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Sheet List Table / 889°39'15"E 925.02' / N EAL T';
Sheet Number Sheet Title / / 15'TYPE D BUFFER(OPTION 3) + + / ° 5773 w e
C-1.0 COVER SHEET / - - - 2735,Pe.ese
C-1.1 SITE SURVEY / --/,/ - - - �`®� �`� PARCEL 192177 / /C'0 ORY M.��O°�\\
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C-2.0 SITE PLAN yam/ l/�X X\X �� _\\ �a ygRO I _
C-2.1 TURNING MOVEMENT PLAN / h�J/ /l \k\\-/+ r.. _20'p ,O / rc
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C-2.2 SITE DETAILS HnRROR / 0/ J,/ • * •..\\\ O�E� E Z�� I ry I u C-2.3 SITE DETAILS INN/8RE 992 APCc LLC
2Ee 4 // I BW(D/ S�S MENT '��._ S73. 3 -
C-3.0 EROSION CONTROL PLAN PHASE 1 PARCEL,9z,s9 / N w/ ' NG Q$Tg0 \\ \ `as 56 36 E I b ¢SF h
C-3.1 EROSION CONTROL PLAN PHASE 2 h�/ /� o a111 Gfq \\ �@�� + 660 87, ry I © /w�
C-3.2 EROSION CONTROL DETAILS W l • , 1111 4.1111 1 +` IO / V
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C-3.3 EROSION CONTROL DETAILS �// ,,94 SF83 S/F OFq I ,,,,,, BUIIIIIII I 1111\X� ._\\\\ + + + + I t� /U�
C3.0 GRADING PLAN / ZSTDR Es R/NT C0195 111 11 gUl(DING l: _ _ + _,+ + 7p 71s BUFF I / •` N
C-4.1 STORM SEWER DRAINAGE AREAS SF 111 11
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C3.2 STORM SEWER PROFILES / /e0/ • I'' , Gf�A, , If GFq�� \ S \ (OPT/O/y 2j T
CC-4.3 STORM SEWER DETAILS d.4 STORM SEWER DETAILS / ,,, / �,,,,, HARRDRLC ,,,,,� ti... 25,s
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C-7.0 DRAINAGE MAPS /l/ . T SFGFqD.P ®, BUl[D/NG$75ql ••...', \ I�] Z
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/ SFf A2Yaspy� I / I ' I cw2zSTOR ESpR/NT F:11111/
•....•..1111 BUl[D/NG h m j ul/ IO h / I GENERALNOTES: o' iif 9I t'I:!
PROVIDED BY CLONINGER BELL SURVEYING ON OCTOBER 21,2022 AND t EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN IN THIS PLAN IS BASED UPON A COMBINATION OF A ro I 2. THE CIVIL ENGINEER AND THE OWNER DISCLAIM ANY REPRESENT OR WARRANT THE WORK PREPARED BY THE Q =
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
3. THE CONTRACTOR SHALL BE SOLE,RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS.THE CONTRACTOR F / I _ S/GE"tRD I 1 + ~ O m
SHALL DESIGN,CONSTRUCT,AND MAINTAIN ALL SAFE,STANDARDS,,WS,AND REGU,TIONS, e _ 2s' D�1 �- I O
a sHULNOnwGATEWAY DESIGN caowae HOURS PRIOR ro THE COMMENCEMENT orcoNsmucnoN h l IIIIIIIIIIIIIIIIIIb_
/ ��j __F� I N77.53.4p, (_ SI yq=p11.., x I I O c' 2
CL'' ACTIVITIES.
5. AU_LOCAL,MUNICIPAL,AND STATE,WS,RULES,AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND E PART or THE PROJECT CONTRACT DOCUMENTS AND THEIR PROVISIONS / '/ice I I '- I Ti W 63g.50' JI -*NO .. I I Et en z_ W
ESHALL BE CARRIED OUT BY THE CONTRACTOR.
15 THE P,NS.SECTIONS.PROFILES.AND DETAILS.IN THE EVENT OF DISCREPANCIES, wz igi
6. DO NOT SCALE DRAWINGS IN THIS SET.ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE SHOWN ON / II I i ; ,,I *Op
2 CLARIFICATION FROM THE CIVIL ENGINEER ANIXOR OWNER'S REPRESENTATIVE. ' Sem
THE CONTRACTOR SHAD REQUEST o; / /C 4,$) ,I i i I II N 10'TYPBBUFf + ,. I�� LL a
''' REPRESENTATIVE FOR REVIEW.NO DEPARTURES FROM THE CONTRACT DOCUMENTS HALL BE MADE WITHOUT THE EXPRESS II I I I ER(OPTION 2) I O �'�I =
VI 7. IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR.DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE CIVIL ENGINEER AND/OR OWNER'S
8 WRITTEN PERMISSION OF THE CIVIL ENGINEER ANDIOR OWNER'S REPRESENTATIVE. / 2 / ..t i^.•.-_ I F BOAT I I 3 ., 1I,p6 H
B. '"- ''i.13,c.: I.....,. (UTUREg RVPARKI \ 1n 'S61 D
I DEVELOPMENT REQUIREMENTS SPECIFIED BY THE SITE PUN TO THE CIVIL ENGINEER AND/OR OWNERS REPRESENTATIVE / /. =T.4025;1° r" I OLE" NG I ( 0
PRIOR TO ANY ACTUAL CONSTRUCTION. / I \°pgnoN/ I I 0
IMMEDIATELYT 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY
WORK.THE CONTRACTOR SHALL NOTIFY THE CIVIL ENONEERAND/OR OWNERS REPRESENTATIVE OF ANY // • I I hb
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% aDISCREPANCIES OR CONFLICTS. r \ /// I I I II DEBRA C.MURPRv
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WHICH MAY BE AVAILABLE.THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO I PARCEL,9z,ez I I CO
NOTFYTHEOYLENGNEERAND/OROWNERS BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS
CONTRACTOR SHALL IMMEDIATELY \4,: I I I I N
COMMENCEMENT OF NYWORK..THE ON RA
REPRESENTATIVE OF ANY DISCREPANCIES.OR
11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING
I,'.
SERVICES INCLUDING INDEPENDENT LOCATING SERVICES.THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TO
o NOTIFICATION CENTER AND FACILITY OWNERS PERNC STATUTE)NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN,z / _ r.
WORKING DAYS PRIOR TO BEGINNING DEMO TON EXCAVATION OR ANY OTHER FORM OF CONS RDCTON - + -+__
g' ANY Xz.THE CONTRACTOR
OF CONSTRUCTION,THE CONTRACTOR SHALL ALSO
SO BE R RESPONSIBLE
NOFEAFFOR
R THE
TO REMAIN COORDINATION
AN COSTS
TE - + N ++--�a. -
'EP THE RELOCATION AND ASSOCIATED WORK - _ 82. + -15'TYpEDBUFF XI I 0
L-7, 13.THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES,TO THE PROJECT SITE DURING CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE,ARTHEIRTOWN EXPENSE ALL /ON AND/OR ADJACENT N8z2 W - -1 p¢W 286.20' ER(OPT/ON 3)��+
S66'32'23"W II.27:71 _ _ ..
IMMEDIATELYDAMAGED ELEMENTS RESULTING FROM CONTRACTOR OPERATIONS OR
1,THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY ACTIVE UTILITIES THAT ARE DAMAGED DURING - - I
-8 CONSTRUCTION AT CONTRACTOR'S EXPENSE.
C2 1,THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PUBLIC RAVPcGT'OF.WAYIEIN ACCORDANCE WITH THE STANDARDS - _ - _
C. 16.THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO RELOCATE/REP,CE ANY EXISTING UTILITY AND/OR LIGHT ----
- FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE MUST BE RELOCATED AT THE D- CONTRACTORS EXPENSE. HA-HOPE - _ - _ _ T . -
PRORERnE -
NTESTING SHALL BE PERFORMED.AT A MINIMUM.IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL Pa zoss R _
DEFICIENTL?) REPORT.IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY VV1TH THE PLANS AND THE SPECIFICATIONS,
I EXPENSE.ELEMENTS FOUND TO BE IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT PARCEL 9
THE EXPENSE OF THE CONTRACTOR.
,e.PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND I -SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT TNE CONTRACTOR'S. ----_____ --__ . .
I 1I APPROVALS HAVE BEEN OBTAINED FROM ALL REGU,TORY AUTHORITIES. •
IV
19.GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM
i .20 THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS.UTILITIES.AND RIGHT-OF-WAYS,PUBLIC AND
0
(V PRIVATE,PRIOR TO WORKING IN THESE AREAS, 7)
'8' 21.ANY DISCREPANCIES FOUND NTHEFIELDSHALLBECALLEDTOTHEATTENTIONOFTHEOWNERORENGINEERPRIORTO DEVELOPER: p
" PROCEEDING WITH WORK.z WAM SOUTH POINT LLC
GREENSBORO LAND DEVELOPMENT STANDARDS MANUAL AND COORDINATED WITH CITY ENGINEERING DEPARTMENT. 4402 GARRIS RD
23.CONTRACTOR TO OBTAIN BUILDING DEMOLITION PERMIT AS REQUIRED PER ALL APPLICABLE REGULATIONS.
'%': ...ALL STANDARD NUMBERS REFER TO THE LATEST EDITION OF THE CIN OR GREENSBOROIAND DEVELOPMENT STANDARDS CHARLOTTE,NC 28209
MANUAL AND THE Nc00r STANDARD DETAILS AND SPECIFICATIONS, [phone]
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DESIGNER: m
0GATEWAY DESIGN GROUP,PLLC
�, w 8 ' 8516 FOXBRIDGE DR Z
a+ WEDDINGTON,NC 28104 PROJECT R:2022-069 DATE:06/15@023
www.ncell.orp GREG EMERY,P.E.i 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
DRAWN BY:GE CHECKED BY JB
[phone]
APPROPRIA
ARELOCRTTEED PAITIESANOR TO ASSURING
SSNGCOTSTRDCTION.UTILITIES GRAPHIC SCALE (828)9 9-9207designgroup.com TITLE
FLAG MEN,ETC.,RE NECESSARY ORINSURE BARRICADES SURVEYOR: COVER SHEET
/ 2. CONTRACTOR IS PO
ES USING 0 z11 I CLONINGER BELL SURVEYING&MAPPING,PLLC
''-' 3. ALL PAVEMENT CUTS.CONCRETE OR ASPHALT,ARE TO BE
e REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. JUSTIN CLONINGER,PLS SHEET NO.
es. ( IN FEET) 107 RIVERSIDE DRIVE
A ING WIL 50INGTOSHA NCHING STANDARDS PART EOSHD McADENVILLE,NC 28101
6 HORIZONTAL 1 inch=50 M.. [phone] C-1 •O