NCC242828_MODIFICATION Supporting Documents_20240923 (2)

8 7 6 5 4 3 2 1
GENERAL NOTES: EROSION&SEDIMENT CONTROL NOTES:
/'�` EXISTING CONDITIONS LEGEND
C-001 C 002`�A R W C-003 CONTRAONTHE RESPONSIBLEFROMTH SURFACE,
E,OR LOCATED
DBY81E FROM CONSTRUCTION
SITE
ENTERING
ORMENTANDDEBRIS M
RMF
q1.�W R >S • SHOWN ON THE PLANS,VISIBLE FROM THE SURFACE,OR LOCATED BV 811. FROM LEAVING CONSTRUCTION SITE AND ENTERING STORMWATER SYMBOL DESCRIPTION
'••III11}}�)�r�i ��- LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED UTILIZING GPR CONVEYANCE SYSTEMS. Engineering/ "i•�I w ROW PRIOR TO EXCAVATION.CONTRACTOR SHALL BE RESPONSIBLE FOR 9 g
2. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO I/
TRANSFO MERE ROW PROTECTION OF ALL UNDERGROUND UTILITIES. SHALL CONTACT li EXISTING BUILDING
R ALL LOCAL UTILITY AUTHORITIES,AS REQUIRED,AT LEAST 72 HOURS PRIOR TO FORBEG MAINGANVLAND DISTURBING ACTNITYEROSION AND
IS RESPONSIBLEDEVICES
LLLL
r � TO CONTAIN NING SEDIANDADJUSTINGE PROTECTED
ED ORKA EAASNEEDED. 1MARCO CORPORATE
INC.
�� �2(' O•• �0 ALL EXCAVATION. TO CONTAIN SEDIMENT WITHIN THE PROTECTED WORK AREA IS NEEDED. . HOB'I ARCO CORPORATE DRIVE
Y _ E .• /� EX.BOLLARD
H ROW 2. EXISTING FIBER NE WORKS ARE SHOWN PER AVAI ABLE RECORDS.PRIOR TO 3. TREE PROTECTION IS REQUIRED FOR ALL TREES NEAR CONSTRUCTION NOT SUITE 300 H
C a BEGINNING WORK IN IN EACH AREA OF CAMPUS,CONTRACTOR SHALL IDENTIFIED TO BE REMOVED ON DEMOLITION DRAWINGS.CONTRACTOR IS 0 EX CURB AND GUTTER RALEIGH,NC 27617
• COORDINATEWTH CWHERAND'ALLABOUT NETWORKS OFVIRGINIA BEACH, RESPONSIBLE FOR REPLACING ANY TREE THAT IS DAMAGED DURING P:919-941-9876 F:919-941-9957
VA(RICK CU N N INGHAM)FOR ASSISTANCE IN VERIFYING CAN PUS CONSTRUCTION.WH ERE DAMAGE OCCURS OUTSIDE OF TREE PROTECTION EX.
UNDERGROUND FIBER NETWORK. FENCING OR ROOT PRUNING AREAS. GRANITE CURB
3. CONTRACTOR SHALL BE RESPONSIBLE FOR DISCLOSINGAND IMMEDIATELY 4. NO STOCKPILING IS PERMITTED WITHIN THE DRIPLINE OF EXISTING TREES. X EX.FENCE /�,I/�4 T
• -.. a NOTIFVING THE OWNER AND ENGINEER UPON DISCOVERVAND/OROMISSIONS 5. EQUIPMENT UTILIZED DURING CONSTRUCTION ACTNITVON SITE MUST BEOF EXI �/ .` `T 1
_;-:;., ._ •' ANDIOR ING DURINGI ITIESCONS FOUND DURING PRE-CONSTRUCTION INVESTIGATION OPERATED OR ACT NTAINALPO D INPOLLUTION
SUCH SURFACEMANNER AS TO GROUNDWATHE EX.gSPHALTPAVEMENT
ANDIOR DURING CONSTRUCTION. POTENTIALS, ACTUAL POLLUTION A SURFACE OR GROUND WATERS.FUELS,
r f •'• pp� LUBRICANTS,COOLANTS,AND HYDRAULIC FLUIDS,AND ANY OTHER 2ABETN CITY STATE UNIv ERSITY
'O may p. uME 4. IN EXTERIOR WALLS
OR UNDERGROUNOSED D
TUNNEL
WORK EXPOSESBUILDINGSUI_A PETROLEUM AS
TO ENTER THE CLEANED UPAND RFACE RGRO ND. ROW EX.RIGHT-OF-WAY
[A� EXTERIOR WALLS OR UNDERGROUND TUNNEL WALLS,DAMAGED INSULATION MANNER SO AS NOT TO ENTER THE WATERS,SURFACE OR GROUND. FOUNDED 1••1
C 00 1 C 005 C 00� BUDIOR WATERPROOFING MUST BEILDING AND OR TOTUNELRACKET((FOR S. LOCATE ALL STOCKPILES AT LEAST 50 FEET AWAYFROM STORM MAN INLETS - - - EX STREAM
_ _ •_• BIDDING PURPOSES,ASSUMEALL BUILDING AND TUNNEL WALL PENETRATIONS
O � AND SURFACE WATERS.
HAVE EXISTING WATERPROOFING SYSTEMS TO BE RESTORED.
]. CONCRETE MATERIALS NAGEDE,INCLUDING EXCESS CONCRETE,FACEWMUST R EX.WALL
5. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION SUPPORT AND EXISTING CONTROLLED ANO MANAGED TO AVOID CONTACT IMTH SURFACE WATERS,
• � •' UTILITYSUPPORT.WORKING AROUND EXISTING UTILITIES,EXCAVATING, WETLANDS,OR BU FFERS.NO CONCRETE OR CEM ENT SLURRY SHALL BE EX CONCRETESIDEWALK
LAVDOWN AREAL t SHORING,SUPPORTING IS CONSIDERED MEANS AND METHODS.CONTRACTOR DISCHARGED FROM THE SITE.
• "•• ISR. UIREDTOFOLLOWALLOSHAANDGOVERNINGREGULATIONS.
0.70 AC • Q 8. ALL DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT SOIL
9 • • • • STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL AND WTHINI4 0
4 6. CONTRACTOR SHALL PROVIDE TEMPORARY 6FT.HIGH CONSTRUCTION FENCE
�• ®•• •••'• � ° WITH VISUAL SCREENING AROUND ENTIRE PERIMETER OF PERMANENT CALENDAR DAYS FROM THE LAST LANDDISTURBING ACTIVITY,WTH THE EX.ASPHALT SIDEWALK G
G :®• STAGING AREAAND SECURE AT ALLTIMES.PROVIDETEMPORARV B-F. EXCEPTION OFTHE AREAS MARKED ON THE PLANS THAT REQUIRE SOIL -------- EX INTERNED ATE CONTOUR
If CONSTRUCTION FENCE WITHOUT VISUAL SCREENING ALONG THE ACTIVE STABILIZATION MATH IN 7 DAYS.
O O WORKSITEA KABLE GATES SHALL BE PROVIDED AS NEEDED.LOCKS SHALL 9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AND --450---- EX.INDEX CONroUR
O fuu Q ���•••@@@ BE APPROVED BV OWNER TO ALLOWACCESS THE CONSTRUCTION AREA RE PAIRED AS NECESSARVWTHIN 24 HOURS OF ANV STORM EVENT OF
4 ,E CONTRACTOR SHALL PROVIDE MEANS TO ENSURE FENCING REMAINS UPRIGHT. GREATER THAN.50 INCHES OF RAIN PER 24 HOUR PERIOD.
••' � O•: X456 EX.SPoTELENADON
•••Q 7. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM OWNER PROPERTYON 10.EROSION CONTROL DEVICES MAY NOT BE REMOVED UNTIL AFTER
• �Q©•� _ REGULARLY SCHEDULED BASIS. ESTABLISHMENT PERIOD(UP TOONE YEAR AFTER PROJECTCOMPLETION). Q EX.TREE
•/Z'�• ° •, _ 11.CONTRACTOR IS RESPONSIBLE FOR DEWATERING TRENCH AT ALL TIMES.
S. ROADS AND WALKWAYS SHALL BE RESTORED AND RETURNED TO OWNER AS CONTRACTOR SHALL DISCHARGE WATER FROM THE TRENCH TO SEDIMENT EX.TREELINE
SOON AS POSSIBLE ORIN ACCORDANCE WITH OWNER-APPROVED TRAFFIC BAGS OR TO SEDIMENT TANKS PER THE SPECIFICATIONS.SEDIMENT BAGS
7 /� R� /� A CONTROLPI_N TEMPORA YREPAIRSCA BEMADETORCAQSAND SHALL BE PLACED IN STABILIZED AND VEGETATED AREA DOWNSTREAM OF
IC-0 0■ rwtua scrv�a�a I 00 V l 00V O WALKWAYS TO ALLOW FOR USE AFTER THE AREA IS VACATED.TEN PORARV CONSTRUCTION. EX.SHRUBS/BUSHES
lV• • •V- REPAIRS SHALL BE MAINTAINED UNTIL PERMANENT REPAIRSARE MADE. 12 CONTRACTOR SHALL INSTALL AND MAINTAIN APPROPRIATE EROSION AN
O ® EX.SHRUBBUSH
SEDIMENT CONTROL MEASURES TO ENSURE SEDIMENT DOES NOT LEAVETHE
TEMPORARY LIGHTING: SITE DURING ALL PHASES OF CONSTRUCTION.ANY SEDIMENT DEPOSITED
SIGN
OUTSIDETHEPROJECTWORKAREA,INCLUDING TRACKING OUT,SHALL BE EX.
1. NMERE EXISTING SITE LIGHTING IS DISTURBED OUTSIDE OF THE IMMEDIATELVCLEANED UP BVSWEEPING ANDIOR REMOVING THE MATERIAL BY
CONSTRUCTION AREA(BV LIGHT POLE REMONALOR CIRCUIT DISRUPTION), HAND.ACCUMULATED SEDIMENT ON HARD SURFACES 8 ALLNOTBEWASHED -¢ EX.LIGHTPOLE
•`/-' CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY LIGHTING INTO STORM DRAINS,GUTTERS,OR RECEIVING WATERS.ALL INSTALLED
O • B TO MATCH EXISTING LEVELS.INCLUDING,BUT NOT LIMITED TO,TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE THE
F CIRCUITS AND LIGHTS.CONTRACTOR SHALL CONNECT TO EXISTING WIRING AT
• THE NEAREST UNDISTURBED LIGHT POLE,EXTENDING TO TEMPORARY PROJECT AREAIS FULLY STABILIZED. EX.STAIRS F
O LIGHTING AND/OR TO THE NEXT UNDISTURBED LIGHT POLE,WTHIN THE SAME 13.ALL STORMYMER INLETS LOCATED IN CONNECTING,DOWN GRADIENT,PAVED
aQ• CIRCUIT.UPON COMPLETION OF THE UTILITY INSTALLATION.CONTRACTOR AREAS SHALL HAVE PROTECTIVE MEASURES INSTALLED TO PREVENTA ® EX.CHILLED TER VALVE
Be
S WA
HALL INSTALURECONNECT THE DISTURBED POLE OR CIRCUIT TO DISCHARGEOFSEDIMENT TO THE STORM SEINER SYSTEM OR STORMWATER
o Q ® °�•® PRE-CONSTRUCTION CONDITIONS,UNLESS OTHERWSESHOWN. CONTROL MEASURE(SCM)DEVICES.IN THE EVENT THAT SEDIMENT FROM THE 12"CHW9
z ® ® ®�• • ••O , • CONSTRUCTION SITE IS DISCHARGED TO THE STORM SEWER SYSTEM,THE -CHWW EX CHILLED WAJER SUPPLY&RETURN
DEMOLITION&RESTORATION NOTES: CONTRACTOR SHALL IMMEDIATELY REMOVE THE SEDIMENT AND CLEAN THE CH
AFFECTEDAREASTOPREVENT A DISCHARGE INTO SCMS.IN THE EVENT THAT I,CHWR
1. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING AT NO SEDIMENT FROM THE SITE IS DISCHARGED INTO AN SCM,THE CONTRACTOR
ADDITIONAL COST,ANY AREAS DAMAGED ON SITE DUE TOCONSTRUCTION, SHALL IMMEDIATELY REMOVE THE SEDIMENT AND IMPLEMENT ALL ACTIONS 12"COWS
INCLUDING,BUT NOT LIMITED TO,CURB,ASPHALT,SIDEWALKS,SITE NECESSARY TO RESTORE THE SCM(S)TO FUNCTIONING STATUS. -COW- EX.CONDENSERW47lFRSUPPLY/RETURN
C-010. • C-011'!'V WHFURNISHINGS,LIGHT/POWER POLES,SIGNAGE,EXISTING UTILITIES,ETC.TO CERTIFICATION,FROM A LICENSED PE,ATTESTING TO THE FUNCTIONING CDW
•` THE SATISFACTION OF THE OWNER AND ENGINEER. STATUS OF THE AFFECTED SCM(S)SHALL BE PROVIDED BY THE CONTRACTOR. 10 CDWR
2. EN WORKING IN AND AROUND EXISTING BUILDINGS AND STRUCTURES, 12"HWS
°� •• (� EXTREME CARE SHALL BE EXERCISED WITH REGARDTO PROTECTION OFTHE PHASING&TRAFFIC CONTROL NOTES:
�"^•�' :_} �i_ ` - �'' • it(y EXISTING STRUCTURE AND SERVICES WMICH WALL REMAIN.ANV DAMAGES HW_ EX HEATING WATER SUPPLY&RETURN
O -- �� ___�_ �" • °' SHALL BE REPAIRED,REPLACED,OR RESTORED TO THE SATISFACTION OF THE 1. CONTRACTORSHALL PROVIDE TEMPORARY TRAFFIC CONTROL MEASURES 12°HWR
-- K,s OWNER ANO SHALL NOT RESULT IN ANV EXTRA COST. (VEHICULAR AND PEDESTRIAN)IN ACCORDANCEWITH THE MANUAL ON
_ • UNIFORM TRAFFIC CONTROL DEVICES(MUTED),LATEST EDITION AND SHALL
s D �• \ 3. DURING CONSTRUCTION AND UPON COMPLETION OF WORK,CONTRACTOR COORDINATE FINAL LOCATION OF ALL TRAFFIC CONTROL DEVICES WTI,
p , 1 SHALL REMOVE ALL EVIDENCE OF WORK INCLUDING DIRT,ASPHALT,TIRE OWNER EX HEATING WATER MANHOLE
•� +• • � TRACKS,ETC.,AND LEAVE THE SITE INA CLEAN AND ORDERLY CONDITION. L-J E
E ;1 DURING AND UPON COMPLETION,CONTRACTOR SHALLSWEEPASPHALT 2. CONTRACT ORSHALSING,AND NATE
CONTROL
PLCHEDUCE,
a • f/. , P,fEMENTANDCONCRETESIDEWALK,ANDKEEPTHESITEINANEATAND CONSTRUCTION PHASING,AND TRAFFIC CONTROL PLANS(VEHICULAR AND 24-RCPSD
�1L 3 ® • / ORDERLY CONDITION.ALL MUD AND CONSTRUCTION DEBRIS IS TO BE PEDESTRIAN)NTH THE OWNER AND AUTHORITIES HAVING JURISDICTION IN EX.STORMDRAIN
• 0 ' ORDER TO MAINTAIN ACCESS TO EXISTING FACILITIES AND FOR EMERGENCY
LAYDOWN AREA CONSTRUCTION ENTRANCE
M SITE AS REQUIRED. MAY INSTALL STABILIZED VEHICLES.NOVEHICULAR OR PEDESTRIAN CLOSURE(OR PARTIAL CLOSURE)
CONSTRUCTION ENTRANCE TO SITE AS REQUIRED. 4"PVC SD
�: • 0 0.84 AC \ WALL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. EX.ROOFLEADER
•r• 4. REMOVE ANDD PROTECT ALL SIGNAGE AS REQUIRED BY CONSTRUCTION. RD
REINSTALL ALL SIGNAGE IN ITS ORIGINAL LOCATION.CONTRACTOR DURING
BE 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PEDESTRIAN DETOUR AND
1 \ CRESPO BIBLE ONSTRUCTION.
REPLACING ANY SIGNAGE THAT IS DAMAGED DURING SIDEWALKME RE ED CONSTRUCTION
N IMPACCTORNUST TING ACCESSIBLIDE E ADI CONSTRUCTION. RAMPS WHERE CONSTRUCTION IMPACTS EXISTING ACCESSIBLE SIDEWALKS IN O EX.STORMORAINMANHOLE
ORDER TO DETOUR TRAFFIC AROUND THE CONSTRUCTION SITE.
5. CONTRACTORSIDEWALK, IGNS,PREQUIR PAVEMED TO NT
ALLPAVATION,,CURBS,
C 012 01 .0 014 GUTTERS,SIDEWALKS SIGNS,PAVEMENT STRIPING,IRRIGATION,SITE 4 ANYCHANGES TO DETOUR ROUTING SHALL BE SUBMITTED FOR REV EW IN EX STORMORAIN/NLET
I CRYING,AND OTHER EXISTING UTILITIESNOTSHONNON ADVANCE.
( DEMOLITIONIRESTORATION PLANS TO THEIR ORIGINAL PRE-CONSTRUCTION
CONDITION FOR ALL AREAS DISTURBED DURING CONSTRUCTION AT NO ABBREVIATIONS 24•DIPSSWR EX.5 TARYSEWER
• •g � •• • A1 �'•�' �'..\ ( ADDITIONALCOST TO OWNER. BTM. BOTTOM SS
f• '� l+ 6. IN LAM AREAS,PROVIDE FINE GRADING,4'TOPSOIL,AND SOD IN ALL CHWSIR CHILLED WATER SUPPLY/RETURN
•� ° / DISTURB EDAREAS.PROVIDE S'TOPSOIL AND FRESH MULCH IN ALL LANDSCAPE O EX.SANITARYSEWER MANHOLE
J a a AND PLANTER BEDAREAS.EXCESSIVE DEMOLITION OF PLANTING OUTSIDE OF CL CENTERLINE
f nTu•y / O• THE LIMITS OF DISTURBANCE WILL RESULT IN THE CONTRACTOR PROVIDING
Ica 1. PAYMENTTO THE OWNER FOR ADDITIONAL REQUIRED PLANTING. CO CLEANOUT ow EX.SANITARYSEWER CLEANOUT
/ EXISTING
❑ a•r1fR � P� � l 1 I / ]. CONTRACTOR SHALL RESTRIPE ALL IMPACTED ASPHALT AND CONCRETE EX. ❑
�Y ••�• )' LL PAVEMENTMARKINGSTO MATCH EXISTING LAVOUTWTHTHERMOPLASTIC. HVSIR HEATING WATER SUPPLY/RETURN 4-WAY4"COMM. EX COMMUNICATIONS DUCTBANK
(] ••� • b�`• �' 1 REST RIPE ENTIRE PORTION OF ALL CROSSWALKS,SPEED BUMPS,AND C
PARKING MARKINGS. T.B.R. TO BE REMOVED
1 3 T.BA. TO BE ABANDONED 4°PVC CONDUIT
O aers O NEWWORK NOTES: 0 EX.COMMUNICATIONS CONDUIT
P U.N.O. UNLESS NOTED OTHERWSE
GJy •0 1. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITYCOMPANIES INV. INVERT
AND GOVERNMENTAL AGENCIES WHO MIGHT HAVE UTILITY LINES ON OR SD STORM DRAIN FO EX.FIBER OPTIC
ABOUT THE PREMISES,OR WHO MIGHT BE AFFECTED BY THE CONSTRUCTION.
ROB •�. THE CONTRACTOR SHALL ALSOLOORDINATE HIS ACTNITIES WTH THE UTILITY SSIMt SANITARY SEWER
C-015 CGMPANIESTOENSURECOMPLIANCEWTH THE PROJECT SCHEDULE.THE ST/PC STEAMIPUMPED CONDENSATE EX.COMMUNICATIONS STRUCTURE
r
CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING UTILITY 0
\ • ° ` • LINES,ANDSHALL REPAIR ANY DAMAGESAT HISOR HER OWN EXPENSE. SW SNATCH
MR
2. CONTRACTOR MAY REMOVE AND REPLACE SIGNAGE AND LIGHT POLES AS XF TRANSFORMER
-'O,° \� a o N• REQUIRED FOR INSTALLATION.CONTRACTOR IS RESPONSIBLE FOR ANY 4 6"POWER EX POWERDUCTBANK
\ •. • • • .' DAMAGE DUE TO CONSTRUCTION. P
3. CONTRACTOR WILL BE RESPONSIBLE FOR ANV REWORK DUE TO CHANGES
• MADE WITHOUT PRIOR APPROVAL. 4"PVC CONDUIT EX POWER CONDUIT
4. ALL LIGHTING CIRCUITS AN D IRRIGATION LIN ES AR E NOT SHOWN.CONTRACTOR P
\ IS RESPONSIBLE FOR REPAIRING ANY UTILITY DAMAGED DUE TO sc RIPNON
C EX.
CONSTRUCTION. ® POWER STRUCTURE REVISIONS C
SURVEYOR DISCLAIMER
ROB
. (• SUBMISSION
PLANIMETRICANDTOPOGRAPHICSURVEVNIASOBTMNEDBVCARTOGRAPHIC EX TRANSFORMER CONSTRUCTION
0 S AERIALMAPPING,INC.PHOTOGRAPHVN/AS CAPTURED ON JANUARY 15,2023 AND DOCUMENTS
ROB O DATA COMPILED BY PHOTOGRAMMETRIC METHODS ON FEBRUARY 2023.
\ • INFORMATION IS TIED TO-VD I SBB(GEOID12B)AN D HAD 190(21311). SW EX.SWITCH o
t ALL OTHER LEVEL B UTILITYSURVEYNIAS OBTAINED THROUGH LEVEL BSURVEY
ROB �a G O COMPLETED BY JC-ER ASSOCIATES BETINEEN JULY 14,2023 AND SEPTEMBER �UP EX.UTILITYPOLE L
C 016 26,2023 INFORMATION IS TIED TONAVD ISM(GEOIDI2B)AND NAD1983(2011).
LEVEL B UTILITY SURVEY IS TIED TO THE BELOW CONTROL POINTS. 2"GAS
EX.GAS PIPING
SUBJECT AREA IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE X AS -GAS
RO, SCALED FROM FIRM MAP 93720892300K PANEL 8923,EFFECTIVE DATE:DEC.21,2018.
\ m GV EX.GAS VALVE
FLOODPWN NOTE:
6"WATER
I I~• EX.WATER PIPING
qO, , • NO WATERCOURSE ORDERLL,R ATE,FI_OODPI_NNUECAL MAPPED BY F.E.MA.OR W
'Y AS DEFINED BY ANY FEDERAL,STATE,OR LOCAL AUTHORITY IS LOCATED
B ON THIS PROPERTY. ®WV EX WATER VA VE
\�� , ..... LEVEL B SURVEY CONTROL POINTS B
(s) v EX.POST INDICATOR VAL VE
CONTROL POINT 1(NAILI CONTROL POINT 6(NAL) CONTROL POINT 11(NAIL)
\•\ , NORTHING:9ESS43.20 FEET NORTHING:931,587.3D FEET NORTHING:93%M4.60 FEET �FDC EX.F/REDEPARTMENTCONNECT/ONUS' -200
EESTING:2,121.258.14FEET EASTING:2,820,175.62 FEET EEATING:2,121.472.11 FEET
ROB 0 °O ELEVATION:5.37 FEET ELEVATION:5.41 FEET ELEVATION:8.71 FEET IISSI$Z�
D5 PH EX.FIRE HYDRANT RRwEMll.ET ,MSe BSMDOpoe No.. po212
1 NORTROL HING:9POINT89.10 FEET
CONTROL POINT96.90 F NORTHING:
POINT I5.80 FEET
71111
NORTHING:834,869.f0 FEET NORTHING:932,486.80 FEET NORTHING:828,785.80 FEET
I EASTING:2,820,588.60FEET EASTING:2,822,586.73FEET EASTING:2,822,185.21 FEET SB-01 SOILBORING/ROCKPROBE INFRASTRUCTURE
C-01 7' .,. ELEVATION:B.00 FEET ELEVATION:8.02 FEET ELEVATION:12.2E FEET RR01
CONTROL POINT934,86(NAILI CONTROL POINT68.10 F) NORTH NG:SWT I0.90 FEET
,y TH-01
UPGRADES,PH1 AND
\� \ �•• EASTINN 2,822Z ..02 FEET ENORTHASTIN :2831,68& FEET EASTIN:2,830,080.90 FEET i!F TEST HOLE PH2-UTILITY DESIGN
W B ELEVATI N 5.6,2 FEE FEET ELEVATI:N 8.059EE FEET ELEVATI N 9.2,7 FEE FEET Y
ELEVATION:5.62FEET ELEVATION:8.00FEET ELEVATION:9.2]FEET PACKAGE 1
4
F � CONTROL SM,56(NMLI CONTROL POINT68.80 FEET
NORTROL POINT I4(0 FEET
y O� ���•,••� NORTHING:833,588.50 FEET NORTHING:932,188.80 FEET NORTHING:831,498.80 FEET oRAwirvcTnE.
•��•. EAATING:2,822,2D9.SS FEET EASTING:2,820,51D.D5 FEET EAATING:2B2D,]g8.29 FEET
ELEVATION:9.38 FEET ELEVATION:8.27 FEET ELEVATION:7.37 FEET GENERAL NOTES AND
oA R ° �•• ' • • •� CONTROL POINT 5NAIL) CONTROL POINT IO(NAIL) CONTROL POINT S(NAIL) KEY PLAN A
NORTHING:933,503.70 FEET NORTHING:930,808.40 FEET NORTHING:954,547.60 FEET
EESTING:2,820,245.2D FEET EASTING:2,822,742.40 FEET EAATING:2,822JE6.17FEET
ELEVATION:7.97 FEET ELEVATION:9.10 FEET ELEVATION:7.37 FEET
\�/I���\\��\�/ GRAPHIC SCALE
n V V 1SCALE81'=1�'-0' •`• wiNG NUMBER: Fr
U NITOFMEASURE:FEET
(`_���•�_G 9
8 7 6 5 4 3 2 1

8 7 6 5 4 3 2 1
® RMF
Engineering
A
S 6- w8li8r SLAmociatm,VC
H y -f 412; WALKER AVER H
GREENSBORO,INC 27407
I ,Po9s, P:30 6b9 0 2637
04� ECSU
/ p
ELIZABETH CITY STATE UNIVERSITY
FOUNDED te9t
O9O
VICINITY MAP
N.T.S.
T G �_ SITE DATA TABLE
EXISTING'J9 UNIVERSITY G
PROPOSED:UNIVERSITY
SHAW N B WARE&TAMECA BOW E EXISTING NUMBER OF LOT5:1
1516 HERRINGTON RD PROPOSED NUMBER OF LOTS:1
PARCELID:1334
DB:1408,PG:&54 ZG
t
PIN NUMBER: E­
DEED BOOK: DB:N/A PG:N/A
PLAT BOB: PB:N/A PG:N/A
rPROPERLY OMNER: N.C. SIAIE BOAT4U a EOUGTaH
EL CAMPUS'.N]7
EUIAZABEIH Ott,NC 2]909
EXISTNG ZONING: 043
PRO OSED
/lj SF\` • PACREAG OT 5159E AC
L
FE AcA E 14:O I DIS MARBON 1.T.D]AC
F sF PROJECT IS"1LOCATED IN FEMA RECLLAIED R-1PLUN F
�O MAP4.................._..........}]2089230Df
$F r PANLLR............................6923
N /Q ffFECP EATE_..............12/21/ZDIB
\S(Q EROSION CONTROL NARRATNE
w f THIS IS THE THIRD CONSTRUCTON PACKAGE,PACKAGE-E'OF A
N \ MUUETCPABACE/PHASE INFRASTRCTURE REPLACEMENT PSROJECT ON
AMAPLS OFI EL ZABETH N STATE UNIVERS tt. O PACKAGE.
/ 1 AND
ELECTRIC E' ITR BUBTON THE
RASIR'�C°TIRE THRWEB uTA�CA PUS
STATE OF NORTH CAROLINA % • . THE
CEROSION
ECONTROL MEASURES ASSOOATED WNTH THIS PORTON OF
152D HERRINGTON RD THE ONE,
ARE PRAS FDU_O STCN cCnNSTR LION ET PENTREANCE.slN
N PARCELID:49343 ADDITION TOETHE INNSSTALLLAAT.11 ON DIMLRUBUTWROSLINES NTHIS
I DB:630,BE:232 p ._
PACKAGE IN ATERIALS AGE AND
/ W u
EROSION 85EOIMENT CONTROL CONSTRUCTION SEQUENCE:
1.OBTAIN ALL APPLICABLE FEDERAL,STATE AND LOCAL PERMITS AS
E z O REQUIRED BY THE PROJECT. E
2.CONTMICTORSHALL FILE A NOTICE OF INFENTWITH THE NC
/ DEPARTMENT OF EWIRONMENTAL QUALITY-TO OBTAIN CERTIFICATE
OF COVERAGE FOR THE NPDES NCG31 PERMIT.
3.CON TRACTOR SHALL CONTACT THE SITE ENGINEER AND NCDEpLQS
�?� 1 48 HRS.BEFORE THE PROJECT STARTS TO ARRANGE A
«I p N O PRE-CONSTR CTION MEETING PRIORTO LAND DISTURBANCE
ACTIVITIES.
SO 4.NO MAJOR GRADING ACTIVITIES SHALL TAKE PLACE DURINGWET
! \\ / 'x WEATHER OR PREDICTED WET WEATHER(I.E.HURRICANES).
O
' S.CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING EROSICONDITIONS
• / - �� BED S&VMENT CONTROE MEASURESOFTHE
IMMEDIATE
IATE VINMD
ITY
`\ Oft BED MEASURES IN THE IMMEDIATE VICNITY OF THE
SILTFEN IN WORK Q.E.INLET PROTECTION,TREE PROTECTION AND
/7 BILE FENCING)
of N I �� 6.CONTRACTORSHALL INSTALL THE PHASE I WATER AND ELECTRICAL •.•�R,&A$S�•6
D \ I• IMPROVEMENTS AS IDENTIFIED IN PACKAGE{, VO ppRg4 j. D
7.CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM �' SEAL
Jyx�/ ��• THATTHE EROSION CONTROL MEASURES ARE INSTALLED AND
0� t MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
Alk B.CONTRACTOR SHALL PERFORM SELF INSPECTION ONCE A WEEK AND
AFT EREVERYRNNFALLEVENTOFI INCH OR MORE WITHIN A24 HOURPERIODANDCO FIRM THAT THE EROSION NNC .A
I - - INSTALLED E ED AND MAINTAINED IN ACCORDANCE WITH THE PLANS D
SPECIFICATIONERSPECIFICALLY NC G01 SELF-INSPECTION,
RECORDKEEPING AND REPORTING.
far I ADDENDUM DI ­­�4
•�``` • 9.GROUND COVER SHALL BE ESTABLISHED WITHIN 14 DAYSII DAYS,BUT
1
NO NO RE THAN21 CALENDAR DAYS AFTER COMPLETION OFBE
PHASE IS GRADING.PERMANENT GROUND COVER SHALL N
• ' ^ ESTABLISHED WITHINOL 15 ING COMPILE
DAYS OR F MORE THAN 21
CALENDAR DAYS FOLLOWING COMPLETION CONSTRUCTION IN
ACCORDANC WITH NC G01 GROUND STAELII2ATB AND MATERIIS
C HANDLLNG. C
1 • lO.ONCE THE PEAAMEM GROND GOVERN INSTALLED(SOD)and PBC STONE REVISIONS
I , BASE OR ASPHALT PAVING,THE CONTRACTOR SHALL REMOVE THE EROSION suBMlssoNnnE
CONTROL MEASURES AS APPROVED BY NC DEQ AND THE PROJECT ENGINEER, CONSTRUCTION
II.CONTRAC0R SHALL NOITY NC DEQ-LQS INSPECTOR WHEN THE PROJECT IS DOCUMENTS
READY FB FINAL INSPECTION AND PROJECT CLOSE-0UT,UPON APPROVAL
' OF THE NC DEQLQS INSPECTOR'S APPROVEL,FILE AN NC01&NOTICE OF
TERMINATION WHNE THE FINAL CLOSEOUT INSPECTON REPORT IS REQUIRED
4. MOM NC DEQHS.
a p'
. __- -_ tr • EROSION CONTML NOTES n1. -��r 1 s
1. RRONTRACTIXt IS RESPONSIBLE FOR
YALL
"'RALNLOAPPUC BE —
DTRACTNTS ME SHALL Ca4PL
S REOUIREMENTS IN THE LATEST EOITON OF THE NORTH CAROONA �G 03565
1 EROSION&SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. y eN
ON CONTROL
DEICESCAND PERFORM SHAILL RMAINTENANCIODICAILLY �AS NECESSART.ICBiRACTB ''''�/q�B ` +� EVVENT INSPECT ALL ERGS ON CONTROL DEICES AFTER EACH RAIN 26/2024
B
A CON
DEICESCAS DIRECIEDE BY SITE ENGINFERART EROSION CONING DATE: ­21
4. CONTRACTOR MUST TAKE NECESSARY ACTONS TO MINIMIZE TRACKING DESIGNE
OF MUD ONTO AREAS OUTUDE OCONTRACTOR SHALL IMMRIAMLYFREMOVE MUD/SOIL FROM AREAS
OUTSIDE OF CONSTRUCTON AREAS AS REQUIRED.
DBIIIRTBEO ACREAGE CONTAIN®oN THIS aPE£r
0.70Ac INFRASTRUCTURE
UPGRADES,PH1 AND
SCALE mm PH2-UTILITY DESIGN
0 30' 60, PACKAGE 1
GENERAL NOTES EROSION CONTROL LEGEND DRAWING TITLE:
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BECANNING
A CONS- A IXI.NG UTUFES ON g EsvOrvsB E FOR LCAnrvc,A OIDIrvG AND PRo Ecnrvc CONSTRUCTION ENTRANCE PER DETAIL 1/C-752-E MATERIALS STORAGE A
OOFFNTRACTOR CNSTRU I RESPONSIBLE'ISCREPA CTRIFYNG ALL IN LOCATION.XISIZEGOREATURES DESCRPTIONOOF TO
%START &LAYDOWN AREA#1
FEAB. CONTRACTB SHALL ADJUST ALL UTILITY TOPS(VALVE BO%ES,METER BOXES,MANHOLE
DRONEEq Mi MED A ONTTHE Puns SHALL BE BROUGHT tti THE ATTENTION OF THE E BE ausH xHTH THE IN ACCORDANCE
FINIS D BADE. SILT FENCE W/STONE OUTLETS EVERY 50'PER
]. ALL ETC)
SHALL BE IN ACBDANCEHWITI C.O.G.AND N.C.BUILDING CODE. —ss—r— DETAIL 2/C-751-E&16/C-751-E
I THE CONTRACTOR WLL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE
SUITABLE PROJECT.CNNECTONS N1TH ALL STORM DRAINS AND UTUTES ENTERING IRIS INLET PROTECTION PER DETAIL 4/C-752-E, DRAWING IS BASED ON AERIAL FROM NC ONEMAP. 7C WALLER&ASSOCIATES,PC ju
..
5/C-752-E,&6/C-752-E IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED. Know what's below. DRAWING NOMeER
4 TOO THE Os BSURFACEEWGTM TEI NSNTRACTIR SHWLO MAKE THEIRMOMN INVESTIGATION AS LD LIMITS OF DISTURBANCE C811 beforeyou dig. C-500-E
�
8 7 1 6 5 4 3 2 1 1

8 7 6 5 4 3 2 1
_ ® RMF
Engineering
ARKVIEW �9
Wallet SLAmociatm,PC
aT
H j 412F✓G„WALKER H
� � s ����$ o GRE P
90 3b956NSBORO,NC 7407
�lF. p R3a6ec x,x7o�nA
37
V\C5 pFRECSU
ELIZABETH CITY STATE UNIVERSITY
FOUNDED te9t
OYO
0
VICINITY MAP
4 ` N.T.S.
G G
UP
\
i J f STE DATA TABLE
�, LAM USE-
EXISTNG:UNIVERSITY
PROPOSED:UNIVERSITY
EXISTING NUMBER OF L015:1
MATERIAL STORAGE-_ PROPOSED NUMBER OF LOTS:1
- t p AND LAVDOWN AREA ZONNG
PIN NUMBER: 892313131019
GONORETE \ DEED BOOK: OB:N/A PG:N/A
WASHOUT Jt , PLAT BOOK: PB:N/A PG:N/A
AREA
PROPERTY OMNER: N.C. SLAT:BOATA OF EOU-01
FS EUL92JABCaM US BOX 27909
/� L
EXISTNG"'ING: OaJ
- �1 -� PROPOSED ZONING: OaJ
' / / LOT ACREAGE: 51592 AC
/SOLL
STOCKPILE LOT ACREAGE DISNRBED: 13.07 AC
AREAsoFEMA IS'FORMATION
F J PROJECT IS NOi LO A O IN PENA RECJLARD R000 PLAN F
O/ MAP/................._..........}T20B9230Df
PANEL
• � \ U`
EROSION CONTROL NARRATNE
0 _
THIS IS THE THIRD CONSTRUCTON PACKAGE.PACKAGE'E'OF A
SF { THETC CAMPUS
OF FLI E TH CITY UCIRE REPLACEMENT PSROJECT ON
AMPUS OF ELIZABETH Cltt STATE UNIVERSItt. PACKAGE.
/ D/ —1 AND
EUEDIRIC E- ITT BIUITOR THE
FRASTRRUCCTURE TRROIEGN UT DDA PUS
l0 L • +i THE EROSION CONTROL MEASURES ASEOOATD BITH THIS PORTON OF
CD\� SF STATE OF NORTH CAROLINA TE PRROJECCT TPEAR as SIELO NWSfENN CCAN UNLEON EI ENTRANCE.
SLN
SF 41 MULDROW WAY ADOITON TOE THINNSSTALCOL RA SONNUC aR DISTIR TONROS LNRINE,NTils
PARCEL ID:13211 PACKAGE INCLUDESu ATERIALS AGE AND
O
� EROSION 8 SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
E 1 — 1.OBTAIN ALL APPLICABLE FEDERAL,STATE AND LOCAL PERMITS AS
REQUIRED BY THE PROJECT. E
l
2.CONTRACTOR OF LL EWIILEANOTA-I I -T OBTAITH N
E
DEPARTMENT OF EM/IRONMENTAL pUALITY�TOOBTAIN CERTIFICATE
OF COVERAGE FOR THE NPDES NCGU1 PERMIT.
3.CON TRACTOR SHALL CONTACT THE SITE ENGINEER AND NCDECLLQS
+ 48 HIRE.BEFORE THE PROJECT STARTS TO ARRANGE A
PRE-CONSTRUCTION MEETING PRIORTO LAND DISTURBANCE
ACTIVITIES.
r 4.NO MAJOR GRADING ACTIVITIES SHALL TAKE PLACE DURINGWET
• ~ WEATHER OR PREDICTED WET WEATHER(I.E.HURRICANES).
S.CONTRACTOR SHALL ONLY DEMOLISH THE EXISTING CONDITIONS
a NECESSARYFORTHECONSTRUCTIONOFTHE EROSIONAND
SEDIMENT CONTROL MEASURES IN THE IMMEDIATE VICNITY OF THE
I SCHEDULED WORK.(I.E.INLET PROTECTION,TREE PROTECTION AND
BILTFENCING)
D '�( , N 14 8.CONTRMPROVECMORS AL INSTALL
OHE IN PHASEI{ATERANDELECTRICAL �RPo�4.� D
qT l
i.CONTRACTOR SHALL PERFORM A SELF INSPECTION AND CONFIRM SEAL
_ THAT THE EROSION CONTROL MEASURES ARE INSTALLED AND
/ MAINTAINED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
j —3934
/ B.CONTRACTOR
AFTER SHALLPERFORMSELF ONCE AND
EVERYRAINFALL
E ENT 1
INCH O
CHOR MORE WITHINAll HOUR
PERIOD
AND
CONFIRM
THTTHEEOSIONC MEASURES ME
INSTALEDAND�STAINEINACCRDFWITHTH PLANS AND
PEIF CATIONSPECFICALLV NCISELISPECTION,
C xA
RECORDKEEPING AND REPORTING. FREV DESCRIPTION DATE
T 9.
S GROUNDC ALL BE ESTABLISHED W BUT
NO MORE THAN21CALENDARDAYSAFTER COMPLETION
OANY
E
PHASE OF GRADING.PERMANENT GROUND COVER SHALL BE
ESTABLISHED DAYS
FOLLOWING
15 WORKING DAYS OR F MORE THAN 21
CALENDAR DAYS NC G01 GROUND
COMPLETION IO CONSTRUCTION IN
ACCORDANC WITH NC GOl GROUND STAELII2ARON AND MATNTIS
C I � HANDLING. C
I 10.ONCE THE PERAMENT GROUND COVER IS INSTALLED(SOD)and ABCSTONE ueMlssoNnnE REVISIONS
I BASE OR ASPHALT PAVING,THE CONTRACTOR SHALL REMOVE THE EROSION s
CONTROL MEASURES AS APPROVED BY NC DEQ AND THE PROJECT ENGINEER, CONSTRUCTION
II.CONTRACTOR SHALL NOITV NC DEQ-LQS INSPECTOR WHEN
THE PROJECT IS DOCUMENTS
'7 READY FqR FINAL INSPECTION AND PROJECT CLOSFO .UPON APPROVAL
OF THENCON WHN)THE FINAL CLOSEOUT
INSIIEANNCTYIRTIS REQUIP ='X�"'T. e o
OF THE NCDEQ-IHNETHECTORS PPRNEL,FIE AN NC01&IS REQUIRED o'.`
_ ` ► MOM NC DEQIS.
AD,ynN/STq .I j x ,^4 EROSION CONTROL NOTES
4 nON M'4Y R I' 1. IN CONTRACTOR IS RES PONSBIE FORY L.
IREMENTS A EROOSION CCOE
I' IN REQU LPFILATEST EDITON OF THEA NOURTiC BCARODNA 0356$7
_,M • EROSION t SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. %y
CONTRA
SHAUL
CONTROL
IODICAU
EFICS
ON
I •' • Z DEWCESCAND PERFORM RMAINTENANCE AS NECESSARY.)CONTRACTOR 'A 1111\�`PP e � EVENT IN ALL EPOS ON CONTROL DEVICES AFTER EACH RAIN 8 26/2024
B
U
3, DEWCESCONTRACTOR
AS DIRECTEDE BY SITE ENGINFFRARY EROSION CONING-
SCALE 7"=30
4. OF MUDCONTO TOR MUST ARES 0.NEOCESSARONsTRUCSDN MRIEA& HTRACKING
DESGN
0 30 &' CONTRACTOR SHALL IMMEOIATELYFREMOVE MUD/SOIL FROM AREAS
OUTSIDE OF CONSTRUCTON AREAS AS REQUIRED.
DED111 ED ACREAGE ON THE SHEET I—ECT NAME
0.84AC INFRASTRUCTURE
UPGRADES,PH1 AND
PH2-UTILITY DESIGN
PACKAGE1
GENERAL NOTES EROSION CONTROL LEGEND CRAVING TITLE:
1. CONTRACTOR SHALL OBTAIN ALL PERMIT APPROVALS PRIOR TO BEONNING
A _mu— A IXI.NG UTUTES ON g EsvOrvsB E FOR LOCAnrvc,A OIDIrvG AND PRo Ecnrvc CONSTRUCTION ENTRANCE PER DETAIL 1/C-752-E MATERIALS STORAGE A
IFFNTRACTOR CONSIRU I RESPONSIBLE-ACREPA CTRIFYI ALL IN LDCAIION EXISTING
ISZE GOdEATURES OESCRPTONO OF TO
XI START &LAYDOWN AREA#1
8. CONTRACTOR SHALL ADJUST ALL UTUtt TOPS(VALVE BOXES,METER BOXES,MANHOLE
EENNAONEEq MIMMMEC ONYTRE Puns SHALL BE BROUGYIT To THE ATTENTION OF THE E BE FUJICONSTRUCTION
WHIR THE IN ACC ED FINIS D ptAOE. SILT FENCE W/STONE OUTLETS EVERY 50'PER
7. ALL ETC)
SHALL BE IN ACOORDANCEHWITI C.O.G.AND N.C.BUILDING CODE —ss—r— DETAIL 2/C-751-E&16/C-751-E
3. THE CONTRACTOR WLL BE REQUIRED TO DO ALL WORK NECESSARY TO PROVIDE
SUITABLE PROJECT.CONNECTIONS N1TR ALL STORM DRAINS AND UTUTES ENTERING THIS 11 INLET PROTECTION PER DETAIL 4/C-752-E, DRAWING IS BASED ON AERIAL FROM NC ONEMAP. 7C WALLER&ASSOCIATES,PC DRAWING NUMBER..
11
5/C-752-E,&8/C-752-E IS NOT RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION PROVIDED. Know what's below.
• TOO TREOs BSURFACEECONDI NSNTRACRIR SHOULD MAKE THEIRMOYM INVESTGATOR AS LD — LIMITS OF DISTURBANCE Call before you dig. C-51 4.1-E
8 7 1 6 5 4 3 2 1 1