" ,STANDARD CATCH BASIN FRAME 2'-0"IN CURB AND GUTTER ;`, <,in3 Cz STANDARD STEPS CURB a corm =
DIRECTIONAL CURB RAMPS R BI
s13.o1 NOTE RECYCDNG CARTS SHALL BE �16I
SECTION PURCHASED PRIOR TO OCCUPANCY. NOTES: I ^�
RECYCLING CENTER DETAIL 2. CONTRACTORS RESPONSIBLE FOR TO BE 0.080"ALALLMIN
1 I
a 4
a (N.T.S.)
NECESSARY MATELLE T
_ 3. CITY OF GREENVILLE TO PROVIDE VINYL IaI IE�
Ranvrzpn-U-R AM RanRnR„-11-2.:12 A.v Rs/_Rom,-n_Rz-,a Au
'RECYCLABLES"SIGN TO BE INSTALLED
BY CONTRACTOR.
ro NOTES l",IIER�D ERa" >cEN><REo Mrs"-N.I 4wnv sTRFtr
z 1. ConsWctthe walking surface of the detectable domes with slip resistance and a70%contrasting Color to the sidewalk.
slGNsxowN STANDARD NOTES FOR INSPECTION SCHEDULE TO BE SHOWN ON ALL RECYCLING CENTER SIGNS
CATCH BASIN&JUNCTION BOX STANDARD NOTES / - (N-T.S.)
to
2. crosswalk widths and configuration vary but must conr rmtotratficdesignstandards. ,. M° JRala,Iz•,11EPth k C°nmvelmlanaxiplwAl °darlmnl - -�- -F fir; '' CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS
3. Provide curb ramps at locations as shown on the plans or as directed by the engineer.Locate curb ramps as directed by z Clase•A'll-ININ m be uaea charm«all expmsl mmers 1• - - - f c GENERAL NOTES:
the engineer where existing light poles,fire hydrants,drop inlets,etc.affect placement-Where two ramps are installed 3. The poudng Or floor slab to be anmmplil-by miming. .I_s DIA-LD1E(c Pt-) -zs-R.-B1.UT -11j±i~AJ- -CLASS'AA"CONCRETE TO BE USED-
place t less than 2 feet of full height curb between the ram Place dual ram as near perpendicular to the travel lane 'ALL INSPECTIONS MUST BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE. -FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS.
pace no g ramps. ps perpen icu
4. All mch hasins over 3'-fi'in tlepN shell be pravltled with steps 1'Rn centers.Steps shall be In amvnlance wiN sttl.tlelal No.615.01. I-
being crossed as possible. �ss6 'PROOF ROLL REQUIRED BEFORE INSTALLATION OF CURB&GUTTER. -ALL MORTAR JOINTS TO BE t/2'PLUS OR MINUS 1/e".
a 4. Do not exceed 0.08 ftjfL 12:1 slope the curb ram S. Concrele rock may be uaea In lieu Rf.l,y back.J.-mckw,I1 be permlttee. -JUMBO BRICK WILL BE PERMITRID-DROP INLETS SHALL BE
( )sop pin relationship to the grade of the street 'CAMERA INSPECTION REQUIRED.
6. Engineered precast boxes are permitted with tire City Engineers approval. IPfIVat@ROVIDED WITH ACC 1'-2"ON FH CITR.
5. Construct curb mmps a minimum of 4B"wide(4'-O");Greater for dual ramps. ---- - L - G. m CO.o �c 'INSPECTION OF FORM-WORK AND REBAR IS REQUIRED PRIOR TO POURING -STEPS TO BE w AGCDRDANCE wnI CITY OF cRED'm11E
]. For ltq in lJtUe R GIi.9Ise 8"watt-Over B'-0'In height use t2'wall tR 6'-0'(Ram Np Nwall,antl B'wall for Ne rem,ning 6'-0'. CAP/RWA/PA
fi. Use class"B"cencrete vein a sidewalk finish in order to obtain a rough non-skid type surface. Adjust quan0tiesacmmingly. - - Sty et xARowARE ssGlnr CONCRETE IN VALLEY GUTTERS,JUNCTION BOX FOUNDATIONS,AND TOP STANDARD NUMBER 615.01
7. Place 1/2"expansion jointwhere the concrete Curb mmpjoins thecurb. B. Leaveweep holes as direded byth-91neer. .O-(To 4J:LjPROPERTY LNE SLABS. VULGAR V-5660
p8. Place the inside pedestrian crosswalk lines no closer in the intersection than would be established by bisecting the s. ...-ct fl,PIP.Downs mak IR. zs xlcxwgr c GONT ' z SCREoOLE ea RIGID FRAME&CRATE
Intersection Radii,with an allowance of a 47x4'maneuvering space(2003 ICC/ANSI a117 Commentary.Fig.C406.6& 10. All arowings mtm smle. ID
STREET SIG o,s4 WALL REQUIRED PROOF-ROLL INSPECTIONS: 4
406.10)in the vehicular travel way when one ramp is installed. /I
- ALUM_cW 1 SUBGRADE PROOF-ROLL AFTER INSTALLATION OF ANY NECESSARY SELECT
i 9. Coordinate the curb cut and the pedestrian crosswalk lines so the floor of the curb ramp will fall within the pedestrian MANHOLE STANDARD NOTES --�-�� CONCRETE FILL AND COMPACTION OF SUBGRADE AND ANY UTILITIES:
crosswalk lines.Place diagonal romps with flared sides so 24-of the full height curb PAS within the crosswalk markings on NOTES
L MOdar Joints llTmtlB'thick.Cmmvefml all exposetl moaarjoinla. 1 > COMPACTION OF SUBGRADE IS DEFINED AS 95%MAXIMUM DRY
o. each side of the flares 6letlers m be sedrs'9'( (FIR BACRK QF B" VARIES
2 Class•A'concremmbe urea.Chamfer allexpmctl mmers l'. 2 21r letters to be serie'B'(FHWA) WB� DENSITY.COMPACTION OF UTILITY TRENCHES OUTSIDE OF THE ROW
10. Construct the pedestrian crosswalk a minimum width of 6 feet.A crosswalk width of l0 feet or greater is required for all 3. Farmsmbe uaeamrthemnsWNon ofmN haaN AB letters antl background rimmrimsm 'ql_ 'I�IhIF' IS DEFINED AS 85%OF MAXIMUM DRY DENSITY.
Ee'Smmhhte'°ran appmvea equal aM
thoroughfares. `"'"" 'ol - Ialrl-
g 4. Where the manhole lop is exposetlmmad(mfic,the top of Die manhole is fo be flush with Ne ground At.RA,I=1AANSitsh..Rbe meet l.T.E 6pePvfimh°ns°n ref-iry. 'I - -IF'- 2. BASE COURSE PROOF-ROLL AFTER COMPACTION AND FINE GRADING OF v^RIEs
11. Use stop Imes,normally perpendicular to me lane lines,where it is important to indicate the(mint behind which vehicles a m nimum d 9',b Ne gwuntl 3 S gn appearenm shall be green background wiN w lemrs and while bmtlw. ' - - It. CABC BASE COURSE.
are required to stop m compliance with a traffic signal,stop sign or other legal requirement.An unusual approach skew 4. Manhoill-T3'6"ntlepN shell he prov tletlw Nslepsi on centers Steps shall be ins®manmmN Sm.tlemil No.615.m. 4 FaSdmm sign as mllpws Base sheetlng snail be HNmm�srty Pnsmanp(wegwl).Oveday lmNr _
w may require the placement of me stop line to be parallel to the intersecting roadway. maskn..SrensiuNE U EC green Om,o rw a is in-S,anew
` 5. Over36'ppetlesgnrequresCryEngnmfsapproval. 5, Alumnumsgnhlankmalenalsmm0.080'(nlrkvnNi.Satliusmmers,2-0lankspersgnfaia _ TESTING REQUIREMENTS:
.5 12. Place all pavement markings in accordance with the latest edition of the Manual of Uniform Traffic Control Devices 6. For manholes over 12 tt vertical wall depN bdck masonry wall Nicknew shall be 1T RECOMMENDED INSTALLATION
(MUTCD)published by the Federal Highway Administration and the North Carolina Supplement to the MUTCD. - 1. PURSUANT TO SECTION 40 OF THE"MANUAL OF STANDARD DESIGNS AND
7. Forma.U.I.S with a v MlRi wan depth less than 12 th,row,masonry wall ltummaas shall be 8•. 1. SITNet namesignla be Rne4bot from PNPdy fine a said hoes were eAmmea. _ Li•' -�- DETAILS"AT LEASTI IN-PLACE DENSITY MUST BE PERFORMED PER 100 6"
13. Other detectable waming materials maybe considered from that shown,but require City Engineers wliften approval prior a. And rot m swe. z sign blades not m eAleim path boa,dram Imo mae. -
3 to installation. & Sign I-Re.m be pmcea on Iow Sitledbiockm,SrMrng. - LINEAR FEET OF STREET.TESTING IS TO BE CONDUCTED IN ACCORDANCE _
w 4. Any exmp6m,a shall he approves by Ne eery Eigirww. WITH AASHTO DESIGNATION T191,T204,T205 OR T238(LATEST EDITION). DROP INLET
5. Developer iesponsihle tut ins! Asun dal SIONAI igns.
z u��� ,".° Fl,N,� � exr ° u ... THE RESULTS OF THESE TESTS MUST BE APPROVED BY THE ENGINEERING FOR PIPE DIAMETERS LESS THAN OR EQUAL TO 24"
m;„sww """F"r CITY OF GREENVILLEN_C_ A ,� CITY OF GREENVILLEN_C_ `"" ,w ;fie ""'"`"T CITY OF GREENVILLEN-C_ x DIVISION PRIOR TO INSTALLATION OF THE PAVEMENT. ( )
G r�a,.am. Tmm,xEwr.m REE siAVILLrw ".r °eY OF raxrNmir,:.cmVILL�. _ zi>o. ,r Yma"r°rw,m,E c"VILL w.. N.T.S.
0 «" STANDARD CROSSWALK&CURB RAMP NOTES = 413.01 m STANDARD CATCH BASIN AND MANHOLE NOTES s+oo, SPIZ TREET NAME SIGNS"-9"SIGN HEIGHT �`, E
- - - - - - REQUIRED VISUAL INSPECTIONS:
0 1. CURB AND GUTTER INSTALLATION VISUAL INSPECTION OF SUBGRADE SHEET 20 OF 24
Go IMMEDIATELY PRIOR TO INSTALLATION OF CURB AND GUTTER. STREET&STORM DRAINAGE NOTES&DETAILS
REQUIREMENTS FOR INSTALLATION OF POLYPROPYLENE PIPE 2. STORM DRAIN INSTALLATION VISUAL INSPECTIONS OF STORM DRAIN
w REQUIREMENTS FOR INSTALLATION OF REINFORCED CONCRETE PIPE INSTALLATIONS WILL BE MADE ON A SPOT CHECK BASIS THROUGHOUT THE CHARLES
w 1. POLYPROPYLENE PIPE SHALL MEET THE REQUIREMENTS OF ASTM F2736 OR ASTM F2764. INSTALLATION.NOTIFY CITY TWENTY-FOUR(24)HOURS PRIOR TO START OF
2. JOINTS SHALL BE BELL AND SPIGOT WITH A GASKET MEETING THE REQUIREMENTS OF 1. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M PIPE INSTALLATION.
ASTM F477. 170(LATEST REVISION).ALL PIPE INSTALLED WITHIN THE STREET 3. STREET ACCEPTANCE INSPECTION.REQUEST FOR STREET ACCEPTANCE A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
WIDTH VARIES(SEE PLAN)
3. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RIGHT-OF-WAY SHALL BE CLASS III OR HIGHER.MINIMUM AND MAXIMUM FILL AND ASSOCIATED FINAL INSPECTION REQUIRES WRITTEN REQUEST FROM
w REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
RECOMMENDATIONS,BUT SHALL NOT BE BACKFILLED WITH MATERIALS LESS THAN AN HEIGHTS SHALL BE IN ACCORDANCE TO MANUFACTURER'S ENGINEER.THIS REQUEST MUST INCLUDE A SEALED CERTIFICATION FROM
PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
� DEPTH VARIES IXISTNG GRADE NCDOT CLASS II OR BETTER UNLESS COMPACTION IS FIELD VERIFIED,AND BACKFILL RECOMMENDATIONS. A REGISTERED PROFESSIONAL ENGINEER STATING THAT ALL REQUIRED
(SEE PLAN) MEETS MANUFACTURER'S STANDARDS. 2. A FLEXIBLE PLASTIC JOINT MATERIAL SHALL BE APPLIED ON THE SPIGOT END IMPROVEMENTS ARE COMPLETE AND THAT THE STREET AND ASSOCIATED GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
5:1 s:t 4. IN AREAS WHERE HIGH GROUND WATER EXISTS,JOINTS SHALL MEET OR EXCEED OF THE PIPE.JOINTS SHALL BE PUSHED TOGETHER UNTIL PIPE IS UTILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE V111TH CITY T 111LI111111 OWNER: THE CHARLES ON CHARLES,LLC
a a1
LEAKAGE RATE FOUND IN ASTM C443. C A
3: COMPLETELY HOMED.JOINTS SHALL BE WRAPPED WITH ANON-WOVEN
cJ STANDARDS AND SPECIFICATIONS-
DO
,.rrrR O]''4��
w 5. ALL PIPES SHALL BE DESIGNED TO MEET A MINIMUM H-20 LOAD CONDITION. GEOTEXTILE FABRIC,EXTENDING A MINIMUM OF 12"BEYOND EITHER SIDE OF �°.,"'E s s, ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
SE THE CONNECTION. _
TYPICAL SWALE DETAIL COMPACTION AND BACKFILL 3. BACKFILL SHALL BE NCDOT CLASS II OR BETTER. NOTIFICATIONS: PHONE: FAIYOETTEVILLE,NC 28305
N, 4. IN AREAS WHERE HIGH GROUND WATER EXISTS,JOINTS SHALL MEET ASTM 1. PAVEMENT INSTALLATION.NOTIFY THE CITY IMMEDIATELY UPON SEAL ( )481-0503
43249 m
}
(N.T.S.) BACKFILL TYPE AND COMPACTION FOR REINFORCED CONCRETE,CORRUGATED HIGH C443. INSTALLATION OF FIRST LIFT OF PAVEMENT ON A PUBLIC STREET.THIS = L(-rl _Z( g�dwlII Desi CX96 DESIGNED: NIA APPROVED: IP
`a DENSITY POLYETHYLENE,AND CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE 5. ALL PIPES SHALL BE DESIGNED TO MEET A MINIMUM H-20 LOAD CONDITION. NOTIFICATION INITIATES INSTALLATION OF STREET NAME SIGNS AND '+.,NCIH '�s•""P``� �.
WITH NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES. TRAFFIC CONTROL SIGNS. �q'P P `f OOAp�� Consultants PA DRAWN: MAH/MTR DATE: 04/2412023
"yrTTI Ii111i1D1yTxP DIGNEBW-SURVEYING-PLANNING
p I7OD-D FAST ARUNGTON BOULEVARD
Y GOERALtE,NC 27858 252756.1390 CHECKED: IP SCALE: AS NOTED
1

R/W MANHOLE RING&COVER TOP OF PAVEMEM
CLEANOUT TO BE SET _--
_ABOVEGRADE fr�UUSHTYPE STEELTROWELFINISH -111=III 112"GRO1"PERFOOT 2'-0• ("P) NOTESGURBSGUI'TERLEAN OUT GAP �. 1. THEDISTANCEFROMTHETOPOF
PAVEMENT MAX MANHOLE RING AND COVER AND
"" I� IF�T�B�IF FTF13 E3TELl1T�T INVERT FORSERVICE FINISHED GRADE MAY VARY WIDELY.
_ - - - - - LINE IN MANHOLE IS
PLAN).
HANDLEDSAVIE AS 2 EXTENDPIPEINSIDEMANHOLEWALL
CARRIER PIPE TYPICAL MANHOLE STEPS MAX 2•DEPENDING ON PIPE SIZE
T-F AT IT ON CENTER 3. MIN41)GRADE RING REQUIRED IN
OR AS SHOWN - - NON-PAVED AREAS.IN PAVEMENT,
#57 STONE TO BE INSTALLED ON PLAN I � - _ I ECCENTRIC PRECAST CONE GRADE RING NOT REQUIRED EXCEPT
UNDER SERVICE PIPE 22.5"BEND COMBINATION ME AS NECESSARY TO MEET FINISHED
AND 118 BEND _ \ - I -- GRADE RINGS
ELEVATION
1 SEE SPECS FOR q THAN 2A•
JOIJOINTREQUIREMENTS NO MORE
O SHALLBEINSTALLED
CUES SHALL REQUIRES CE DING-IN NH RT FICATION IN
EVEN RADIUS CURVES
,�, v i D _ • I •p• O ACCORDANCE WITH THIS MANUAL.
SCH 80 PVC --
PTORCOUPUNG '
SCH 40 PVC DWR SEWER STUB OUT SCH4D
p SERVICE PIPE AT I%MIN. SOLVENT
GRADE.(ASTM D-Z6B5,D-1705) 12"PAST WYE WELD CAP -
STRAIGHT FLEXIBLE SLEEVES
2-WAY 3 OR 4 WAY ATALL POINTS OF PIPE FNTRV
' MAIN TYPE CONNECTION COMMENTS INTERSECTION INTERSECTION SLOPE 1-PER FOOT
D ._ (SEE SPECIFICATIONS) PIPE SEE
d' ANS TRUSS TAPPING N ACCORDANCE WIRI THE MANUFACTURERS NOTE LESS THAN 2W 4'
' SABOLE RECOMMENDKDONS.MINIMUM4"OF#5] ACCURATELYSHAPETHE INVERTS TOA SMOOTH SEMI-CIRCLE CONFORMING GROUT CHANNEL
STONE REQUIREDUNDERALL PIPING. - 20'OR GREATER 5
TO THE INSIDE CONTOUR OF THE ADJACENT SEWER SECTIONS.ALL
PVCTRU55 ENTERING BRANCHES AND CHANGES IN DIRECTIONS SHALL BE FORMED BY -O 6•
} GASKETED INACCORDANCI.-THEMM4-1NRERS / - - 30'OR GREATER 6'
p p ACIRCULAR CURVE IN THEINVERT OF AB LARGER RADIUS AB THE SIZE EXTENDED BASE -
WYE STONE REQUIRED
MINIMUM 4.OFR5] (PRECAST)
STONE REQUIRED UNDER ALL PIPING. OF MANH MADEG PERMIT ANDEVSINSI2HE INERT E OF CHANNEL CHANNELS
BE
REMADE GRADUALLY CONCRETE
THE MANHOLE
LE RASE,SHALL -
p PVC SOR 05 GASIRIED IN RECOM ENDATIDNNCE NS,THEMANUFACTURERs BE FORMED DIRECTLY IN THE CONCRETE EFLOORO ME MNHOL SHALL
_p YVYE RECOMMENDATIONS,MNIMUM 4.OFYS] BE BUILT UP WITH BRICK AND MORTAR.THE FLOOR OF THE MANHOLE ro°°B ��
°
STONE REMBED UNDER ALL PIPING OUTSIDETILE CHANNELS SHALL BE SMOOTH AND SHALL SLOPE TOWARD mCRUSHED AMPACTEDPog0p 0°e
SEE CHART THE CHANNELS NOT LESS THAN 1 INCH PER FOOT NOR MORE THAN 2 INCHES PER FOOT °�° AGGREGATE BASE(1r MIN.)
FOR MAINS WITH A MAXIMUM DEPTH OF 12' S-1 5-17 Y.°o o°o°o o m 4o o m \�ruNDlsruReeo caouxD S-5
PVC SANITARY SEWER SERVICE DETAIL FOR AREA WITH CURB AND GUTTER MANHOLE INVERTS TYPICAL PRECAST MANHOLE FOR FOR MANHOLES OVER 12'IN DEPTH
FL MANHOLE RING&COVER TOP OF PAVEMENT
FINISHED GRADE FINISHED GRADE
nTA 31�IF7T I iq JII II �i1=1T1 --- 1rz 13 ur
_ELL- krill- r-D• (*YP--) NOTES:
MAX. 1. WHEN INSTALLED IN PAVEMENT MANHOLE
= t, y TOP SHALL BE FLUSH WITH THE FINISHED
PAVEMENT.
j�l TYPICAL MANHOLE STEPS 2, THE DISTANCE FROM THE OP OF
L AT tfi•ON CENTER MANHOLE RING AND COVER AND FINISHED
FINAL BAGKFILL FINAL BACKFILL GRADE MAY VARY WIDELY.(SEE PLAN).
3. EXTEND PIPE INSIDE MANHOLE WALL MAX
CLOSEST POINT.
PRECAST CONE
11 I F 1I 3I F SEE SPECS FOR
MIN.(1)GRADE RING REQUIRED IN
�H DEPTH _ R NG NOT REQUIRED EXCEPT D AREAS IN AS GRADE
11_ II II T CONE JOINT REQUIREMEMS NECESSARYTO MEET FINISHED
F JI I- GREATER ECCENTRIC ELEVATION.
THAN W S. NO MORETHAN 2 GRADE RINGS SHALL
INITIAL BAGKFILL _ I BE INSTALLED.
- ..12•MIN. �_ - - - _ F E OR LESS CONCENTRIC
(12•SELECT BAGKFILL) � "-' __
INITIAL BACKFILL SELECT BAGKFILL
SPRING UNE
{ MUNCHING GRANULAR -------
EMBEDMENT FLEXIBLE SLEEVES
MUNCHING PIPE GRADE k �' �I GRANULAR PIPE GRADE C ..a r ZONE ATALL POINTS OF PIPE ENTRY D
IE -II EMBEDMENT -I II (SEE SPECS) SLOPE V PER FOOT
JI a r ZONE a (#ST STONE)
MIN BEDDING IF-o L (.1-ONE) d•MIN.BEDDING Fo° 3 GROUT CHANIVEL PIPE SIZE
�I �seo aw, -& k 31 ®oddo `ago '� E
FOUNDATION I- ]-
(SUON LE UNOSTURBED EARTH �I L FOUNDATION 6• LESS THAN 20• 4'
(SUITABLE UNDISHED STONE
EARTH -.� 20.OR GREATER 5'
ON LE
STONE IE OR#5]CRUGHED STONE -
IL-JIL�II �ICIIIJ IL�I It�ll lolt7l L-Jlt�l l�l 30"OR GREATER 6'
STONE TO BE THOROUGHLY I I STONE TO BE THOROUGHLY
COMPACTED UNDER PIPE COMPACTED UNDER PIPE dD CRUSHED COMPACTED °08�°
AGGREGATE BASE(12"MIN.)
S-8 S-9i° I 'I�F�I-L—�[�� I° S-4
UNDISRId GROUND"�
TRENCH SECTION DETAIL FOR THE INSTALLATION OF VITRIFIED CLAY,ABS&PVC TRUSS SANITARY SEWER PIPE TRENCH SECTION DETAIL FOR THE INSTALLATION OF PVC SANITARY SEWER PIPE(NOT INCLUDING TRUSS) TYPICAL PRECAST MANHOLE FOR MANHOLES 12'OR LESS IN DEPTH
RELATIONSHIP TO WATER MAINS AND STORM SEWERS
1.HORIZONTAL AND VERTICAL SEPARATION
A"SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY E%ISTING OR
PROPOSED WATER MAIN.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.IN CASES
NOTES: FINISHEDGRADE NOTE' WHERE IT IS NOT PRACTICALTO MAINTAIN 10 FEET OF SEPARATION,DWO MAY ALLOW
ALL PIPING AND FITTINGS SHALL BE SCH.40 PVC-DWY
01" MEASUREMEMS ON SEWER LINES ARE RMDE DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN
OMy INV.IN Mt5 FROMCTOCOFMANHOLES SEWER W
SERVICE PIPE D-2665,D4765j_
ze'Rr FRII _ 11F31a ENGINEER SUCH DEVIATION MAY ALLOW INSTALLATION OF SEER CLOSER TO A WATER
INV.QITr ) 3. INOFATECLFANQM.ENIE - MAIN PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED
STREET NAME SERVICE MFASURR+tEMSARE MADE FROM THE
NEARE1QOWNSTRTAM MANHOLE ili 11E EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE
q MEASUREMENTS FOR ENDS OF SERVICES SHALL �' CURB&GUTTTEft FINISHED GRADE WRBSGUITTER FINISHED GRADE
2 I BOTTOM OF THE WATER MAIN IS AT LEAST 181NCHE5 ABOVE THE TOP OF THE SEWER.
RE FROM THE CENTERLINE OF MAN. 'i JI�If
v 5_ IDENTIFY EACH LOT BY LOT AND BLOCK NUMBER �h B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
'D
1, URAWINGSSHALLBESAMESCALEAS I LF LIE I�m -�0 coxsmu_D.PLANS. 111 IL - AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN,BOTH THE
- INQICATESEWERLINEGRAOEBLNIEENEACH BAGKFILL
p tam Pr 7 IF II WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH
z 33 I '" I MANHOLE AND INVERTS. PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 PSI TO
Q OS a 1 O B. INDKC RN,CIIRB&GUTTERAND/OR 1- I L1F IIF
I Q \ PAVEMENTVdIDTH_ _ = ASSURE WATER TIGHTNESS BEFORE BACKFIWNG.
4'MIN_
_ B I E C.A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND
wm �I I III 6OR LESS S OR GRATER SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED.
16
16 I
m © aLL SERVICES ARE r 2.CROSSINGS
a Oq /Q rrYPIrAL "%° e F= A.SEWERS CROSSING WATER MAINS SHALT.BE LAID TO PROVIDE MINIMUM VERTICAL
!/
Lr OB OB MUNCHING ICI> o } A� GRANULAR HOUSE SERVICE BY PLUMBER DISTANCE OF 18 1NCHE5 BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF
9 EMBEDMENT EX.PVC SERVICE
I I I PIPE GRADE IE -sHII ZONE / HOUSE THE SEWER.THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE
4L o EXIsnxG E ITT STONE) SERVICE aY EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
m N PLUMBER
" MAN�� 4-MIN.BEDDING E °3TLl B"WHENITISIMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
O5 e � 4 FOUNDATION t d° A 1 e 1�1 INSTALLCOMBINANONAND DESCRIBEDABOVE,ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
0.YY 2401E I EXISTING IPA&5 (SUITABLE UNDISTURBED EARTH I r REMOVE EXISTING SOLVFM WELD CJIPANDTIE LIB BEND.PROVIDE
w i OR CRUSHED STONE C CIE OMOTHEEXI5NNGPVG SERNGE WNHA WATERTIGHT CONNECTIONS
HM 1D"ABs U,� I _ _ L--I 1.THE SEWER SHALL HE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE
I J I solo lol ololoi of COUPLING MEETING CODE REQUIREMENTS. BACK 11_1_EXCAVATION AND
2 - BAGKFILLEXCAVATED AREAANDTAMP.EXERCISE TAMP.EXERCISE DUE CARE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFIWNG,OR
a. �' 4 �+�T NAME STONE TO BE THOROUGHLY DUE CARE TO AVOID DAMAGE TO RISER. TO AVOID DAMAGE TO RISER.
�s n
COMPACTED UNDER PIPE 2.EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CONNECTION DEPTH TO CONNECTION DEPTH TO CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,MEASURED
SEWER SERVICE 5'OR LESS SEWER SERVICE 5'OR GREATER PERPENDICULAR TO THE WATER MAIN.THE CARRIER PIPE SHALL BE OF MATERIALS
$-16 S-10 $-1$ APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION.
TYPICAL SEWER SYSTEM"AS BUILT' TRENCH SECTION DETAIL FOR THE INSTALLATION OF PVC SANITARY SEWER SERVICE PIPE-SCH40 DWI PVC SEWER SERVICE CONNECTION
a
3
w NOTE:ALL DIP SANITARY
SEWER SHALL BE P401 LINED.
i
w
w SHEET 21 OF 24
SANITARY SEWER SYSTEM DETAILS
o_
THE CHARLES
A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
riI REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
i PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
w GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
i �11111IIIItIUITT� OWNER: THE CHARLES ON CHARLES,LLC
arc A q TT ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
s
0 <TT�% FAYETTLI/ILLE,NC 28305
PHONE: [phone]
- SEAL ¢
CyaR2424 /B'�aldw�i7n^Designn3�44E9H DESIGNED N/A APPROVED: TIP
^ESA` Consultants PA DRAWN: MAG/MTR DATE: 04124/2023
o - - - - TT PA LYE p" iENGINEERINSUN IN B-PLANNING
OULEVARD
'TT/IIIIIII1BI
} NG A CHECKED: TIP SCALE: AS NOTED
GREFMILLE,NC 27858 252756.1390

PROPERTY LINE
-\` OR
EET ASNOTEDORIGHT-OF WAY NOTES: - -FINISHED GRACE OR AS NOTED ON PLANS 1. HYDRANTTO IS PLUMB.IF
CURB 1'-T I i PADJURESSURE TEST,
RETESTING
SINGAFTER ONE JOINT OF DIP
PRESSURE TEST,RETESTING MAY
FIRBE REQUIRED BY RUG. ONE JOINT OF DIP
III-�= II-III- r - -- ----- -1 BEFESGRAMUI-ART STREET
ETO - - -
II=11=1 II-III - L-III=1IL I -� OU BE PERPENDICULAR TO STREET 2 VALVE BOX LEDSHALLNOTBE M.J..45°SEND(DIP)
INSTALLED IN CURB&GUTTER. M.J.45°BEND(DIP)
DEPTH
3. MECWILL NOT
RESTRAINTOWEDON THE PI GRASS AREA
METER INSTALLED BYGRPAYMENT I MIN.GEPTH WILL NOT BE ALLOWED ON THE PIPE -
_ _ UTILITIES UPON APPLICATION AND PAYMENT - 1•_0" CONNECTION TO THE HYDRANT ry PAVED AREA c VALVE 6° -
d OF FEES i
ELEVATION AS BASE. I.
-
SHOWN ON PLAN 4. EASEMEMTO BE GRANTED TOMETERBOXY CNIRATOR METER GUCBYDEVELOPERIFHYDRANT 4MIN. .III-I� RH lr STORM GRAININSTALLED BV CONTRACTOR - EXTENDS BEYOND RIGHT-OF WAY.
METER STOP 5. FACTORY FITTED STORZ
IW MIN. CONNECTION FOR MAIN PUMPER - 3.000 psi PRECAST 18"MIN.
M'MAX' [FINISHED GRADE NOZZLE IS REQUIRED.BRICK SUPPORT (SEE DETAIL)
COLLAR
(4 EACH) HOUSE SERVICEJ VALVE BOX (SEE GETAIL)
(BY OTHERS) 3fi DIP ! L` GIP
1"POLYETHYLENE
SERVICE TUBING = \\1\\,\ � �j DETAIL
- LENGTH AS REQUIRED FIR VIDE#57 \v \��\ O O \%\\�/ "/<//\�\ /\%�\�\\%�\ - /�/ - (PRECAST CONCRETECOLLAR) VALVE V
CORPORATION STOP CRUSHED STONE j��� x\\\/ /�\L - M.J.45"BEND(DIP) DIP _ M.J.45°BEND(DIP)
KEEP LINE SLACK AROUND WEEP HOLES \�\\ ✓ /_ LOCKEG HYGRANiiEE / CONG CONC.
GRIP RINGS BLOCKING BLOCKING
NOTES: SLOPETOP OF ✓ NOTES:
WATER MAIN 1. METER BOX TO BE INSTALLED BY UTILITY CONTRACTOR. CONC.TO PROVIDE 1. VALVE BOX SHALL NOT BE INSTALLED IN CURB AND
Q 2. SERVICE SADDLES SHALL BE USED ON ALL WATER LINES DRAINAGE FROM GUTTER.
NOTES:
HYDRANT GRAIN / 6"RESTRAINED 2_ VALVE BOX SHALL BE IN ACCORDANCE WITH MANUAL LACECONO BLOCKING SUCHTILAT IT WILL NOT INTERFERE WITH REMOVAL OF BOLTS.
4"AND SMALLER DIAMETER. -
JOINT Dip PIPE CONCRETE BLOCKING Z PIPE LENGTHS SHALL BE AS REQUIRED TO CONSTRUCT.
3. SERVICE SADDLES SHALL ALSO BE USED ON 6"AND LARGER \j\ 3. VALVE BOX SHALL BE CENTERED AND PLUMBED OVER s. ALL INTERNAL JOINTS TO BE RESTRAINED WITH GRIP RINGS.
PVC WATER MAINS WHICH DO NOT MEET THE REQUIREMENTS _ - _( _ VALVE
OF AWWA C-900,CLASS 150
4. MINIMUM COVER OVER SERVICE LIN E SHALL BE 24". UNFORMED /\ - GATE VALVE W-1 CONCRETE W-4 W-7 W-14
I-
3/4"&V WATER SERVICE DETAIL FOR AREAS WITH CURB&GUTTER FIRE HYDRANT INSTALLATION(FOR AREAS WITH CURB AND GUTTER) VALVE BOX DETAIL FOR VALVES SMALLER THAN 12" WATER MAIN AND STORM DRAIN CROSSING
3--5-
NOTES: RESULTANTTHRUSTATFITTINGAT150 PSI-PRESSURE -
1. 2"MAIN TERMINATING IN A TOTAL POUNDS TYPES OF THRUST BLOCKING
CUL-DE-SAC WILL NOT REQU IRE It BE 12" ry 6"-12"
11
THE INSTALLATIONOFTHE 2" Ex0 eExo I' DOMESTIC se sry
IN-LINE BALLVALVE STANDARD I^SERVICE TO SERVE AS ❑ 2]m 11°° 6 BACKFLOW ar xuss Txxcusx rvc
2. SERVICESWILLNOTBE PERMITTED BUDWOFF.THIS CANNOT BE USED AS A 22m _ ASSEMBLY PAD
BETWEEN THET BALL VALVE CUSTOMER CONNECTION POINT E
ANDTHEENDOFTHEMAIN.
00 I
3. BLOW-0FF TO BE ORIENTATED TO � / Txreoucxovw xc T _I- swemnc xcwtxe � II�ICI IMF
DISCHARGE TOWARD ROADWAY. J IL�jj mil. Ir
DOWNSTREAM ewe mne x6vnree el I�x
FIRE SYSTEM METER VAULT BYPASS VALVE t2"MIN. TI. IJ JI01 '
FIP THRFADEDISOLVENT ttm px Tpv of J axmsan
WELDADAPTOR ]3xp BACKFLOW
1"PDLVETHYLENE
BRASS NIPPLE SERVICETUBING qm yam O ASSEMBLY PAD ••A" +I -
2"BALL VALVE&BOX Im 42,tm III -� uxx
Q 1.S METER 55
BRASS NIPPLE 1ic,W0 pam �, - BACKFLOWASSEMBLV
24^ 6 316°0 154m
av ° 1T06°° 523m 4]tm 21.- - 0 O 0 METER fi.
FIP THREADEDISOLVENT _ - Z 5
CONCRETE _
WELD ADAPTOR t BLOCKING aE 2a4pm a2300 6]500 33800 L - Q uA
CORPORATION STOP ti3800
42' 2.... -- 1.- - 45,]m -: � A"MIN.OR 18"-30"
­1"SERVICE SADDLE
O 23zi00 TRACING WIRE FOR VALVE BOXES-12"&LARGER MAIN TRACING WIRE FOR VALVE BOXES-SMALLER THAN 12"MAIN
4a' ap4,m6 4a°.It°6 11K666
z Al
PVC z•Pvc sDR-z1 64- 364166 _ 2se,6°o 14e,m° ]s.w6 "'
n METERVAULT
FIRE SERVICE
'III ® III NOTES: 1. THRU LINE CONNECTION.TEE � J�� r svues eoxxscroR
BEARING.LOAD 1. POLYWRAP SHALL BE USED TO COVER FITTINGS AND BOLTS. 2 THRU LINE CONNECTION.TEE CROSS
SOIL (IdsRR) Z TODETERMINE THE SIZE OF A CONCRETE THRUST BLOCK DIVIDE THETOTAL USED AS TEE GUCPOIMOFJ
MUCKY FORCE BYTHE BEARINGVAWES OFTHE SOIL THE QUOTIENTWTLL BETHE 3. DIRECTION CHANGE,ELBOW SERVICE VALVE
SOFTc_ 1,000 SIZEOFTHEBEARING AREA OF THETHRUST BLOCK IN SQUARE FEET. 4_ CHANGEUNESIZE,REDUCER
18"MIN. AP PROMMATEVAWESFORVARIOUS 5 DIRECTION CHANGE,TEE USED AS 61$xIgE1
SILT 3500. atzNq�.l
SANDY SILT ,000 TYPES OF SOILARE LISTED IN TABLE ELBOW ew[TPnclxc ew[mnclxc
SAND 3. NORESPONSIBIUTYCANBEASSUMEDFORTHEACCURACYOFTHE DATAIN 6. DIRECTION CHANGE,CROSS USED Ps6o�sn nv
SOLVENT WELD CAP BANDYCLAY 6,000 THISTABLE DUE TOTHEWIDEVARIATIONOFBFARINGLOAOCAPABILDIES AS ELBOW
W-10
HARD CLAY A,000 FOR EACH SOIL TYPE T DIRECTION CHANGE SPLICING OF TRACING WIRES
W-12 W-20 W-21
TERMINATION OF 2"WATER MAIN THRUST BLOCKING DETAIL BACKFLOW ASSEMBLY PLACEMENT TRACING WIRE INSTALLATION
CENTERLINE OF
78 NC.HWY 43-CHARLES BOULEVARD
RELATIONSHIP TO WATER MAINS AND STORM SEWERS ffc MATE LOG TION 0 -
L G) NOTES: Complete Tep-Cover Bottom NOTE_ (DEP- -E-FIEL ERIFIED -
' 1. START 0a00 FROM ALL INLINE VALVES 1.HORIZONTAL AND VERTICAL SEPARATION _
Oa FOR MEASUREMENTS OF SERVICES ETC. Slip Extension, m_ Ins h Ins. Ues VALVE BOX SHALL BE PPROXI ATEtOCAT N O
MANHOLES ETC.,MAY BE USED AS ZERO Type Inches W. L91n., w 'R., WL EAST JORDAN IRON A.SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR WA RUN t-AGE
1•BE0.VICE& Z STATION UNDER CERTAIN CONDITIONS. w 1s WORKS M555 SLIP-TYPE PROPOSED WATER MAIN.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.IN CASES DEPTFI-T E-IELTI Fl _ FXISTIN E-GA- AI
PICAL 461f1 18-24 fi0 10 35 35
M RBOX a'TY 3. IDENTIFY EACH LOT&BLOCK NUMBER. Sfi2A 24as 0 16 45 2q 35 VALVE BOX SERIES WITH WHERE IT IS NOT PRACTICAL TO MAINTAIN IO FEET OF SEPARATION,DWO MAY ALLOW - EP
3,40 4. MEASUREMENTS FOR ENDS OFSERVICES 564-A 3s<e 92 3s 45 #06800GO7 LID. DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN "x8"TAPPI G-TE�-
3t40 VRT SHALLBE FRQMCENTERDNEOFMAIN. OM 664-A 1B6 z6 fi3 36 4s ENGINEER.SUCH DEVIATION MAY ALLOW INSTALLATION OF SEWER CLOSER TO A WATER
5. DIMENSIONALLVALVEBFRDMTWO
I 46LT @
6 FIXED VISIBLE OBJECTS. G 5 are' MAIN PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED -
INDICATE IF TRACING TAPE IS INSTALLED. 83/8 5• EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THE B-DD-WATER N
© ]. IF MEHSWCESARNSTA-IPIDAL),INOICATE A71W za/a^ BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. _
Z N IF METER BOXER INSTALLED. 4 _-
SHOWNGSSHAL BESAM VEMLE AS THE
Z 61/4" 33/4"
2fzs 9. DRAWINGS SHALL SESAME SCALE AS THE w 512" B.IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION
D OA. zzs qRT CONGTRUCTION PLAN. Y 5• AS DESCRIBED ABOVE OR ANYTIME THE SEWER IS OVER THE WATER MAIN,BOTH THE - ,.
O>w 45'LT 2112" 2" D . GTDR-SHAL
WATER MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH NOT-'-INSTA U 1UZZE FULL 0-FT
w PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 15D PSI TO64
mum 30I O 63/8' ASSURE WATERTIGHTNESS BEFORE BACKFILLING. -CHL-ORINA710N TA INTS�F -IP--P
z Io A 471e^ tN" z4 14 C.A 24 INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND GTE-VALV .�P -SEP RATl9
rc w a O m n 3fi I SANITARY SEWER LINES OR FERROUS PIPE SPECIFIED. -
a A n lsns^ FUSIB E-PVC-- --
N r A 2.CROSSINGS _ -- -- MtL__EyLL_LL-­(I
a z m Rnv I0 A.SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICALON iNoH
16 s sns" DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF " MIN.
m v o 3 11M•x45° e' THE SEWER.THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL HE EP_AR'
Q fi"PVC 0w0 26 GUSSET.
90°APART 30. EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
m 3'TYPICAL 9 0 4' RhV (4 REQ'G) � --
❑ B+sx s'xfi'xs T.T.aV, 5ns^ 31/2" B.WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS -- ---- -- - -
z I� DESCRIBE.ABOVE,ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED.
STREET NAME �„
HOLE CURB LINE -
MAN ?III s 1/4" 518" 53/4 45 1.THE SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE _-_ ___ zz
-
'Y N N N y r PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS BEFORE BACKFILLING,OR -
Iw tB 1GtN^ T
0 Q Q O W_18 TOP SECTION BOTTOM SECTION EXTENSION SECTION W_1 g 2.EITHER THE WATER MAIN OR THE SEWER LINE MAYBE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,MEASURED
a TYPICAL WATER SYSTEM AS-BUILT VALVE BOX DETAIL PERPENDICULAR TOTHE WATER MAIN.THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE REGULATORY AGENCY FOR USE IN WATER MAIN CONSTRUCTION. F
B-W NSIS-R TE
mOF pi IT, 4n mEu -HIGH TEN
z
o �D RH
0+00 1+00 2+00
w
WATERLINE TIE-IN PROFILE VIEW
HORIZONTAL SCALE:1"=30'
VERTICAL SCALE:V=2"
NOTE:ALL PVC WATER MAINS SHALL MEET THE REQUIREMENTS
OF NSF NATIONAL AND BEAR NSF LOGOS.
NOTE:
MOUND BACKHLLOVERTRENCH VALVEBOXTO BE NOTE:POLYETHYLENE ENCASEMENT SHALL BE APPLIED TO ALL
FINISHED GRADE TO ALLOW FOR SETTLING. - SUPPORTED BY TWO BRICKS
UNDERGROUND DUCTILE IRON PIPE AND FITTING INSTALLATIONS.
GRASS AREA (VALVE PAVEMENT GLUED CAP MATERIAL AND INSTALLATION PROCEDURES SHALL BE IN
J FINISHED GRADE ACCORDANCE WITH ANSI/AWWA C 105/A21.5-88.
(/ - -I III11I I-
N J TRACIN TAPEWFINI To BEINSTALLED
I/ 12"BELOW FINISHED GRADE -III-III -IIIIII-III-
36'MIN. J CONC. METER BOX 50' 25' 0 50•
F COVER / J TRACING TAPE TO BE INSTALLED
IT BELOW FINISHED GRACE GRAPHIC SCALE 1"=50'
SELECT
J T095%STANDARD PROCTOR(AASMO-T 99) 3fi"MIN. J VALVE BOX SHEET 220E 24
cavER I/ ACTED WATER DISTRIBUTION SYSTEM DETAILS
TC.Ii%STAND RDPBLLT.R-BO BE -BS)
❑ /J T095%STANDARD PROCTOR(AASMO-T99) THE CHARLES
LY
Q 12" WATER MAIN 2"PVC SCH 80
APPROVED#12(MIN.) ADAPTOR COUPLING
BWETRACINGWIRE SELECT DBACKTIH-T ro95%STANDARD 1GCCTOR(AASHTOET99) A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
Fm- L -APPROVED#12(MINI
BLUETRACING WIRE + I�I III REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
m
NOTE:' TRENCH BOT OM SHALL CONSIST OF FIRM u" GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
STABLE MATERIAL AND SHALL PROVIDE UNIFORM \� BRASS NIPPLE
\.� NOTE
:
OfSUPPORT THROUGHOUT LENGTH OF PIPE. ;\\ \'\\/� T BEN CH BOTTOM SHALL CONSIST OF FIRM STABLE AOEG OWNER: THE CHARLES ON CHARLES,LLC
_ MATERIALAND SHALL PROVIDE UNIFORM SUPPORT SERVICE SADDLE BRASS �2,
U PIPE DI
THROUGHOUT LENGTH OF PIPE.. 2"BALL VALVE = ADDRESS: 639 EXECUTIVE PLACE,SUITE 400
W 12-TOIL'T01fi"
SEAL
F z"THREADED = 43249 - _ FAYETTEVILLE,NC 28305
r PIPE DIAMETER BRASS NIPPLE
12-TO 16" e L PHONE: [phone]
W-22 W-23 W-3 y -
cD WATER LINE TRENCH DETAIL FOR PAVED AREAS WATER LINE TRENCH DETAIL FOR UNPAVED AREAS TYPICAL 1-1/2"AND 2"WATER SERVICE CONNECTION ���� PAi � Baldwin Design c�wa99 DESIGNED: NIA APPROVED: IP
3 Consultants, PA DRAWN: MMIMTR DATE: 04/24/2D23
- ENGINEER NG-SUR4LVING-PLANNING
17OG-0 EAST ARLING(ON BOULEVARD
y GRE[NVILLE,NC 27858 252.756.7390 CHECKED: IP SCALE: AS NOTED

20' 30'
3130120179:35:21 AM - - ZONE2 ZONE
CENTERLINE OF SOUTH PRONG
OF MEETINGHOUSE BRANCH
D.w.,oy .+sLO Y STORM PIPE 14'
y LGROUN _ - {{{ 30' 20'
y xa .NOTES - - o ruTURA - ZONE 1 ZONE 2
Tiym 1-PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE w WEIR LErvOTH 12"NCDOT#5�'r`r CLASS B EXISTING GRADE
x9a TRUCKS. Fa-�� w 1^- �i OR�57 WASHED STONE STONE
r 2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION al ,OF CHANNEL WIUH
BY ALL CONSTRUCTION VEHICLES. �H� "R o M - - / EXISTING GRADE
nDya-n 3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 'a1JirS`
TRACKING OR DIRECT FLOW OF MIT ONTO STREETS. ti
PERIODIC TGPDRESSING WITH STONE WILL BE NECESSARY. -'-
4.ANY MATERIAL TRACKEU ONTO THE ROADWAY MUST BE fi"MIN.
12"NCOOT#5
CLEANED UP IMMEDIATELY. PLAN VIEW o 0 3'MIN. ANCHORTRENCH
o
/ 5,.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF OR57 WASHED STONE
I7 / INGRESS AND CHECKS
UNTIL BITE IS STABILIZED. PROVIDE W - I - N.MIN.
/ NUMB
CHECKB OF THE CEVICE AND TIMELY MAINTENANCE. U .1. III'. 2' RIP-RAP HEADWALL,i'MIN. 3'MIN. NOTE:
6.NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W (� RoiEs: 1, 3" HEIGHT FROM ft0A0 SHOULDER
BE DETERMINED'A' BY THE ENGINEER. t..t PLAN VIEW __-- WITHINSTAPL TRENCH
ANDA TOP. MUM
a / u 7-USE CLASS'A'STONE OR OTHER COARSE AGGREGATE APPROVED = 1. ROCK DAM TO BE INSTALLED BEFORE RUNOFF IS DIRECTED To THE 2 MIN. WITHIN TRENCH AND AT TOP.
trD ~ p ZZZ SWALE OR DITCH. CLASS B
IW�. J1p Sp BY THE ENGINEER. W Z REMOVE ALL VEGETATON AND ROOT MAT FROM AREA TO BE USED FOR 1 F
Q ,� S.INSTALL CONSTRUCTION UCTIONCES IN A WAY TO PREVENT VEHICLES M'I-. ROCK BERM. "l EROSION CONTROL H
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROTECT SITE, 0 2 Z STONE �� .` �. SEMI-PERMANENTCOIR
O 0 / z W O 3. FlLL MATERIAL FOR THE EMBANKMENTS SHALL BE FREE OF ROOTS, A, 9 ROLANA Bio4}MAT 90,OR
O Z / WOODY VEGETATION,ORGANIC MATTER AND ANY OBJECTIONABLE Cp �.{ _ -
Z p;FIT Q= C) MATERIAL k` 4 _ STORM PIPE APPROVED EQUAL
(A-0 IF„ � 4. FlLL m BE PLACED IN UFTE NOT TO EXCEED 9 INCHES AND TO BE
4 CU F COMPACTED TO NAIVE SOIL OR 95%1MIICHETIER IS THE GREATEST. �
zN IS z MAIMTE.A... CROSS SECTION
G= a F O Z INSPECT STRUCTURE AT LEAST ONCE A WEEK AND AFTER EACH MAJOR ROCK PIPE INLET PROTECTION _ NOTE:
RAINFALL EVENT.MAKE ANY REPAIRS IMMEDIATELY.
2 DTI rn Z LEI WEIR WIDTH 3. MAINTAIN ROCK DAM DAM STRUCTURE TO PROVIDE ADEQUATE CAPACITY. (N.T.S.)
Z REMOVE AND DISPOSE OF SEDIMENT BUILDUP BEHIND STRUCTURE RETURN STREAM BED TO ORIGINAL GRADE AND STABILIZE
m�O CLASS'A'STONE y V O �-�{ 4. REPLACE STONE IMMEDIATELY IF ANY STONE MOVES DURING A RAINFALL WITH SEMI-PERMANENT COIR ROLANKA BIRD-MAT 90
T in 8 IN.MIN.DEPTH ti0 H N ,TMIN.OFNLDOTe5 5. AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVED TO ENSURE BLANKET,OR APPROVED EQUAL.BLANKET IS TO BE
Ras]WASHEDSTa ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
Q T�Zi
PRESSURE ON TIE BERM.BERM IS NOT TO BE UNDERMINED WRING INSTALLED PER MANUFACTUTER'$INSTRUCTIONS WTH
DZCAN CUT. 36"MIN. RIPARIAN BUFFER MIX-ERNMX-178SEE SHEET24 OF24 NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE (/3F.N 'Z FLOW 6. UPON COMPLETION OF WORK AND ADEQUATE VEGETATION GROWTH AS ( )U PEH THE PLAN ALL ROCK MATERIAL AND AGGREGATE SHALL BE
P REMOVED,INCLUDING SEDIMENT.THE AREA SHALL BE GRADED AND
/ AP > STABIUZED AND VEGETATED ACCORDINGLY. FROM SSMH 1y _
NATURAL CROSS SECTION AruALGaourvO 8"PVC SANITgRy S T
1607.01 1607•01 caourv0 EWER
XTO IX.SSMH(CUT-IN)
PUBLIC WORKS pEPARTMENT Wmv.OreenWllene0w xo Omvpum Appmea �l
ImDS..0 Soee, CITY OF GREENVILLE, N.C. 14"WIRE NESH
R""IR2Tx m 0`GR D psPEGD�,n Nn0 " °po_. SEWER CROSSING UNDER SOUTH PRONG OF MEETINGHOUSE BRANCH
.� D TEMP.ROCK SEDIMENT CHECK DAM xY TYPE A (N.T.S.)
�Iza
o:.
ryaA .o.. - - o:. D
a ,00 ...-......... A Y Y
L
DUMP STRAP 4"PVC FAIRCLOTH SKIMMER W/3.50" o 0 0
DIAMETER ORIFICE J _
W.wlPs IEsx
EXPANSION RESTRAINT DUMP STRAPS (TO BE REMOVED UPON PROJECT
(1/4'NYLON ROPE, 2 EACH !!9* TEMPORARY HORSESHOE SfTE STABIUZAl10N PRIOR P_ ° _-y n:RE NEsx `-
2"FIAT WASHERS ROC4PR'OR
TO WETLAND PLANTING) �-_ d O Q u iL
uMP STRAP (TO BE REMOVED UPON PR ¢o r
// SITE STABILIZATION 20'OVER-EXCAVATION AT SKIMMER
1"REBAR FOR BAG_ TO WETLAND PLA y y wx1nL Pnsr s 4 FF.1 O p a o a
BAG DETAIL REMOVAL FORM INLET �-OUTLET CONTROL STRUCTURE z \ rmTe rvN wsr vEscxT,•rmx
!/
SLOP 3
N.T.S. TOP ELEV. sm EWAIIJRING SURFAC�v. 5B . g onIM,n FLEW_ a#57 STONE U � - -.-.-. - __ _____So
SEDIMENT SACK I 1 SOW PP ~ wxmOL ne IIFsx kIn
sTn 'IN IL m y In channels,mll put sI pS of netting parallel to the
/ ,s{,�a / -- y sTOxE IRICUM.F.H° Fear.LW s1axE tl...tpnaT tlowand-thepr MEtiemulch_r y a o =�I a sxa v �- s F
2 9 °INSTALL UCIAS
TWEAK °IYFNSION VggIAB �� XSION VPAIASL w Y
V DEEP Me TREATE
An char netDn
NOTES: BOTTOM OF TEMPORARY SEDIMENT BASIN 4'x4'S12"MIN. m SECTION A-A POsr A Iuxllnn EEL SECTION Y r o �� III�� a t2-inch trench
1.SOME MUNICPAUTIES DO NOT ALLOW CLASS B STONE PAD UNDER SKIMMER IF 4 III `
AT OVER-EXCAVATION ELEV. 55.00
SITTER PROTECTION ON PUBLIC ROADS. (TO HU REMOVED UPON PROJECT SITE 12inch
SILT IIAcs SHOULD BE usm WITH THESE $TABILIZATON PRIOR To WETLAND PW411NG) MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW overlap ando overlripshyanchvring
_ CASES, F a s,14o l,uwlaeon o,n g m IVxg lmxanealmm va Div.of Foreswl. apping.
2.BAGS SHOULD BE CLEANED our AFTER TEMPORARY HORSESHOE ROCK DAM 1632�03 1632•03 and
EVERY RAIN EVENT AND/OR AS NEEDED. (N.T.S.)
INSTALLATION DETAIL INSTALL AT CATCH BASINS & DROP INLETS IMMEDIATELY AFTER CONSTRUCTION. (N�.TS)G
N-T.S.
STANDARD SILT BAG - INLET SEDIMENT CONTROL DEVICE EC-5 T WIRETROPE
TO WIRE TO
PREVENTSAGGING APPROVED SEDIMENT FILTERING DEVICE rF°Nle Minx
$TAKETQ (SEDIMENT FILTER BAG). PROVIDE wapp,Og srAKE NE.-
SUPPORT WIRE POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP
FILTER BAG TO STREAM. DISCHARGE HOSES e1LTFnr-A WALE GRADE
- P
INTAKE HOSE AMI
DISCHARGE ONTO DEWATERING PUMP
STABLE RIPRAP
PAD TO PREVENT .•.-� P. - - RANK U.
B
M
�T A �M3 TABLE 6fi2h G SPEFISEDIMENT SCOUR HOLE
CATIONS
ONS FORFENCE FABRIC NC
VARIABLE AS DIRECTED BY ENGINEER EROSION AND SEDIMENTATION MANUAL
_ _ COIR MESH OR APPROVED CROSS E
EQUAL, '- _ 5
!'-IN.
e MAX Wm1 WIRE RFJNPoRCEMENT �" E MET
,ro STAPLED OR TRENCH INTO N, SO
2 W `--� wn°°ENsraeE l A
� srAKE SCT ON
WRITE SWALE PROTECT ON
(6 MM.wOHauiwIRER rvFORCEMENO - -InEWEE DEB SUPPORTPOST BOTTOM AND SIDES --� f sPAC IN.
ANcxaR NG ixE
-F 4"INTO BOTTOM �- Axpx urFnw.nNO J r NOT�s^.
Lor OR SIDE(TYP.) --- per_ SEDIMENT INTAKE CLEAN WATER SUMP-HOLE FOR POOL eV/gLE PROTECTION
Mmxwsvxecrvx .,m wwv
xxrxxwevwEcrax am uv AWRv DIKE HOSE PIKE
(12"TO 18"DEEP,2-FT DIAMETER) Tncs SHALL eE FILLED WITH STRAW an DRIER APPROVED
..... -py,I�,-WATT 2 SPACING FOR WATTLES 91ALL BE DETERMINED BY THE SITE ENgNEER,
POROUS BAFFLE MATERIAL
R Mn aT N MN v _
APPAPExroPEx -. ers , , M,._utw (NITS.) .. .. _.. .. - _ - LIFp srp"c ARE NOT
' MI.E.w WATTLES MAY
BE USED FOR PROTECTION OWAARCH CAS NS AND
MULcx pRSM -UP i RECOMMEND D IN HIGH ORANAGENACEES TIRES
Ox nlwsaon rob m"rsooi� - - RECOMMENDED IN HIGH Row DRA MACE DTCHFs
v AVm,ErsrAnL„r Amep.sss, H2xmx mePrexa e.�w TwEm - _ snrvpeuna MAxrwauCE.
1.LmSILT FENCE SHALL CONSIST OF 14 GAGE STEEL WIRE A WIRE MESH WORK AREA LENGTH NOT TO EXCEED THAT 3 "tS,
`�,"��/7"����`���� �� SPACING OFCINCHES,OR PREFABRICATED POLYMER MESH OF T WHICH CAN BE COMPLETED N ONE DAY T f I HSASN I wSPECT WATTLES AT II:AST WEEKLY AND AREA EACH ECNIHCANT(B
5'(MIN.)STEEL POST EQUIVALENT STRENGTH. ITC• INCH ORcSEATEA)RAINFALL EVENT
GROAMFL: �urc SEGMENT SHALL) REMOVER AND THE TRAP RESTORED Rl ITS
1.25LBI LINEAR FEET 2. DEFAULTVAWESARE BASED ON EMPIRICAL EVIDENCEWITH A > _ ORIGNALLIMo SONS WHEN THE SEDIMENT HAS ACCUMULATED M I OF
VARLET'OF SEDIMENT. VC VENT PIPE �3 A "'''bpi A -�,�*r Z THE WA DIAMETER SIZE
WIRE FENCE-14 GUAGE 3. AS MEASURED IN ACCORDANCE WITH TEST METHOD D 4b32. Tw"7L` 3. SAKE CAPE NOT TO pAMAGE THE STREET OR UNDERCUT THE EMSING
PVC VENT PIPE TEMPORARY PUMP AROUND SEQUENCE Os -- >i'i SEDIMENT SH T.N.AA E REMOVED AID DEPo51TEp IN A SUITABLE AREA IN
6"X6"WIRE FABRIC VC PIPE VC ELBOW 1.SET UP PUMP WITH
SUCTION AND DISCHARGE HOSE ki -'
4 SUUCCLHACEMFl NNER Ix AT IT WLL NOT ERODE ELSEYMEPE
NOTES: (IYP.) 2:INSTALL UP-STREAM SANDBAG DAM. :k §i = tL MATERIAL AS NEmm,REPLACE WATTLE IF IT IS
ITER FABRIC DEWATER NG SURFACE ELEV.58.00 �S¢L IsnNalNl>=-T _ _ 'E 5 D�AGEI
1. SYNTHETIC FILTERFABRICTOBEINSTALLEDASSHOWNONPIAN. -'-'-_---'-'------'-'-'-'-- 3.INSTALL DOWN-STREAM SANDBAG DAM. ":E�--'� f a MANNTNU TON OPEAAnINH3 SHALL BE CARRIED OUT IN SUCH A
2. SYNTHETIC FILTER FABRIC TO BE AT LEAST 99%BY WEIGHT OF PVC TEE NO CAP 4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. '3`1 •k',y',�-, �yi}�" i*w= ER THAT EROSION ANO WATER POLLUTION ARE MINIMIZED.
PVC TEE ,,II ]. 9 E WATTLE SHALL BE RENNACD ONCE THE SURRWNDING AREA HAS
BACKFILL TRENCH POLVOLEFINS OR POLYESTER CONFORMING TO ASTM 0fi461.SYNTHETIC 5.STREAMBANKS MUST BE STABILIZED AT THE ENO OF EACH DAY. utrt EEN S®ED AND ADEQUATE CROWED HAS Occuaem.
ND COMPACT FILER FABRIC SHALL CONTAIN ULTRAVIOLET HAY INHIBITORS AND � �c
1HROUGHLY STABILIZERS O LIFEAI TEMPERATURE
ER MONTHS DING 000'TO VC ELBOW C PIPE . VC TEE PROTECTION PR SECTION A-w AD
USABLETEPOSTCONSTRUCTION AETOBLIFE UUNCAERATIINI RANGING WTT0120"F. (TYP.) NOTES ON ROAD OTECTIION ON ROAD
ON
GROUND UWE 3. STEEL POSTS ARE TO BE 1.25IL/LINEAR FT MINIMUM STEEL WITHA 1.SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA,AND STREAM FLOW
I\-II --ICIrI- EMI MINIMUM LENGTHOF5FEET.STEEL POSTS ARETO HAVE PROJECTIONS ND CAP B' SHALL BE PUMPED AROUND THE WORK AREA.THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER
�I fr�F=i T-r-': TO FACILITATE FASTENING OF THE FABRIC CONSTRUCTED OF RIPRAP OR SANDBAGS. �. nrMENr ..,n4ree,In le„e
W- 4. TO FACT ITATEF SHAVER MINIMUM I4 GAUGEANOAMAXIMUM MESH VC VENT PIPE ARM ASSEMBLY CITYO_F GREENVILLE,N.C.
� II-N� I- 2 WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER
4- WIFEF NC 6INLL.HAVE
PVC PIPE ARM ASSEMBLY c
1 5. SILT FENCE5 SHALL HAVE AN IR"OVERLAP FOR SPLICE OR END OF END CA PVC PIPE APPROVED DEVICE.THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE
WgTTLE DETAIL AROUND INLET OR SWALES o.�mm 3ia.ib
�_ C'l- R �TL-.i�C-I ARM ASSEMBLY
I_r 11=:-11 III-ill.:i=1' SECTION. DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
-""-"- 0. GILT FENCES SHALL NOT BE STABLEDINAILEO TO TREES. PVC PIPE
MAINTENANCE:
rca u 1. INSPECTSILT FENCEAT LEASTONCEAWEEKANDAFTER EACH MAJOR RAINFALL EVENT(112 INCH OR MORE). TEMPORARY PUMP AROUND
Lp E. RE PLACE FENCE IMMEDIATELY IF THE FABRIC OF THE SILT FENCE COLLAPSES,TEARS,DECOMPOSES OR BECOMES INEFFECTIVE
FLEXIBLE PIPE
3. ASNECESSARVDEPDSTSOFSEOIMENTSHALL BE REMOVEDTO ENSUREAOEQUATESTOAGEVOLUME FOR THE NEXT RAINALLAND TO REDUCE PRESSURE ON END VIEW BOTTOM SURFACE ELEV.56.00
- THE FENCE FENCE IS MOTTO BE UNDERMINED DURING CLEAN OUT.
IS 4. UPON COMPLETION OF WORK AND ADEQUATE VEGETATION GROWTH ASPER THE PLAN SETALL FENCING MATERIAL SHALL BE REMOVED,INCLUDING SEDIMENT. ISOMETRIC VIEW SIDE VIEW
m
THE AREA SHALL BE GRADED AND STABILIZED AND VEGETATED ACCORDINGLY, IATU AND FLAGGING NEME
p - NOTE:ALL PIPE PVC SCHEDULE 40 ON FA SIDES 10 MIN. 1.A CONCRETE WASHOUT SIGN SHALL BE
Z¢ ^ PUBLC WORKS DEPARTMENT vuw.grea��Ilarcg Alm
INSTALLED WITHIN T CI THE TEMPORARY
CONCRETE WASHOUT CONSTR.
w5,ae, CITY OF GREENVILLE, N.C. TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE ___ _ _
REMOVED FROM THE SHE OF THE WORK AND
,.gam - - (N.T.S.) O CONCRETE WASHOUT FACILITIES SHALL BE
® Gre ��vE�o SPNOHAG 2,CONCRET OF OR TRECYCIUMESTTEMPORARY
_ ���o- SILT FENCE 31a-D1
m SEWN-IN CONNECTION
3.HOLES,DEPRESSIONS OR OTHER GROUND
n D C ARGERHOSEP A THEINTEMP ONARY RBANCE UCONNCRETE WASHSED BY THE OUT OF
FACIUTES SHALLL BE BACKFlLLID.REPNRED.
r
R 14'-0"MINIM M
I AND STABILRED TO PREVENT EROSION.
2'-0"MIN. 2'-0"MIN. 10 mI l(7 2'-0"�INIMUM SEDIMENT FILTER A. VARI6 UN NG� A O A
Z 1 4'a2' BLACK LETTERS
O MEWTZ PLYWOOD fi"HFIGHT
K ANTEC
STILT HENCEFlLDTER AG �fZ III// P ANNEE
B"MIN. 9(J SANDBAG G
I - g57 STONE EXISTING GROUND LINE P1Ip5TIC SCREWS
g
3 M _ _ 36"MIN. 3 513.5"W
L.FABRIC USE 5]STONE TO
n
} 1NIMU LEVEL BAG FROM
T O"MIN MINIMUM NATIIRAL GROUND LINE 3 T-5AN \L/ 1, WOE
(T`fPIQAL) LAYER
r`
n WIRE FENCE 14 GUAGE
<� g SECTION A-A �P 3fi"MI'
/}INCH MESH OPEry TUGS NOTES. A o �� a 0 TONAL ',r \ \\�\�
n / 1. STEEL POSTS ARE TO BE 1 25 LD/LINEAR FT MINIMUM STEEL WITH A 30 o LIFTING r
MINIMUM LENGTH OF 5 FEET.STEEL POSTS ARE TO HAVE PROJECTIONS STRAPS BERM
PLAN VIEW SECTION A-A WASHOUT SIGN
TO FACILITATE FASTENING OF THE FABRIC VARIES W/GROUND N.TS. N.T.S. N.T.S.
Q _ 24• 2 WIRE FENCE SHALL HAVE A MINIMUM 14 GAUGE AND A MAXIMUM MESH
SPACING OF I INCH. SEDIMENT FILLER BAG GENERAL NOTE$:
_ 1---3. SPECIAL SEDIMENT CONTROL FENCE SHALL NOT BE STABLED/NAILED TO SLOPE(2'-D"MIN.)
1(1
N �I E3I E� 1 - F1JLL TREES. 1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT
5. #5 0R K57 STONE SHALL BE USED FOR THE SEDIMENT CONTROL STONE "r\ 1 FILTER BAG MEN PUMPING.
IL STONE SHALL BE AIL ON 12'ON EACH SIDE WHEN LYING BACK INTO ` 1:1(TYPICAL) 2.THE LENGTH AND MOTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS TEMPORARY BELOW GRADE CONCRETE WASHOUT EC-4
SILT FENCE AS pETA1L ON COG 310.01. PLAN VIEW
5.1MIN)SrEELPOSi M DRAWING MAY VARY PER VENDOR SPECIFICATIONS.THE MINIMUM"FOOTPRINT"OF
ac 15LBILINARFEET AINTENANCF _ " THE BAG SHALL BE 10 x 15 FEET.
Z SEDIMENT CONTROL STONE 1. INSPECT SILT OUTLET FENCE AT LEAST ONCE A WEEK AND AFTER EACH 3.SEDIMENT FILLER BAGS SHALL BE EQUIPPED WITH ASEWN-IN SLEEVE OF SHEET 23 OF 24
O tT MIN. MAJOR RAINFALL EVENT r OR MORE). SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE
2 REPLACE FENCE IMMEDIATELY IF THE STRUCTURE COLLAPSES OR THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6 EROSION CONTROL DETAILS
Z BECOMES INEFFECTIVE, �A INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
p [ LINTS FENCE-to GUAGE, 3- AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVE)i0 ENSURE - - _ _ _ -III MEANS TO PREVENT LEAKAGE HOSE CONNECTION THROUGH A SLIT IN THE BAG
O1 W..AMAIT ENIrvcs ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE -III- ---IIII WILL NOT BE ACCEPTABLE THE CHARLES
K PRESSURE ON THE FENCE FENCE IS NOT TO BE UNDERMINED DURING IIIIII-III-III-III IIIIIIIII-I
ul CLEAN OUT III-III-III- III-III-III-III PLAN VIEW 4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
4 UPON COMPLETON OF WORK AND ADEQUATE VEGETATION GROWTH AS - - - - - - DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE y4yq FLOW PER THE PLAN SET ALL FENCING MATERIAL SHALL A REMOVED, OF COLJPCTEO SEDIMENTS. A PORTION OF TRACT#I,C.A.TUCKER LAND DIVISION
INCLUDING SEDIMENT,THE AREA SHALL IA GRADED AND STABILIZED AND
W VEGETATED ACCORDINGLY. ILMR FADMc 5.SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL
GROUND LINE SECTION VIEW OF SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
T II 1 JAI FT IE N PAGE 62 OF THE PITT COUNTY REGISTER OF DEEDS
24
1. "L"IS THE LENGTH OF THE RIP-RAP APRON. 4. A FILTER BLANKET OR FILTER FABRIC SEDIMENT FILTER BAG WITH GRAVEL PAD aauumuTTA GREENVILLE,WINTERVILLE TOWNSHIP,PITT COUNTY,N.C.
K SEDIME.TCa� IS-E 2. "d"=1.5 TIMES THE MAXIMUM STONE SHOULD BE NSTAIIFn BETWEEN THE �NN
NTE�i/
i -J- 1rMIN. DIAMETER BUT NOT LESS THAN 6 RIP-RAr AND SOIL FOUNDATION. s�'•.��4 OWNER: THE CHARLES ON CHARLES,LLC
IN A WELL-DEFINED CHANNEL EXTEND THE 5. FOR RIP-RAP PROTECTION USE CLASS"B" `_APRON UP THE CHANNEL BANKS TO AN EROSION CONTROL STONE. I ADDRESS: 639 EXECUTIVE PLACE SUITE 400
ELEVATION OF 6"ABOVE THE MAXIMUM 6. APRON TO BE PLACED LEVEL WITH THE TOP
TAILWATER DEPTH OR TO THE TOP OF THE SURFACE OF RIP-RAP AT SAME LEVEL AS = AL FAYETTEVILLE,NC 28305
KSDEPA0.TMExT Www.greenWllenc9ov x BANK,WHICHEVER IS LE55. SURROUNDING LAND SURFACE-NO249
beaw sl�R CITY OF GREENVILLE, N.C_ -nwwoa _ OVFfRFALL SHOULD EXIST.
Nxnnc�r""zres. sEwrHTxECRr OFCPEExvIUE.xc.srANDAPOSPscIDu "`°°°"° ;Il ro 24 f'7-( j; PHONE: (9t0)481-0503
e< OUTLET STABILIZATION STRUCTURE EC-3 NOTE:ALL EXPOSED SLOPES TO BE SODDED WITH CENTIPEDE SOD F'' tr
Z V SILT OUTLET FENCE v _ 310.D2 IMM EDIATELY AFTER COMPLETI ON OF GRADING ACTIVITIES. �'PiCOR"'/Pj"In"
j 1AO s� UCENSEg
O"� Baldwin Design C-3499' DESIGNED: N/A APPROVED: IF
Consultants, PA DRAWN: MAHJMTR DATE: 0424/2023
ENGINEERING-SURVEYING-PLANNING
GREENVILLE,NC 27858 252.756.1390 CHECKED: IF SCALE: NONE
Y 17GD-D PA NGTON BOULEVARD

TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER .e/-p/r."- 1"
. Seeding mixture SEEDING AMID MULCHING: GROUN D STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE
Species Rate flafaere) THENCGOl CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to pol-Indischarge offluids. nMSTlsc vml
Tha kinds.f s..antl femwer,antl the dies of applicavon dseetl,fer6f r,antl Imes...,shah be siz- Ion 1 t the details ands f t this I hest will result in the construction
German millet 40 below.During peaatls Novedapping dates,ate MrM of seen to be usetl shall be de.minetl.All ales are in p.men Ina p¢[i Ion ions an pans 2. Provide drip pans under any stored equipment.
activity being considered compliant with the Ground Stabilization and Materials Handling .... u,e MAINTENANCE PLAN
po,mas per 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the _
In the Piedmont and Mountains,a small-stemmed Sudan rase may be - IrIL
sections of the NCGOcomply
C with
the Erosion
General Permit(Sections E and approved
th The project 't -
9 Y An RaaAvavAreas - permittee shall comply whh the Erosion and Sediment Control plan approved by the q_ CalleR all spent 8uids,smre in separate..miners and property dispose as �•P -� � TEMPORARY CONSTRUCTION ENTRANCE
substituted at a rate of 50 lb/acre. March 1-Augutt 31 September[-F.1no.q a delegated authority havingionsdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible). MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD DR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THIS MAY
suit Tall Fesore 50% Tall Feame may not apply depending on site conditions and the delegated authority having jurisdiction. _ ��.®. REQUIRE PERIODIC TOP DRESSING Wf1N 2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP
-Seeding dates top Cenapetle lIXf ce.gpeda 5. Remove leaking Vehicles and construction equipment from service until the problem ��®_ -
2. Bemutlagass(honed) 35M Bematlagass(hulled) SECTION E:GROUND STABILIZATION has been emrected. �• �� SEDIMENT AND CLEAN IT OUT AS NECESSARY-IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,WASHED,OR
Mountains-May 15-Aug.15 Sapp Felilizer 500d Fertilizer n...,m,m T-I' �Y ® TRACKED ONTO PUBLIC ROADWAYS.
Piedmont-May1-Aug.15 "Ou ..as- 40o0p U.-Iche Required Ground Stabilization Timeframes 6. Bring us¢drlim-lubricants,coolants,hydraulic Fluids and other petroleum produces ara m -
CoastalPlain-A Plain-Apr. 5 to aretyclingor d'aposal canter that handles these materials.
p -Aug.g. 5tabilize within this ....- ..�w..s TEMPORARY SILT BAG INLET SEDIMENT CONTROL DEVICE
Waterand Bonow Lo.tiom Site Area Description many calendar. Ttmeframe variations "ct sr " ca"a v14w REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF THE UNIT AFTER EACH SIGNIFICANT
Soil amendments days after ceasing UTTER,BUILDING MATERIALAND LAND CLEARING WASTE (W OR GREATER)RAINFALL EVENT-
Follow 3t Beptemberl TallF ry2a
Follow recommendations of soil tests 0r apply-10 2,000 i. acre ground 75k Tall..9 75h' Tall Fes.e land disturbance 1. Nevervide a s a dburnent Waste.Place litter.adofwa debris in n,cs approved waste containers.
agricultural limestone and 7501b/acre l0-10-10 fertilizer. rasa Bemudagass(M1uu.) 35p Remutlagrass(M1ulletlJ (a) Perimeter dikes, - 2. Provideasufficient number and size of waste containers(e$dumpster,trash CONCRETE WASHOUTS REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN CONTAINMENT AREA OF THE GILT BAG WHETI TRAPPED SEDIMENT HAS
s00g Fernf 5ook F.ditzer swales,ditches,and 7 None ACCUMULATED TO 50%OF THE BAG CAPACITY OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
meter site tapiocas)on site in rs at contain Sof iton and domestic wastes. 1. Do not discharge concrete or cement slur from the sire.
4a0mt Qmes.m 400ag Dmes.ne f2 ge con slurry
Mulch Note:SW of Bahia bee untied foreimer Centipede or Bemutl pen p s 3. Locate waste containers at least 50 feet awes from storm darn inlets and surface
gals may agars on y upon Engineer's request Y 2. Dispose of,or recycle settled,hardened concrete residue in accordance will local IF USING OPTIONAL OIL ABSORBENTG,REMOVE AND REPLACE ABSORBENT PILLOW WHEN NEAR SATURATION.
Apply 4,0001h/acre straw.Anchor straw by tacking with asphalt,netting, h High Water waters unless no other alternatives are reasonably available. and state solid wasteregulations porous ry.
or a mulch anchoringtool.A disk with blades set nearly straight can be () g ry None and at an approved facility.
y 9 Approved Tall Fesare Cultivam (HOW)Zones 7 4. L«ate waste containers on areas that do not receive substan[ialamaunt,of mn.ff 3. Manage washoutfrom mortar miters in accordance with the above item and in TEMPORARY SILT FENCE
Ad Millemium Chipper Gne, lo.serp...d.riece Rubel -Tian LM. from upland areas and does not drain directly to a storm drain,stream or wetland. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL ENSURE SEDIMENT FENCE IS STILL TOED IN AS
used as a mulch anchoring tool. Avenger Caanath Gan de II Ma.dor Rebel Exeda Titanium If slopes are 10'.r less in length and are addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than 5. Cover waste containers at the end ofeadt workday and before storm events or lot perimeter silt fence. PER DRAWINGS.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.SHOULD THE FABRIC OF SEDIMENT FENCE COLLAPSE,TEAR,
Badexa Coyote Greenkeeper Ma.tla GT Rebel sentry TomoM1awk 3.1 7 not steeper than 2:1,14 days are DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT PROMPTLY.REMOVE SEDIMENT DEPOSITS AG NECESSARY TO PROVIDE
Maintenance flat=ll Dad.cl Gayslwrc Mllem.m Regiment ll 1- allowed provide secondary containment.Repair or replace damaged waste containers. 4- Instalit mp,mryconcrettwa.houtsperlacalrequirem,,t,whereapplicable.Ifan ADEQUATE STORAGE VOLUME FOR THE NIXf RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID
Refertilize if growth is not fully adequate.Reseed,refertilize and mulch Barren Dynasty loremo Montauk Rembo ndt Tm.W -7 days far stop- ter than 50'a 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is m be used,matt your approval authority for
Barrington Dominion Jushoo Mas.ng. Rendlnon Troco V Peearea _ UNDERMINING THE FENCE DURING CLEANING.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
immediately following erosion Or Other damage. length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Cean up immediately if rev and approval.if local standard details are not available,use one of the two THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED
Birso Duster ..guar. Pad. Goltl Sheloy Wacho ontamers,worlgw, types of temporary concrete washouts provided on this detail.
ahvoE-alade Ken-. Padre Signs, Watchdog -7 days forperimesl peso swales,
Bavo Es.latle Kentucky 3l Pamiw sigma wolipack (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste offsite atan approved disposal facility. 5. Do not use concrete washouts fordewatering or storing defective curb or sidewalk TEMPORARY ROCK CHECK DAM
Cny. Falowt Il.III.IV&V Kitty Hawk Picasso Silveafar Zones 9. O,business days,dean an and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(12 INCH OR GREATER)RAINFALL EVENT
CM1apIn Hill Fidelity nifty Hawk 200o ,I...a Souther,Choi.Il -10 days for Falls lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste most AND REPAIR IMMEDIATELY.CLEAN OUT SEDIMENT,STRAW,UMBS,OR DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL Chesapeake R..11 Lexi.g.. Pure Gad SI.-. bepumped out and removed from project.
ComaibAp. .-. Molichn Prospect Tarn. -1 days far perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE
ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drawn,streams or wetlands. 6. Locate washout,at least 50 feet from storm drain inlets and surface waters unless it ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
Seeding mixture (el Areas with slopes an be shown that no other alternatives are reasonably available.At,minimum, DAM-CORRECT ALL DAMAGE IMMEDIATELY.IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,ADDITIONAL MEASURES CAN BE
„�n+a�...,a.Ko.. " flatterthan 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface TAKEN SUCH AS INSTALLING A RIP RAP LINER.
Species Rate(Iblacre) "•• 'q"'O1N51ee CITY OF GREENVILLE,N.C. install protection of norm riot.inlet(s)dosestmthe washout which mold receive
.n'- Pw temrvm Win.nm there is zero slope waters unless no other altematives are reasonably available.
Rye(grain) 120 r.� w`"""'x`�'"°`°�"'"'E""""°'"° G"c'a spills ar overflow.
Note:Afterthe permanentcessation ofconstruction activities,any areas with temporary 3. Containliquid wastesmacontrolledarea. 7. Locatewashoutsinaneasilyamessiblearea,anlevel ground and install a stone REMOVE SEDIMENT THRO H THE
BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,ALLOW THE
EROSION CONTROL GUIDE a�1 groundstabilizationshallbeconve.edtq nentgm,ralmbiliratianassaonas 4. Containment must be labeled,sized and placed appropriately for the needs of site.perms entrance pad in front of the washout Additional controls may be required by the CHANNEL TO GRAIN THROUGH THE STONE CHECK DAM,AND PREVENT LARGE FLOWS FROM TARRYING SEDIMENT OVER THE DAM.
Seeding dates practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from app wingauthonty. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Mountains-Aug.15-Dec.15 activity.Temp,mrygr.undstobilizat',onshallbemaintainedinama....to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project TEMPORARY SKIMMER SEDIMENT BASIN
Coastal Plain and Piedmont-Aug.15-Dec.30 surface stable against accelerated erostoo until permanent ground Sta6tltzation is achieved. limits.Past signage on the washout itself to identify this location. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(ONE-HALF INCH OR GREATER)RAINFALL
PORTABLETOILEIS 9. Remove leavings from the washout when at approximately 75%capacity to limit EVENTANDREPAIRIMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
Soil amendments GROUND STABILIZATION SPECIFICATION 1. Install rtable toilets on level ground,at least 50 feetaway from storm drum,
as/zp/z.n-�z�t.se a s, components when
Replace the fi eti sandb When
temporary structural prior ACC UMULATESTCANB HALF THE HEIGHT OF THE FIRSTSTBABFLE PULL THE SKIMMER SI ONE SIDE TJUT THAT THE ESKIM E
Follow soil tests or apply 2,0001h/acre ground agricultural limestone Stabilize the ground sufficiently sothatrain will n.tdislodge the soil.Use one of the streams.rwetlands unless there is noalmrna[ive reasonably available.If 50 foot components when no long,, When utilizing or
O,m,a tllsl,pe lorsleeper Cer"desttallbeapplieaatatateof5 d,pera.endadd2Wd techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place i proprietary UNDERNEATHLAKE SURE VEGETATION
ION GROWING SEDIMENTTHE
TOM OF
EEPBASI BASIN,NOT HOLD DOUNTESSKIMMER OR
and 1,000 lb/acre 10-10.10 fertilizeL pO1" product,,follow manufacturer's a work,nm THE FIRST CELL MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD D04yN THE SKIMMER
Sedcea Lespedeza from January 1-DemmWizl. Temppary5tabirintipn Pemanent5ta6ilhatim an a grovel pad and surround with sand bags. 10.At the completion ofthe concrete work,re remaining leavings and dispose of
Mulch •Temp.arygmzs zeedro-ed,vi-towor. nt grass seed covered with straw or 2. Provide staking or anchoring of portable during periods of high winds or in high ddis Ifaclu HII f fam'vedstabilize an disturbance REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
Fernno, sM1ad t0.2a-2onaiy is.Addreant pa ,filth, l¢ermayb epf,,mvitletl.e1-2-2 0,is ermane .used
byr¢ loft Lt. pi,i pp imbl¢,an y
or aIlmuich anchoring
straw.Anchor with
blades
es seta with asphalt,netting. -do"iaHato.are of applimkon adjusted to promo.me same amomtmplam food asato-zo-zo analysis othermedingulche antl tackifiers G-mxagkherks1e .,a Moniorpi,dabl. used 6y removal of washout. TRASHand as tlitected .Hydmseeding •Gmreroeme...flinh as perma.nt sva 3. Monitor portsed..hersts waste ha and proin...dispose of any leaked mated l.n, SKIMMER BOBMMER ANDD DOWN
WITH DISLODGE
ETHEDEBRI WATER RESTORE
TREFLOW USUALLYTHIS
ES NOT WORK,ROPE WILL SKIMMER
used ores mulch anchoring tool.Adisk with blades set heady straight can be .Rolled.mzimmnb.l pr.aarb with or reiniarcementmatang SKIMMER BOB UP BDDOWNAND DIGLODGE THE DEBRIS AND RESTORE FLOVv.IFTHIS DOES NOT WORK,PULL THE SKIMMER
used as a mulch anchoringtool. Utilize a licensed sanitary waste hauler.remove leaking portable toilets and replace
All areas seetletl arM multlretl shall be tacked with asphalt Camping orstawinlieudaspM1alF.hshall not be wiMouttemmarygass seed •Hydmseeding with properly operating unit. OVER TO THESmE OF THEBASIN AND REMOVE THEALSOCHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED;IF
allmv.d an Pm_. •Appropriatelyappli.dstraworothermulch •shrubs or other permanent plantings mveretl HERBICIDES,PESTICIDES AND RODENTICIDFS SO REMOVE THE DEBRIS.
Maintenance .pholl-heeting withmulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
Repair and refertilize damaged areas immediately. To dress With 50 CRIMPING STRAW MULCH: .Unim--devenlydishiibutedly.-drover EARTHEN STOCKPILE MANAGEMENT IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITHA
P 9 Y P restrictions. PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER
Iblacre of nitrogen in March. If it is necessary to extent temporary s.lfidenl m reab.ln ero:ion 1. Show stockpile locations on plans.I...te earthen-material stockpile areas at lean
9 ry P ry Crimping Shan be repaired on projects adjacent.ny sedon vrmadway where Vafic is.he maintainee or z. Store herbicides,pesticides and rodentiddes in their original containers with the
coverbeond June 15,overseed with 50 lb/acre Kobe Piedmont and alloweddaa. nswrno.I...wim.simfeefnfine etl f •SVv_almenndssuchazmncrefe,aspl,of 5DfeetawwlLmstormdaininlet,,sedimentbasivs,perimetersedimentmntrols
y ( g m ge.pavement straw is.1 appli d arM Then laced,which lists directions for use,in redients and first aid ste f
Coastal Plain)or Korean(Mountains)lespedeza in late February or rsimpetl.Aner lM1e vimping ppeatipn is.mple.,an atltlinmal appli.tion of stow sM1all be epplletl antl mtaining walls and surfare waters unlessftcan be shown no other alternatives are reasonably g ps in caseo CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAI(E ANY REQUIRED REPAIRS WITH.FABRIC THAT SPANS THE FULL WIDTH
mmeda.ly lacketl with asuFirienlamounlNurNilu.tl emulsified aspMX. •Rauedermiomm�trolpraduc I. seed available
. accidental pogoning. OF THE SPILLWAY-CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,AND INSPECT THE EMBANKMENT
eddy March. 3. Do not store herbicides,pesticides and rodentitldes in areas where flooding Is FOR PIPING AND SETTLEMENT.MAKE ALL NECESSARY REPAIRS IMMEDIATELY.REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
2. Pr,five feet from
ptle with of staccesnstalled along toe of slope withaminimum offset of possible or where they Il or leak into wells,Sormwater drains,ground water SKIMMERBDPOOLAREAS.
Straw mulch.hall be surfioent length and vaabty.vdnts.nd the gimping operation. POLVAIRVIAMIDES(PANS)AND ftOCCULAMs five feet from the toe of stockpile. or surface
ey may occurs,
are,ton
1. Select flocculanis that a red to for the sails being ed dursn 3. Provide stable stone access surfacowater.Ifasmateri materials
ar media[ety.
Cam in tlum shall be sub'ect..e ofNe En ineer din are[ appropriate g expos g point when feasible. 4. 0,,at stack le these materials onsite. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.SOME SPECIAL PRECAUTIONS SHOULD BETAKEN IN THE WINTER
m�esqu'pme"t to rg pmrer murm 1 mpmra g pmv' g construction,selecting from the NCDWRIisto A dPAMS/FlocculanLs. Pt
TEMPORARY SEEDING RECOMMENDATIONS a' pacing.f.mpu blade sM1ai no ex.etl a. g .I PandS 4. with the
approve within the [,,q,i,m,,B.Sheetandtnaccord,fi, TO PREVENTTHE SKIMMER FROM PLUGGING WITH ICE.
2. Apply flocculant,of or before the inlets to Erosion and Sediment Control Measures. with[he approved plan and amy additional requirements.Sail stabilization is defined
FOR LATE WINTER AND EARLY SPRING 3. Apply flamulant,at the concentration.specified in the NCDWR ListojApproved asvegetative,physical or chemical coverage techniques that will restrain accelerated TEMPORARY POROUS BAFFLE
PAM5/Flocculants and in accordance with the manufacturer's inrtructime. porary or permanent HAZARDOUS AND TOXIC WASTE
Seeding mixture on disturbed soils forte. [control needs. INSPECT BAFFLES AT LEAST ONCE WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED
9 4. Provide panding area for containment of V¢ated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site. REPAIRS IMMEDIATELYRate(Iblacre) offshe. eo y 2. Place hazardous waste containers under coverorinsemndary mrrtainment
Rye(grain) 120 5. Store floccu lasts in lea k-proof containers that are kept under storm-resistant cover �(��T({'I��r;I;' NORTH CAROLINA 3. Do runt store hazard...chemicals,drums or bagged materials directly on the ground. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.SHOULD THE FABRIC OF A BAFFLE COLLAPSE,TEAR,DECOMPOSE,OR BECOME
Ct7''$a EAVIl'Ort7R2RtCI NCII INEFFECTIVE,REPLACE IT PROMPTLY.
Annual lespecieza(Kobe in surrounded by secondary containment structures. `�, Quality
Piedmont and Coastal Plain,
REMOVE SEDIMENT DEPOSITS WHEN R REACHES HALF FULL,TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NFCf RAIN AND
Korean in Mountains) 50 (� TOREDUCE PRESSURE ON THE BAFFLES.TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT,AND REPLACE IF
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFEC'T'1i•+�J�-04/01/17 DAMAGED DURING CLEAN-OUT OPERATIONS.SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
Omit annual lespedeza when duration of temporary cover is not to
AFTER
extend beyond June. S II ENT DEPOSITS.BRING THE AREA TO GRADE,AND STABILIZE ITSTABIL2ED,REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
Seeding dates PERMANENT ROCK RIP-RAP
Mountains-Above 2500 feet Feb.15-May 15 m 11 CITY OF GREENVILLE,N.C. ""`'pivx4e` x�,w- my INSPECTCHBNEUS AT REGULAR INTERVALS AS WELL AS MAJOR RAINS,AND MAKE REPAIRS PROMPTLY.GIVE SPECIAL ATTENTION
Below 2500 feet:Feb.1-May 1 '�^'^"'e�^°i�"'°'E'kn"o'RO-I �'v� TO THE OUIMT AND INLET SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTER CAREFULLY CHECK STABILITY AT
Piedmont�lan.1-May 1 ...","°rraAeeaam. EROSION CONTROL GUIDE ors 7_ I_ a�3�n.Ot ROAD CROSSINGS,AND LOOK FOR INDICATION OF PIPING,SCOURING HOLES,OR BANK FAILURES.MAKE REPAIRS IMMEDIATELY.
Coastal Plain-De.-1-Apr.15 I.® PART III PARTIII -111 EROSIONN ALL VEGETATION N AND SCOUR DURING OUT ACENT TO THE OFFo BANK FLOW CHANNEL IN A HEALTHY,VIGOROUS CONDITION TO PROTECT THE AREA FROM
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELFINSPECTION,RECORDMUING AND REPORTING SELF-INSPECTION,RECGMUEPING AND REPORTING
Soil amendments CITY OF GREENVILLE,N.C. TEMPORARY ROCK PIPE INLET PROTECTION
Follow recommendations of soil tests or apply 2,000 Ib/due ground SECTION A:SELFINSPEl710N SECTION B:RECORDKEEPING SECTION C REPORTING INSPECT ROCK PIPE INLET PROTECTION AT LEAGT WEEKLY AND AFTER EACH SIGNIFICANT(in INCH OR GREATER)RAINFALL EVENT
agricultural limestone and 7501blacre 10-10-10 fertilizer. STANDARD EROSION&SEDIMENTATION CONTROL PLAN NOTES: self-insp,,fl,marereg.iredd.ringn,r ,lbu.in...h.urs In,ecardnm with the tame L E&SC Plan Documentation 1.Occurrences that Must be Reported AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE
below.When adverse weather or site conditions would cause the safe f the inspection SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.PLACE THE SEDIMENT THAT IS REMOVED IN THE
safety Pe Tpproveh. E&E&SC plant he as ke11 pt
p-m-dmy rothrougwned out[the hall
rkeptnder this
p The a) V,ibl,,,dime,td,powit the itionifollowtaAng o amorwenoes; DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
Mulch 1. NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL APPROPRIATE personnel to he in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-m-0ate throughout the covemge underthis permit (a) Wsible sediment de tlon inastream orwetland.
Apply 4,000lb/acre straw.Anchor straw by tacking with asphalt,netting, EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL EROSION CONTROL which it is safe to perform the inspection.Inaddfion,when,storm eve.t.fego,im or The following items pertaining to the E&SC plan shall be kept on site and available for poll
MEASURES ARE INSPECTED AND APPROVED BY THE CITY. greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be CHECK THE STRUCTURE FOR DAMAGE.ANY RIP-RAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
ore mulch anchoring tool.A disk with blades set nearly straight Can be inspection at all times during normal business hours.
used asamulch anchoringtool. 2. SCHEDULING OFAPRE-CONSTRUCTION CONFERENCE WITH THE EROSION pedarmed upon the commenmmen[of the next business day.Any time when inspections (b) Oilspills if:
ere delayed shall be noted in the Inspection Record. at,n R,I-.- . They are 25 gaalonsor more, AFTER ALL THE SEDIENT.SMOOTH
THE ARE AREAS HAVE BEEN PERMANENTLY AS TO PRO REMOVE THE STRUCTURE AND ALL THE
CONTROL INSPECTOR IS REQUIRED PRIOR TO INITIATING LAND DISTURBING UNSTABLE SEDIMENT.SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS TO PROVIDE PERMANENT GROUND COVER.
(a)Each East measure has been ironed Initial app des edmatchC plan
measure le a copy . They are less than 25 gallons but cannot he cleaned u Rhin 24 hours,
Maintenance ACTIVITIES.FOR INSPECTION PLEASE CALL(252)329-0467.A 24-HOUR NOTICE IS r"9�"ry a d aaa Pw
laari.g^°m.I a .,,s,r rmaum :. a.ddaesnruenhaf..deviate from and s,go..ire,n,exxc mmplete,ch TEMPORARY INLET PROTECTION-HARDWARE CLOTH AND GRAVEL INLET PROTECTION
imediaelygmowing not emsily adequate.Reseed.refertilize and mulch REQUIRED. .c.a tan a Hvcat.m,dime...a.dreWtive elertiaas and signanspenton report that lists each They musesheen on surface waters(regardless of volume),or
immediately following erosion or other damage- 3. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES Ill gat,gout. oath es. very ramranam°unu shown on the approved E&SC plan. Ease measuresh,wn on the approved FASC . The thinl00feetofsurfacewaters(regardlassofvolume). INSPECT INLETSRI LEAST HER O.YAND AFTER EACHSIGNIFICANT Fin INCH ADEQUATE FLOW
GREATER)RAINFALL TAKE EVENCARE NOT R TFIE TOSH
SUFFICIENT TO RESTRAIN EROSION FOR ALL DENUDED SLOPES WITHIN 7 DAYS tp plan.This documentation is r mued upon the yore wi WERE OLFT ANY THE IRE MESH
DURING SEDIMENT
ENTTO REMOVL-REPLACE STONE
FOR SUBSEQUENT RAINS.TAKE CARE NOT TO DAMAGE OR
' initial installau of Me E&SCm or UNDERCUT THE WIRE MEGH DURING SEDIMENT REMOVAL REPLACE STONEAS NEEDED.
FOR SLOPES STEEPER THAN 3.1 OR 14 DAYS FOR SLOPES FLATTER THAN 4:1. Releases of hazards substances in exctss.f re rtame amide.undersertl.n 3u
SEEDBED PREPARATION .r N�n thec-onessmes.remamftedahertnmal (cl P° qo
Good seedbed preparation is essential to successful lanl establishment A 4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL °;;°°d`�"'..wHr nstalla.on. of the Cl...Water Act(get--40 CFR 1103 and 40 CFR 117.3)or Section 102 of CERCLA TEMPORARY DEWATERING BAG
p p p DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT GREATER a,e timer a'amp ome a�n�e THE DEWATERING BAG SHALL BE DISPOSED AND REPLACED WHEN IT IS 314 FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL FOR
ood seedbed is well- Lverized,loose,and uniform Where droseedin Th` (h)Aphaseafgmdinghazheenmmpl.ted. Initialanddaeam Loe.mxaved rev (Ref:40 CFR 302.4)ar G5.143-275.85.
pu by g vedMmeta THE BAG TO FILTER THE SEDIMENT OUT AT A REASONABLE FLOW RATE.THE INLET OF THE RAG SHOULD BE INSPECTED
THAN 1.00INCHES OF RAIN PER 24 HOUR PERIOD.FAILURE TO KEEP EROSION ,rsorm PERIODICALLY FOR DAMAGE AND/OR BLOCKAGE.SEDIMENT CONTROL STONE SHALL BE REPLACED IF DAMAGED BY HIGH FLOWS OR
methods are need,the surface may be left with a more irregular surface of Izl tasc .e mponra imic.chrom.a..Ili ins
CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN ISSUANCE OF A mrg reParfm.ahate.mole..of me d Anticipated as and unanticipated b BAG FAILURE.
large clads and scones. mrc[r.a.n phase. () p bypasses bypasses.
STOP WORK ORDER OR CIVIL PENALTIES UP TO$5000 PER DAY OF VIOLATION.
Limin-, A I limewcordin towil testrecommendations.Ifthe Hacidi SITESUTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY A MAXIMUM DEPTH OF "g whtlh"m`m"'°"" ° ' LdG .dm„,kkx,tn1,wd imctlld Initiatnddateamwaf meapp-.Ease SEMI-PERMANENT MATTING
Pmt g P ( ty) SEDIMENT PRIOR TO CLEAN OUT. hours ccortlauce,with the approved EWC plano complete,date Inishm an inspection (e) Ngnmmplianee with the conditions of this permitthat may endanger health or the INSPECT MATTING PERIODICALLY,AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,DISLOCATION,OR FAILURE.IF
rar of, is not towa,ro appoanow-t-ture sailsnd a d2-3 ouslacreo at the plan. renrtwindiatemmpilancewhhappmved environment WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED,AND REINSTALL MATTING.CONTINUE INSPECTIONS UNTIL
tam of I to I is u uall sufficient,
on co,Apply lime soils and_-.r tons/acre on fine- 5. THE CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION nl se.r_"' Itm.pe.ed, li aard-rspciBmtio�
matured soils is usually ofsoil. Apply with
PH of 6 orrnly and incorporate CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE VEGETATION IS FIRMLY ESTABLISHED.AFTER COMPLETION TE WORK CONTRACTOR SHALL REMOVE FROM THE JOB SITE AND
into the to 4-6 inches of soil. Soils with Hof 6 or heher need not be INADEQUATE. dals�(s.rsl at Id)The maintenameand repair Umplete,date ant sign an inspection remrL L Reporting Timehames and Other Requirements PROPERLY DISPOSE OF ALL REMAINING DEBRIS,WASTE MATERIALS,EXCESS MATERIALS,AND EQUIPMENT REQUIRED OF OR
p a p requirements for all E&SC measures CREATED BY CONTRACTOR
limed. 6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE 1� "cot ie9.o�.amwaopr.-.. an, have been ped.med. After,pem,tttee becomes aware of an occurrence that most be reported,he shall contact
CITY OF THE DATE OF THE LAND DISTURBING ACTIVITY. zahvan of pn'urolsml...dl.-,L.aA.g..dfeaa the approprot,Division regional office within the Unreframes and in accordance with the TEMPORARY WATTLE
1e)lbnectiae aabns have been dken Initial antl dateampyaf[M1e appmyetl E&SC .therrequirements fisted below.Ocomrences mrside normal business hours may,],.be
Fertilizer-Base application tales on soil tests.When these are not possible, 7. ACCEPTANCE&APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR ,,,e,g,mame.are.ora to EMCmeazures. planor complete,dateandsignan tmpection INSPECT WATTLES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT RAINFALL(I 2 INCH OR GREATER).MAKE ANY
(at vedm.ac°r A reported to the Department's Environmental Emergency Center personnel at(800)
apply a 10-10-10 grade fertilizer at 700.1,00016/acre.Both fertilizer and Lime COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,REGULATIONS a report to indicate the mmpleaon of the REPAIRS IMMEDIATELY.
should be incorporated into the top 4-6 inches ofwil.Ifa hydraulic seeder is AND RULES.IN ADDITION,LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY =I� P ,abdteme,emme„tah.imm fi5B-W68.
used,do not mix smd and fertilizer more than 30 minutes before application- ALSO APPLY TO THIS LAND DISTURBING ACTIVITY.APPROVAL BY THE CITY DOES non, . LAddil',anal Documental',,,W be Kept an Site earve ac Reporting mnrabooras(now,Dhxavwy)and Omer Requirements SHOULD WATTLE COLLAPSE,TEAR,DECOMPOSE.OR BECOME INEFFECTIVE.REPLACE PROMPTLY.
NOT SUPERSEDE ANY OTHER PERMIT OR APPROVAL h...r v..,mm.ammsake.mm.wlhnvr. Inadditio,to the E&SC plan documents above,the following items shall bekept on the fa)Ymlesedimenr td�d-hours,anoralorelect ....tit[ton. REMOVE SEDIMENT DEPOSITS TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN EVENT WHEN SEDIMENT HAS
Surface roughening-If recent tillage operations hay.resulted in a loose 8- THE CITY RESERVES THE RIGHT TO ENTER AND INSPECT ANY PROPERTY WITH IN _ a site and available For inspect,rsat alltlmes during normal business hours,unless the deposRIonoa .kwdd,7rolerviard,ys,a reportova,afairs a desviption of the
surface,additional roughening may not be required,except to break large Isl svedam.yr °" Division provides a site-specific exemption based on unique site conditions that make eam arwer. sediment and anon:taken to address the cause of the aepnsition. ACCUMULATED TO'h OF THE WATTLE DIAMETER SIZE.
W ITS JURISDICTION FOR COMPLIANCE WITH THE SOIL EROSION AND SEDIMENTATION v,°°r:.e°^ a uan°nen,'T o" this requirement.m practical: mmRmay waiveth.req.h.memfor.,wm
clods. If rainfall muses the surface to became sealed or crusted,loosen it CONTROL ORDINANCE. Iwh... hw on."roans oessn,r Icm�r.a�dmr�°rrm,remve..v°motr,.m set,-se bash. en remrfma TAKE CARE TO AVOID DAMAGING OR UNDERMINING THE WATTLE DURING CLEAN-OUT
just prior to seeding by disking,raking,harrowing,or other suitable methods. 9. IN ANY EVENT,SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE . 11.) _ amain redrawn.,°m..pw°pa.moa,i.. (a) This General Permit as well as the Certificate of Coverage,after it isreezived. Dthe stream is.amea on the Nc3mfdl l as Imam-for sehimem,
Groove or furrow slopes steeper than 39 on the c.nmm before scedine PROVIDED WITH GROUND COVER,DEVICES OR STRUCTURES SUFFICIENT TO t mmF h.n,IZR.l.dne-ic related m„es,the pemittee may be rmai,ed To perform ackinuml TEMPORARY CONCRETE WASHOUT
I.).r.a.d earn ph.se .glrt"z>ana "von h Record,.f in inspection,made dodo the previous twelve months.The rmRtee shall ...I,.log.inspeca..sorapply mmostringentpacti.z Fooff OPERATING AND INSPECTING WASHOUT FACILITIES CONCRETE WASHOUT FACILITIES SHOULD BE INSPECTED WEEKLY AND
(Practice 6.03,S..f ce Roughening). RESTRAIN EROSION WITHIN FOURTEEN(14)CALENDAR DAYS OF COMPLETION OF g g 1 1sp g P evio pe m -
ANY PHASE OF GRADING. arse: card the required observatim s.n the Inspection Record Form provided by the determine Mat adrifti...I regmreme,m are needed m assure compliance ESPECIALLY AFTER HEAVY RAINS TO CHECK FOR LEAKS,IDENTIFY ANY PLASTIC LININGS AND SIDEWAMS HAVE BEEN DAMAGED BY
on orredcvebal� rat rbentm mink f.ae lorsrate"o ired-waterzmndio..,. CONSTRUCTION ACTIVITIES,AND DETERMINE WHETHER THEY HAVE BEEN FILLED TO OVER 75 PERCENT CAPACITY.MEN THE
Sail prepares[ion-Tes[soil to determine the exact requirements for lime and cmi,,mmw p p Division.rasimil,rinsp,,b,nformthatindudesalltherequiredelements.Uw,f
10. MAINTAIN EROSION CONTROL MEASURES AS NECESSARY. h)Oil,-.Xis and Wfrhi,z.d,inu m dal.hour
d,ur.nfiatinn Tr,e nadr ton WASHOUT CONTAINER IS E O r. OVER 75 PERCENT OF ITS CAPACITY,MOWMINUESITE
INPOURING CONCRETE R-A THE FACILITY
fertilizer.Soil costs ma bemnductedb the Statesoiliesting labarar table mven_m eleCtronimllyavailable records in lieu of the required paper motes will be allowed if re -
Y Y �u 11. ALL FEES SHALL BE PAID TO THE CITY OF GREENVILLE PRIOR TO MAKING ANY lease of shag intrude ofomaton ah.utthe tlate,nme,metre,wl....nd UNTIL I HAS BEEN CLEANED OUT.ALLOW SLURRY MA EVAPORATE OR REMOVE FROM SITE IN I SAFE MANNER.ALL HARDENED
emi.I laboratory.Information on Ree sail testing is available from the shown to provide equal access and utility as the hard copy records. s.-res Iovtion of the spill or no­ MATERIAL SHOULD BE REMOVED AND RECYCLED.DAMAGES TO LOWERED
ERED OR T SHOULD I E REPAIRED PROMPTLY.BEFORE HEAVY N UTILITY CONNECTIONS, suM1aames per Item RAINS,THE WASHOUT COMAINERS LIQUID LEVEL SHOULD BE LOWERED OR 171E CONTAINER SHOULD BE COVERED TO AVOID AN
a Agroeomic Division of
North Carolina Department ofAgrimimre or the 12. PLEASE BE ADVISED THAT THE RULE TO PROTECT AND MAINTAIN EXISTING as°a tam ev II ° ee az 3.Dodaca udiTo m be attained for Threel/tam 11bHc)above OVERFLOW DURING THE RAIN STORM.ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND MUST BE CLEANED
_ Agricultual Extension Service.Where sodding must be planned without soil BUFFERS ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE All data used To complete the e-NOl and all inspection records shall be maintained fora period (C)Andapatea •Areport ar rmst con days before arc dote ofine Bypass,ypmslbM. AND REMOVED WITHIN 24 HOURS OF EVENT.REMOVE TEMPORARY CONCRETE WASHOUT FACILITY WHEN THEY ARE NO LONGER
Lists the tolloWin I amendments may be sufficient: NOTE:The rain inspection reset,the required 7 calendar day inspection requirement of three years after project completion and made available upon request.[40 CFR]22.411
g sot ON JULY 22,1997.A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING bypasses fK)cm There,m],lelic.dea.evalmrt..ofthe nurwated gmgty,and NEEDED AND RESTORE THE DISTURBED AREAS TO THEIR ORIGINAL CONDITION OR AS PROPOSED ON THE PLAN.
ro •Pulverized agricultural limestone at a one of t tons/acre(I Go lb/1,000 BUFFERS ALONG WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE -"'l(m)PH effectafthebypas.
❑ Rz) ON JANUARY 1,2000.THESE RULES ARE ENFORCED BY THE DIVISION OF WATER PART 11,SECTION G,HEM III) (d)Om cirofed • n,rh;nz4baort,....1ar eouvmc.mirtalion. TEMPORARY VEGETATION
bypass es[4 m • Wfahyn 7 cprmd,r d. report that indudes an evaluation of the
QUALITY011 DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 12241(m)13)I quality antl effect pftM1e by pass RESEEDAND MULCH ARFAWHERE SEEDLING EMERGENCE IS POOR,DR WHERE EROSION OCCURS,ASSOONASPOSSIBLE.DONOT
•Fertilaermamte of 1,00016/aae(25 Ib/1,000 Rz)of 10-10-10 in fall. RULES TO YOUR PROJECT TO MR.ROGER THORPE,REGIONAL QUALITY le)Nommnpfan. Within ZOhpurs,an pal or elec.enic notifivt-a MOW.PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
_ 5-10.10 aspeng. SUPERVISOR.WASHINGTON REGIONAL OFFICE,AT(252)946-6481. Sediment basins and traps that receive runufffmm drainages az.fane acre-ommshalluseamletstmco.imsthatwithdawwaterfmm the smfacewhen these devices need to he dawn dawn wimthemndm.m . M,em"Pml.n .I,,s,a poothatovmvms.de..Ptlmoflht TEMPORARY MULCHING
13. DEWATERING OPERATIONS REQUIRE FILTRATION BEFORE ENTERING EXISTING far maintenance or closeoat unless this is infeasible.The circumstances in which ft is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). .fth.Permh that mmplia".,and its vuses;the period of nonmmpIir INSPECT ALL MULCHES PERIODICALLY,AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,DISLOCATION OR FAILURE WHERE
Equivalent nutrients maybeapplied with other fertilizer formulations.Thew Non-surface withdrawals from sediment basins shall he allowed only when all of the following criteria have been met may endanger .dudire evn dates and times,and ifthe nonmmplo oeha rx EROSION IS OBSERVED,APPLY ADDITIONAL MULCH.IF WASHOUT OCCURS,REPAIR THE SLOPE GRADE,RESEED AND REINSTALL
amendments should be eyenl the area,and incorporated into thc STORMWATER INFRASTRUCTURE. 1w.I..,the bee.. ored,the.hxici tetltimenanompran.isexpected[o r`o p y over14. SEDIMENT WILL BE SWEPT FROM STREETS AS NEEDED,BUT A MINIMUM OF ONCE A -
ent14D continue;dent zte k or plan.etl to retluce,eliminme,and MULCH.CONTINUE INSPECTIONSUNTIL VEGETATION IS FIRMLY ESTABLISHED.
[op4-S inches of soil by diskine,ha[row'ing,or other effective means. if (a) TheE&SC planauthorityhas been provided with documentation.f the non-surtam withdawal and the specifictime periods or mnditigns in which it will actor.Thengn-surface withdrawal e"'"ronm peas.
WEEK ffalzzA1p11T1 prevent reallmay,re yr the mnmmpcance.[4o cERtu.4tp)(5). GRADED AREAS
topsoil is applied,follow specifications given in Practice 6.04,Tops.iling. shall not commence until the as be plan authority has approved these stems, Dtvlm.n stiff may waive the requirement for a"Inert report on a
15. EARTHEN MATERIAL STOCKPILE AREAS ARE TO BE LOCATED AT LEAST 50 FEET PERIODICALLY,CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND SEOONS AN O CONTROL PRACTICES,
Prior To laying sod,clear the sail surface of Trash,debris,roots,branches, FROM STORM DRAINS,INLETS,AND SURFACE WATER_ Ibj The non-surface withdrawal has been reported as an anticipated bypass to accordance with Part III,Section C.Item IZ)(c)and(d)of this permit, case-by-case bass. ESPECIALLY AFTER HEAVY RAINFALLS.PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER-DISPOSAL
Y stones (c) Dewateringdischargesaretreatedwithcontr"Ismmsnimizedischargesofpoll....fmmstormwaterthatisremovedfmmthesedimentbasin.Examplerofappropdatemntrolsinclude PRACTICES-IF WASHOUTG OR BREAKS OCCUR,REPAIR THEM IMMEDIATELY.PROMPT MAINTENANCE OF SMALL ERODED AREAS
m ,and clods larger than 2 inches in diameter oor in 16. ANY NEW OR RE-GRADED DITCHES TO BE STABILIZED IMMEDIATELY AFTER
o a .Fill or level low sp order to standing alet Rake or harrow the site to aeldeve a smooth properly sited,designed and maintained dewatering tanks,weir tanks,and filtation systems,GRADING IS COMPLETE. BEFORE THEY BECOME SIGNIFICANT GULLIES.AREAS ARE TO BE SEEDED AS PER NORTH CAROLINA EROSION AND SEDIMENTATION
. g t v (dl Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewateri ilium onsm:devices described in Item(c)above, r- NOTES AND SEEDING CRITERIA
O and level final de. 17. ALL DEBRIS FROM CLEARING AND CONSTRUCTION SHALL BE REMOVED FROM THE (a) ry pa ps,an pap are pmvi g pot. g NORTH CAROLINA
"� Velocity dissipation devicossuch has dams,sediment to dri ded at the dischare points all dewaterin devices,and pl ri
RIPARIAN BUFFER. `,-t'.'1'�EAVironmental NCI• DUST CONTROL
Coco 1 t 1 tionb lfing or culti cking to firm the soil.Avoid 18. A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN MUST (0 Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of inamanner that does,at cause deposition of sediment into waters of the United stares. Quality
¢ p e e sot preparation y ro pa _-_--_ __ MAINTAIN ALL AND ANY DUCT CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN
1. using heavy equipment on the area,particularly when the soil is wet,as this BE KEPT ON SITE AT ALL TIMES IN A PERMIT BOX THAT IS CONSPICUOUSLY srnaHLHzeD.
E may
y cause excessive compaction,and make it difficult for the sod to take LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. NCGO I SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
cI_
SEEDING AND MULCHING SCHEDULE PER ACRE FOR WETLANDS
cv RIPARIAN BUFFER MIX-ERNMX-178
BOTANICAL NAME COMMON NAME
10.00%Cares vulpinoidea Fox Sedge
I' BDD%Panicumclandesfinum,Ttoga' Thalia
'Deer Tongue CONSTRUCTION SCHEDULE:
v 8.00%Schizachyrium scoparium,PA ecotype Little Bluestein,PA Ecotype
6.00%Chainaecrista fawiculate Partridge Pea 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. 17. PROOF ROLL SUBGRADE(BY OWNER).
Jo 6.00%El riparius Riverbank Wild Rye 2. HOLD PRE-CONSTRUCTION MEETING WITH CITY OF GREENVILLE EROSION AND SEDIMENTATION CONTROL 18. INSTALL CURB AND GUTTER,SIDEWALKS,AND HC RAMPS.
m 6.00%FJymus Virginlcus Virginia Wild Rye INSPECTOR GRADING CONTRACTOR,PROJECT ENGINEER,AND OWNER. 19. INSTALL CABC UNDER ASPHALT.
z 6.00%Verbena hastata Blue Vervain 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. 20.FINE GRADE BUILDING PADS AND OPEN AREAS AND TOP DRESS AREAS TO BE SEEDED WITH STOCKPILED SHEET 24 OF 24
O 5.00%Andropog.n gerardii,'Niagara' 'Niagara'Big Bluestein4. INSTALL TEMPORARY PERIMETER SILT FENCES AS THE FIRST CONSTRUCTION ACTIVITY PRIOR TO THE TOPSOIL EROSION CONTROL NOTES
z 5.0 sis 0%Hello helianthodea Ox Eye Sunflower
P V INSTALLATION OF ANY FILL. 21. SEED&MULCH ALL EXPOSED AREAS EXCEPT BUILDING PADS PER SEEDING SPECIFICATIONS.
IS S-00%Viburnum denlatum Arrow Wood 5. CLEAR WOODED AREAS. 22. PERFORM THICKNESS AND COMPACTION TESTING ON CABC(BY OWNER). THE CHARLES
4.00%Comus amomum Silky Dogwood
O 6. INSTALL TEMPORARY SKIMMER SEDIMENT BASIN_ 23. PAVE PARKING LOT AND STRIPE.
w 4.00%Panicumrghastmm virg,um,'Shelter' 'Shelter'Swdchgass 7. STRIP SITE OF TOPSOIL(6"I AND STOCKPILE ON SITE TO USE IN FINAL GRADING OF SITE. 24. IN ANY EVENT,SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER,
4.00%Soutans,PA Ecotype India-grass,PA Ecotype
2.OG%Asclepias synaca Common Milkweed B. INSTALL STORM DRAINAGE PIPES AND STORM DRAINAGE STRUCTURES. DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN SEVEN(7)DAYS FOR SLOPES STEEPER A PORTION OF TRACT#1,C.A.TUCKER LAND DIVISION
w 2.00%Desmodium mnadense Showy Tick Trefoil 9. INSTALL EROSION CONTROL MEASURES AT FLARED ENDS OF STORM DRAINAGE PIPES. THAN 3:1.OR WITHIN FOURTEEN(14)DAYS FOR SLOPES FLATTER THAN 4.1.
w 2.00%Eupatorium fistuleaum Joe Pye Weed 10. INSTALL INLET PROTECTION DEVICES. 25. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING,CLEAN SEDIMENT OUT OF SKIMMER SEDIMENT REFERENCE:MAP BOOK 87,PAGE 136 AND DEED BOOK 4253,
i 2.00/Eupatorium maculatum Spoiled Jan,Pye Weed 11. PERFORM GRADING ACTIVITIES IN PARKING LOTS&BUILDING PADS. BASIN AND CONVERT SKIMMER SEDIMENT BASIN TO THE PERMANENT SITE SCM,STORMWATER WIE TLAND. PAGE 62 OF THE PDT COUNTY REGISTER OF DEEDS
r? 2.OD%Eupatorium pedolialum Bonesef 12. BEGIN SANITARY SEWER CONSTRUCTION. 26.ADDITIONAL EROSION&SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE CITY OR ENGINEER IF
j 2.OD%Juncuseffusus Soft Rush 13. INSTALL WATER LINE AND SERVICES. DEEMED NECESSARY. ouluR......e GREENVILLE,WINTERVILLE TOWNSHIP,PITTCOUNTY,N.C-
. 2.OD%Monarda fistulosa Wild Bergamot 14. INSTALL UNDERGROUND ELECTRICAL 27.AFTER SITE IS STABILIZED,REMOVE ALL TEMPORARY MEASURES,FINE GRADE DISTURBED AREAS,AND INSTALL J xxt WW:':R yyz
2.00%Penstemon digitalis Tall White Beard Tongue �,_'R.w"L5't',zz"' OWNER: THE CHARLES ON CHARLES,LLC
g 15. FINE GRADE PARKING LOTS&BUILDING PADS. PERMANENT VEGETATION ON THE DISTURBED AREAS. of
2.00%Rhos III, Stagham Sumac _„
m 2.00%Rhos III,i a Black Eyed Susan 16. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS WHERE WORK IS DELAYED AND/OR WHERE WORK IS 28.FINE GRADE,PERMANENTLY SEED,AND MULCH ALL LANDSCAPED AREAS. __ ADDRESS:639 EXECUTIVE PLACE,SUITE 400
F 1.00%BapOsia ausialis Blue False Indigo COMPLETE. 29. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES UPON COMPLETION AND SEAL -'/_ FAYETTEVILLE,NC 28305
,I 7.00%Euthamia gaminifolia Gross Leaved Goldenrod STABILIZATION OF PROJECT(.80%). _ UU43249
4 1.00%Vemonia gigantea Giant Ironweed 30. PROPOSED CONSTRUCTION TIME:12TO 18 MONTHS. - _,II_'2�,I4- ,L PHONE: (g10)481-05U3 E�
m 31 SEDIMENTATION CONTROLVALAN CLOSE-OUT DOCUMENTATION FROM CITY OF GREENVILLE EROSION AND '�'!c0 P��,;u- Baldwin DeSW, 3`498 DESIGNED-_ WA APPROVED: IP
Ul
. SEEDING RATE:15 LB PER ACRE,OR 113-12 LB PER 1.000 SO FT
� Consultants, PA DRAWN: MAH/MITI DATE 04242023
- ENpMDUNG-SURVEYING-PLANNING
0 CHECKED: IP SCALE: NONE
T1 ii 170E-0 EAST C 278 8 BOULEVARD D
GREENVILLE,NC 27856 252756.1390