20090204 Ver 1_Site Plan_20090303

GENERAL NOTES:

A PORTION OF THE SUBJECT PROPERTY IS IN A SPECIAL FLOOD HAZARD AREA
PER MAP NUMBER 3720174900 J (NO EFFECTIVE DATE) SHOWN ON MAP DOWNLOADED
3/26/08 FROM THE FOllOWING WEBSITE, "WWW:NCFLOODMAPS.COM. SAID
FLOODMAP IS ALSO STAMPED "PRELIMINARY MARCH 19TH 2008".
THE FLOODUNE SHOWN ON THESE PLANS WERE TAKEN FROM SAID MAP.

A PORTION OF THE SUBJECT PROPERTY IS IN A SPECIAL FLOOD HAZARD AREA
PER MAP NUMBER 370282 0085 C "EFFECTIVE DATE: MAY 17TH, 1989."

~

"DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE UMITS OF THE 100 YEAR
FLOODPLAIN AT ELEVATION 2183 - 2187 (sewerline construction) IS DESIGNED IN
ACCORDANCE WITH TIlE REQUIREMENTS OF EXECUTIVE ORDER No. 123 -
UNIFORM FLOODPLAIN MANAGEMENT POUCY."

THE ENGINEER DOES NOT GUARANTEE THAT ALL EXISTING FACiliTIES SUCH AS
PIPEUNES, ELECTRICAL LINES, CONDUIT, TELEPHONE CABLE, SERVICE CONNECTIONS,
OR OTHER FACILTTIES ARE SHOWN ON THE PLANS. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED BY THEIR RESPECTIVE OWNERS,
FIELD MARK THE UTII1TY LOCATIONS, AND PROTECT ALL SUCH EXISTING FACiliTIES
PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR IS FUllY RESPONSIBLE
FOR NOTIFYING ALL UTIUTY OWNERS IN ACCORDANCE WITH NORTH CAROUNA
GENERAL STATUTE - CHAPTER 87, ARTICLE 8, THE UNDERGROUND DAMAGE
PREVENTION ACT.

ARCHAEOLOGICAL AREAS OF INTEREST ARE SHOWN PER MAP BY MACTEC
ENGINEERING AND CONSULTING, INe. ENTITLED "PHASE II ARCHAEOLOGICAL
SURVEY MAP WCU HEALTH ADN GERONTOLOGICAL CENTER" AND DATED
AUGUST, 2008

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNIVERSITY STANDARDS,
SPECIFICATIONS, AND DETAILS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO
THESE PLANS, THE LATEST EDITIONS OF THE NORTH CAROUNA DEPARTMENT OF
TRANSPORTATION (NCD01) ROAD AND BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE
STANDARDS, THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL HANDBOOK, THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE FINAL
GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARD. IN THE EVENT OF CONFUCT
BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT
SHALL GOVERN.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL
PHASES OF CONSTRUCTION.
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY THE
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND
PROTECTING ALL PUBUC OR PRIVATE UTIUTIES THAT UE IN OR ADJACENT TO THE
CONSTRUCTION SITE. THE CONTRACTOR IS FUllY RESPONSIBLE FOR NOTIFYING ALL
unuTY OWNERS IN ACCORDANCE WITH NC GENERAL STATUE - CHAPTER 87, ARTICLE 8,
THE UNDERGROUND DAMAGE PREVENTION ACT.
4. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETe. DURING ALL CONSTRUCTION PHASES.
THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTIUTIES
DAMAGED DURING CONSTRUCTION.
5. TRAFFIC CONTROL ON PUBUC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC
CONTROL PLAN, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND AS FURTHER
DIRECTED BY STATE INSPECTORS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE
CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY
ADDRESS SUCH INCONSISTENCIES OR AMBIGUffiES. WORK DONE BY THE CONTRACTOR
AFfER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL
BE DONE AT THE CONTRACTOR*S RISK.
7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF
CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITII WESTERN
CAROUNA UNIVERSITY AND THE JACKSON COUNTY PLANNING DEPARTMENT.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS
PRIOR TO COMMENCING CONSTRUCTION.
9. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL
PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER
METHODS APPROVED BY THE ENGINEER AS REQUIRED TO PREVENT SILT AND
CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR
SHALL COMPLY WITH ALL APPUCABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION,
AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILTTIES AND THE
ESTABUSHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
10. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND
MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER*S
SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY TIlE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
11. MATERIALS USED TO CONSTRUCTION EMBANKMENTS FOR ANY PURPOSE, BACKFILL
AROUND DRAINAGE STRUCTURES, OR IN UTiliTY TRENCHES FOR ANY OTHER DEPRESSION
REQUIRING FIll OR BACKFIll SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D-968. THE
CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING,
SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE
SOIL TESTED IS REPRESENTATIVE OF TIlE MATERIALS TO BE USED ON THE PROJECT. TESTS
SHALL BE CONDUCTED BY A CERTIFIED MATERIALS* TESTING LABORATORY AND THE
CERTIFICATIONS MADE BY A UCENSED PROFESSIONAL ENGINEER REPRESENTING THE
LABORATORY
12. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT
ELEVATIONS AND ROADWAY PROFILES/SUPER-ELEVATIONS/TYPICAL SECTIONS ARE TO BE
USED IN CASE OF DISCREPANCY
13. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN,
INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE
INLETS AND ALL UTIUTIES CROSSING THE STORM SEWER. CONTACT ARCH. AND
ENGINEER WITH ERRORS.
14. ALL DISTANCES SHOWN REPRESENT HORIZONTAL GROUND DISTANCES.
15. RIM ELEVATIONS ARE GIVEN AS TOP OF CURB FOR CATCH BASINS, TOP OF GRATE FOR
DROP INLETS, AND TOP OF COVER FOR JUNCTION BOXES.
16. STORM SEWER (RCP) SHALL BE CONSTRUCTED TO THE FOLLOWING CLASSES:
COVER LESS THAN 10 FEET - CLASS C OR D BEDDING, CLASS III WALLS
COVER 10 FEET TO 15 FEET - CLASS B BEDDING, CLASS III WALLS
COVER GREATER THAN 15 FEET - CLASS B BEDDING CLASS IV WALLS
17. ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET
JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
18. ALL ACCESSIBLE RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO
ADA REQUIREMENTS AND THE "NORTH CAROUNA STATE BUILDING CODE, VOL. l-C
ACCESSIBiliTY CODE."
19. EXISTING WATER AND SEWER MAIN/SERVICE SIZES TO THE PROPERTY ARE TO BE
VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE PROJECT
ENGINEER HAS ATIEMPTED TO VERIFY SIZES FROM RELEVANT PLANS, HOWEVER, EXACT
SIZE/DIMENSION CAN ONLY BE DETERMINED FROM FIELD EXPOSURE OF THE RELEVANT
UNE.
20. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY COUNTY OR
NCDOT STREET OR HIGHWAY RIGHT- OF-WAY, THE FOllOWING PROCEDURES SHOULD BE
UNDERTAKEN: RIGHT-OF-WAY: CONTACT LOCAL AUTHORITY'S TRAFFIC ENGINEERING
DEPARTMENT FOR INFORMATION ON DETOURS, OPEN CUTTING OF STREETS OR FOR ANY
CONSTRUCTION WITHIN RIGHT-OF-WAY NCDOT RIGHT-OF-WAY - CONTACT PROJECT
ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (CROSS-CHECK PLANS WITH
SPECIAL PROVISIONS, KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT NCDOT
DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).

See notes for protection of Archaeological
Point of Interest on sheet C-2.30.
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SANITARY SEWER

1. MINIMUM GROUND COVER OF 3'-0" TO BE PROVIDED FOR ALL SANITARY SEWER
COlLECTION UNES 4" AND LARGER IN NON-TRAFFIC AREAS. IF MINIMUM COVER IS NOT
PROVIDED, FERROUS PIPE SHALL BE USED.
2. MINIMUM COVER OF 5'-0" IN TRAFFIC AREAS TO BE PROVIDED FOR ALL COlLECTION UNES
4" AND LARGER. IF LESS THAN 5'-0", DUCTILE IRON PIPE SHALL BE REQUIRED IN CLASS 1
BEDDING (MINIMUM COVER SHALL BE NO LESS THAN 3'-0").
3. MINIMUM SLOPE FOR 4" AND 6" SANITARY SEWER COlLECTION UNES SHALL BE NO LESS
THAN 1.0% WITH CLEAN OUTS EVERY 75 LINEAR FEET.
4. MAINTAIN 24" VERTICAL SEPARATION FROM STORM SEWER OR FERROUS PIPE SHALL BE
USED FOR THE SANITARY SEWER. ALSO MAINTAIN 10 FEET HORIZONTAL SEPARATION AND
18" VERTICAL SEPARATION UNDER WATER MAINS OR FERROUS PIPE SHALL BE USED.

POTABLE WATER

1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 48", WITH 18"
VERTICAL CLEARANCE MINIMUM (SEPARATION MUST BE OVER SANITARY SEWER) FROM
OTHER UNDERGROUND UTIUTIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL OTHER
UTIUTIES.
2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS OF 80 PSI.

See sheet C-2.50 for roadway imporvements.

GENERAL unuTY

1. ALL WATER AND SEWER MAINS WITHIN PUBUC EASEMENTS AND RIGHTS-OF-WAY TO BE
OWNED, OPERATED, AND MAINTAINED BY THE PUBUC AUTHORITY
2. ALL CONSTRUCTION TO BE OF THE LOCAL AUTHORITY STANDARDS AND SPECIFICATIONS.
3. ALL UNDERGROUND UTIUTIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD PRIOR TO CONSTRUCTION.

12'

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Alternate C-21
Gravel Access I

Access Road

SITE DATA

OWNER: STATE OF NORTH CAROLINA

PHYSICAL ADDRESS SR 1325 LITILE SAVANNAH ROAD

JACKSON COUNTY PIN# 7549-63-7272
TAX ID#: 122228

DEED BOOK & PAGE

TOWNSHIP:

PARKING SPACES PROVIDED:

ADA TOTAL PARKING / VAN

TOTAL DISTURBED AREA:

LF OF SEWERLINE CONST.

LF OF WATERLINE CONST.

PROPOSED USE:

LF OF ROADWAY IMPORVEMENTS:

LF OF ACCESS ROAD:

SOIL NAIL WALL #1

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6' CONC WALK

SEGMENTAL RETAINING WALL #1

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1470/283

CULLOWHEE

213 (BASE BID); 340 (BASE + AL1)

8/2

11.05 ACRES

400 LF

1,660 LF

EDUCATIONAL

595.51 LF

1,045 LF

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12' Grass Access Road

CONCRETE PADS
REFER TO ELEe. DWG.
E 1.0 FOR SIZE & LOCATION
(SHEET S-3.4)

SOIL NAIL WALL #1

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CONCRETE PAD FOR
HOT BOX.
COORDINATE SIZE AND LOCATION
OF CONCRETE PADS DEPENDING
ON EQUIPMENT SELECTED

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SOIL NAIL WALL #2-.1

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Basement Elev; = 2230.66
1st Floor Elev. = 2244.66
2nd Floor Elev; = 2260.00
3rd Floor Elev; = 2277.33
4th Floor elev; = 2292.66

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100 YEAR
FLoODPLAnv

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RETAINING WALL #4
(NON SEGMENTAL)
SEE ARCH. PLANS

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See notes for protection of Archaeological
Point of Interest on sheet C-2.30.

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CODE # 40629
ITEM # 301
FILE # 060678801

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DRAWN BY

APPROVED BY

PROJECT NUMBER

DATE

REVISIONS

SITE PLAN

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1,12,09

CD SUBMITTAL

C-2.00

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FROM TO
FES1 CB 2
CB 2 CB 3
CB 3 DI 4
DI 4
CB 2
CB 5
CB 6
CB 5
DI 7
CB 5
CB 8
CB 9

CB 5
CB 6
CB
DI 7

CB 8
CB 9
CB 10

CB 8
CB 11
CB 12
CB 9
CB 13
DI 14
CB 10 CB 15
CB 15 CB 16
CB 16 CB 17
CB 17 YI 18
YI 18 YI 19
YI 19 YI 20
YI 20 YI 21
YI 21 YI 22
YI 22 YI 23
YI 23 YI 24
YI 24 YI 25
YI 25

CB 11
CB 12

CB 13
DI 14

CB 30
FES 31

FES 31

TOP

2220.70
2222.50
2221.50
2220.70
2230.36
2230.36
2230.36
2233.00
2230.36
2233.50
2241.28

2233.50
2238.50
2241.88
2241.28
2256.50
2243.50
2246.50
2257.67
2271.50
2276.50
2276.50
2276.50
2276.50
2276.50
2276.50
2276.50
2276.50
2276.75

2209.00
2202.00

DOWN
2215.00
2215.90
2216.55

2215.90
2223.74

2223.74

2223.74
2226.81
2233.94

2226.81
2234.20

2233.94
2251.79

2241.86
2252.62
2266.70
2269.00
2269.31
2270.18
2270.80
2272.00
2272.57
2273.18
2273.35

2202.00

UP
2215.70
2216.35
2216.89

2223.54
2224.00

2228.53

2226.61
2233.74
2241.66

2234.00
2237.88

2251.49
2259.25

2252.42
2266.50
2268.80
2269.31
2270.18
2270.80
2272.00
2272.57
2273.18
2273.35
2273.86

2204.00

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LENGTH
54.3
44.7
34.4

127.30
25.0

35.9
106.6
85.8

270.0
227.4

206.5
187.8

158.0
218.8
185.8
30.5
87.1
62.0
120.0
56.6
60.9
17.4
51.1

42.5

87.3

SLOPE
1.29%
1.00%
1.00%

6.00%
1.00%

5.50%

8.00%
6.50
9.00%

2.66%
1.62%

8.50%
3.97%

6.68%
6.34%
1.13%
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LIMITS OF CONSTRUCTION

INSTAll. TEMP. DIVERSION DITCH PRIOR
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STeRMWATERIAR9gND SITg TURU
INLET #R, ~ #2 AND OUIT-ETED A
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TO SITE DISTURBANCE TO DI:\TER
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STORM DRAIN STRUCTURE #1.

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WRAP ARCHAEOLOGICAL POINT OF INTEREST
WITH 2 ROWS OF TREE PROTECTION FENCl/,
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REVISIONS CD SUBMITTAL

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SITE DATA

\

\

',* 0
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\

\
\

\
\

GENERAL NOTES:

\' c(
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0'0S \
aV \
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S
I c,S\\
\:P

\

OWNER:

STATE OF NORTH CAROLINA

A PORTION OF THE SUBJEC'r PKUPERTY JS IN l\ Sl:'EC1i\L Fl.OOD HAZARD AREA
PER MAl' NCMBER 172017490() T (NO EFFECTlVE Dt\"n~:) SHOWN ON MAP DOWN1.oADED
3/26jllS PROM THE FOlJD\VING \X'EBSlTE, "\X'\vi\V.NCFl.OOD~IAPS.C()M. Si\JD
FLOODl\l/\P lS ALSO ST1\MPED "!'REll:\llNARY MARCH 19TH 200S",
THE FJ /lODUNE SHOWN ON THESE PLANS WrmJ~ TAKE0: FROM SAlD MAP.

\
\

PHYSICAL ADDRESS

SR 1325 LITtLE SAVANNAH ROAD

\

JACKSON COUNTY P[N#

754ge63~7272

\
\

,\ PORT[ON OF Tl!E Sl'I~JECT PROVERTY IS IN A SPECIAL FLOOD 1 LAZARD ,\RE/\.
PER l'vlAP Nl;MHER 370282 0085 C "EFFECTlVE lJATF.:,'vlAY 17TI-L 1989."

122228

\

TAX ID#:

~

"Dl"Vl~J ,OPMFNT WHlCl I WIlL TAKE PL'\CI." WITI-llN THE U!\UTS OF Tl lE lOO Yh1\R
FLOODPLAIN AT ELlWA'nUN 218:, - 2187 (,e\verJinc construction) rs DESIGNED [J'\
ACCORDANCE WiITH 1'1 lE IU~QUIlU~MENTS OF EXEG!TJVE ORDER No. 1'23 ~
CNIFORM FLOODPLAiN MANAGEMENT POLlCY."

CULLO\VI lEE

DEED BOOK & PAGE

1470/283

\
\

TOWNSHIP:

THE ENGINEER DOES NOT GUARAJ,rrr;,E THAT ALL ~,XISTlNG Ft\ClUTlES SUCH AS
Pll'I,UNES, ELECTRIC/\L UNES, CONDCIT, TELEPHUNE CfU-lLE, SERVICE CONJ\:'ECflONS,
OR OTHER FACllJTIFS ARn SHO\X.'N ON THE PLANS, [T SHALL BE THE CONTRACTOHS
RESPONSIBILITY TU Hr\VE ALL UTILl'fIES J neATED BY THEIR RESPECTLVE OWNEHS,
HELD MARK nw UT[LlTY r.oCATIONS, AND PROTECT AIL SUCH EXISTING FACILITII'\S
PRIOR TO BFGINNI1'JC; CONSTR1X;nON. TJ-lE CONTRACTOR 15 FeLLY RESPONsmU.
FOR NOTIFYiNG ALL UTILlTY O\XiNERS IN ACC01WANCE \XTJ'H NORTH CAROLINA
Ge:NERAL STt\TUTE - CHAPTER 87, AltTlCLE 8, THE CNDERGROUND DAj'vIAGE
PRlNEN'nON ACT.

\
\

\
\

PARKiNG SPACES PROVIDED:

213 (BASE B1D); 340 (BASE + AL1)

ADA TOTAL PARKING / VAN

8/2

\

\
\

\
\

TOTAL DISTURBED AREA:

11.05 ACRES

\

\'

LF OF SEWJ~RLINE CONST

400 LF

\
\

\
\

\\

ARCI-lAEOLOGTCAL AREi\S OF lNTEREST ARE SHO\'i/N PER MAP BY MACTEC
ENGINEERING AND CONSlTf[NG, fNC. FNTlTLED "PHASE [J ARCHAEOLOGICAL
SURVEY MAll WCll 1 IEi\LTH ADN G rmONTOLOGICAL CF.NTI~,Rn ANI) DATED
AUGUST,200S

LF OF WATERLINE CONST,

1,660 LF

\,

\
\

\
\

CONCRt..TE PADS
REFER TO EIJ3C. D\\?G.
E :'OFORSlZE& LOCATION
(SHEET S-3.4)

\

PROPOSED USE:

EDUCATJONAL

\

LF 01' ROADWAY IIvfPORVJ~MENTS:

595.51 LF

C;ENEm.AL NOTES:

\
\

LF OF ACCESS ROAD:

1,04-5 J ,F

\
\

1. ALL CONSTRCCT10N Sll.l\LL r3E IN ACCORDANCE W1TI-l UNIVERSITY STANDARDS,
SPECJFIC1\TfONS, !\ND DETAJ L.S, WORK IN THIS PROJI::cr SIl/\LL ALSO CONFORM TO
TI lESE PJ ,ANS, 'rHE LATEST t~Dnl0NS OF THE NORTH CAROLJNA DEPARTivIENT OF
TRANSPOR1'ATION (NCDOT) ROAD AND BRIDGE SPECIFICATlONS, THE ROAD AND BRIDGE
STANDARDS, THE NORTH CAROLINA ERosrON AND SEDll\mNT CONTROL HAJ.-..;DBOOK, Tlll2
NORTl 1 Ci\ROLINA EROSION A NO SEDl~1ENT CONTROl, Rl~GUL!\TIONS, THE FINAl.
GEOTECI 1NICAL REPOln; AND GENERAL DESleN STANDAHD. IN THE EVENT OF CONFLICT
BEf\'?EEN ANY OF THESE s'rA,NDARDS, SPECJFlCATlONS, OR PLANS, THE MOST STRINGENT
SHALL GOVERN.
2, THE CONTRACTOR SHALL DE SOLELY RESPO?\lSlBLE FOR TRENCf-l SAFETY DURlNG ALL
PHASES 01' CONSTRUCTiON.
3. THE LOCAT[ON AND SJZY, OF EXISTING l:TIUflES AS SHOWN 1S APPROXUvIATE ONLJ:: THE
CONTRACTOR JS RESPONSIBLE J 'OR HOJUZONTALLY AND VERTIC\1.LY LOCATING AND
PROTECTING ALL PUBLIC OR PR1VATE UTlUTlES THAI' LIE IN OR ADJACENT TO THE
CONSTR1.!CTION SITE. Tl IE CONTRACTOR IS FULLY RESPOKsmLE FOR NOTWYING ALL
UTfLI'lY OWNERS IN ACCORDAKCE WlTH NC GENERAL STKfUE - CIIAPTER 87, ARTICLE 8.
THE t'NDERGROL:ND Di\J'vL\GE PREVENT]ON ACT.
4. THE CONTRACTOR SHALL SA] ,VAG I": AND PROTECT ,~\LL EXISTING POWER POLES, SIGNS,
j'vI AN HOLES, TELEPHONE RISERS, \VAl EH VALVES, 12TC. DUlUNC; ALL CONSTRucnON PHASES,
THE CONTRACTOR SHAlL REPAlH, AT HIS O\'iN 1:"XPhNSE, ANY EXIS11NG UTILITIES
DA:\L'\GhD DURING CONSTRVCflON.
S, TRAFFIC CON'rROL ON PUBLIC STREETS SHALL BE IN CON FORl\L\NCF, WITH THE TRAFFIC
CONTROL PLAN, TilE "MANUAL OF UNIFORM 'rRAFFlC COJ:-.:TRUI. DEVICES", AND !\S Ft'HTHER
DIRECTED BY STXn:o; TNSPECTORS.
6. ANY DISCREPANCIES FOUND DET\'i':EEN THE DRAWINGS AND SPECIP!CATJONS AND SITE
CONDITIONS OR ANY LNCONSISTENCJES OR A:\1BlGUrnES IN DRAWLNGS OR SPECIFICA110NS
SH/\ I.J, BE HvfMEDIr\ TEL Y REPORTED TO THE lINcaN E rm, IN W.IUT[NG, WHO S HALL PROMPTLY
ADDRESS SljCH INCONSISTENCIES OR AMBIGurrmS, WORK DONE BY THE CONTRACTOR
MTER [IlS DISCOVERY OF SUCI-I DISCREPANCIES, INCONSISTENCiES, OH j\MBIGU[TIES SHALL
BE DONE AT TI-IE COKmACTOR~S RJSK
7, A PRE-CONSTRCCTION CONf'ERENCE SI IALL BE HELD PIUOH TO THE S1'A RT OF
CONSTRucnON. TI-IE CONTRACTOR SHALL ARRANGE THE l\lEETlNG WUI I >>;'ESTERN
CAR01JNA UNIVERSITY AND THE JACKSON COUNTY PLANNIN(; DEPARTMEN'l:
8, CONTRACTOR IS RESPONSI BLE I"OR VERIFYING AIL REQUIRED PERMITS AND APPROVAL';
PIUOR TO COMMENCING CONSTRLCTION,
9. ALL AREAS SHAl ,I. BE GRADED FOR POSITIVE DRAINAC 1-;', AND AS Sf-lOWN ON 'f) lESE
Pl,ANS. THE CONTRACTOR SI-I ALL MAINTAIN ADEQUATE SHE DRAINAGE DUJUNC ALL
PHASES OF CONSTRUCTION. THE CONTRACTOR Sl LALL LJSE SlIT FENCES (OR OT[ fER
METBODS APPHOVED BY THE ENGINhER AS REOClRED TO PRJWI-;NT SIlT t\ND
CONSTRL'CTION DEBRIS FROM FLO\X1NG ONTO AD]ACE1'JT PHOPERTms. CON'mACTOR
SBALL COMPLY \,\']'[1-1 ALL APPLJCAHLE FEDEFJ1L, STATE, OR J DeAL EHOS!UN, CONSERVA['fON,
AND SILTATION ORDINANCES, CONTRACTOR S]-L-\LL REMOVE ALL TI-<:JdPURARY EROSION
CONTRUL DEVICES UPON COMPLETION OF PERMANENT DI'V\lN,.I,_GE FAClUTWS AND THE
ESTABLISHMENT OF A STAND OF GRASS OR OTHER GRO\VUJ TO PREvl<:NT E]{OSION.
10, THE CONTRACTOR SI-lAU_ CLEi\l\ /\ND GRUB THE SITE AND PJ .ACE, COM.PAcr; AND
,'l,lOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENe rNEER*S
SPEClFIClfl'[ONS. TIlE FILL JdAI'ERIM. TO BE USED Sf-IA[ L BF, APPROVED BY THE
GEOTECHNlC\J. ENGINEER PRIOR TO PLACEMENT.
11. Mt\Tl:::m.AJ"S USED TO CON51RCCTiON El\lBANI<J\.IENTS FOR .,l"NY PI :RPOSE, t~i\C:KF!LL
ARUCND DRA[NAGF. STHUCTL'RES, OR iN CTILlTY TRENCHES FOR ANY OTHER DEPHESSION
REQUllUNG FILL OR BACKFILL S]-[;\LL BI', COMPACTED TO 95'% OF MAXIMUM Dr.~NSJTY AS
DETERAllNED BY THE MODIFIED IJROCTUR TEST AS SET neT IN AS'1'1\1 STANDJ\RD D-9GS, TJ IE
CONTHACTOR SH1\lJ., PRIOR TO ANY OPERXrION'S IN\'orVl;~G r~[LLlNC OR BACKFILLlNC;,
SlJB7\llT TJ IE RESIn :1'50[0' THE PROCTOR TEST TOGETHER \'V1TH 1\ CFRTIFlCATIUN TH.t\T THE
SOlL TESThD JS REPRESENTATIVE OF T[-IE t\-LATERlALS TO BE USJo:D ON TI-IE PROJ ECT. TESTS
SHALL BE CONDUCTED BY A CEIUIHED M/\.TERIAl5* TES11NG LABORATORY AND THE
CER'nFICATrONS ""lADE BY A LICENSED I'ROFESSIONAL ENGINEER REPRESENTlNG THE
1~t\B()RATCmy.
12_ PROPOSED (ONTOFRS AND GU1TER GRADJENTS !\RE i\PPROXE\!t\TE. PROPUSED SPOT
ELEVATIONS A"'O R()ADWAY PROFTLES/SCPER-ELI::'.\/AnONS/TYPICAL SECTlONS ARE TO BE
USED IN CASE OF DISCREPANCY.
13. Hm CONTH/lCTOH SHALL VERTFY AND COORD1Nl\.TE ALL Dli\lENSIONS SI-lO\V'N,
IKCUj1)fNG TIJJ~' HOHl/:ONTAL AND VERTiCAL LOCATION OF ceRD INLETS AND GRXI"E
lNLETS AND ALL CTIUTLES CROSSING TilE STC)RM SEWElt COI\iTACT AHCI-L AND
ENGINEER \XTfH ERRORS,
1 'I. f\l L DIST/\.NCES 51 IOW/N r::X~PHl<.SF.NT 110R1ZONTAL C;ROCND DIST!\NCJ ~S.
IS, HIM EI J~ \lATIONS .-\RE (;[VEN AS TOP OF CURB l'()R CATCH BASINS, TOP UI'- c; RJI."rE P()R
DJ\OP INLETS, AND TO I:' OJ-' COVER FORJl;NCTrON BOXES,
1 G, STORM Sh\VFH (HC!') SI i:\IL Bn CU['.-;STRCCTED TO T1 IE I"OLLO\\;ilNC CL/\SSiZS:
COVER LESS T[-)A,,",: J () FEET - Cl ASS C OR [) BEDDING, CLASS 1II W,\l L'l
COVER 10 FEET TU 15 FEET" (] .1\SS [3 sr:DDING, CI..-\SS m WALL.S
COVER CRI~1\TI ~R TI hN 15 rr:ET - CL:\SS B BEDDING Cl.ASS ]V \X'I\LLS
17_ ALL C1.!RB JOJNTS SIMJ J. EXTEND THROeCK THE CURB. MINII\fl1M I ,ENGTH OF OfFSET
jOiN'fS Xl' RADIUS POINTS IS 1,5 FEET. Al.L 100NTS SHALL 131,: SEALED WlT!] lO1N'I' SEAl ,t\J',n:
'18, AlL .\CCESSI1H J ~ RAMPING, S11Ul'ING, AND PAVE1I'1ENT MARKINGS S] 1.1\Ll~ C:()NI~uRM TO
ADA REQemEI\IFNfS AND THt" "NORTH CAROI,INA ST..-\Tr\ BULDJNG CODE, VOL. 1-C
ACCESSIBILITY CODE."
19. EXISTING \VI\TER AND SE\X:l~H J\.fAIN/S[\RVICE SlZhS TO THE PROPERTY ARE TO BE
VERIFIED BYTllb C:ONTRM:TOH PHl()R TO TT IE START OF CONSTRUC110N. TIlE PRqJECT
ENGINEER HAS ATfFMPTED TO VERIFY SIZES FROM RELEVANT pr )\NS, HO\'(iEVER, EXACT
SlZE/Dll\IENS[ON CAN ONLY BE Dr,TEHM1NED FROM FlEll) EXPOSURE OF THE RELEVANT
LINE,
2U, BEPORE STARI1NG ANY CONSTRUCTJ ON OF lMPROVb\1ENTS W1THlN ANY CO;:::NTY UR
NCDOT STREET OR f-IlGHWA Y lUC;l I.T- OF-\V~\Y, TIlE FO!.! ,(WifING PROCEDURES SHOULD BE
UNDERTAKEN: RlGH1:..0F-'-\'?AY: CONTi\CT LOCAL AUTI [OlUTY'S TRAFFIC ENGINEERINC
DEPARTMENT FOR INFORSlATlON ON DETOCRS, OPEN CLTrING OF STREETS OR FOR ANY
CONSTRl'Cl10N W1THlN RlGHT-OF~\'0~\ Y. NCDOT RIGI fT-OF .WAY - CONTACT PROJECT
ENGn<EERS AND OBTAIN ALL PFl~l\jJTS AND ENCROACI rI\fENTS (CROSS-CHECK PLANS WITH
SPECIAL PROVISIONS, KEEP COPIES ON CONSTl\.UCnO?\l SITE, ALSO CONTACT NCDOT
DISTRICT OFFICE 24 HOURS IN ADVANCE BEFORE Pf <ACING CURB AND Gl~1TER).

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Baselnent Elev: = 2230.66
1 st Floor Elev: = 2244.66
2nd Floor EJ.ev; ::: 2260.00
3rd Floor Elev:::: 2277.33
4th Floor elev: = 2292.66

SANITARY SEwrm

See notes for protection of Archaeological
Point of lnterest on sheet C-2.30.

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END CONCRI,:TE I
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1. !vi lNJMl)M GROUND COVER or,' 3'-0" TO BE PROVIDED FOR AIL SANITARY SE\VER
COU J:;CfION LINES 4" AND LARC3ER IN NON TRA.FFIC AREAS. IF illlNIMlJM COVER IS NOT
PROVIDED, FERROUS PIPE SHALL BE USED.
2, MINI:\1U;\1 COVI"R OF 5'-0" IN TRAFFIC ,\REAS TO BE PROVIDED [,OR ALL COLJ,F,CTION JJNES
4" AND LARGER. ] I'~ J J:;SS Tl lAN 5'-0", DUCTILE mON PIPE SE-L'\LL BE REQUIRED IN CLASS I
BEDDING (MIN]Mt;~r..l COVER Sl L....U_ r3E NO u.:':SS TI-TA1'-J 3',0").
3.l\IINIMUj\j SLOPE FOR 4" J\ND 6" SANITARY SE\VER COLLECTION llNES SHALL BE NO LESS
THAN 1,0% WITH CLEANOUTS EVERY 75 UNEAR FEET
4, l\L\INTAIN 24" VERTICAL SEPARJ\TJO?\l FROj\{ STORc\1 SE\'CER OR FERROUS PIPE SHM L 812
eSEI) FOR '11 IE SANITARY SE\VER. ALSO MA1NTAIN 10 FEFT HORIZONTAL SEPARATION AND
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PU1'ABLE WATER

1. \\'/ATER M;\IN TO BE I NS1'Al )J,:O AT /I DEPTJ! W[TH A \HNLt.,'fCM COVhR OF 48", WITH 18"
VERTICAL CLEARANCE J\l1NJMU!\l (SEP,\J\.i\TION j\fT JST BE OVI~R SANITARY SEWER) FHOM
OTHER CNDERGROUND UTJ UTIES AND 10 FEET HORTZONTAL CLEARANCE FRO!'il ALL 01'1 ll:m
UTILITIES,
2. PRESSeRE REDUCINC VALVES SHALL BE PROVIDED 1F PRESSURE IS IN EXCESS OF 80 PSI.

See sheet C-2.50 for roadway I1nporvements.

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1. IV J~ WATER AND SE\VT,R "IAINS WITH] N PCl1UC EASI::,\TENTS AND lUGI-lTS,OF-WfW TO BE
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2. ALL CONSTRUCTION TO BE OFT! IE LOCAl. AUTHOR1TY STANDARDS AND SPECIFICATIONS,
3. ALL UNDERGROUND L'11LITIES AHI ~ APPROXIMATELY LOCATED. ACTUAL LOCATION i\ND
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JK MATCN EXISTING CROSS SLOPE.

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DATUM DESCRIPTION

TH~ LOCALiZED COOROINAfE SYSfEM DEVELOPED FOR fH!S PROJECl
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