NCC211903_NOT Supporting Documents_20230814

r I ' r,' +' " ' �)-%iv Sheet List Table
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Sheet Number Sheet Title
, c1.0 Cover Sheet
ons
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CITY OF CHARLOTTE, COUNTY OF MECKLENBURG, STATE OF NORTH CAROLINA C1.1 Overall Notes and CondiAbbtions
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'.,:t / C2.0 Overall Existing Conditions&Demolition Plan
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w °xua C2.1 Existing Conditions&Demolition Plan
,��� `4 CIVIL CONSTRUCTION DOCUMENTS 0 INF FOR C2.4 Existing Conditions&Demolition Plan an
C2.5 Existing Conditions&Demolition Plan rn
b •Nil
C3.0 Overall Erosion&Sediment Control Plan `�
ti
0
6800 SOLECTRON DRIVE C3.1 Initial Phase-Erosion&Sediment Control Plan• j
3 C3.2 Initial Phase-Erosion&Sediment Control Plan
r C3.3 Initial Phase-Erosion&Sediment Control Plan
r C3.4 Initial Phase-Erosion&Sediment Control Plan
z
• C3.5 Final Phase-Erosion&Sediment Control Plan
y
1 \ MARCH 18, 2021 Koh FINAL
amPmROsAR LDC-2020-00172 C3.6 Final Phase-Erosion&Sediment Control Plan a
File 1 of 3 C3.7 Final Phase-Erosion&Sediment Control Plan `O"
CHAIi1.0'I'['E. c
•
LOCATION MAP APPROVED C3.8 Final Phase-Erosion&Sediment Control Plan
ENGINEERING By Jeu Moua as7:23 am,Mar 23,2021 cis Erosion&Sediment Conrol Details F
Not To Scale PCSO/DETENTION/DRAINAGE Pun
0
C3.10 Erosion&Sediment Control Details
PCSO SUMMARY EROSION CONTROL °APPROVED= C3.11 Erosion&Sediment Control Details
\\`1\ 'NOTE: Rezoning Pending for Parcels 04733105& C4.0 Overall Site Plan e
Original Parcel ID Number(si: 04711203,04711204,04733106,04733107 \ •p ROP+9 /'.� '� 04733104.reference RZ#2020-097. URBAN FORESTRY APPROVED
Development Type: Commercial \\�rN.(\ FJZ j jW Improvements for these parcels by separate plan. TREE ORDINANCE C4.1 Site Plan
Subject to PCSO?Y/N Y C Pu8y1 �%� C4.2 Site Plan
t pO' i FINAL PLAT TRACTS 1-3 CDOT APPROVED ca.3 Site Plan
If NO,why? >� AND COMMON OPEN SPACE PLAN APPROVALDOES NOT�c�i 6✓ OF IBM PROPERTYC4.4 Site Plan
Watershed: Yadkin "6800 SOLECTRON OWNER,L.P. CHARLOTTE LLEE CALL 7a 3 sa99
INCLUDE MORE
i / M.B. 27, 1 274 OR VISIT
htt, -sE-
Dlsturbed Area(ac): 17.82 n/' ��i�j 3.086 AC. (DEED) LOT 1 _OR E:THIS PLAN APPROVAL
DOES
C4.5 Site Plan -
Site Area "'i- �.� �� / D.B. 34047, 1 880 NOTE:THIS MEAN CIAL ZO NI DOES NOT
(ac): 57.25 `-�,-�i__./ PN:04733104 INCLUDE COMMERCIAL ZONING.ALL BUILDING C5.0 Overall Grading Plan
ExistingBuilt-u SF: 1053067 --'—" %/ " ZONING: INST(CD) AUTUMN PARK OWNER LLC PERMITS AND ZONING APPROVALS CAN BE W
ponarea( ) i� //'//6800 SOLECTRON OWNER,L.P. MECKLENBURG COUNTY CODE l C5.01 Release 3 Phasing Plan
Existing BUA to be removed(SF)': 170917 '� "' p-' 3.039 AC. (DEED) D.B. 27814, P.943 OBTAINED AT A
\ ZONING: R-12MF CD ENFORCEMENT.
FOR S MORE INFORMATION. C5,7 Grading Plan
/� D.B.34020,P. 891 O APPROVEDg
a4 T
1110.11%
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING
Existing BUA N remain(SF): 882150 woo- C -�`� PN G: INST(CD)
qT LEAST qe nRs.PRIOR ro Arvv Iwrvo ByKellyRobertson at 6:34 m,Mar 22,2021 C5.2 Grading Plan
Proposed New BUA(SF): 407746 ii' \ ZONING INST(CD) BmG ACTlvm uslrvGTnEorvuNE \ P Grading PI
Proposed%BUA 25.3% - DlsruR
y FORM FOUND AT hap//aarioaenc 9°vAe C5.3 ro mg an
Density(High/Low) High \�\` uJ W
�r �X
ft
�IIm Ins ImlHrlrm ran lfi lmlmlrm lTrtlT1
*la,, C5.4 Groding Plan
•� INTERMEDIATE PHASDVG LIMITS �- FINALDCOMMON MEAT TRACTSPEN1 A
Total Post-Project BUA for site: 1289896 r R\ PN: : RE-1(CD)
\ AND OPEN SPACE C5.6 Courtyard Drainage Plan 0
/yy f\'EE SHEET C5.01 OF IBM PROPERTY RODRIGO ROBINSON ��� 1
Development or Redevelopment? Redevelopment V� '� ,ZONING: RE-1(CD) \ LLJi1LiWIwlw 1 ^ M B 27 P. 274 C5.7 IBM Drive Grading Plan =
D.B. 3N5G: P.269 ^II: - \
Natural Area Required ZONING: R-3 ' `� 'TRITRI(RI II-I11 LOT 2 :Ismoa 06.0 Sr.,,,..Q...t'�..- Fl
Natural Area provided,total Lac): 10.02 Proposed Penninger Circle / 1, •YIIIIIII J llsi*iiiiflllllllb • VII Q MIDI T?IIII f ' `\ AUTUMN PARK OWNER LLC y °aNe v* 060 Sr.,....2r._l'..,...
Undisturbed Treed Natural Area Preserved(ea): 10.02 Roadway Improvements BLACK RHINO '� (NIT
III tT (� Q Q i' Proposed Parkin Lot D.B. 27814, P.943 P* Mf° 06.10 Q......Q...l'�..,...
Total stream buffer protected on-site(so): 3.6 \� j HOLDINGS, LLC �'�`.�'-�'�V7 U III isi a' ^ Improvements 9 ZONING: R-12MF(CD)
FATOUMATA BAH AND 2.20 AC. (DEED) ./ ` Q ' \ C5.11 Penninger Circle Improvements
Transit Station Area?V/N N MAMADOU K. DIALED D.B. 32246,P. 668 a''7" \ � I I j n ( ,s1 UiiiQ O 1'' \ `
0 6800 SOLECTRON OWNER,L.P. C5.12 Penninger Circle Improvements
Distressed Business District?YIN N 2.572 AC. (DEED) ZONING: R-3 A�,� 6.282 AC. (DEED) IInt\ (�1l t *, \ ` v�..
D.B. 26939, P. 251 �� •D.B. 34021, P. 284 R3 V��� Q • l \ i C6.0 Pre Development Tributary Plan
Mitigation Type(f applicable) NIA ZONING: R-3 ( PN 04733107 IIILY\ Q \ / C6.1 Post Development Tributary Plan
Natural Areamitigation?Y/N N r'� ZONING RE-1(CD) IIIfU t�1�F NOTE Timis for the IBM Drive Turn Lane ANDREW COLTEN HURD nJ"f+ 51"' 9 A x / CE2 Basin Details Sheet
Buffer Mitigation?Y/N N 2.54 AC.(DEED) \ ` ' • • o\ p 0 improvements
provements(By Separate Plan)shall be v,' .]
Total Phosphorous Mitigation'?VM N D.B. 32354, P.497 t�\ �• \ \ \ in accordance with the approved G/ /a? C8.0 Storm Sewer Profiles C
ZONING: R-3 `'\ PI �i e i..„.... 6800 Solectron Drive Traffic Impact Analysis, / a
1 • , ■• j dated 08/20/2020. ? / ♦G C8.1 Storm Sewer Profiles d
'Includes(54,311 SF)BUA Removed as part of LDC-2020-00062 - - _ j�1,��, I !'-��- ^ \ r Jy /1 sr C8.2 Storm Sewer Profiles Q
„17.5%OF Site Area I// \
/i Proposed y 4 C8.3 Storrs Sower Profiles St Table F
TONY A.WOODWARD -I,1 �_ Parking Lot .BM#3 --'.�'-- - • ;:Mtn I ��yJ � .�yW C9.0 Site Details Z E5.62 AC. (DEED) k/ 6800 SOLECTRON OWNER, L.P. �j / 7\N ( .1 FEMA NOTE D.B. 22127, P. 987 II I Oil D.B.33951,P. 412 . �]v. /� C9.1 site Details C F
ZONING: R-3 I ADDRESS: 6800 SOLECTRON DRIVE +e To ,y C9.2 Stormwater Details W z
According to the Federal Emergency Management Agency's Flood Insurance Rate Map PN:04711203 L_e_ BLOCKA I ( ' '- F
/ ZONING: RE-2 - °=
a No.3710456700K(dated November 15, 2018),the subject tract shown hereon lies 153,859 SF(2 Floors) JA—�=——--—- - C9.3 Stormwater Details F •' /�
within Zone X(areas determined to be outside of the 0.2%annual chance floodploin). I \ BLOCKD '• 1 �-- C9.4 Storrnwater Details and TIS Diagroma rr"7 l"l
// `! 103,037 SF -�-p x. �- / 3 v,"U [..I
\ ��I I--"'• TRACTS 1 AND 2 \ L7,0 Overall LandscapePlan ai Q W
a SOILS NOTE '\ -__ \ (1.
a An �l�III „,,„_ b WESTCORE CHARLOTTE, LLCAccording to a map provided by the Natural Resources Conservation Service dated \ LINDA F. BLANCHARD r ell _ LOT 2 L1.1 Landscape Planz ZOWI.reN March 12, 2020. The dominate soils on the site are Cecil s d la loam \ 3.095 AC. (DEED) ® e�,1 PN: 04711204 ,.,/ W
pre any clay \\ r )- I, L1.2 Landscape Plan W O (.G(
co CeB2 2 to 8 cent to D.B. 6043, P. 285 Q- 111\1 ZONING: RE-2 p' V]
Per slopes, moderate eroded.coal sandy say loom (ceD2),a to \ = E
n 15 percent slopes, moderately eroded and Wilkes loam(WkB),4 to 8 percent slopes. \ZONING: R-3 •
BLOCK C BLOCK B I I TR TRACTS AND 2 Proposed Parking Lot III I L1.3 Landscape Plan V V l^ a
90,545 SF 56,023 Sr • ill
I r
WESTCORE CHARLOTTE, LLC Improvements I L1.4 Landscape Plan a U
\ Proposed LOT 1 c o SURVEY NOTE' \ C
\ Parking Lot 1 - •I II II€ �i Y, \ i I L2,0 Landscape Notes&Details C 0Existing Topographic Information shown is based upon a field s rvey performed by EMH&T N.. \ \Pro used • ICI
ir
c� ` \ P BM#2i� 6��� i / _ 11' L2.1 Landscape Notes and Details 'Z U
March,2020,supplemental GIS data has been used beyond then Field Run Topo Limits. 1 BMP l(ii¶1TTI "' TD -�-e I ` _ C-L \ / I.O O
\ \ ° • i I ` // / L3.0 Plant Schedules 7 C„1 CA
E I \ � j I �+ � I1`llullulll I \ /.4 .A,1 E1.0 site Photometrics Plan _ 85 CO
BENCH MARKS L Ilrl II=I IIII II O �\ product prepared by Barrett,Woodyard WF U QOQ
/ \ �� s DR1�. 7/ / NOTE:sneer E1.0 is work
Horizontal:NAD83 Jg GC(y Q1.E'CTR `�� �// \ &Associates. EMH&T adoes not represent of warrant wok provided
Vertical:NAVD 1988 ./.. \ / \ , 1• \v`m �L��S (PRIVATE) n � \ / 1 ,"� / on this sheet. r prowl C/I� / INTERNATIONAL BUSINESS
I l � � � •` - —- / IMACHIN ES CORPORATION
a Chiseled "X"on the west bolt of a fire hydrant located approximately \ \ ^ ♦ ♦ ���GGG 1 • Proposed Parking / \ SITE DATA
\ D.B. 3225, P. 156 \
N 65 feet northeast of the northeast corner of the building and '.... �,% / Lot Improvements _ ZONING: R-4 V
° BM#1 approximately 13 feet from the back of curb of Solectron Drive, Y'vi INTERNATIONAL BUSINESS -- �� \ Project Name: 6800 Solectron
ET_ between the entrance drive to the parking lot and the entrance drive ` ^ /��...
,,•�` �/� \ MACHINES CORPORATION
I \ Existing Site Use: Industrial Q
to the loading dock. ` I. Y ` INTERNATIONAL BUSINESS \ 37.175 AC. (DEED) ♦ Proposed Site Use: Commercial(Office)
• /' /% `. MACHINES CORPORATION D.B. 3232, P.71 \ Project Address: 6800 Solectron Drive
✓ Northing: 572916 E�•. `/7
Parcel Acres 57.25 Ac.
\ D \ ( ) ZONING: R-4 INTERNATIONAL BUSINESS 9e
25.238 AC. DEED U
Evetin 1468516 '1F' \ D.B. 3225, P.397 MACHINES CORPORATION
'" 9 STA 4.975 AC. DEED / Parcel ID Numbers: 04711203,04711204,04733107,04733106,04733105,04733104
_n`SF' TES MORRIS HOLDINGS, C \ ZONING: R-4 INTERNATIONAL BUSINESS (DEED)
Elev.: 749.35 �" VA D.B.3232, P. 281
O PO 73.028 AC. DEED MACHINES CORPORATION Existing Site Zonis 04711203: RE-2,04711204: RE-2,04733107: RE-1 CD
1N1 ( (DEED) ZONING: R-4CI 9 9 ( )-
D.B. 17775, P.576 \ 9.063 AC. (DEED) Petition#2018-013,04733106: RE-1 (CD)-Petition
\ ZONING: R-3 D.B.3232, P. 285 \/ •\ #2018-013,04733105: INST(CD),04733104: INST(CD) : �
Chiseled 'X.on the east bolt of a fire hydrant located approximately /...� J1 \ / ` \ \ ZONING: R-4 ►' .....
-eY4
v BM#2
175 feet east of the southwest corner of the building,in a curb / / \ •
Building Setbacks: Front Setback: 150'from R/W c 1 �
o # peninsula in front of the second entrance east of the southwest corner A..� � `� ` �\ \ •\ / \` Side Setback: 50 ,B
of the building. f _/ /• �/. �.��• _, • / ✓ Rear Setback: 50' eo "
E Northing: 572285 J \ \ Y
//\/' //.. BuildingFootprntSzef40SFdi i—`, \ e -•�_. / / // `.\• \� �n$o Building Height: d:34.5' o„
Elev.: 742.65 t m'� u
INDEX MAP Parking(Industrial): gi
III
1! Required Min.: 1 Space/300 SF of Gross Floor Area
Chiseled 'x"an the east bolt of a Ore hydrant located approximately ARCHITECT OWNER/DEVELOPER Scale:1"=200' ENGINEER SURVEY (403,464/300)*1 =1361 Spaces 1 e >3
260 feet east of the northwest comer of the building,approximately ElI
G
o BM#3 115 feet west of the lower level entrance on the north side of the REDLINE DESIGN GROUP SHORENSTEIN PROPERTIES LLC EMH&T EMH&T Required ADA: 2%of Required pp
EI building,and approximately 110 feet southwest of the southwesterly Contact:Graham Rabon,AIA Contact:Todd Sklar Contact:Greg Emery, PE Contact: Edward J. Miller, PLS 1361 *0.02=28 Spaces sg
corner of the north parking lot. 1023 W Morehead Street,Suite 220 235 Montgomery Street, 16th Fl. 301 McCullough Drive,Suite 109 301 McCullough Drive,Suite 109
Charlotte,NC 28208 San Francisco,CA 94104 Charlotte, NC 28262 Charlotte,NC 2a262 Provided: 1,724 Standard Spaces DATE
Northing: 572836 Tel: [phone] Tel: [phone] Tel: [phone] Tel: [phone] 33 ADA Spaces
Fox: [phone] tsklar®shorenstein.com Fax: [phone] Fax: [phone] 319 Compact Spaces
Easting: 1467843 grabonaredlinedg.com gemerytDemht.com saltier®emht.com Total: 2,076 Spaces March 18,2021
-
P Elev.: 750.15
CDOT TRANSPORTATION IMPROVEMENT CHART CDOT NOTE(PUBLIC ROADWAY IMPROVEMENTS)
Development Nome Sabmieel Neme& A<plle Project Aecele Proled IBM Drive improvements(By Separate Plan)and Mallard Creek Road Improvements SCALE
o El�1 &(RZ# Mole(Phew) _ Number Nome Oe DaKdPOen Stein ro s Roadway lmPvemenes Roadway lmProve.eene Steins shall be constructed in accordance with the approved 6800 Solectron Drive Traffic
Impact Analysis,dated 08/20/2020.Penninger Circle Improvements shall be AS Noted
.E O 6800 Solectron tst Submittal 6803 Saharan Development of a 57.25 Acre she(Zoned RE-1(CD),RE-Review b Progress constructed in phases as identified in the phasing limits on Sheet C5.0
Drive(RZ#2018- (2022 Bulb Phase LDC-2020.03172 Drive Sbe 2),including parking lot Improvements and Me (Plans Dared
Circle-Curb and Gvrcer,8'Morning Not Completed(Anticipated
1/ Strip,6'Sidewalk Completion November 2021) See sheet C9.4 for TIS Diagrams,see CDOT Transportation Improvement Chart this
013) I*) improvements Inmallmbn of srormwmer management(coupes. 12/23/2020) sheet for details an roadway improvement phasing.
JOB NO.
Know what's below. Development of 6.13 Acres connected to 6800 2019-1335
6800 Solearon 6800 Solearon Solectron Drive property(PID#047.331-05,047-331- IBM Drive-SouMbound Right Turn Lane' \ �{sCA/7(]yyv J N C A(f0 r xi
2nd Submittal Future(Amklpotad Future Improvemenn +\t v `x\ t
Call before you dig. Calve 2022 Full Build,,) SubmMal 1oeuar Drive Site 04).Currently Zoned INeeersi,Rezoned to RE-I with (permits Mrklpmed Mallard Creek Rood-Noe.Isa,d Right Turn Not Completed GRAPHIC SCALE .`c) ''/tivv' `�.�1e ( 0^/4q,
Y 9• .F. • EVANS 'y 9 y O ESS%
(RZ#2020-097 Phase 2 2021) Improvements Phase RZ#2020.097.Improvements Include drive extension 05/2021) Lane,Access fo she with one ingress lane and Completion May 2022) 0 100 200 400 f y Q q
WoeTd Ci�soG«A One-Call Center,Inc. -In Program) 2 a Mallare Creek Drive,IBM Right Turn Lana,parking one egress lane(left-In/right-In/right out) MECHWART - :Q l t1
HAMBLE(ON& i SEAL
'O/ 7sa = _
1 lot Improvements and erosion control measures. _R T SHEET
Call 1-800-632-4949 before you dig: Its the law! • %TILTON,INC. :�_ 045/RA-o3-,
REF,Solectron Drive Traffic Impaa Analysis(Doted OB/20/2020) ▪ k No.F-1016;ti n 06:52-043
*Per Approved TIE,Phase 1 improvements(IBM Drive)shell be required once Building Occupancy exceeds 100,000 SF 1 inch=200 feet �;.1"••• ef, 5` 4 d'". HElilg-% /'�,' C1.0
• By law,everyone MUST contact the North Carolina One-Call Center,1-800-632-4949,at least 48 hours but **Par Approved TIS,Phase 2(Full Build)improvements shall be required once Building Occupancy exceeds 215,000 SF � q 0.F p � 9Aiy"',71:Q��`�
no more than 10 working days(excluding weekends and legal holidays)before beginning ANY digging project. nun rrrrnunimllo°

GENERAL NOTES 30. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT 1. CONSULT ON SITE GEOTECHNICAL ENGINEER FOR ANY SUB SURFACE EXPLORATION INFORMATION. 3. CONCRETE PAVING:
1. IN PERFORMING THE WORK,UNDER THIS CONTRACT,THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS, CONTACT CDOT AT
ALL FEDERAL,STATE,AND LOCAL STATUTES,ORDINANCES AND DIRECTIVES WITH RESPECT TO THE ELIMINATION OF 704-336-3888. CONSTRUCTION LAYOUT/STAKING 3.1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
EXCESSIVE NOISE AND POLLUTION OF AIR AND WATER DUE TO CONSTRUCTION EQUIPMENT AND OTHER
OPERATIONS.ATTENTION SHALL BE GIVEN TO REDUCE THE NOISE OF HEAVY CONSTRUCTION EQUIPMENT AND TO 31. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET 3.2. WHEN PLACING CONCRETE AGAINST EXISTING SURFACES,A STRAIGHT EDGE SHALL BE USED TO PREVENT
THE CONTROL OF DUST,SMOKE AND FUMES FROM CONSTRUCTOR EQUIPMENT AND OTHER OPERATIONS ON THE IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE 1. ALL CONSTRUCTION LAYOUT SERVICES FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR. "HUMPING"AT THAT LOCATION.
WORK SITE,AND THE DIRT AND NOISE CREATED BY HEAVY TRUCK OPERATION AREAS AND ADJACENT EXISTING TO THE EXTENT FEASIBLE.THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND 3.3. CONSTRUCTOR JOINTS SHALL BE CONSTRUCTED WITH AN APPROPRIATELY SIZED EXPANSION GAP TO PREVENT
PAVED AREAS.THESE AREAS SHALL BE KEPT FREE FROM DEBRIS AT ALL TIMES.THE DISCHARGE OF OILY, REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL. 2. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,PROPERTY CORNERS,TREE SAVE AREAS, CONCRETE STRESS AND SEALED WITH AN APPROVED SEALANT.SEE DETAILS ON SHEET C9.0.
GREASY OR CHEMICAL WASTES INTO WATERWAYS AND TRIBUTARY SEWER WILL NOT BE PERMITTED. REFERENCE POINTS,STAKES,AND OTHER SURVEY REFERENCE MONUMENTS OR MARKERS.IN THE EVENT THAT THE
2. THE REQUIREMENTS OF CHARLOTTE,NORTH CAROLINA TOGETHER WITH THE FOLLOWING SPECIFICATIONS INCLUDING 32. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF THE SIDEWALK OR TRAVEL LANE FOR LESS THAN REFERENCE MONUMENTS OR MARKERS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RESPONSIBLE 4 ASPHALT PAVING
ALL SUPPLEMENTS THERETO,IN FORCE ON THE DATE OF CONTRACT,SHALL GOVERN ALL MATERIAL AND 30 DAYS REQUIRES A R/W USE PERMIT.TRAFFIC CONTROL PLANS FOR ANY SIDEWALK OR TRAVEL LANE CLOSURES FOR RESTORATION.RESETTING OF MARKERS SHALL BE PERFORMED BY A PROFESSIONAL SURVEYORR REGISTERED IN
WORKMANSHIP INVOLVED IN THE IMPROVEMENTS SHOWN ON THESE PLANS EXCEPT AS SUCH SPECIFICATIONS ARE / NORTH CAROLINA.
MUST BE SUBMITTED PART THE R/W USE PERMIT REQUEST.TRAFFIC CONTROL PLANS MUST BE IN 4.1 ALL ASPHALT SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS.
MODIFIED BY THE CONSTRUCTOR DETAILS SET FORTH ON THE PLANS,NOTES,OR CONTRACT DOCUMENTS. ACCORDANCE WITH CDOT'S WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH)AND MUST BE REVIEWED AND Z REFERENCED SPECIFICATIONS CONSIDERED PART OF THIS PLAN: APPROVED. CONTRACTOR SHALL CONTACT COOT AT LEAST 5 BUSINESS DAYS IN ADVANCE OF BEGINNING OF WORK STORMWATER 4.2 CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH AN APPROPRIATELY SIZED EXPANSION GAP TO PREVENT O
AT(704) 432-1562. CONCRETE STRESS AND SEALED WITH AN APPROVED SEALANT.SEE DETAIL SHEET C9.0.
-CITY OF CHARLOTTE STANDARD DETAILS AND SPECIFICATIONS(LATEST EDITION) 1. THE FLOW IN ALL SEWERS, DRAINS AND WATERCOURSES ENCOUNTERED SHALL BE MAINTAINED BY THE CONTRACTOR
AT HIS OWN EXPENSE AND/OR IN THE EVENT THAT SUCH WATERCOURSES AND DRAINS ARE DISTURBED OR {�W
-CLT WATER(CMUD-CHARLOTTE MECKLENBURG UTILITIES DEPARTMENT) 33. RIGHT-OF-WAY CLOSURES LONGER THAN 30 DAYS REQUIRE A R/W LEASE AGREEMENT WHICH WILL INCLUDE THE AS-BUILT DRAWINGS
DESTROYED DURING THE EXECUTION OF HIS/HER WORK THEY SHALL BE RESTORED BY THE CONTRACTOR AT HIS C4
SUBMITTAL OF A TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH A LEASE AGREEMENT OWN EXPENSE TO A CONDITION SATISFACTORY TO THE OWNER.
-CHARLOTTE-MECKLENBURG COUNTY EROSION AND SEDIMENTATION CONTROL ORDINANCE(LATEST EDITION) MAY BE DIFFERENT FROM THE ONE REQUIRED DURING THE LAND DEVELOPMENT PLAN REVIEW AND ARE SUBJECT
TO REVISIONS.THE REVISED TRAFFIC CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT 1. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A FINAL SET OF AS-BUILT DRAWINGS.THESE PLANS SHALL
-CHARLOTTE-MECKLENBURG COUNTY STORM WATER MANAGEMENT ORDINANCE(LATEST EDITION) PROCESS FOR APPROVAL PRIOR TO START OF R/W CLOSURES. CONTRACTOR SHALL CONTACT COOT AT(704) DEMOLITION INCLUDE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS AS WELL AS INFORMATION ON ALL EXISTING R
336-8348. UTILITIES/FEATURES ENCOUNTERED DURING THE WORK. O
-NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT)STANDARD SPECIFICATIONS(LATEST EDITION) 1. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL STRUCTURES, FENCE, PIPE, UTILITIES, PAVEMENT, ETC.WITHIN '''
34. CONSTRUCTOR STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. THE PROJECT LIMITS WHICH HAVE BEEN IDENTIFIED FOR DEMOLITION ON THE PLANS. CONTRACTOR SHALL CONFIRM 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING SUBMITTAL OF THE REQUIRED DOCUMENTS LISTED a
-CITY OF CHARLOTTE DEPARTMENT OF TRANSPORTATION(COOT)STANDARD SPECIFICATIONS(LATEST EDITION) CONTRACTOR SHALL CONTACT COOT AT(704) 336-8348. DEMOLITION AND REMOVAL OF ALL ITEMS WITH THE OWNER AND/OR OWNER'S REPRESENTATIVE PRIOR TO ON THE COVER SHEET NEED PRIOR TO RELEASE OF C.O.
COMMENCEMENT OF WORK. A
OTHER FEDERAL STATE AND LOCAL REGULATIONS AND REQUIREMENTS ARE TO BE INCORPORATED IN THE EXISTING CONDITIONS PROJECT COMPLETION AND ACCEPTANCE
CONSTRUCTION; WHEN IN CONFLICT WITH THE PLANS AND SPECIFICATIONS,THE MOST RESTRICTIVE REQUIREMENT 2. UNLESS OTHERWISE NOTED,ALL MATERIALS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND pA.
SHALL GOVERN. SHALL BE DISPOSED OF OFF-SITE.THIS MATERIAL SHALL BE HAULED,AT THE CONTRACTOR'S EXPENSE,OFF THE
1. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS BASED UPON A FIELD SURVEY PERFORMED BY EMH&T MARCH, OWNER'S PROPERTY IN COMPLIANCE WILL ALL FEDERAL,STATE,AND LOCAL STATUES, RULES AND REGULATIONS. 1. THE PROJECT SHALL NOT BE CONSIDERED COMPLETE UNTIL THE OWNER AND/OR OWNER'S REPRESENTATIVE HAS
3. THE OWNER REQUIRES THAT ALL CONTRACTORS BE QUALIFIED FOR THE WORK THEY ARE PERFORMING.IT IS 2020,SUPPLEMENTAL GIS DATA HAS BEEN USED BEYOND THE NOTED FIELD RUN TOPO LIMITS. CONTRACTOR TO APPROVED THE WORK WITHIN THE SCOPE OF THE CONTRACT DOCUMENTS AND THE SPECIFICATIONS OF THIS PLAN. A
PRESUMED THAT CONTRACTORS PERFORMING WORK ARE EXPERIENCED AND KNOWLEDGEABLE ABOUT THE WORK VERIFY EXISTING TOPOGRAPHY,ANY DISCREPANCIES SHOULD BE NOTED ANY BROUGHT TO THE ATTENTION OF THE A
(INCLUDING GOVERNMENTAL REGULATIONS),AND THAT QUALITY PRODUCTS,APPROPRIATE FOR THE APPLICATION, OWNER/OWNERS REPRESENTATIVE. 3. NO OPEN BURNING WILL BE PERMITTED. AA
WILL BE USED AND THAT ALL WORK WILL BE INSTALLED IN A PROFESSIONAL WORKMANLIKE MANNER.THE PLANS 2, CONTRACTOR TO HAVE A UTILITY LOCATING SERVICE LOCATE ALL UTILITIES PRIOR TO COMMENCING LAND 2. THE CONTRACTOR SHALL SUBMIT WRITTEN CERTIFICATION THAT THE PROJECT,OR DESIGNATED PORTION OF THE
SHOW LOCATIONS,RELATIONSHIPS,MAGNITUDE AND GENERAL SPECIFICATIONS OF THE WORK REQUIRED.IT IS THE DISTURBING ACTIVITIES. 4. THE CONTRACTOR SHALL PROGRESS THE DEMOLITION IN AN ORDERLY FASHION AND THE DISPOSAL WORK SHALL PROJECT,IS SUBSTANTIALLY COMPLETE,AND REQUEST IN WRITING A FINAL INSPECTION.THE OWNER OR OWNER'S
CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL COMPONENTS INSTALLED FUNCTION PROPERLY AND THAT 3. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHY,UTILITIES,AND SITE CONDITIONS PRIOR TO BID.ANY COINCIDE WITH THE DEMOLITION IN ORDER THAT THE WASTE MATERIALS SHALL NOT ACCUMULATE AND CAUSE AND REPRESENTATIVE WILL MAKE AN INSPECTION WITHIN 10 CALENDAR DAYS OF RECEIPT OF REQUEST.WHEN THE
ALL HARDWARE,FITTINGS,CABLING,CONNECTIONS,SUPPLY LINES,ETC.ARE SUPPLIED AND PROPERLY FITTED, DISCREPANCIES SHOULD BE NOTED AND BROUGHT TO THE ATTENTION OF THE OWNER/OWNER REPRESENTATIVE. UNSAFE CONDITION. OWNER OR OWNER'S REPRESENTATIVE DETERMINES THAT THE WORK IS SUBSTANTIALLY COMPLETE,A LIST OF
WHETHER DETAILED ON THE PLANS OR NOT.THE CONTRACTOR SHALL ASSURE THAT ALL COMPONENTS AND WORK DEFICIENCIES WILL BE PREPARED THAT MUST BE CORRECTED BEFORE FINAL ACCEPTANCE AND ISSUANCE OF A
ARE INSTALLED,COMPLETE IN PLACE,AND OPERATIONAL TO THE SATISFACTION OF THE OWNER AND OWNER'S 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DISPOSAL FEES. LETTER OF ACCEPTANCE IS MADE.IF THE OWNER OR OWNER'S REPRESENTATIVE DETERMINES THAT THE WORK IS
REPRESENTATIVE. GEOMETRIC CONTROL NOT SUBSTANTIALLY COMPLETE,THE CONTRACTOR WILL IMMEDIATELY BE NOTIFIED IN WRITING.RESUBMIT
EROSION AND SEDIMENT CONTROL CERTIFICATION AND REQUEST A NEW FINAL INSPECTION AFTER COMPLETING THE WORK LISTED BY THE OWNER. Z
4. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, 1 THE SURVEY DATA WAS BASED ON THE NAD 83(2011)STATE PLANE COORDINATE SYSTEM AND ELEVATIONS ARE AFTER ALL DEFICIENCIES HAVE BEEN CORRECTED,A LETTER OF ACCEPTANCE WILL BE ISSUED. -
STATE AND LOCAL SAFETY REQUIREMENTS,TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE REFERENCED TO THE NAVD 88 DATUM.
PROTECTOR OF PERSONS(INCLUDING EMPLOYEES)AND PROPERTY.IT IS THE SOLE RESPONSIBILITY OF THE 1. EROSION AND SEDIMENT CONTROL MEASURES ARE REQUIRED AS PART OF THE PROJECT. CHARLOTTE DEPARTMENT OF TRANSPORTATION W
CONTRACTOR AND SUB-CONTRACTOR TO INITIATE,MAINTAIN,AND SUPERVISE SAFETY REQUIREMENTS. 1-
PRECAUTIONS,AND PROGRAMS IN CONNECTION WITH THE WORK. SITE ACCESS & MAINTENANCE OF EXISTING ROADWAYS 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING NECESSARY AND ADEQUATE MEASURES FOR N
PROPER CONTROL OF EROSION AND SEDIMENT RUNOFF FROM THE SITE ALONG WITH PROPER MAINTENANCE AND 1. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
5. THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION OF ITS WORK WITH EXPERIENCED PERSONNEL.EACH 1 THE CONTRACTOR MUST SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE AND THE APPROPRIATE LOCAL INSPECTION IN COMPLIANCE WITH THE NORTH CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SAFETY OF ITS CONSTRUCTION OPERATIONS. AGENCIES A PLAN THAT SHOWS THE PROPOSED HAUL ROUTES FOR THE PROPOSED WORK,AND OBTAIN ANY ASSOCIATED WITH CONSTRUCTION ACTIVITIES. OF TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT COOT AT W
[phone] NECESSARY APPROVALS OR PERMITS FROM THE LOCAL ENTITY WITH JURISDICTION OVER THE ROADS PROPOSED TO .
6. THE CONTRACTOR WILL BE EXPECTED TO PHASE CONSTRUCTION IN A WELL-PLANNED AND ORGANIZED MANNER TO BE USED.AT ALL TIMES THE CONTRACTOR SHALL RESPECT POSTED LOAD LIMITS AND SPEED LIMITS OF ALL 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE SEDIMENTATION AND EROSION CONTROL FEATURES ON CC
AVOID ANY ADVERSE IMPACT TO OTHER SITE CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL COORDINATE PHASING PUBLIC ROADWAYS. THIS PROJECT.ANY SEDIMENT OR DEBRIS THAT HAS REDUCED THE EFFICIENCY OF A CONTROL SHALL BE
WITH THE OWNER TO ENSURE MINIMAL IMPACTS TO DAILY OPERATIONS OF EXISTING FACILITIES. REMOVED IMMEDIATELY.SHOULD A STRUCTURE OR FEATURE BECOME DAMAGED,THE CONTRACTOR SHALL REPAIR 2. ANY WORK WITHIN THE CITY'S R/W THAT REQUIRES CLOSURE OF A SIDEWALK OR TRAVEL LANE MUST BE 0
GENERAL UTILITIES OR REPLACE IT AT NO COST TO THE OWNER. APPROVED BY COOT AND WILL REQUIRE A R/W USE PERMIT OR R/W LEASE DEPENDING UPON THE PROPOSED =
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION AND FOR DURATION OF CLOSURE. THESE APPROVALS ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED
ALL PERMIT APPLICATION FEES,EXCEPT FOR THOSE PERMITS BEING OBTAINED BY THE OWNER.COSTS FOR ALL 4. ALL"STD"NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. WITH COOT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT COOT AT(704)432-1562 AT LEAST 5 18
INSURANCE AND LICENSES REQUIRED SHALL BE BORN BY THE CONTRACTOR. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK,EXCEPT THOSE NOTED AS BUSINESS DAYS PRIOR TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS. CONTRACTOR SHALL CONTACT
OWNER PROVIDED PERMITS INCLUDE: OWNER PROVIDED. COOT AT(704)336-8348 AS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY EFFORT SHALL
5. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
-CITY OF CHARLOTTE LAND DEVELOPMENT PERMIT 2. THE CONTRACTOR SHALL CAUSE NOTICE TO BE GIVEN TO NORTH CAROLINA ONE CALL CENTER(811).3-WORKING
DAYS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION BY CALLING 811,OR 1-800-632-4949. 3-WORKING 6. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION 3. THE DEVELOPER SHALL CONTACT THE DEPARTMENT OF TRANSPORTATION (GUS JORDI, 704-336-7086)
-CITY OF CHARLOTTE LAND DISTURBANCE/EROSION CONTROL PLAN PERMIT DAYS NOTICE SHALL ALSO BE GIVEN TO OWNERS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WHO ARE CONTROL ORDINANCE AND IS SUBJECT TO A FINE. TO IDENTIFYVE ANY SHALL
WITH TRAFFICCHARLOTTE LELIDEPIAR EQUIPMENT. NS- 90 DAYS WILL O I, 704- 6
NOT MEMBERS OF A REGISTERED UNDERGROUND PROTECTION SERVICE. TO
-NCDEQ CERTIFICATE OF COVERAGE UNDER THE NCG01 PERMIT COORDINATE RELOCATION. DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY
3. ALL EXISTING UTILITIES SHALL REMAIN IN CONTINUOUS OPERATION DURING THE EXECUTION OF THE WORK.THESE 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE REPAIR COST CAUSED BY THE CONTRACTOR/DEVELOPER.
8. THE CONTRACTOR SHALL FURNISH AND MAINTAIN SANITARY CONVENIENCE FACILITIES FOR THE WORKERS AND UTILITIES MAY INCLUDE,BUT ARE NOT LIMITED TO WATER,SEWER,COMMUNICATIONS,POWER,AND GAS LINES. THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
INSPECTORS FOR THE DURATION OF THE WORK.COST SHALL BE INCIDENTAL TO THE PRICE BID FOR THE PROJECT '4
CONTRACTOR SHALL CONTACT THE OWNERS OF ALL UTILITIES PRIOR TO THE START OF THE WORK SO THAT THE 4. DEVELOPER TO CONTACT COOT(ALFRED OYOYO: 704-336-3939 DURING SITE PLAN PREPARATION TO DISCUSS Z
IMPROVEMENTS. )
OWNERS MAY LOCATE AND STAKE THEIR UTILITIES.THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S STREET LIGHTING REQUIREMENTS, IF ANY,FOR THIS PROJECT. COORDINATE WITH DUKE ENERGY AND COOT AS .a
9. THE CONTRACTOR SHALL SWEEP AND WASH DOWN ALL HAUL ROUTES OVER CITY/STATE/COUNTY ROADS TO/FROM REPRESENTATIVE,IN WRITING,3 DAYS PRIOR TO UTILITY OWNER LOCATING THE UTILITY. 8. ALL PERIMETER DIKES,SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION. O
THE CONSTRUCTION AREA,IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY PERMITS REQUIRED FOR VERTICAL(3:1)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
THE WORK.THE CONTRACTOR SHALL PROVIDE WHATEVER MEANS NECESSARY TO ALLEVIATE OR PREVENT DUST 4. ALL UTILITIES TO BE ABANDONED SHALL BE APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. 5. PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION - FOR UTILITY COORDINATION RELATED TO BOTH U
NUISANCE AT ALL TIMES.A SWEEPER SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY TO KEEP ABANDONING.ALL ABANDONED PIPE OR CONDUIT ARE TO BE SEALED WITH A GROUT PLUG,MINIMUM 1 FOOT EXISTING UTILITY RELOCATION NEEDS AND PROPOSED NEW UTILITY INSTALLATIONS. PLEASE CONTACT RALPH TRUITT, I
STREETS CLEAN.THE COST OF THIS ITEM IS INCIDENTAL TO THE PROJECT. THICK.THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. 9. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER COOT ROW UTILITY COORDINATOR AT 704-336-4248 or [e-mail]. E" Z
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING Q r l 0
10. ALL MAINTENANCE OF TRAFFIC REQUIRED SHALL CONFORM TO NCDOT/COOT STANDARDS AND SHALL BE 5. ALL EXCAVATOR NEAR EXISTING CABLES OR OTHER EXISTING UTILITY LINES SHALL BE PERFORMED BY HAND.ANY ACTIVITY. 6. CONSTRUCTION STAGING WITHIN CITY R/W LASTING MORE THAN 30 DAYS REQUIRES A R/W LEASE AGREEMENT. Z F
COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE.THE COST OF THIS ITEM IS INCIDENTAL TO THE CABLE OR OTHER EXISTING UTILITY LINE THAT IS DAMAGED DURING THE PERFORMANCE OF THIS CONTRACT SHALL k.r F n
PROJECT. BE REPAIRED IMMEDIATELY,UNDER THE UTILITY OWNER'S DIRECTION AND AT THE CONTRACTOR'S EXPENSE.DURING 10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE CONTRACTOR SHALL CONTACT COOT AT(704)366-2562. O -,,t
THE PERIOD OF TIME THAT THE ABOVE TYPES OF CABLES OR UTILITIES ARE OUT OF SERVICE,DUE TO THE A W LJ^
CITY ENGINEERING DEPARTMENT.
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS,ELEVATIONS AND CONDITIONS CONTRACTOR'S OPERATIONS,ALL CONTRACT WORK SHALL BE SUSPENDED UNLESS OTHERWISE DIRECTED BY THE
a EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. OWNER OR OWNER'S REPRESENTATIVE.THE CONTRACTOR WILL NOT BE ALLOWED TO MAKE CLAIMS FOR EXTRA F'
COSTS OR TIME EXTENSIONS DUE TO SUCH STOPPAGES OF WORK. 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE A
y 12. THE CONTRACTOR IS REQUIRED TO VISIT THE SITE AND FULLY INFORM THEMSELVES CONCERNING ALL CONDITIONS TERRACING[CLDSM#30.16] T,V Hj 0Q
_ AFFECTING THE SCOPE OF THE WORK.FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THEM FROM ANY 6. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP AND CONSTRUCTION DRAWINGS,CERTIFIED BY A a A 4-, 01
RESPONSIBILITY IN THE PERFORMANCE OF THIS WORK.THE CONTRACTOR SHALL INSPECT THE SITE OF THE O
STRUCTURAL ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,TO THE OWNER OR OWNER'S 12. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY 0.1
PROJECT AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS,TRAFFIC,OR OTHER ITEMS THAT AFFECT 4 Q
THE CONTRACT AND THE DETAILED REQUIREMENTS OF CONSTRUCTION. REPRESENTATIVE WHICH CLEARLY AND ACCURATELY DEPICT THE METHODS AND MEANS BY WHICH THE APPROVED. 41 0
CONTRACTOR INTENDS TO PROTECT,SHORE,SUPPORT,BRACE,ETC.,EXISTING UTILITIES WHEN THE WORK AFFECTS A 'Z
A CABLE,SEWER OR OTHER UTILITY WITHIN THE CONTRACT LIMIT LINES.THIS PROCESS IS ALSO APPLICABLE FOR F O
13. ALL CATCH BASINS,MANHOLES,POLLUTION CONTROL BASINS,AND SIMILAR STRUCTURES NEWLY CONSTRUCTED, 13. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT
• ADJUSTED OR RECONSTRUCTED UNDER THE CONTRACT SHALL BE CLEANED OF ANY ACCUMULATION OF SILT, THE INSTALLATION OF NEW SEWERS AND UTILITIES WITHIN THE CONTRACT LIMIT LINES THAT REQUIRE SHORING AND PRE-CONSTRUCTION MEETING. C.“,..)W.r,
DEBRIS OR ANY FOREIGN MATTER OF ANY KIND AND SHALL BE FREE OF SUCH ACCUMULATION AT THE TIME OF BRACING. a W4
FINAL INSPECTION.CONTRACTOR SHALL ENSURE DOWNSTREAM OUTLETS ARE CLEAR OF DEBRIS TO THE EXTENT IT ABBREVIATIONS HP HIGH POINT R RADIUS L.E.
MAY CAUSE A BACKUP ON THE PROPOSED SYSTEM.THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE 7. EXISTING CONDITIONS WERE TAKEN FROM AVAILABLE GROUND AND/OR AERIAL SURVEYS,MAPPING AND RECORDS CLEARING AND GRUBBING HPS HIGH PRESSURE SODIUM RD. ROAD O V1 a H
CONTRACT. DRAWINGS.INFORMATION SHOWN CONCERNING FEATURES AND UTILITIES IS NOT GUARANTEED,ALL INCLUSIVE OR HVAC HEATING,VENTILATION AND RCP REINFORCED CONCRETE PIPE a,Z 0
O CDCORRECT.THE CONTRACTOR SHALL VERIFY THE FEATURES PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHALL BE AC ACRE AIR CONDITIONING O 4
14. LOCATION OF CONSTRUCTION STAGING AREA IS TO BE COORDINATED WITH THE OWNER OR OWNER'S 1. ONCE GRADING PERMIT IS ISSUED, PRIOR TO PROCEEDING WITH CONSTRUCTION,ALL PAVEMENTS,VEGETATION, ROOT ADA AMERICANS W DISABILITIES 7 C•)
MAINTAINED IN SERVICE AT ALL TIMES,UNLESS NOTED OTHERWISE ON THE PLANS. THE LOCATION,MATERIAL AND / HW HEADWALL
SYSTEMS,TOPSOIL,AND OTHER DELETERIOUS NON SOIL MATERIALS SHOULD BE STRIPPED FROM PROPOSED ATG ADJUST TO GRADE CA n
REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION. ON THEOPL OF EXISTING AS AN AND OBSTRUCTIONS ARE BASEDMU UPONBE AVAILABLESRECORDS AND ARE SHOWN HWY HIGHWAY S SOUTHA O
ON PLANS STRICTLY AS AN AID TO THE CONTRACTOR,BUT MUST NOT BE CONSTRUED AS BEING ACCURATE, CONSTRUCTION AREAS AND DISPOSED OF OFFSITE BY CONTRACTOR. AVE AVENUE SAN. SANITARY SEWER U 0
• 15. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT WORK AREAS FROM A SINGLE LOCATION. THIS LOCATION CORRECT OR COMPLETE.ALL STRUCTURES ABOVE OR BELOW GROUND THAT ARE ENCOUNTERED DURING SE SOUTHEAST ,
SHALL BE AGREED TO BY THE OWNER,OWNER'S REPRESENTATIVE AND THE CONTRACTOR. CONSTRUCTION SHALL BE PROPERLY SUPPORTED AND MAINTAINED. THE CONTRACTOR SHALL MAKE ALL 2. CLEAN TOPSOIL MAY BE STOCKPILED ONSITE AND SUBSEQUENTLY RE-USED IN LANDSCAPED AREAS IF IT BC BACK OF CURB INV. INVERT SERV. SERVICE E.V 01C A
ARRANGEMENTS WITH THE OWNER OR OWNER'S REPRESENTATIVE FOR THE PROTECTION,RELOCATION, CONFORMS TO TOPSOIL REQUIREMENTS IDENTIFIED IN THE LANDSCAPING PLAN. DEBRIS-LADEN MATERIALS SHOULD BFP BACKFLOW PREVENTER IWS. IRRIGATION WATER SERVICE SF SQUARE FOOT E.
16. ANY MODIFICATION TO THE WORK SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE RECONSTRUCTION OR ADJUSTMENT OF SUCH STRUCTURES AS REQUIRED IN FIELD.IF DAMAGED DURING BE EXCAVATED,TRANSPORTED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPROPRIATE SOLID WASTE BLVD. BOULEVARD SSMH SANITARY SEWER O
OWNER OR OWNER'S REPRESENTATIVE AND ANY NECESSARY PERMITTING AGENCIES. CONSTRUCTION,THE CONTRACTOR SHALL MAKE REPAIRS OR PAY FOR REPAIRS TO THE STRUCTURE TO THE RULES AND REGULATIONS. BM BENCH MARK MANHOLE aq'
SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE AND AT THE EXPENSE OF THE CONTRACTOR. B-B BACK TO BACK JB JUNCTION BOX ST. STREET d
3 17. THE CONTRACTOR SHALL SUBMIT DETAILED PRODUCT AND INSTALLATION DATA FOR ALL CONTRACTOR FURNISHED 3. ALL EXISTING UTILITY LOCATIONS SHOULD BE REVIEWED TO ASSESS THEIR IMPACT ON THE PROPOSED CONDITION STM. STORM SEWER TTTTinii
MATERIALS.DATA MUST BE SUFFICIENT FOR THE OWNER OR OWNER'S REPRESENTATIVE TO DETERMINE IF THE 8. IF DURING EXCAVATION,THE CONTRACTOR DISCOVERS A FIELD TILE ABOVE THE INVERT OF THE PROPOSED AND RELOCATED/GROUTED IN-PLACE AS APPROPRIATE. CB STORM SEWER CATCH BASIN SW SOUTHWEST "'C.)CI STORM SEWER CURB INLET LBS. POUNDS SWCB SINGLE WIDTH CATCH
a MATERIALS COMPLY WITH THE PROJECTS PLANS AND SPECIFICATION.WRITTEN APPROVAL BY THE OWNER OR FACILITY,THE CONTRACTOR SHALL RECORD ITS LOCATION AND COORDINATE WITH THE OWNERS.IF THE FIELD TILE CIPP CURED IN PLACE PIPE0
OWNER'S REPRESENTATIVE MUST BE RECEIVED BY THE CONTRACTOR PRIOR TO ORDERING OR FURNISHING IS BELOW THE INVERT OF THE PROPOSED FACILITY,THE CONTRACTOR SHALL RECORD ITS LOCATOR,REPAIR ANY 4. IF WEAK ZONES ARE PRESENT IN THESE AREAS,THE MATERIALS CONTAINED IN THESE ZONES SHOULD BE CLT CHARLOTTE LDF LIGHT DUTY BASIN
DAMAGE TO THE TILE AND BACKFILL THE TILE ACROSS THE FULL WIDTH OF THE TRENCH WITH COMPACTED STABILIZED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. LF LINEAR FEET
CONTRACT OWNER SHALL NOT APPROVAL.OBLIGATED TO PAY FOR ANY PRODUCTS OR MATERIALS FURNISHED BY THE CMP CORRUGATEDLOT ECKLL PIPE LOD LIMITS OF DISTURBANCE TBA TO BE ABANDONED
CONTRACTOR WITHOUT WRITTEN COARSE AGGREGATE STONE. CMUD CHARLOTTE-MECKLENBURG U
`� UTILITIES DEPARTMENT TBR TO BE REMOVED
18. ALL ITEMS OF WORK CALLED OUT ON THE PLANS FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED 9. MOVING PUBLIC OR QUASI PUBLIC UTILITIES SHALL BE THE RESPONSIBILITY OF THE UTILITY OWNERS.THE DEWATERING COMM. COMMUNICATIONS TBRL TO BE RELOCATED
ME MATCH EXISTING TBRR TO BE REMOVED AND
SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST OF SAME SHALL BE INCLUDED IN THE VARIOUS CONTRACTOR IS TO NOTIFY THE UTILITY OWNER SUFFICIENTLY IN ADVANCE OF THE SCHEDULE FOR SUCH CONC. CONCRETE MH STORM SEWER MANHOLE REPLACED
o IMPROVEMENTS FOR THE PROJECT. REMOVALS AND RELOCATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREMIUM COSTS WHICH BECOME 1. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL DEWATERING OPERATIONS PER THE RECOMMENDATIONS SET CO/(C/O)CLEANOUT MIN. MINIMUM TBM TEMPORARY BENCH MARK
NECESSARY AS A RESULT OF THE CONTRACTOR'S FAILURE TO NOTIFY THE UTILITY OWNER.ALL OTHER UTILITIES FORTH IN THE GEOTECHNI CAL REPORT AND AS REQUIRED TO ACCOMPLISH THE PROPOSED CONSTRUCTION COND. CONDITON MUTCD MANUAL OF UNIFORM TRAFFIC TC TOP CURB j
a 19. IT IS THE INTENT OF THIS PROJECT TO KEEP INCONVENIENCE TO THE PROPERTY OWNERS TO A MINIMUM.ALL NOTED ON THE PLANS TO BE RELOCATED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OPERATIONS. C/L CENTERLINE CONTROL DEVICES TELE. TELEPHONE
` WORK IS TO CONTINUE ON A UNIFORM BASIS AND ON SCHEDULE,PARTICULARLY THE RESTORATION AND CLEAN TM TOP OF MIDIFIED HEIGHT
o UP OF DISTURBED AREAS. 10. ALL ITEMS PROPOSED FOR ABANDONMENT,RELOCATION OR DEMOLITION SHALL BE MARKED BY THE CONTRACTOR DCB DOUBLE CATCH BASIN CURB AND GUTTER F'o' �
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO PLACE AND MAINTAIN THE NECESSARY SEDIMENT CONTROL DEMO. DEMOLITION N NORTH TP TOP OF PAVEMENT d'g§?
E 20. ALL FENCES,SIGNS,DRAINAGE STRUCTURES,LANDSCAPING INCLUDING LAWN AREAS,ETC.REMOVED,DISTURBED FOR REVIEW BY THE OWNER OR OWNER'S REPRESENTATIVE.NO ITEM SHALL BE ABANDONED,RELOCATED OR MEASURES TO FILTER THE DEWATERING DISCHARGE.COST FOR THE ABOVE SHALL BE INCLUDED IN THE BID PRICE DI DROP INLET NCDEQ NORTH CAROLINA DEPARTMENT TRANS. TRANSFORMER g i E
OR DAMAGED DURING WORK UNDER THESE IMPROVEMENTS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY DEMOLISHED UNTIL APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE. FOR UTILITY INSTALLATIONS. DIP DUCTILE IRON PIPE OF ENVIRONMENTAL QUALITY TW TOP OF WALL `m o 6_
0 $THE CONTRACTOR UNLESS OTHERWISE SPECIFIED.PAYMENT FOR SAME SHALL BE INCLUDED IN THE VARIOUS DND DO NOT DISTURB NE NORTHEAST TYP. TYPICAL - o 1
IMPROVEMENT ITEMS FOR THE PROJECT. 11. THE OWNER OR OWNER'S REPRESENTATIVE WILL REVIEW THE SHOP DRAWINGS AND PROCEDURES IN ACCORDANCE DWS DOMESTIC WATER SERVICE NG NATURAL GAS
WITH THE PROVISIONS OF THE APPROPRIATE SECTION OF THE SPECIFICATIONS. EARTHWORK NPDES NATIONAL POLLUTANT p'oN
21. NON-RUBBER TIRE VEHICLES SHALL NOT BE MOVED ON PUBLIC STREETS.EXCEPTIONS MAY BE GRANTED BY THE E EAST DISCHARGE ELIMINATION UGD UNDER GROUND u
AUTHORITY HAVING JURISDICTION,CONTRACTOR SHALL PROVIDE WRITTEN PERMISSION FROM THE AUTHORITY TO ELEC. ELECTRIC SYSTEM USGS U.S. GEOLOGICAL SURVEY giiii
THE OWNER PRIOR TO MOVEMENT OF THE VEHICLES.ANY DAMAGE CAUSED BY SUCH MOVEMENT SHALL BE BORNE 12. THE CONTRACTOR SHALL NOT START ANY WORK WHICH MAY AFFECT EXISTING WATER,SEWER,COMMUNICATIONS, 1 ALL EXCAVATION,EMBANKMENT,SITE PREPARATION AND EARTHWORK CONSTRUCTION FOR THE PROJECT SHALL BE ELEV. ELEVATION N.T.S. NOT TO SCALE
SOLELY BY THE CONTRACTOR. POWER,GAS,OR OTHER UTILITY CABLES,PIPELINES OR SEWERS UNTIL THE OWNER OR OWNER'S REPRESENTATIVE
HAS REVIEWED AND APPROVED THE SHOP DRAWINGS AND PROCEDURES FOR PROTECTION OF THE UTILITY. DONE SO IN ACCORDANCE WITH THE ON SITE GEOTECHNI CAL ENGINEER AND UNDER THE OBSERVATION OF A EQ. EQUAL NW NORTHWEST VCP VITRIFIED CLAY PIPE Eillig..
v REGISTERED SOILS ENGINEER. EQC ENVIRONMENTAL QUALITYy22. ALL ROAD IMPROVEMENTS AT AM DRIVE&PFNNINGFR CIRCLE ARE TO BE COORDINATED WITH THE CITY OF CONTROL W WEST p- 1
JO CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. 13. IN THE EVENT OF THE CONTRACTOR ENCOUNTERING EXISTING SUBSURFACE DRAINAGE SYSTEMS THAT WERE NOT ESMT EASEMENT OCRM OCEAN &COASTAL RESOURCE WEP WASTE EJECTOR PUMP b gA
SHOWN ON PLANS,THE CONTRACTOR SHALL MAINTAIN AND PRESERVE THE SUBSURFACE DRAINAGE SYSTEMS OR 2. THE CONTRACTOR SHALL RETURN ALL GRADES TO ORIGINAL CONDITION,MATCHING UNDISTURBED AREAS,SO AS
a TO MAINTAIN ORIGINAL DRAINAGE.COST OF THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR THE VARIOUS EX. EXISTING MANAGEMENT WIN WINDOW
.8 23. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05(9"SIGNS ONLY) CONNECT THE SYSTEMS TO THE NEAREST DRAINAGE SYSTEMS AS DIRECTED BY THE OWNER OR OWNER'S IMPROVEMENT ITEMS. OCS OUTLET CONTROL STRUCTURE WM WATER MAIN
REPRESENTATIVE. FDC FIRE DEPARTMENT OHW OVERHEAD UTILITY WIRES WS WATER SERVICE Belt,
3. DRAINAGE DITCHES,WATERCOURSES,AND CROSS-SECTIONS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE CONNECTION OVHD. OVERHEAD WV WATER VALVE
o 24. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS 14. THE CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION PROVIDE AND MAINTAIN AMPLE MEANS AND FES FLARED END SECTION OWS OIL WATER SEPARATOR March 18,2021
z WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. DEVICES FOR THE TEMPORARY DIVERSION OF FLOW IN EXISTING SEWERS,DITCHES,AND DRAINS AND THE PROMPT RESTORED TO THE GRADE THAT EXISTED BEFORE CONSTRUCTION. FFE FINISH FLOOR ELEVATION
REMOVAL AND PROPER DISPOSAL OF ALL WATER OR SEWAGE ENTERING THE TRENCHES OR OTHER PARTS OF THE FG FINISHED GRADE
• 25. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5%SLOPE ON THE CURB. WORK,AND SHALL KEEP SAID EXCAVATIONS AS DRY AS PRACTICABLE UNTIL THE STRUCTURES TO BE BUILT 4. ANY TOPSOIL OR EXCESS FILL MATERIAL SHALL BE STOCKPILED IN AN AREA APPROVED BY THE OWNER OR FH FIRE HYDRANT PED PEDESTAL
THEREIN ARE COMPLETED.THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. OWNER'S REPRESENTATIVE. STOCKPILES AREA(S)SHALL RECEIVE SEDIMENT AND EROSION CONTROL MEASURES FT. FOOT OR FEET PROP. PROPOSED
SUITABLE TO IT'S SIZE AND LOCATION. FWS FIRE WATER SERVICE PSI POUNDS PER SQUARE INCH SCALE
us
26. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND F-F FACE TO FACE PVC POLYVINYL CHLORIDE PIPE
15. IN LOCATIONS WHERE THE EXISTING DRAINAGE FACILITIES ARE TO REMAIN AND ARE DISTURBED OR DAMAGED
• SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS,TIMBER,JUNK AND OTHER PVMT. PAVEMENT
DURING CONSTRUCTION BY THE CONTRACTOR,IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO RESTORE AND 5. SUITABLE AND/OR NON-SUITABLE FILL MATERIALS SHALL BE QUALIFIED BY A GEOTECHNICAL ENGINEER. None
'E• ACCUMULATORS. GM GAS MAIN PVT. PRIVATE
REPLACE THE DAMAGED FACILITIES AT THEIR EXPENSE TO THE SATISFACTION OF THE OWNER OR OWNER'S GW GUY WIRE
REPRESENTATIVE.THE SEWER FLOW MUST BE MAINTAINED AT ALL TIMES. 6. MATERIAL RECOMMENDATIONS MUST BE RELAYED TO THE OWNER OR OWNER'S REPRESENTATIVE BY THE
al 27. PRIOR TO CO,SURVEYOR SEALED AS-BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS CONTRACTOR. H2O WATER
MUST BE PROVIDED. INSPECTIONS DUTY
A111tN0.
i HOPE HIGH DENSITY POLYETHYLENE
28. PER SECTION 18-175(E)OF CITY CODE AND SECTION 10.0 OF THE CITY'S POST CONSTRUCTION CONTROLS 1. INSPECTIONS ON THIS PROJECT WILL BE PROVIDED BY REPRESENTATIVES OF THE CITY OF PAVEMENT/BUILDING 11�AR r' A 1 2019-1335
ADMINISTRATIVE MANUAL,ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS CHARLOTTE/MECKLENBURG COUNTY,COOT,AND NCDOT AND ANY OTHER AUTHORITY HAVING JURISDICTION AND `�'�N, ,•o0�'' ``��,„,,,,,7,,,,,„
'lH R,,1ii
(PCCES) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY :*�. '"' /2� §.,,4:!.. •'•••••••'�7.(-''i�
SHALL BE COORDINATED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. LE)'?:*"..
EVANS~ '9': •.Z?`DENSE/pN.•:q
1. BUILDING FOOTPRINT SHALL NOT BE CONSIDERED FINAL.CONTRACTOR TO COORDINATE WITH ARCHITECT FOR {JMECHWART = jRQ ql•i '
29. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS.ALLOW 7 DAYS LATEST BUILDING FOOTPRINT PRIOR TO STARTING. =
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL INSPECTIONS AND FOR HAMBLETON& i = SEAL
PROCESSING FOR PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION -^�' •. _ - j i = SHEET
(704-336-4025)OR VISIT MAINTAINING REQUIRED INSPECTION LOGS. �: TILTON,INC. ;z= �3b�7-03-F9
2. CONTRACTOR IS RESPONSIBLE TO SAWCUT ASPHALT/CONCRETE AT ALL REMOVAL AREAS TO PROVIDE A CLEAN �1. No.F-1016 j'QI• p5:53-01600` Cl.!
• HTTP://WWW.CHARMECK.ORG/DEPARTMENTS/TRANSPORTATION/STREET+MAINTENANCE/HOME.HTML ti�
SUBSURFACE EXPLORATION EDGE TO ABUT NEW CONCRETE 4: c; 4)",. R•'Pk\o
'.;FOF11P,7 of„00,6IM11E<1',,„

"1-- ",,,.-- =�'�—iy`°"1'' EXISTING CONDITION NOTES and other items from damage Contractor shall be responsible for 18.Utility removal, abandonment, and/or intonation shall not disrupt LEGEND
>y_----'i—, repair and/or payment of any damaged items that are to remain. the normal operations of existing buildings. EXISTING
'IA _ i� 1. See sheet C1.1 for additional notes. 10.Limits of Disturbance on the plan indicate the extent of all major 19.Utility olocations shown are based on site conditions at the time
- -,- =61Fj Y
-- _��,-;;%� 2,�/` l� 2. Existing Topographic Information shown is based upon a field clearing required,con lector is also responsible for any incidental of survey. — — Right of way
1Inst_ ��' ,' performed byEMH&T March, 2020, Ilea Tin panties in gra y y removal ———— Property Line
survey per orme supp emental GIS data 9 required for m nor discre de, utllit 20.Contractor shall coordinate unlit r oval and relocations with all
i __"_•i=/" 9
allations e ontrol m etc.At no sta e durin ivate unlit companies.
--___, - _� '___-=== 'y -- _.„/' Controctor usedto verifya Existing nTopography R' ps beyotnd field ru onstructlon shouildn clearing extendr beyond p rmitted 9imits. 21.The contractor s cifically cautioned that the location and/or
Parcel\� --- '_/'„ ^ n a ea 11 make a effort to save additional trees Par one
P
��..-�� - O _.,...--:ITT-
' - topographic information.Any discrepancies should be noted and n .Contractor shall m very a elevation of public utilities ro shown on these plans are and
the
Existing Building Setback
1 `,'-- -- _ w�� - brought to the attention of the owner(s)representative. wherever possible.a markings the North Carolina One-Call Center(811)and the n�\ `asp^,", ,, brow represen a 9s per — — Easement
\�\ /j/ V _- �'-' 3. Contractor is to perform a site walk prior to bid to verify existing 12.See Erosion Control Sheets for tree protection locations, notescontractor shall be responsible for locating and protecting existing
^'\ ��/j" _- /'y�.�y:� I' F', conditions.
and details. tnises. The contractor shall all lama to existing utilities 000 Contours
-' �'Ni l;%< repair damage g
11 ,-/ reportany e and/ordiscrepancies 13.Within the subject property,the intent is to have a clean, clear that occurs duringconstruction at n additional cost to the
\''„ \Gy� ��,� �%•J'�' /// / ; 4. Controctor shall encroachments immediately
a d removed In order to — — — — — u'
Y
•1f,9 ,,iy/�"` this demolitionplan immedw yto the Engineer for
RpAD° ore y excavation m request Pavement
generated on la tel En in site,free of all existing items noted to be r owner. The contractor must call all the appropriate utility Building
•
clarifications. e permit the construction of the new project. companies at least 48 hours be Pa
' '�,9" :'%-':- � - 5. No demolition shall o to construction meeting. 14.Contractor is responsible to barricade the site a necessary to act field location of utilities. - Curb
\ 11
0.,S5 ,.h - r prior a pre cop ar ex an
r.>�'�j./� Demolition prior to a construction meeting and grading permit prevent unauthorized entry and provide safety measures per local, 22,Protect all utilities to remain.Contractor shall maintain service for ;L
�.aSl LAY
net
_ -,, / I /• - rave Drive
_ ! immediate state nand federal regulations. all utilities throughout the aduration of construction. G Dr'e
will be subject to im diate civil penalties. 9
'\ -- -i - -GS �'- _.f" 6. Controctor shall coordinate obtaining all n demolition er 15.The contractor is responsible to provide a separate demolition and 23.Disconnect and cap all utilities to be abandoned. Fill all utilities h
` • 'ri!/ I - a necessary construction schedule detailln coordination of existing utility
Limits of Field Run Topo
.� ,-- ---�_�_ I permits from the City of Charlotte and Mecklenburg County as 9 c 9 Y to be abandoned greater than 6 inches in diameter with Plowable
- \"�`s ✓___•!/ A g/ 10/ y�j^b 'h - s to be maintained and any utility service interruptions to fill material.Contractor may remove utilities to be abandoned in ► ► ► Ditch W�
''�� -"'�' ` / • 7 -!'��6`%� is >'�m OWWn n >xn nn�n )x' 7. Alle work to ed o omplished in strict accordance with all Local.y.
adjacent properties. lieu of abandonment. -- —�—�v
/ / a 10 s own y
-- i,'?U- O/ �jj G,/Gr 'I_ /; ;' �n..5 State and Federolcordinances. noted as to be removed - not only the 2Sit B dor
- �.� �""'- non above ground elements, but all underground elements a well, of them m density shall
standardfi lied to 9e t, a Handrail
- !x 8. Any work prior
be completed within Public ROW shall ra properly s trenchesaximu y proctor
�'� // /' 'H.'"� ;--_____�, B' •• n� permitted prior to beginning work. Maintenance of traffic in 6 including, but not necessary limited to: foundations, gravel tills, 4 unless site repr directed by the Geotechnical Engineering report X X Fence
' -- $i / �- • ' ' O - onformance to all applicable laws and t shall be tree roots, old pipes,etc. - representative. p
i' ir "- J '- aPP ica regulations ions or on
II
-site
1�525. al — — — StormSewer
site
All demolition
h 7 de o ton Items shall be removed and disposed of off site
,
� / �yl ----___ BS, -- •";'` '�� � n`._ __ established prior to beginning work. em Protect survey control during construction. Provide additional STM Sto F
O 6800'SOC@CT OWNER,L.P. ,vim: -- 9. Controctor to protect adjacent curbs,trees, buildings, utilities unless approved by the on-site Geotechnical Engineer as fill control as necessary to perform construction operation.�" / 19N( ) pro ec o jocen material. —SAN— — Sanitary Sewer a
non' ,, r — —WM— — Water Line
j �'�--- D.B.34020 CL,D) `I;
/� -787'9�,.%-----�\ -""���G: IN T(�D),Sg>8e ' """-- !xnn'� '.'•�.; J6. AUTUN•BAR OW DER L� CURVE TABLE 5— Filter Service
w �/ 0' \ �_, 7"�!� ;�.�'u JJJ _ (1 B,%27814,, P.@'843 - OHW Overhead Wires ire Water ice a
tF" ,1`b ,%• M J� ZONING. R-1,2MFGD CURVE DELTA RADIUS ARC CH. BEARING CH. DIST.
tt ', �" "> Communications Line
. »s= - c tom -a
��/� /C 3 !� '�o o --- C7 34'26'OS" 924.94' 555.89' S24'34'S4"E 547.56' — —GM— — Gas Line
i 1p 3.086 AC. (DEED] ____-_- ____ _
__ 10 884. 154. 551 154. E
N. a D.B. 34020,F.-880 •7g0 �;)�i), '01'56" 93' 95' '41'31"E 75' n Tree L'
Syr --_ (}NING: INST(CD „r';Nil'' C3 40'41'30" 646.20' 458.93' S77'03'16"E 449.35' Coniferous&Deciduous Tree
l
,. ` g _" __ C4 145s49 786.20 204.87 5895607E 204.29
-", \ -- \' _"i T8- .-" - __�wp Mai Limits f Disturbance
move :5a.ana+i:.swv..a.•-�a•a r.....�wvr' 3"Srr.•..�,.o.�.�'sa+.. ;,;,
'; aW, -mom e• • ,'� Ti'rr-m r,} TIT;i �Yr 333-r tr- fi li1E,I TITII 7'1 ,'';i y ""-_-____ -__-_"- C5 79'41.16" 62.51' 86.94' N57'28'08"E 80.10'
• 7• �;'�7;;1yn';;;��' Pavement Removal
: � �.�SY •:6� Setboa pA rh�H ;40'Sep ; !I, —
` s ��t x,_=1• 1, B ug ffer noe) `4, ',ey,l � 1 'I ' lei I i I I;II✓-�1 I d I I f ,,n"' - C6 3458 4 756.20 461. S00 454.42 Building Removal _
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C7 60 32 21 990 00 1046 04 N84 13 s3 W 998 O6
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•,L% Class B Buffer � Y
RODRIGO ROBIN -- -�.tyyr 0 56.2�- r fH 7 I
'. A I Si �I I-- a I s or s6.z5•w"8 face) i 1 a Berm Removal W
p.�..352s,P. �s _..- _.--- ""__- 'iw�--,-.,-,,--A.,.., - h a ,
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mits of Disturbancel�OII f —
' ,. ' ' "_- --__ ^ ; � � �y+_ 1 d�:-L_l- _ ��.'., ' j :�'�,,n; '`�;' '-.`__ LINE TABLE � � Gravel Removal
�
- -- LINE BEARING DISTANCE
- " ----�'�^\- .�l '_ '`.` �J +p}_i'#:�- fir -i, f I': , ��t �W,,,,,, \' — —
• � � -'�" - Sidewalk Removal
_ "- . L1 N83 51 17 E 651 51
-' ! JJ \ %�%' Y(al I•I I'I I I':I�I ICI II ICI I�I I:I I I'I I fa ••'�1,�• ',�� S�d k R
EA G CE
aa -- -J' - 1i I' In II Fof'• './i -- L2.. _'"__ • VD-5I,' i t - S71 40 OS E 86.75
; ; of Field Run Topa�.-'� � � W
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_ • p- %'9r2 +H :+' 'F'�'`r," � ° ''�"';•�'` � -'- (ExistingNon-ConformingUse
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--'' .- ,,, ,RDeD1NG5, tic___--- s ;HRH \, os•zo"w 409.44' V,\.
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\ • - _ ',': :, �', ` '1 I' �'`:�F;:: `\ SHEET
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� ,{ � +';T LS N01'32'44"W 886.33'
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- -' r>� ,1'Il�;ia ; If?ilCllh ,Iltill`Clll 1 ____. 74 ___ 6800 80LECTRON ,- �• • � I;�': •; .�',. '.:,:v
•fc OWNER, L.P. �����; � ���1s��'��'�'' \ HEFT C2.1 SHEET C2.3
` ' '' - L70 N29 23 21 W 602.31
' o� ---- _ ,{� I II rs'" �`\4 s _ '-" SHEET%l{ ��� '�773 I I111111',I II' III II',III'���'' :..
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--_ _____",',' 767 -- A m i _ S ` .h ., 1 _; =:£,: L12 N12'11'20"E 41.41' O
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! „,n '-., ;. � a`E Limits of D�slurba once '
o ,; ., .,,�.`_ ____ ____ _____-- AIJDREW C11 TEN.HI•IRD. ,_ \ -- � _, __
jj •N ____, . � 7b6____ \., Nam 776 _- 66 •1. 41 n '`b � � oy � • 2186 AC - .. L73 N77'48'40"W 38.75' Zi
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__ __,_.__ _____::____":--_D_@= 32334, P:,4'97',, ••, .__ J6S_..__ �� \ T"- ( iF•�. L14 N13'28'02"E 61.96' '�" I.y
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______ F --- ., - ( S cR \ "'. - - L75 N65'55'OS"E 465.00' O I.
�d '. _: _� �� _I �_: I � -,-4 Sib z I�
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a � -" 0- ____ .. . 63 ♦ � � " -65 0 � ( �. -',j5 _ ._s. -- __-' �.;•�''�` � _ � Sole W O
G' 62 1`, d Run Topo ___ ';,1� • ''> .:434k,:75 , tf gym- AUTUM PARK . `:;,' yti"_- _ ` ,�'., L77 N65 s508E 20.00 / W'Z.Limits of Field •
SI g CI
--- - v ' cA _--n '--- �: n.`'.^'-'�.' _ ��' D.B. 27814.P::9 >.,.',,,,,;,',
- •.''p, - - 2 L78 N49'13'11"E 41.76' d+C
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( ,), li Class B Buffer T . . ,;,1 - _ -4/
Ex. Drive in Class B Landscape J U
a DB. 22127. P:'98 '� -- 'i , � I', ,� r � � ��., '' •' " P
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.,,•„ " - .T _. D.B. 33951. E 412 PP* - - 'II -_
4 -:3 I - I � � ndisturbed Buffer I � W
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__ . . SCALE
___-; ,. „ \ _ sE=: r_,, - •; .,_. B. NfIC P. 156 0 5a l00 200
Y .. ,. .... I r Cam Q __ 12g,` . '?�..- 'f`,'�� / _o , , "- ,_"fir;:a,_ :�_ __- 1�A .� - ZONNG: R 4
�s-
_;"'' - - . __ , i. ._-" `-E'--t--°--_'-"_- "_"__"_,. - -- __ gJ;';-**> ti is o
�� __ ter. 'F?",,,; 'SC. \ s _ _' ______- .===a=-=== __ .:,. "_ � _ _ _ ^� 4� _
S -
'I f Field To 0
_, 100 Post Construction 1 � � � - f' -_ 1NTERNATfONAi"BUSINF�SS, - n �'` •:: ..� - l inch-1001cct
�. r._______-►- - .. ..35 Water Qualit ' -- - - � 'a���,
p ,
___ ._ Undisturbed Buffer . _ ,. , _, ..- _ ,, , , ;- ..., .._ - .-MAT•, NES'=CORPIlRI3J '. _ � �� �
- __ - __- ter,,, S.W.I.M. Buffer ,,, .. ._.-_-___;'-__' ,,,,,,,., .._ `. `-. ......, _ 'k__n _ .r.. _ ____
I �_ i ,, ;�'.' ,-'__- 3T,.'�i'J,�a'A.:.�DEBP�= ---- _.-.•r` oo '- �__ c: ``\,.•,`.', ,\ rn
o � - - _ - � i ______ JOB NO.
� ii ';i'9:;'323z '71 ;�o�- ��a �°sx°�2�0r�oa �;,•;;.;r',` .�'
m •
\ ` "=a/ t.;.-, _ ,;7,b NING:R-4 ;,� -'N,' — ✓', -;A,
�',,l ./ - Fo - 2019-1335
r ► 7o zs - _ - '_. ---_--- uCAR'rrr..,, v ICAw'o��..,,
_— - 2D<> 7p7 / \ • INTERNATIONAL BUSiNESs ?�?� EVANS ^+.S `���+pFCSS%p�;.,;�.y'��,
INTERNATIONAL: ESS � .- MECHWART '99 a ! _
i 725 ` -- MACHINES,CORPORATIOIJ-- `�
o _-___ _-_" - •� - ,0 1 MAOHINES CORPP IQ HAMBLEION& iZ_ SEAL
• _ 25 238 AG (DEED) / -f 1 7.'. TILTON INC ,••a • 049DPJ-03 fa SHEET
� \ ____ / _ 21;j B.i F_1 ~- 06:53-04.
n \ } / - RP.:f :77 - PS Y>. - _ D.13. NING - T: No 016
C20
FOF P• �HYM.
u rnnna,`",oxx•`.

0---- 777----------- - LEGEND
EXISTING
— - - — Right of way
—- -— Property Line
Parcel Line
Existing Building Setback
- — — — - Easement
000, Contours
- — - Building
iw ri \''''' '') / ; I--' / I'
Ex. Fence (typ) .-
, , , ,
; ; I ",' ,,'
,"" (I ,'` •1 Pavement
- Curb
•••41 .' 111'\ 6N00 SOLECTR0'N-OWNER,L.P. - 0 --- -- P!
,4 _115 -- .. ..
39 AC
• • • Soils Boundary
"11" , 6860;;;LNE3,CN4TG0R""3"601 EN"sOTp(WcN8:9,5E,/L.P./11 I / "
Ex. Building (typ),_,' 0'
(Etx,i40,)_",-1-ectric(DN1,22t
I- ..
Ex./0;erhead(itz3--7ILi / ° ,,\ ,
, :;63..60,,,6364010.,(DEED)880
...- I' - ---
.-• , , .
,,
, ,
• (DND) Ex.Tree Line(typ)
(DND) --,,:
iolko ti;""4"D/Frpe(typ) 2,0N:N :"0"INST(C.D) /"0"1,1", ".".....„,"..... cfy....„, vc. ,, 7 7 T 7•Trl• 7..,7,.. ,,,,,,,,i_ :, ,:f_T, ,--.E: 7,.._7 47.7_77, 7.... r.,,, ._..: ,...._ ,
,.0 ------ .- ..- _ .... .. .- „
------------ ---- --__- _- - _ _ . ., , - Gravel Drive
—••—• • — Limits of Field Run Topo
--2--2--.--e-
o o o o
—X Guardrail
Handrail
X— Fence
L4;DA,
c4
ilisit.L...*..-......
g787- -x- rr
- --
, ;' i -,--,-- -'r ----
i --
---r -
-°'''' ..,--- ,'
,\,,, ,-
,• 0a2' ' i ,, ; , ,", ' Ex.Tree Line(typ)
/ ,
.-
...._"..."_..., ...„......2.../.'"'-'"__ ‘-------;\\
__ "...., ,:i1D°
_
R-__ __\ ,
, 4.7
-4--,_
Ex.Tree Line (typ) "---
(DND) ,•'1 -k, -k 71-'- 1 , ,r- kR-4CL42ithad-4÷•-H4 -1L 17/-1-ER=1 2-
I
(DND) , ;
* ! , ! ; Class B Buffer :
f ,
, r ,r
irrirrri r
E
I=
E
f2- Mail Box
Generator
HVAC Unit
Light Pole
STM— — Storm Sew,
0, Grated Storm Manhole
P.'
.....„,....____785- .0:.9._..„0"::::, ,, --,-,:7, - At,,-• -"j,. #1104,'jIlb`' ,,,r/ ,,, ------;--1 ''..e,tef`Li
__,---1. Or .,,t
Lx-- ,
f.-' '1.1 _g" 01 cl, _gi/
, 3 N , ,:' ',.: N - P r,, n it `'i° I ".1 0 Storm Manhole
40 Flared End Section
....."__ _,1 RVI#• .....7..... „,-------,..„, _,.... '-- 'Ilikit (DM) C‘",,-.°.4 .r
Ex. Pavement NO •I'` i l',..
\4 Limits of Disturbance i — Sanitary Sewer
_____------- INS 1' 1 illi ,
, =21.86 AC. R) '••• AA • ,
....N •,.,' "‘‘,...--- Ex. Driveway Culvert and Endwalls
11 lior , $1".$1,I I1, 141• 1p. I I ' / I' I I ',I I I\I I l'•, r, IIIIIII , — —SAS— — Sanitary Service
Ex Overhead Wires -i `"1,`0, ---7-- \ (TBR) ,,,,,,....."
\ 4 0 Sanitary Manhole
-,
782 ---- ' - / - -' --->"---,--- It•-i'fr * , ,, ' 41 Z
....--------- 1 N -%•$. ' '''------
• - Ak----------- •••,' •
'''"\."• \.\ ,IIP",0...N.....:,,Jed„....,Ar...416- iv 1 )F
. _,
„-- -_,. _ ,•.- — —WM— — Water Line
4, - - ___. ---__ - ____-, -
,.....,....--- ' ..
0 .1pasigoit ____ _ _ws_ _ Water Service
,
, •..,,,,
.---
— —FWS— Fire Water Service
• 4.,.', „----- ,, -
, m Backflow Preventer
• ' , \\\\I ,14/rWr '•A. I I I I' 1 I \I I 1 1 1 I V II I 11 I 1' I
,,
(typ) --",, , ' 1105.1N(1)
,,,-"L- I \ It\ s'i:\ $ ,„„adle ID D) •,,,,."
,,,,, •,,: ,
0,,, 41110i i , , Ex. Electric Pull Box
ii , •'e Water Valve
Post Indicator Valve W
Ex. Limits of Povernent(tyn)..- ... ' - Will‘P IP
\ \ -,, --•
Ex. Utility Pole(typ) ''',, $
,
,
Water Meter 0
• ', ,‘ 'cf Fire Hydrant 0
•, fo, Fire Department Connection z
,, • \ - \
1
, OHW Overhead Wires 0'- i •/'- .-'`.I-- -- '--------- - - \ i''' \ * '''-\ * --- \ '---* '-, ,, • ‘,,
,
______,‘,A \ ,,\ ‘, \ iv_
' — —E— Underground Electric
‘,
' \ , " '4` ,,
„
, , Ex. Light Pole i' A Ex.Tree Line(typ) ' ,
Guy Wire
, Ex. Building (typ) , (DND)%-------
Ex. Overhead Wires :"A.. ---•7 __- -‘ 1113 '', Iv,,,•• 1(DND)s, , ,, , , • IEI Electric Manhole
(MN-Controctor illifia,„„,.._„. ,
‘,4,,, _ ------__, c8h.--4, 4114.*4N i 1 '
I H fl I p-,,,,r, I . 111 i' 1 1 0 Transformer
\k -lilt 4°' Ill I I tkit 11
-,‘: ,\$ 'Ex:Comm. Line _ .,10-51014____ X. ,,
,
.8.9,6,-t RHINO .---ReCn.:rd:AZZY,renret- '''..- ,
41,15'-'---01111174 4 +
. k 1 1 1 1 I\ 1 '11 1\ 1 '141 \I 1 1\1 1 0 Electric Meter
.,
' Ex. HVAC Unit -„, _ .
AC--(DtED) - crBR)- •., -r\lEx.IMoinitorin I 11)e'l , j 4' 1-I-+ir 0 Electric Pull Box
, . .. RE
— —C— — Communications Line 4
„ZONING: R-3----- ----- i ; .,..„0,48.--f-
. .
. • '-''''''700‘ Nvi3O‘ '' s,, , ,„ , , (mp) 1 1 ‘,1 1 1 N.,-,1 1 1
CI
''' I,J1 \iihi 'i-Ni !, f-A 1 1 Communications Manhole
•Ex. Electric Meter
""s' ..------ , * I 1.C.) 1 El Telephone Pedestal 0
Ex. Fence (typ) _ - 1---.. ..:::i or --_-, .-,.2, .,.2, ,,,„ -,,,,,, .,, it , 1
El Fiber Optics Pull Box
• 1-,‘\ (lip 'ii-, .,
--._ ____ 211 C.)
43
lki,, Ex. Building (typ) ‘‘,4 ...,:l. • • cn3R).--- ,,.., ,-„,4, •\• 'A '', 11-c c?, `°, — —GM— — Gas Main 0
4•4‘, ..-----'
, \-. ,,, s• ,.11 -.0, ( I i I I ;
I,/ 1 III I diA\ I I \I ' I ,I I r4 I 1 Gas Valve E2; a,
0A,NNRTc SHEET.:1,61114 I \I I ,FA I I Tree Line
Ex.Water Meter 8c'Service's', ‘‘•-\, \\"Is, '' 'tI3NDCr7 'if SS \ - -- -__________6800-SOLECTRON OWNER.„).-P.-` Z W ©
' (-411•) ''', '`,\ 'ila'' '--, --- \ '---,, + ,..` ---__ . __ _ 6.282 AC. (DEEDr . '-\‘''.4 ''''''', 1 •01 11-: ±11 41 l'1411$1-AllS°1°' 1 1-11 'll\ ' t 1--P-1-111 iHrlf---1:I '',1 0 0 Coniferous 8c Deciduous Tree 1.•4 .
...., •„
' \ \ ''- V-, •‘ -, ti;'•Dr"d:77\ _ -,-• D.B. 340Z1.,...-81 284 ,...-'
A \ • 2 4 F
.E.
\ __\_\ \ ', \ . .t.• -__ Ex.Gravel Drive -- -----, .
.----- .-•' ..----- :,,"` (
cii 0• 0 2• ' Extent o Pavement I Z ;`, , , -... --- N.., • • Limits of Disturba,.....nce"sEAL","544,4_04,7,....cr:s
0 ' C5sC)
, , , \\ \ \',,,, I'-‘,$...1;i11A,••, • „„•„_::: -- 2),, --„___ ::
,
LEGEND
, .....4,A 1,/' Ili I crrMarRking ernova"(typ)
I I 11 CI 0
, '--„„ .... _,..-- ,
.
__ A '\"C- III/ ' ' "1 1 I I 1 . I 1 I
DEMO 4
, .---•-'--------' --i „..„.. - ,,
__----' ii --- 44,4 fife \' i 1: '
Curb f5)0 g cr?
. rr - -t .r.,,,,,,4 ,..ict",.....,:ii
1.----" ---
,
,-- "• .,,,....--- ',-------"1 \ '1• \ •,,\; Vt* , * •1* -**--\'"•- ..--- ., . itio 1 1 1,1 1 1 1 1 11 l ', \\\\‘•8 \\\\\\\\\‘‘ Fence I*:0 CA
, ..
• , 1 ',,Ex. Culvert Xt, ' t - __ .- ___ .- L.)C.)W. Z
,------- - ,
' 1 ,•1 Iai `1` 1 i i i\
\\\ ‘‘R\--\--NOiR\--‘7\\\\‘‘ Communications Li, 2.•F"
--- --- ,
""""
----- ,
x \`-`, ‘,.. Ex.Telephone Pesdestai : -422_ ,
,
',
' •-c-,-----I:':-:- : : `\ \IV\ -0,\ -,(DND) ' -"--- Ex.Tree(typ) ' -„, i , \ ,,, /Ap-BR) ---r z
, A ,„ \ ,
Overhead Wires €•o• 0 P
. 111/1 .1A11
I, I; I \ssJss , Concrete Ditch 6 c-) rA 4
\ 'A, '•, '. '•, Ex. Slit Pole(tYP) -- ,
x ' ....-----.--- _„---- ---- ,.-769-- E lki 17 1 ' 1E1
. . . . _ .
„,, -, --(DND, . , ---77, __ ____ ______._.________ .„--- ,
,
. , ., .
•, .
. , ,,
(TDA) To Be Abandoned
-0 ..k ' •L0 4
me*,
Y i i**,/1 11/II HI iii i 1 i
- .„. , •, ,, , ._---- ,, - _ .
„ . .. • )-t- .
((BR) To Be Removed EI
,
li Vr\ • '-*$ -\\ ikig-i0\
'--- ,,_.
1
ANDREW COLTEN HNTRQ ‘, 'T.,
,S ,,
2540C (DEED) ,,, - 770' ' li Ex. Light Pole (TBRL) To Be Relocated 4
. -------- Vic\.1\ *S6\ ''\ t'''-- .---- ; (TBRR) To Be Removed& Replaced
- .- • •* LI X
-6 -' ZONING: R 3, \ ', --'8, ',
A • -- _.\\E, V''`2- -'---'- -- „ A.,,, /
(ATG) Adjust to Grade LA W
- . ------ '/I , 141
-•"-'1' 6''• 79litt.s., ‘'..., Yr. , 0
''' * -, ---769-
- -- ,„--------
,''' ,2277''5' Pavement Removal
-0 ------ __ ' ,-
R '--* ,-,;-'
../,, ...,,,k 'H-+ 4 H H1- 01
•, , , s, ,, el\ 1106 ./.1 1 [ _— — ] Building Removal
--,,, , • „
' ., —
, ,-- ----- ,
, • `, . '.
,
. -6,,:
li 01/ 1 , , y1
. -----_ .
. . Ata
''',,* -' .
• , ..,,\ ----„ * N 7
., fr ,,,,,,\,,
.
-.. Ex.Water Main
\ 11‘-, \'-* \ ---„* \
,---.', =ME• ••
_ ,
-W. 0, „, el. .tit dio i ..... r 411
------ \ , 1,\,
*---\ ----,--, ,
. ,
....; \.,t, ,A. 1 A 1 I 1 A 1 I
\,/ /1(tY 1P)(D IND)
5 T,'" ''•
_„.----- „
• - __,,
-----„,, \.., • \- - -166- ,.,,,,.----
6,5, et., I I I I "I I„ .. /
4 f
\- -• \ ___--- _.-----
_,,,,, , prOr --7 4 Oil' ---Limits of Field Run Topo \N \11114 \ ' \ Ex. Double Stm CB- „,„---- --„.._ _
O 5-
,....„--
. '-'•,,,- 1508 _ \ \\ *,
\ ,, 1 „,,,..._ 4tiRnivrn(cur751 41(sw) ' \ ',\• '`.• /j r Ar,JA—oplAr
,_ ,,, *;s:vie:eir Is"!:elle:,:c%271.71:11:tf.**4\%:E,\\x i s I icnAgi?osc°Bczoie°rd,:e:d,i wf,ei te°1 iroRI°:ne'esms:10°8'llada°1 D'i De°cei i 1-nd u.°1 Jut nT Ne oe I
, „,
. ,,..,-- ,
'--, , i •,, \II (DND) 'clf
--. Ex. Overhead Wires '1\ "‘ 11111 \ • --- -------- ---- . .....-- ,,,,,_"":" Ex. Fence(tyP) .%-4. •.'"
...
-IBM, , *4 7.t... SHEET liAg
/) / \\1 I\---'•- '''--(TBR; (t j .- ----- 764-- .----. .„„
\ - \ -- Ex.Strn CB(1)ND) Ex. Fire Hydrant -: • 11 C2.5
r
, Ex. Fire Water Service Rim:745.13 (DND) 1 1‘, 1• Ve f,.,..etilettit
‘,,it -ardiftsts ,,,' ,do . itzr air SHEET ICEY i'1.giC3
-6
' °' .410191Iti _'' ''*, • . °' .' X' \
7---2.7___ \ : 1:1 ; ,,,, 17 --,„ ..,._----'-__-.7.,- , --_N---,,,
Ex. Utility Pole(typ) 763_-----__ (EIN---------- __....„ ..,Inn2Inn7439".3733((sE)) ,, Ex.RT)ree",
• Sie014.-.1... ,
' Ex. Post Ir...;,'
. „- -(TBRLSee Sheet C5.1), :T-r-r-f---r-__: - / ‘ DATE
I '',,., --- w'_ -__„,---77-Ex. Utility Pole (typ)g9I----„.._ .---4, \-\-‘ , _ \ In./Out:739.73(W) •, `‘ iiak..41-1 ,4% , .--N T1.11 , ,
OA 4640041411, -AWN IN• . c','t':,r7t ---. ,
'tt;
.L5 ' 1110- ...'•7
L;agfir ;'--- - ''''" 1/1( • = iN doe 0, Ar -- -_
___ -r__z___, • C2.5 March 18,2021
.. .. ,. ,;,,__-_,'_-:.,-,,,,,,..,.._-„,, -,...._::--i...._:____.____________. .....R.20.__............ mt., . _ et, ..4, , . ___k*1• ,,,„0.8-ErR.L_Fisree:ostheeetr Sec5rv.ic4_____________.--r.... -__-_=-__-_- --.-.7„4.-„,;,--1:- \-, i / . '. • ‘‘. ---, ,.-f' • - • .
,.....,,,_0„, 1-------_--..--_--/_-_-_______ ---_.----__.______ to_04,#______,,, „,..._ -j- _______,,,,,,_______________________________„„„_0_,....01r:. _ __: „:00r2"0"4,„-,RiA,,,,g."..,k,_,, ,,,,,\.k.,,,g, mm'• A 1......-••••
, _.'-' ''' Y / / '' /• - 1j(i ' s .... - -,-..2-../-\-i_k _:-.-0,-,4L.AVR-J-f.. _
, '4TBR) I ''' •M''* ...: '''--'''', "'' ' /E "'isii\------------:--------.1.---------"--`N.:- _,-kV .2------------- --------2`50--"--------R„, ,,."------ .-.-• 15"RCP- ------- -------------- _-_."-- __-_---------- _w .
----(DND)---- -____. -it , 'r griv,I.,, 7-
, I i ift ,,.---;)y..::',''''''..,::.,. ..:40(DND)Rit:7T,44C"/---.1.-.----2:0-------•1:-:---_-.-r-,-,-.(--: z.-_-------------------:-:-.-, ------------_'. ' (DND). ,
---STM— '
STip"RCP(Mat 'I SM1 Ex Water Service
Tree (typ) ,' . ' S"rm— -'--------- 24"R- -
'N, 4,I':-.-,\•••'',••••,:•,:',.,Inv.Out:737.60(NE)x•I-40-_--_R--.R- '=_'.\??_--rt,--.t:RX-_-_-_----------------------b-i-.---,-_-',- ---- 2— — , Of
• (TBRL-See Sheet SHEET C2.3
(DND) 1'',..r.... to‘, _-. g\::::,.::".7.•,";ia...:.....;
p..11001;-:k,.::.-*77: :::y.,.- ,, :--g- --- ---_: ,r 0.2p- 1c5.1) Soleerek
Ex. Post Indicator ValveEx. Sidewalk
JOB NO.
‘'., .401 -771‘1 oxiD)ERS'70.15 CB Ex.Tr,Line 4y4
li
(DND) oND) .InvIn:740.65(E)
TONY A WOODWARD -' ,.... I 1 Tji . PA i .1•::::..ii. .: /11,7;/1,li i 2'1' Ex.Eire Water Service (typ) '``" 1 Ex. Fire Valves I nv.In:741.32(S) Ex. Light Pole(typ) ,----111111,11 ela74,1 II//, 2019-1335
1 -r-'' 011.01=‘:.1.:.'.:;8.::.. :: ; Ce.a5-1 (DND) I/ , /
: I II (DND)
Inv.0ut:740.48(W) (DND)
Ex. Building 0. -------- 4 e, k,s6...........&4
GRAPHIC SCALE o-....-• ..• - ,..,.,c tssio, ,
,111B.zOaC:RP.3"7 I I 1 --,,,ralk a:•.,..-4:-, : Class B Buffer
-1 --,"'"I:'':":f' A001. \:(75'or 56.25' with fence) ...-!"----1 1 Ex. Retaining Wall(DOD) Ex. Post Indicator Valve
ilIV:11 • .. , .. .. - MATCH LINE SEE SHEET C2.3 (DND) (TBR) 0 20 00 80 ....:i NT1,°LE.70:N:T_W,N:016\:::„.:...
,i, 11 M„'M • M ----r--E„. f -- --'„,- -- ,• m • , • m EmEmmommommommEEN = NE m m IN mi SHEET
-- -- +1,,,,af 7,- ' - r,(DND)Ex. tm CB:'''I lir.000111r ‘Ii, Ex. strn Strip Drain Ex.BLDG px*Ex. Stm CB
Rim:745.90
I.1,,ItiF % ' ' Rim:744.33•,','t _Z •-, ,-' &-`-‘• , `, 1 11 Rim:743.03
%,.'°„4.4e...`""------------------ '''PEV•I•q!!!--------------------e C2.1
,..', ',.. "--------- _,__ i 1 [. , ‘, Inv.In:737.27(N)I':•;i" ,„:__ ,, \-------.• 2,,a 1,3 1 \___j___ Inv.Out:739.41(S) FFE:747.0± Inv.Out:741.47(S)
Inv.In:741.48(W) 1 Inch=40 feet
1 1,',, .1 C,-,: , (•,,, ,7/:‘,1nv.Out:737.2,3,(S,,E,),,,,\::,:::,:f.:- .1_*441.P(DNO, ''./ -- 7, .-- -/ ' (DND) 4 ,„,,,,..-----,
, ,

KEYNOTES LEGEND
EXISTING
0 ,:c,ingtrrazdteor st:e rgeir.i,azg cpuirobn inlet rwel‘rthserd,roLinteygort:astra and adjust
— - - — Right of way
—- -— Property Line
0 eCztrzit,Ts-,t ttor,rgia,t,,a re c rebe ite,,td,rggratpei.tno for rnatrcehvIsperdopFc,,,7dEreuvrolhon
Parcel Line
Existing Building Setback
c2, striirri.,a,eesweerniin pthpsngloinatieonbesehnall,zokias rm ovs7„cleetti rift geyrror
- — — — - Easement
proposed storm sewer.
000. Contours
- — - Building
- Pavement
= Curb
,,,..
- Grovel Drive
_ 2
—••—• • — Limits of Field Run Topo
, , •, . . . ,' ,• --. ',.."- -
k k It Soils Boundary
-._
, • ,, ,
o o o o Handrail
1 • , • .i. ' --- ,-. _-----------------_-_
___________ ---111 /1111/ 11/11i11111111111111 ,111 ' 2 E
,, „ ., . ...
_±,,,_ •,. _,1_,_,,,—,_—,_ _,_. ,,--1-4-1--I r, i - ........, __ .. Mail Box..‘,.
i 40'Setback CI Generator ‘g
..11•11•66;,li 2 HVAC Unit g
i ' '
,- --„, ,
, , , 1 I , Ss Light Pole
, , , ,
,,
, ,-
, ,
1 1 I I 1 I /I 1 r' 1 i 1 I JO ,, i.d- ' ' Invin:744.42(N)
,/' -,......,
, •
,
. •‘ STM— — Storm Sewer— , , I
i Class B Buffer L ,
f Invin:746.20(SW) . . „
. . ,
, ,
‘ , . Grated Storm Manhole
=_-_ 4- -t:(75i,or,56 25 with,!once) --H_I-7,,,i- ; A, c: , Inv.Out:744.35(S)1 •11.-Ex.,20,StEn Easement ,' „
„
„ o Catch Basin
,
11111111111 1 Ex. Light Pole 1 11 I i 0_,5 .:''.4'.,
(pNoi 1 1 /11 ,, / .--IL . ' 4,;:----r64,;\ \ ,, ' . ; / ,,,--
,l
, Curb&Gutter Inlet .4
1110111111111111 -, I
, , 1 ,
, ,---i. 0 Sthrm Manhole
,,- ____
co r \r. - , r32 Flared End Section/ - ---------- '1 '', \
1`°
I
, lk
(TBR),, , I F.'', -w- • A 1/ -7'.1117 11 ,----'))'-'
„ ,
, , ,
„ ,
' i ', , ,
i , , ,
,
„ ,
, ,
„
• • •
11:
, i — —SAN— — Sanitary Sewer
— —SAS— — Sanitary Service
, I1111 I I I I 1 \I . ' LA i 1 EX. Sim „B(ATG)101 1 -.. i 1 H , .44 ''...."." '--- --- , , 0 Sanitary Manhole
I
1-I• I1,. . •\-Ex. Still. Pipe(DND) 1 i'
' ,
,
,
, .
— —FAS— Fire Water Service -
W
1-
-:--r---r—Lt --r - —ff 1- ----1—r„1-1- i,..1-1 - ‘,,>-. I '. o- 4., s ',, ,=',. ,,,,,,, -4 ',, •;
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nomnrtB
•, , , ,, ,.,
,,1 ________ ______„ .„_
,
, ,
„
,
.,
..,
„ „ ,
'4,, '',,,,. ",,
:ie. Backflow Preventer
1110.11%:
1111111II 'ra 11 li 1 1 y 1 1 ..-' • .c:,`,", I P ' 'F? ' ' " '
Water Valve
ip Ex. Pavement Stripe(typ) /I
:°o ns71n6dnigcatWoefir Valve •
(TBR) , :1
, , , , ,
. )'".. -------23„. CI
43f Water Meter
Fire Hydrant 0
N I 1 ti I 1 11 I 1 ',I I 1,I 1 1 11 I I N •1 I ' ,,
..„,,,, ,..„,, .
N1,1 1 1,, 1 1 11 I I \I 1 ',I I 1 \I 1 I\ 1. .._
' -,__ 'i' in, Fire Department Connection 1
-1 i, 1 1.., d-+ 1 '1'--1- '11[ 4-44- k-*.ti. I ?,
I
' . ---
, -4, ',,
"
'-„,, x „ „
--„, ',.., '4,, OHA
— —E— Overhead Wires 0
Underground Electric
1 '11 I 1 1, \ 1 1 1,, 1 111 I 1 1t1 I 1 '1 11 !' w
, /''' Utility Pole
, x, ',.,
1 Ex. Light Pole 1, '- ' ,, „,
1 Guy Wire
1 Ex. Curb(typ)
1 (DNG) .‘`,S, 1E1 Electric Manhole
1 ith.f Inv.In:751.28(2" /IX......:1.,V 6 t 1,t11, '. Ex. Stm Pipe(TBRR:With 24'RCP) '',:="-_-_-----, ----:: -!%;.-„....4s--- 2i'it::‘,s' ,, ,,
, 1 ,
,
, ; ' , Transformer
, , „ 0 Electric Meter
1 CO 1 11 1 .1 . ,
„
s, H Electric Pull Box
.
,
, ,
, ,: -- .,,,
— —c— — Communications Line 44
, • , , , , , , , , , . - , ' 4
1 1 1•1 1 I 111 11 1 I 11, 1 I 11 1 I , , .,,,,,,,, ., ,,, ,
,, Il Communications Manhole 1:41
1 1 rs.1 1 1 1 I 1,1 , I ,' „ ", ., , „ ,
,
, 0 Telephone Pedestal
E . , \I I I‘, I I 1\ I i_ I / , Ex.Stm ' ... „.., , ,
; I Et 1 / , Rm:758.31
, ,
,
, ,
, ,
1
I' , , s.....„....,, ,
i ,
, ,
. El Fiber Optics Pull Box Q
I S , , ,„ , , , , , , , , ,
,
, ,
,
' ,, — —Gm— — Gas Main •` ,X• ,' T4 a,
I I I I I IP7- \ I l'.EX. Light)Po1e 1 1
,
....xi Gas Valve ci 4
, „ ,„ „ • , ....
Tree Line Z W ©
11 1 1.14 ,1 1 I 1 I 11 I ' DND) 1 1 ' ' " ' '' '` ‘• '• ,-- "-- ----,,„,,,,
i-itilt-Th-Fi ' " '" •
' 1 ..„__ _ 0 Coniferous 8c Deciduous Tree
, x 2 4
"04 ,...._ , , „,„„ „ , i .. -
.‘.. .
, i z/zzz,zz-zz„ Tree Save Area =E 14 g
1 I , id f Ex. Strn CB(TBR),,, ‘. ,, ."1"-."•".•, \. , '., . „ , „..„ , ,,. „„ , ,, ,
0 0
2 ; : ' ., „„ , s, s • • Limits of Disturbance "c)
'-: 11/11. &11L . :::. , ,o (,] i t Ex. Paveme t Stripe(typ) , It I 1 i ,En1,171,17u5t94:51 13(N) '
(TBR) : . . , „ „.,s,,,', , , , '.
„ . „, . „
„ , „,„. ,. ,
'. , -, .... ,x,,x s,x', ,is - 13,3‘,ti.,, , ; g 0 4 w
w , ,
, ,, ,„,.„.: . , =
a., 1 i r,4 I\ I II 1 1 1 I I I I t,,I , /I . , „ „ „ „ , , ,„„
. , , ' , ,„„„,,„,
, , ' , .stt. •, ... LEGEND
DEMO
I H;j•N I\ 1 I\ I \ I I I \ I I \1 \ 1 ; ,'; ;;,, iNtet,;" 4\,... .44-.., $.7 ', un4to of Disturbonce„'..'../.000',0','2.,000)'0)::‘,0‘,‘,‘',,,
AllikStArx . .•.(TIBR V* .,,,,,,,_
Curb .0 g 023
1 1 z H \ 1 \ I 1\ I I _,4,
E1-4O4E—IcA
m _ _.1._ , , relsf14„,,,,, ...,...•.:\:...• -4_$ '',. \\\`• \\\\\\\\\`‘ Fence c,..)Cd W.
, IT I 1-4 I , ',I \ I I; I I I\ lia .
. L.)
,
Tree Line 12g [A ,=',
; 1 1 1 „: 1 11 ,1 ', 1 1 y 1'1, , ,
, ,
\\ „\\--‘÷.0.\-\-‘7\•„\\\ Communications Line
:1' 1 1 i tiid i ; _..-r 1,1 ,1 i 1 t i i 1 , .., 11 ,
,---'')1'
9-1
.- F-1 1 . , „
''' ,‘„ '' ''' '', ' '' ' ))),),::),);,),,,,32,,,,,,, _r:---- __
is i, X, 1 ', 1, ',...,, ,-- \=‘=,\\=‘=‘‘14:6\=‘=‘\'‘=s-\ Fire Water Service
Pavement , Ex.Curb(typ) {. ,'
' ' 011Wialit.'t ‘4:\'\'‘\\ i N 'Ex. Pavernent(tyip) i0°',°::::‘,''),:',),i.''20.''.,\,'i 0:1)•)\).)1 ,‘\\',,',I\,',,\,‘"„\:,‘"„ ,
,' Overhead Wires 5° 0
tripe(typ) 1 i 1 (TELI) ,
. '. '11 -.... - ,- , , , --. , , .' 0 ' ONG) 1
,
---' ‘, SjEjEx Concrete Ditch
E I/ 1 1 I „1 i I 1,, ImH,1 I
\ - __ . , Coniferous 8c Deciduous Tree
:* ®
,
(TBA) To Be Abandoned 4
-,-''-'
(TBR) To Be Removed EI
I Ex. Light Pole 1 ,
(TBRR) To Be Removed& Replaced U Xl
(typ)(124,10) i 1 1 I '
7 . ..,
..‘ ., .., .., .„ .... .,
E:1 ?--'), 1 I II 1 r-,) 1 I i 1 I H-—r ' . .„.. . '', '', is, : --....'",-..---...•- \`-.4' ', '', '‘, \ '',, ‘‘,.',.\\'‘,:‘,,',.''F'1,,i,L2',,,4.:',A6,.‘'i ,:',:'8':::‘,::',:,:,2,,:',.',, i ,, ..,._ ,, ,,,, •„, •.,, ,,„‘ -„..
, - 0
. .
1--- 11411 .A11/ 111 ' 1
' ' 2Z/1 5;77'i5' Pavement Removal C)
..., E — — — ] Building Removal
,
E.. Curb(typ)
Berm Removal
g g
- . =Nom \l'''••= ',1•••=c'••••,,,,,41=11 ,-; .
rit::,::31.+:::*3'i Gravel Removal cH A 1 1 1 ,r 1 1 1 ,1 1 1 1 ./1 1 1 1 ii 1 Rim:760.34
76•1!
Light Pole1 1 1 ) flnvv.01r,a70575546.17(2s(w2 ‘'`' ..,"..--InvIn:753.69(S2 me \•.-,,-'-(DND
1 g 5
' (TBR <5,.x.;„ ,. . . • ,. . ' 4, ; \'',\''S,'',''',"-:,‘:,‘,,"'--,1"-----11-'-,":"----:.".""", ' '''. ':.'''',•": •:‘,,,'I.,/ ,--'"""--------"-111."-, - -f;'"' "• S: 2,''•:'',",:* :'",',•:,"'-‘,"'`,\‘‘,‘""•,‘ s*See Sheet C2.0 for Existing Conditions and Demolition Notes -,_ Z•g,111
2 di:
)GTA( /Ex.Stm CB' -,2. 1 ..,'..„, if x 4,,,,kw ,\,x.,, -- , •-„or,''...,-...•X. 1lAs. : 1 ,40011/, -o „ , „ . _ , , ,,,„„„„ „ , „ „ x , .„A Inv.Outi756.31(NE) '%
4,,, • 0.4,2,0 4tIri
1 igi la fiN...8 / ,, 'Ex)Strn GB ,: 0kIiIA 6/6: .slIQEdkil,41 -7'7 Inv.Out:739.66(SE)
414*****411 -4- ',,e,Invin:740.33 NW ____ x„,,,__ 4....' .i ..•..• ' „ , , ,, ,,, ,, ., , „ ,, , ,„ ,
, , , „ . , , . , , , .x,•,`, , ,„ , , ', „ C2.5 El
O' ,' Rim:760.75 , 0/41Wit1110 A--. --'''''stte VV.' ' ( ) N 4 - • • .. ,- ' ' - - - '‘ - - - • ‘ ' ' , - s • • • -
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A rter"*Itieh t'Sit 4t, •-_,0 '-,„ --,„ M
SHEET ICEY 1 al 8
16
N.T.S.
•-
,, 'T Ex. Post Indicator Valve(typ) -L',Ex-----pm-.."‘‘........ ttt 7.4414*Tal KW re*4.,,'4,..•-- \ '' " - ' \s- ‘ DATE
'IA,',ONO.As...***O.4*.:4D,A, Ex. Retainin Wall Possible Ex.Strn '
g ). (TBRI'), / „ „. -1.,. 4.04,ti,..-2,..,404,4,..-•, (DND),, g ', ')-Junction Box(DNG)
Ex. Water Valve OA,/ ,
0,\5.5'„,,_,)rsic\5\ Aits4 A h iktiti 4.1610111.4.0/ , 5 IEET C2.1 S\E ETC 2.2
SHEET
C2.5 March 18,2021
X (TBRL) ,,, ., .,,,,,, ..,• -,A3... Siirss i.T..-,0.Ns- • - FAS —s, FAS , MR °' . . ' ' '''.5% •IBAVS 0. \ 1 \ -t...1-I.' - -764---±:,,----:Ex. Fire Hydrant--X,51' t ) : „,,,, ,_,___2,r.,T4r3 8Sitrip Drain ',51., '',, T
_ 4TBRL '
• ---','f,-', -- \\\\, 54!",'-'t , \ \,* -- / :.,-;;;;•
Inv.In:736.55(SE) , As°. ,
' .
'
, , , ' ,,St,, . ' . ,, ,,, ,,,,t t,' t t • 11......-••••
# SCALE
X /,, Ex.Stm MH(DND
)°1-
E S d lk OND)
, 0
''' 750 ----Ci t t t t ' 't t__i__crBR).____S5 A,-Invin.•741.95(E) . 1 Tx,,, _LI_ „2,.._-_,--„::_if z, ,.
g -0-774487 (TBRR)Ex. Stm CB t"00_55
:7
s • - - -/- -4-/, ,, i( , 1 •
'.x....*:‘10 Or '7! , ' ' • , , '' '' ' , ,.'1'.--11-------------------=',,----..:-",-----','','/ '', '', ', ,,
DND P WI
4 '-#.,Afo \,,, .
/ SHEET C2.3 SHEET C2A
:2 Ext 6.ter Ser'ce Inv Out:743.20(E) ,./.....-1a.„ ii-'8,,Rtp(1)146- 14:4)-,/-.,-)-----24"'RND"-Nrip,WI /"----2.,--1---:::::-.1±„.)---11--;N,J,Xsiit6L-c-pa,N----D) :, :?7,,..7-,---7„,..-= , ,,,, ,.,,,,,ri Rnvrn.0-7u4t473758.68(so,;.,...:‘‘... -, ,,,t lip( 8.4010, 41F '
',17., (T8RL-See Sheet '
Inv.In:743.23(S) , '1. .4.=m..=a-m nit to m-1' 1''''''''''''.0--/ -er -•- r-0- -'". ,..., ',( f"'ijirf*-"' . .,.„
Soleor
0"VAD.1) -7- dikvS d,'-4f 40
3 W/ -"14_,Y F , Ex.Generator(typ) Ex.Stm MH(DND) Ex. Underground Electric / JOB NO.
i m•-• 1 Ex. Comm. MH (typ) Inv.Out:740.47(S2
Inv.Out:740.47(SW) Ex. Berm (typ) ' , ' \ (GNI))Ex.Stm MH, ,T ..*: sii. :ix', :-.4.---estx ' , .M si • ' , , , , , . • , , - .__ -----_, - . „• , ,4 4I4\ Inv.In:740.92(W) (ATG) 4 i'1 ir ,
GRAPHIC SCALE
.../P S, ...t'..411.4,1i ESS/047.4f.,
Transformer(typ) Inv.Out:740.47(NW) i , ,'Inv.Out:730.00(E) x Ex"Ere' ,,,,,,)‘' , , V:
8 I) ,7 i....H NA M7BCLFHE T_Wi0A0NRIT 86 c)6:ft
17,11 Ex. Building ..
10.54:4,6 ' Inv.In:734 80(NW)Aill, s-'‘..
,P‘',",1,11111.• „,, 0 20 00
g (MR) /40.- ) 'I or
Se
SHEET
,* IN lAIMIC‘• ,Irnk ) 4' 'N,. ., ..„. ., „ , , , ‘,,•I , „ . „
14... immEmm . . . . . . . NEE • m' 7,72,1. TILTON,INC. IZZE , . 0471a.4 ....-=
P =TRACTS 1 AND 2 Ex.BLDG MATCH LINE SEE SHEET C2.4' --- —1,...,11, lot ,4 ......,... ....v. , ,. 74, _:.-., , Ex. Cotncrete Ditch (hyr,,I...,t,t t.,\.:I
- allPrAt .' -•' .' .•c7, , 04
WESTCORE CHARLOTTE, LLC FFE:747.0± ii; di
',,Z OF A.3.:"`ss' 6%,,,c0/6.--- -‘1'C'•'' ,"",",",,\',‘,4

KEYNOTES LEGEND
Storm sewer this location shall not be removed until new structures EXISTING
01 and piping have been installed. See sheet C5.3 for proposed storm - - - - Right of way
sewer. Property Line
Q2 Storm cover to be replaced with Drop Inlet and Adjusted to Grade. - - Parcel Line
Q3 Storm cover to be replaced with NH Lid and Adjusted to Grade. Existing Building Setback
Easement
000 Contours
- - - - - BuilAng
TONY A WOODWARD t ( �'- ^� ' Ex.Fire Water Service (typ)J', i- - 1 Ex. Fire Volves Inv In 741.32(S) Ex. Light Pole(typ)_i/ - Pavement
`5.62'AC. (I)E�D) ) I ;Oat � (DND) �/ �I (DND) Inv Out74048(W) (DND)J = - Curb
7L
,D B. 22127, P.5$7 ( ,! - �, Class B Buffer Ex. Building z
ZONING:R-3 I / I e J'� Ex. Retaining Wall(DND) Ex. Post Indicator DND (TER)
Gravel Drivep.
';(75'or s6.2s' with fence) MATCH LINE SEE SHEET C2.1 ( ) -••- Limits of Field Run Topo
- •• • . . . ,sBoundary sal
�'E. Dra,n - ��� Guardrail
t,, r f t• ' (DND)ERims7443)•,I•,i••I '-_Z 24 .A iI Rim 743.03 rip FFE 747 Qf Inv(DND
tInmln:741748(W) G d a
"' '-- __ + Inv In:737 27(N Inv.0ut:739.41(S) 0 0 0 o Handrail
Ex BLDG
i"-I, I ; Inv Oggut 737.23(SE), __�2z_ RCP=pND) `�V/ (DND) -X X Fence
ign
"-""- --_-� .f`' / 1, -:1; :(DND)Ex.Stm CB:. - i rM� 'Thtµf� 4
_ '�a`a.i 'I: Rim:743.97 `:`,� 3' 5"CMPtOND) (DND)
OO Mail Box i
"- {, + Inv.In:737.28(N) a
y ,a4 Inv.In:738.43 E -n Ex.Concrete Pad (typ) Ex.Stm MIA(DND) ® Generator
1-
\ ()'� �•, Rim:746.72
_ _--"Ex.Overhead Wires �• •' y� v.1n:739.12( ) # Light AC Unit
(DND) d v•
out73g Pole
�, nv.0ut:35.79(S);j",,, (TBR) 6, N
----- I3 - - n\36 W) :: �If� \ _ Ex.n Pavement0(tYP)(TBR) 5rM- Storm G Ex. Fence t r� - ;��Il Ex. Light Pole(DND(typ),
�� Manhole
'-�-- ---'-�""Ex. Utility Pole(typ) I ••�l I• � (TBR) ''----- 1�f. Ex. Pavement Markings(typ)
nv.l 38(
i
�I•,• EE
x.Tree Line(typ) N(- (TBR)
Exf t P ( ) Inlet
Light Pole�R�
___ ______(TBR) ` � tree a YP E
® Grated Storm
•. �\ /� Catch Basin
r'f �`, 1 Ex. Con d t ❑ Curb&Gutter !
Ex. Fire Hydrant •` � :'`;�• :L ` (TBR) 0 Storm Manhole
(#156203) d - Section
(DND) 'nG e e ) A
_ j, /i1 Ex. Light Pole(typ)
I `41'41-
1,,. //�- (TBRL Se Sh et C5.3 - -AN- - Sanitary Sewer t'
Ex-Water Valve t , la
,a Ex.Sidewalk(typ)
(typ) f ••I +� +' -SAS- Sanitary Service
"- - _ DND 'j
`/ - (TBR) °Y
---'\ •R/fy (DND)
�' ogy .r hi '-�_ Ex. Stm Strip Drain(typ) O Sanitary Manhole
�`• p q�/tlealk CCChi�iCCCi (DND) - -wM- - Water Line
Z
-� ` -- �j•, - : Ex.Tree(typ) lt
Water Service W
" \ (DN (DND)
Curb(typ)Service L Power Equ p ent(Approx. Location) Fire Water Service
Tree(typ), (TBR) __ S,.x,• V �, D D RL o ackflow Preventer
� �' x. Fence(tyRp) 4 �n-- Fence(YP) Monitoring Well
__ , E Ex. a tQ oni oring e
"-\ vM - .754• b� o , (TBR)en Water Valve
`I `! • i(%� Post Indicator Valve W
y� _ •I Ex Light Pole -.' ? y /-" Ex.Utility Pole(typ)
__-- Ix '1 Ex. Building�� ,• m Water Meter 0:
�R)•763-x � 1•-�; ` �R) (TBR) t7 Fire Hydrant 0
�\�'� �• t1, +++��� ► �� Fire Department Connection =
Ex. Hydrant(typ)
f \" (TBRLSee Sheet C53) Orlw Overhead Wires 0
" \ r Q -E- Underground Electric
.. `Jx Ex. Berm (tYP) p
/ a- o; ® (ATG) P Utility Pole
""LINDA F. BLANCHARD•\ _ •,,,Ole:,i 7`F, , `,•t`�`, j "�y��Ipma)' I Guy Wire
3,095 AC'•,(DO D)' I _ 75 52 ;'' ii Ex. Electric MH (typ) N�1 CI Electric Manhole
D B�'Q6043,P 285• � (� Lmits of Feld Run Topo G, ;•',\ 4 �,� � �y,l (DND) U
ZONING' R $• jI 74g, "751 'A/� •\� Ex. Under d Electric F El 0O Transformer
grown
(f (DND) W H Electric Meter
__ __ "----750- %�' •'t� \ _�„x '�•' N Electric Pull Box
7R� %/ „\ •• Ex. ) n t - -C- Communications Line d
\ ,C!A (DND) W
/ W Communications Manhole C
RS '"Ex Pavement /� _ ;� E Overhead Wires (typ) V]
_
_ • __ '� - (TBR) �Lr ','� �{ (TBR) 7W li ® Telephone Pedestal
4'>' r// Ex.Stm MH(DND) G ® Fiber Optics Pull Box Q
; • _ -GM- - Gas Main 'i' a
^ "�\ ,.' nv. u.4.P V m Gas Valve ai
74 7
{ - �b *)� A R,�Light
1 Pole (~ JYWWWWYLLine Z
� S(
R
_ _ RL Tree W W
A Coniferous&Deciduous Tree H
n _ Ag- , x.Stm CB(DND) I O F
--- "- Ex.Utility Pole(tYP) W{: Rim:742.14 W LW
z I.y
____ (TBR)"",-" �m„Ai.6' Op� Inv.ln:732.65(N) Z///// Tree Save Area f-i g I'�
1 - - P) At{0.e' - �� Inv.ln:739.49 NE F
•
"--- _ _ -"-" )) __" c' Inv.0UL732.64(S) �+ • • Limits of Disturbance L V
Ex.Guardrail ^ O
R' "•,t is FBI
__ /�S rbance x. _ O C Unit - a o
4 •Limitsof Distu 747E Tree eP�..�y••, ;, � Lin "-", Ex. HVA
as' ' � RR�an rail LEGEND �- W
_ DND)Ex.Stm MH •� Indicator Valve(typ) A. Berm (typ) Ex. Reta ing Wall->45 _ Rim:737.70 '•Ir/ ( a O A
--; -'_______ _ ________ -See D Improvements) DEMO z
-3 > --_J4q `"• 25(NE))•, (DND)Post (TBR)�T Curb W O �a/
3
---'------- I 1 - "--- ' •$4%nv.0ut:731.r ws»,/•• . Ex.Stm CB(DND) Ex. Fire Water Service Ex.Sidewalk(typ) E Q
as AC R ;'
" a TG
) `,,, .,.J43 � �"��'',�;� ;yCCC Inv.ln:733.39(SW), . �1 Rim:737.72 Ex.Gra (DND) R) � ���� ���������� Fence U V W,l^z
"-- - $ 42 - `� (D � - Inv n:731.44(NE) (TBR) Ex. Fire Hydrant Tree Line n U 0
a 6 m't 747 `�� ND)ER m573 60 a i1• Inv.0ut:731.43(SW) otions me ro E.
8 Inv.0ut.733.63(N ma .►i 3 or Valve(typ) �C� ,1VY5 ,� � F Water S C H, a mm 4a- e aer Service
m . co 3y____ ---- ;'aapaaa y p\a: '4 '... 9•f Box(DND) DEDND s t (TBR z I�
_ __ p� �as� a _
dr
••, "-, 50'Post Construct on '�, •a' ' o'n ' --,_ • • ,iQ � Indicator e� � _ �� ' x���� Overhead cW Wires L O
...
•,�_ _> _' _ - `-i - qi.. a *Ex. Pavement(tYP) Z O
Possible E ( t
• Undisturbed Buffer " _
e ° --- 6 - �Ex. Stairs -'�� - x � Concrete Ditch 7 T�0
cis) v ego , �!t( o
N __------, , ^( -J35 -- `` v.0ut:72492(S)" _ - _ ---- _ _ _ - - __ DND)�� m''4a�a.XT� Coniferous&Deciduous Tree U 0(,
Jun
ction no
- �. 'J3 -"_. " ,y 1 a'� �w "%'�- Ol- "" --'._ ---- - - 'ma`a.a ma a 'a _
r.%� ��'L�� (TBR�
�y .:14,,-.. J -*1\ o q:a•Ol� f fi�� fj(DND)Ex
p* �E�� 1 7; - (T t`�J(j"{ F U QQ z
_ Ex. Overhead Pipe(typ) y1a`i,``�a,�`.,� _ ( )x - '-ewe* -• / Abandoned C Fw
ry 732 nBR) ,•�� iaaa�amaCaC. _ V Rim 737.6San H i i i i ',I i i f Rim:740.96 'l i i I% / i hQ�' / (TBR) To Be Removed
- ___ 731 3 hCaaa aaaiht Inv.ln:733.11 NE 1-11 Inv.ln:737.84 N 1-tFW4-f 14 ; a' F
730 '.
Ex.Gas Valve �► -- aCa ypaa. t' � i� iI x Stm CB(TBR) �„• (TBRL) To Be Relocated CA
" , ____ •` 724___.,," - "".���v� +.i` �QQ �N� �' "b� - B;J Inv.lOnu732.88(W)E) In�v.0ut732.745I nv. u. =E+. ^I (TBRR) To Be Removed& Replaced
_ _ / x. Cu
_ - "-' - 8------ Ds� •�, Ex.Stm C&G ATG p '73.8 ,iQ1 ATG Adjust to Grade W
0 t
° �•N�g OiP i30 ( )Q E Cur (TORb (typ) zola „l.1� U
E - - Unit
Ex.Coney/� 7yv _ 1
72 VAC(DN
" Ex Tree(typ) __-"
Ex H
.� ___ 727- - _ 0�w / ��(TBR)\ �O Inv�In:732.92(N) f�l R v I 1 ' ( );//�
__ ',,j•;TT '_Ex_Tank t ( ) - p Fc� 5 Pavement Removal
rj- - --- Y v Out 732
,•, I W N I
_ a B Id R
�rJd? //„ IR
i JI � 'E'",� N 'I� � �� �"I � F)'718"RO ONo'-1 !�/L(����'���'
- P)� E `. L � � 1 )�L �II�
.i.:.1a:\aM\\a1 _../`" \ F _ - - - U� ing emovo
o ;.. _725 am\aaa G'tat
i;�a`a - _ \ \ \ _
m. "". 4,1 a�Cap yAr+a Ga a a:Q�.1. ,, / A N,
Ex. San MH ,,, S/ .�ui` i� 1O�,i�
�•,--, -- - -- 8 DI Berm Removal;�:amaaaa a a a a a a \ Rv('f 6.8,674 5 "l�,
. maayaya\`aC�la taCCpar ,, \(DND)Ex.San M21, O- \�
f a\aaaaaa♦ aaaa\a as a a \ \ (DND - ill
N
a Rim:736.32 '�r'.a DND) , � ..,
72 vaaaayar ap�aCaaaaayaCaCaaCyC�, ,A \ \ _ ��\ \ - _ \ v' ,�I�7i!1� VE �C%j1jL //_ - 4 a a . a` a a\pay\.!.�F Inv.Ino33.as(N \ \ Ems® �. OND�
Q , Coy\p�aaaas`y\ash`aq��!,'z'.#:: ,=�Inv.0ut:733.47 E) \ \ \ \\ . ' ` o -F- - SOLECTR ATE) travel Removal �p`ys��
CCCCCaCyCyaQCC aE\a. i, \ -_� - _ YRN
•\aayap\,.a aa. \ 3. x. _ - _____-__ ) E:737.70x 1 as - - _"
, , a\a:y,a \.,;:, v Underground EI /y N: 5'San E ent y���yytt ps a� g
_ "_" a\m.i`a�l .y In.In E U de\town Electric y \ .\,\ \\` ) ��" ,� _ em\ - __ ��"-�� iQZZQ i4Z�4Ri!=a�IVId Sidewalk Removal �p -1
C :73 51(W) n -- Stm C&G ,
co g
- - a m►� �� \, \ \\ \ Ex. Light Pole(tYp)i "\ (DND)Ex.San MA c+ n
In 728 23 5) - o C -y _ - _
_____-7zz-""Ex.Concrete Pad t `�a,, � i \ \ \ ',,, \ 9 )-'( \ 0 Pom:7n_ Q Inv.0ut:728.22S © - •-�,sz g and Demolition Notes E•$(�p) \-. \,\ (C D. Q\ ----() i �4 ---------- see sneer cz.o for Existing conditions =N
z1-1 �,'{t i `,Cf-
Ex.Trpm)ansformer \ \ \ \'\ nv. y0. _ '/
•
' 1- i �" _ Ex. Stm MH(MKT� .. ___ -- _ii £ � \\\\ may\In \ 0 \��,_ __ •nvmin:725.89Ny// i%�-.-��-•_ ___ ___ MM1m.dj�/
, r !, (oNDj�,� eie\,\\ ".,�.>� \ \ \\ \a-.\\ �(/t�• � +�� O -� -" _- --- ---__ _ - - == � � SHEET/ gi
�2�
_ 100 Post conetruaeon ri;i i ! \\ M\ - P., \ - \\-- __ y�.�-�Inv.oatozs.8s(s)_ � - -" _" - _- -- --------- e
� ".�' �` � ; ;'•• • _ _"""_ _ ,, "-"' �_ \ _I __'_ _ �� q i -�6'Ex.Guardrail (tYP) _ - _ ___ ____ C2.5 �
_F \
o _ Undisturbed Buffer 'll _" -/ \\ \ \ y� rON ��y�_ _(DND)_____ "_ __ ____________ ___ ___ _
", • � ', "",� (GIS) � �"Ex Stm"CB(DND)\ \\\ '- \ Ex.Stm CB(DND�;,�� ______ __ __ - __ _- _- _ air _
_ - 11�1j( ._�.A. b._ -.A ,A >_y '"Rim:727.15 / �A' �� '_ -- �`--- _"" T __-;_- _==__-=_- SHEET KEY ©iafi
Rim:732.35 _ - _ ,/m - --Limits of Field Run-To--" - _
-_ O,\ \\ \ Ex.' Well__=.Inv.In:714.25N �'�• _ A P° --__ ___ \ N,S.
,,' ( - - �Inv.oat:725.16(SW)' 9 _ ( ) ' ".• -"-- = _ __ __ _ _ __
'•�' >T" ''•'1'', ', �V AV � \ A \ (DND)" _ Inv.0ut:713.56(S) �_'`�"Ex.Stm C&G(DND)_ _ _ � DATE
_ �•, \ �" -"_ s B 9u h tent Rim:733.99 - -- __-___-______ - _ _ __- xEET C2.l 1�:ET c±.2
/ _ -""-___ !. \ \ iC1os W\\ /, _� - __�Inv.I72518 N __ __. __ - SHEET
01/
', )„ )) A A \�� O _"____ .-___: - Cis March 18 2_
021
'1' \ - oa '• to,
- - __Inv.0ut:725.6(S) ■ A
_ \ - \ \ \ . _"-_____ """ � `7,; �"I oak"" rr =.90___ " ____ -
�i1/7 '\...; '.r ___ __ _-,;, ,'\. ..,. .-- .Ri/i' -4"so\b -- - , ""_ _"""-__ "_ -
_ )\ p\ \ \..� �V "'�-/,- y1n _ - _______OZ•
-_ __ ___- _ • INTERNATII
� Y ___ \ %" _ __ __ _� __ _ ___" MACHINES I SCALE
\\ \ \\ �� "- ,- /, / O i _ _ __ _ ___ __ _ __ _ 25.238
o;' ;' ______ , _____________; ,/ y\y0 _;- ___ - - -14'____"__ - ___--___ __ _ D.B.3:
_ .""_' ,, r�\ ' � .� ; " ---- "" __ _ _ SHEET C2.1 SHEET C2A 1 4U
-,0-Ex. Ditch (typ) \\�\\\),�� pay-" Ex. DoubleStm C&G ______ ___ 41:
DND'•. - „ x. Stm CB(DN) " --_ _`` - = ,r, Ex.Stm. FES(DND)' - - _t _ " Rim:728.46 % 9 Y`" Inv.0ut:721.43(S) .j17___.. _ - " ISol_" 1 - __ -"-
„, '; Inv.In:724.86(NE) j i �i �aP0', (DND) --- ,T 16i ^, Inv.0ut:716 50(SE) ao :R Ex. Stm. Pi _ 35'Water Quality InV.Dat:724.66 SW G� •9 JOB NO.4H \ _____ "---- __ Inv.0uL698.18(W) (S.W.I.M.)Buffer ', - x Comm MH t m \ '., "-"" . ___" __ __ :.. :""::.a_- ,• GIS •�.�_� '� / E. (YP) �m________._ -__- __"_, ti 2019-1335r "-- _- . .N .. +- .. Ex. �`x"ZN 0�O .°tN0"'�__ GRAPHICSCALE ••Ss•..,44:DND/ y ___ --- • �_�. . ✓ _ �� ~EVANS�/y9': .�`�2�lpC fOp•.9'
o Pie '. ��_��^-�� z� P 9'•.
RCP,• ,.�. r i _ ___ _____ __ 1'• - is ?JMECHWART _ ;¢ !;
_ _ _
o - "- - HAMBLEfON& i SEAL
Ex.Stm MH R \ Y� -' .,/ "--"- ,, _ - __ -- - •� _ _ SHEET
(TB)Q ,-' 04565684 -
Ex. 15 San Easement _-" \ i ,"-"" _/ ,-' ,R No.F-1016 tQ� 06:56-04:
r - _ - Inv.In.708.87 NE i -- - Ex�"Stm."FES !'y:
._ _ C._ _"" "-• ( ) ?i••.•
•a = C2.3
- Inv.0ut:708.47(Nw) "- h�,c - :-lnv.out:704.aE(sE) - 6' 1lnch 40 feet ,,.✓ •,Nj%."*.,.0.
'o

KEYNOTES LEGEND
0 Storm sewe in this location shall not be removed until n w FOISTING
structures and piping have been installed.See Sheet C5.6 for — - - — Right of way
proposed storm sewer.
—- -— Property Line
Parcel Line
Existing Building Setback
Easement
000 Contours
- — — — - Building
%�, '� (DND)mm• mn MP/ Inv Out 740.47(SW) Ex. Berm (typ) o II (DND)Ex Stm MH� // STtk, 'w �STM. '•�= 'S..T . M IC` - - Pavement
nv In 740 92(W) (ATG) �, R'm:745.52% '. 48 DAP DND) - Curb
04Ex.Transformer(typ) Inv.0ut:740.47 NW Inv.0ut:730.00(E); _ "--"
Ex. Building ( ) aj, Ex.Tree t - `, '�'. _ -cm) 0 I Inv)n:734.80 NW YP) _ Gravel Drive
7 )
R-
O
(TB) I
MATCH LINESEESHEET 2.2 C)�s"' C
Limits of Field Run To\ Po
a: I
- C- - * , ` Soils Boundary
p� ` Ex-Concrete Ditch (typ)
'C TRACTS 1 AND 2 Ex.BLDG / o /�� Ex Con t Dtch (typ) .(DND) ' , -�-��— Guards-I
�� WESTCORE CHARLOTTE. LLC FFE:747.Ot Y ll' %l, Ex.Stm. Ppe(DND? o 0 0 o Handra'I
l'� ''. r Ex.Tree(typ) LOT 1 / ,Inv In 688 19(NW) Fence
h (TBR) �) / /l� \ ..
9n
J Ex. Underground Electric ° ,�� I ^���` (DND} d (typ) OO Mail Box
Ex.Stm CB(TBRR)Q7 (DND) %� • \ 7� ® Gen rotor
m:74616y ■% 50•Post Construct on /1 OO HVAC UnitEx. San MH ' E— �f, sturbed Buffer GISifrea,
nV.0ut:743.87(N) DND \ E� �? (_ ). _
In:743.95(S) ( ) ' \\ Ex. Lght Poles Limits ofFieldRun To " Light Pole
����ar �R) STM— — Storm Sewer I-
r mil'`...
- WleM7.411:':
Ex. Fire Hydrant ; 0, i�/ -� \�, '' mo
(DND) av - ,%`f\ ® Grated Storm Manhole
/ �/° e \ ` Catch Basn6800 SOLECTRON OWNER• L.P. Ex.Sign(typ) F• 'I /
D.B. 33951 P. 412 I Ex Curb (tyP) I' �� '\ c, __ _ a
Ex.Tree(typ) ADDRESS 6800 SOLECTRON DRIVE (DND) , "---- , * -° f ❑ Curb&Gutter Inlet
o:l 7�'/ MR) PN:04711203 r. (TBR) �i '� �_,o• O Storm Manhole
/ ZONING:RE-2 E ° h ^'� �� ,� '�', ,., - �_ - C m Flared End Section
E Brick sidewalk(typ) ;'I y n' n' � j �', �<-_"_" "�= ..�
(TBR) Ex. Mail Box(typ) I 1 _ ,,- { a, 1 — —SAN— = Sanitary Sewer
'� U 40. (DND) . ; {I �I -1 �r- -- -- �I d Lou EHVAC Unit _, _ - - Water LineZ■ O hole- ------_/ I TeR-Nala�oreday) / �'f� N _____- — —ws— — Water Service
y I y� ' r��T�' i it N-w DND Ex. Stm. Pi " — Fire Water Service W
Ex. Stm CB(TBRR)Q7 1�1r�^- -- I NQ ,'a'' Inv.0ut:687.77(SE)�=-= p Backflow Preventer I-
745.80
Rim:ut:744 -I--II - �l If N
{'--- --*- } ' Monitoring Well
Inv.0ut:744.35(N) tlr _ ; -y ,
-- f -
-�� - �r' / ` 1,-�� -- w -+- 1' 0000 ® Water valve
/%/ /� m. . �:--1I I1-- ,,e, ,,, Post Indicator valve w
i IT T / �, L 4- „` f I f OO Water Meter 0:
_ _ •• • ( I 1; t7 Fire Hydrant 0
/ 'dh �( _ '/J) `(�- )�• I 40T Limits of Disturbance Fire Department Connection =
- - - %! ,,_,�j -- Ex Stm CB(DND) - I ', =21.86 AC.
�� i • i \ �, i' Rim:743.02 I _ .•t Orlw Overhead Wires IA
4 ' E Pavement Marking Inv.0ut:738.84(5) - —E—
em y r 45- _ (TBR-Typ.All Povemnt Removal) _ _ �° _ Underground Electric
Begin Pav ent Marking RemovRal r �-"7 ��i ° \, (- ) - - ) / A Utility Pole
j T1
m Ex. Banding (TB) l' 1 ' -- k'�'-` �' _-: ��, ,,,' , - Guy Wire
OV • - r -= ,D
(TBR) ! -- ,� �.�,� )\ I r I �., Li, O Electric Manhole
U Y1 -- _r --j + p _ � r'� -? - Ex. Light Pole, O* Transformer
F ■� Ex. Berm(typ) ` I _9,0,-"Z,aa G„ II II I ` I �n� JI ,Ilr _ N;
W (ATG) \ E—-- E16' �^ - -- -- O-- - (DD�'I'` ® Electriic Pull Box
],i^ Ex. Light Pole 0' 'th_ ---) I L,- - - --A ' d
ryj / - - -- - n ✓�' - —C— Communications Line
W (DND) •I .L-_H4.5 -- J ,,I- - Ak,_-o I,-- O Communications Manhole :]
s W End Pavement Marking Removal '� """ TI I_ __,'I„j .'1 X.I ,� - N oN N'
ryJ I� (TN) if fr L - 11 ° l I+1° Ir - --r'I; r- 1'Sg- 7 I s o?�oN -,� � t3 Telephone Pedestal O
W Ex. Fire Hydrant ��'1 m _ '' r•'• ,'y u'N ���' El Fiber Optics Pull Box Q
< ■t (DND)( 158036) F.'" "T 42" "'" r-- _ N� -= --'•r'-- mm'_5: � i U
M
.. ra �'- -J _ _ �-- - —CM— Gas Main F I�
yy Ex. Fire Water Service � ' a+
V ■� I __ Ex. Pavement Marking- Ex.Curb qo Gas Valve ai
(DND) I,, _--I -- -- '1 (DND) (7BR) w�-vwwwvt Tree Line z r...1 4
co Ex.Water Service / ',.,; /- } --'- - -�- • rn
--4 o)-4 - - Coniferous 8c Deciduous Tree k"
(DND) gg5/I - I F M■I
L1
�. I Ex.Tree (typ) I -- { Ex.Tree(tYP) r_ �'uN �" ________J _ ^M WF W py
(DND) fle, !� - -- -(DND) - 1- r - -"II,"�- ,\"i ,� ' z////" Tree Save Area rtg I■�1 ►a
■� Ex. Sanitary Service 4o-"-_ � �.-_ i } m p 0
�i.'iF � J- _Service - ,xh ty"U I�
m (TBR) (DND) Ex. Underground Electric '.�,._JI�' "� p'' '� - - I a' FI
-= Ex.Gas Main groan �° IF
_ •- n 1 LEGEND p q W
w Ex. Retaining Wall (DND) (DND) 9 - f __J �•• DEMO z 7, O� A
cm)■� Curb /
Ex. Water Service Ex.Transformer ,1,( - "13 -- -- -- f`-- -� -- W O W c4
DND f ;III _ ," -_ 1 I - - i f P,Ex.Sidewalk(typ) �,. (DND) ( ) 57 -- -- __-_lL!" --l ,- --' - F O V]
(TBR)q / - Ex.Tank(typ) �- _ _" ___ Limits of Field Run Too 'A \\\ \\\\\N\\\� Fence U U k,r��
Ex. Post Indicator Ex. (Two fir ;)'';; /. -- J, { P Ex. Pavement Marking N Tree Line r�* V
- ■ � valve(typ) Transformer Ex. HVAC(typ) o -_-13& - I+'-I L "- IL__;- _ - I(TBR-Typ.All Pavement Removal IX
Ex.Tank(typ) (DND) (TBRL) ow) `` I,' -- II o ---!- + •\ -- _!� \\ \ mac\\\\\ Communications Line ❑,F W Ed
(TBRL�See Courtyard Plana try Others ICI FII -- - -)" �- - / •- - - I-- ^A',. �s\ ,) ,\ \ Fire Water Service Oy Z I■�
! �- -i �i / - - i '•1 - - I Ex. CBnDND - xccccc�v''`kxK � Overhead Wires FO
Ex. Pavement(tYP) - - ,r,I< _/. _ 3 - .- - /�/ i. ,_'SG {-i -___ Ex.St 4.66 --.---_ z U
a em Concrete Ditch N
" m II. "'- _ _•v __ - _— I �• "__ "- -� ■�I \:� oncre e c O C/1
R I
_ "" ° --- a „';'% II _ I• �1nv.0730.29(W) Coniferous&Deciduous Tree V 0,..)©
w
n
•
_ - R Ex.Stm Strip Drain I, .-r-- - ��u ,{ ' _ -- J_'„•1 -IL-— �'1. F U QQ
ii .IC,r, I 1_ 'io Il sT• ,�sTnw'--- .,r_�T� --.-{I;' 6' Q �D Z
1 n 111
II i t *I ti (TeA) a Be Rema ea d F I"I
Rim:742.91 ST 111 1
ry_ Inv.Out:739.85(E) FW —FW„ ws- S "" 1■; ." o 12•'RCP DND / ;'fl )\_ (TB) Fy
Ai (DND)Ex. Stm MH 2p ` -� �Si�\ Ex. Stm Junction Box-"';°xb�'% �(DND)Ex.Stm CB \ (� --=Ex T'M �'�- —� --� �' , �ti (TBRL) To Be Relocated LA
Rim:745.06 (DNDJEx.Water Tank \3 DIP Rim:742ed) 1 Rim:735.49 / Strri
\ Il RR To Be Removed& Re tl
M (DNDn (sealed) 1 1 �r fOpD) �sr (TB ) Pace U I'i'�
o Inv.Out:738.80 N DND Ex. Block Bldg. M
()-- ( __�_ \ DND .p';%�"' Inv.0ut:731.49(E) Ex. Curb(typ) - 1%E y.Y (ATG) Adjust to Grade io W
E -"_ -- Inv.ln:739.30(E) -v'P-- __-_- \ I� ii Tk n {I. 1-'- --(TINY- R z4i11$°;4° O
a°- I , Inv.Out:738.80(SE) _ Ss.,I5 / ,;is `in-■ t_ _ ■■ NE.... RCP I,/ / i 00"
E - _-"_ e"-" t(5�.�1, p —3 E St CB "--- �N ///L!!�%i/!!!!!/%� Pavement Removal
//// - ,�' ;l'Y Cp- _ - m (DND)" ... (DND)Exi Stm CB I,C D), v U i- 15"RCP(DND ( , -- _ ,/%/', -- Rim:734.30 \\ // -1� R.Strn CB r —
�� —S "- —STM 4"RCP(DND)-5TM r4 Inv.0ut:724.01(E) {\f__- ., Inv.In:Unknown(NW)�% ' Building Removal
m yF
r� - Ex.Conc._ -� -- \SrM Inc In:724.48(W) _____________ I Inv. .65(SE) Ex. Stm. FES(DND
Out:723
' - Ex. Light Pole (typ) - -- _- 4, 1 I
- --77i7ti >•i`a(rBR) Ex Fence(t p)- .)-___ _ 2q Inv.ln:729.36(NW)__-_____-- I ,HgA' •'•.Inv.0ut:722.93(SE)
-(TBR)-- Ex. Fire De tmentl� `- Y f a ; R\ I Ex. Stm CBDND Berm Removal
2 D-tat Possible Ex.Stm -_--"-Connection(DND) "--"Z ■ 4'��`/ ,.o .'ri CPIDNO)STM I-_--- - .-Rim:729.50( )" .5e / .44 4�%<�%!!C//1L%lG g:°g1
nction Box - E W t Valve-" ■ F to Inv.0ut:722.99 E / °
J TRON J
LEC __-DND) a r ■ ' \ I .--
a SO TE) "_ -"_ - a _ 'I ( _ Gravel Removal p`y 5�/
T
(pR1VA ___ y._ (DND) --J Ex.Comm. MH"" ,i■ p} ___� Inv.In:723.30(W)) 729._" rit _
____ _��__�:,,.-___ __,__� DND _
'— - ' -� — _ _ nee" �� 24 ,---'Ex.Stm �I
- -r._--- - '+ -- -- --e-- -!� I -y9'� ,----- -- I Sidewalk Removal
a�u •_`�$1W-�- •;__ -""____"_ _ _.�-..: ., R ".Rim:730.10 _-
--__• "-____--_Limits of Fleld Run TOPo �=- :' -y'I' CA,//� ' -"- T/2 _ -o ,E
'� -"- -------- -----'--'-�.._ a i �I�H s ,Inv.m:unknown(Nw) s a
o - _-".----_-1 ",- Q _ - .-' % / O T ¢ *�==a = �a2 O�a r��Existln Conditions and Demolition Notes E•$o
: --""-___ "" :q"dam -"_-"'-Ex Gas Ma __-----_ "_ .icy-ram „'I'S6 Jr-I •Inv.0ut:726.87(E) �2)7 g v
a
- _ DND - -
o --�' -- --Ex. Gas Valve \ � 'P^
_. _ _ _.(DND) PV ___ �� _
m -- "erg*.. _8 _
____ 9'1 Inv Out0:, dCeek
a - ;' �� C,IIp E � t2�
--___4-0-_Se 7--S—
w --_"- -_ "_ ___ ___.. __ „sr_
"___ -__ - tbo �__ __--__ -"" "17,- \� 1"SY C25ET gl
X C�.5,d
1 - �`-'g>_ ---_---- Ex.San MH
--- -Ex. 15' San Easement Ex. Underground Electric , -__--__ - _ ___- DND' \�'L0 p
E Stm F
(DND) -_ -.f _ - ``'_:,;;- .R m:731.17 _?b.. \ �' p
o -. _ _"- __/-_._ -...... - __- -� '��/,'/17:/ � SHEET KEY w€�G
o _ / Ditch t
-- --_ -.. _.__ "".__ ____ 'ice_ _ ' - -Inv.0ut.712.93E- -"- '�',Z.% 6.- �\� (YP);: ::# \ ...
„Inv.In:714.17(W , -.
""-- 410
/lir DATE
\ -- � \ HEET C2.1 LTC 2.2SHEET
__ - -`"pF "-- --\,• ND
C2S March 18,2021
•
4
c> •
INTERNATIONAL BUSINESS - \ - --. ti
- ---- - -- ""---- �9 Ex.Concrete Ditch (typ)
MACHINES CORPORATION ----- - _ ---_ --- -------_
m '-""_-"-__"""_- - - -- _/J-/---_- _ - �� DND SCALE
25.238 AC. (DEED) _ i\ ___ _-- � �
D.B. 3225, P. 397-""-' -"____ ."-' - -�_y\ ;:'�i� �,
SHEET
., ___ZONIPIG,-�.A-_""""-"-"-- --------------------- __- '•.',;-,, INTERNATIONAL "" _ --_ ?!' 1 =40
BUSINESS _
E"---- riL,46100
'"" -----------------"-"""" '------"----- ____________" .- --.......-A.-_-_-,,,..,.„..,--,::-„_MACHINES MACHINES CORPORATIQN - - _ ___ K 4�k��Q �'_
_______ ""_,_______, \ San. Ea - __ - - _ _
_ Ex. 15' merit- ` �,, .
^1
aigkeilloW
m _" Ex.-Comm. MH -"----_ 'fh l - r ,�
- - __ _ __ __ .- f , 2019-1335
� •�•/- �� sole a
\Ri S MH(DN �'�--ram
- 'Rim:716.50 ,� \--- , I
( ) \ n,CA rr
.Utility a \ °e �tN �ZN
_ call
Inv.oaton.os E Rr R'�Or o
Ex Pole t V'\ /r' /��'
ND GRAPHIC SCALE Ft'ssio
(D - "Inv.ln:711.12(W) ��,�r EVANS~ y9�'. �`�`•��`O A%'H9�%
•
--- -- - \` ,__-- �; 0 30 4o So ART • _ _
- ____----- \ _ (04.1:NTAMM,:z1r3CoLFHNET_W, N - SEAL_ O & p- - = SHEET
, / I _ ___ Ex.Overhead Wires ______"- __,'_ - _ INC. 04`�j1 - \ -�._ c_•--� :-- - - r-03-LA(DND) ___ _ --v�"•- " 1016 IQ� oGt__ a
- 11nch=40 feet C' ...✓ GINEF;,. 1.2.•f
o-�
�� q�oF_p��.. .,qF

4...._,_. --.
• ; ; ; ; , , , ., ,
' • ,,
' ' ---- ---
\ , , „ ., , „ „ „
%\ \
, , • , , ,, , • ,
\, \'i, ' ___---- \ ,, .',s:':.‘''''----2/,--iX LEGEND
EXISTING
, , •
, • •
, •, .,
, p, • p , , , , , Right of way
, ' ' , , ,, ' • ,, --- Property Line
, • ' __„---
%I\\ c F161,l';?rt
' ' • „% , ‘,
, . Parcel Line, ' ' ' „----------
Existing Building Setback
, • '>%-'' ' ___-------
,
• , , ,, ,
Ex Signage Ex. 11-6"--___J(1 A, ,,,;4" 0 - - -IE- - Easement
__,56•"1"--- --
(DOD) Curb&Cutter 111 000
Contours
(END) 4 ,/ ,.1,
_ 0,
•"-I 'lIII--' 5.5' -,------------ FO-
, .... - - - - - - Building
, .
- Pavement
--_‘T---
,
. ,
,
, ' • • ,
,41 &Cutter(TBRR) ,-- ........."""1..7 _0-\-->F0----- --------- _D=_.7.---11, ' , '
, , , , ,, t 8 c'cX. Ex. 15"Storm Pipe
, •
, 0
= = Curb
, 010 1........."--'3...,7% 4%.........••••••5"w ____- .------,\..--' ,,,,, -_--
1 ' Gravel Drive 7
, , , ' , , ' , _...--'' ...--"••••••Ex.Comm Line
ak * -,----- - ••-••- Limits of FiWd Run Topo ;• ' ' ' ' ' ' -----.--' (DND)
V
ts of Disitu8r:00)-.... • • • Ditch
• ,
1 '
. '
0 \_
-0--0--0--0- Guardrail
.
7, ,„,„„„_______
, ' , , \, • ,,
, • (2
0000 Handrail
II**
, I ,
x Fence
Ex Ditch
Ililli --"A is _ •"--,..;;,:•„-•--- ,i rii,„All......., we, ,,,il,is,07,,':„."/----t_C1_1 :::, ,,r,,1---_____:,:I,......,t"-",--',...--,---71 ,---,--..-7\_..,....1,- .7,./..ill_\--lt'I_LI-I_II---'."..i=--_ ,........... -_....l.,_../_i_...-='‘....-----s-=-___Z___,
- Sign
• ' ..‘: Centerline(END) 0 (DOD) __:---------------
* sit t-- - E Mail Box
-
Ex (DOE)II,Bc"x CI Generator g'
, • ' ' ' S5,-„ ..----1ii_l'-,------ Bank- "
' • ..Va , 0 ' __-,,
dill11*. -7'4- --'--"------•-"- % (END) ', -,.x-'----'-- 011.'111° H HVAG Unit
-9-x. tw'111 Light Pole
, 011i • A -- ,
• -2-1
a
, , 1 ,,,e,,,,c° :, • Ex.Comm Line :4-„, .81•10- -,_
--
' -- O . ..,_ 011 Storm Sewer
..._ -------
' (Di.) *sr . - . ., . , Approximate Location of ', ---
,
, --
, Existing Lightpole(END) /3 ,•• ---- , ----- 0 Grated Storm Manhole
'bw ,
'
** 7
' o Catch Basin
'
' .
,
0 21 .-- -"---
,' ,,27..„...„,,,--
See Sheet C4.5 for Limits , o
0 Curb&Gutter Inlet
Storm Manhole
,
, 44"" .
, •la -- o , ,.__--4., __ _ of pavement Removal ,, FE Flared End Section
, ' •
, , "AA, O"' -,••-•• --
, , .--. • SAN Sanitary Sewer, , ' ,, 1 SAS Sanitary Service
, •, __„•"1 ----/
' Z
Manhole
_,,,_ _____--4----'-'-<>97E4x---:bilv7e--l-rnent ------ -I------- -------------'-I-';------------------ --l'
-_,,.. - -win- - Water Line
,
, ..---
'
, **-ib >;4 4; /
, ---,0 ,---- M0kings(DOD)---- ----,,,x,-<.---- - -w5- - Water Service
' 9' ---• 'D.-,--
- -FWD- - Fire Water Service
47 0,0 •W Z 4-",•%/- - ..47 .4 4, CI Backflow Preventer
--%
,
--'---- 4 -----:-------4 e ,
.
, Monitoring Well %1105.11%°
-_t_t_lt'------------'-t--
,,
, ''"„_, e Water Valve W
, .
''Oy'-"' ' Z-4. --- ' : 4, .• 4 __,,,--4 ..,
,, -::-1 00 Post Indicator Valve IZ
--. --"41-%- e / -...-- , „. . .„,
r E Water Meter 0
....-- :w,,,,, ,
.
11011' A,•„• x• 4 ‘,
. I
, `, b.8 4•''''-•„ % 44 ,...
..---".. ..... 0 Fire Hydrant
• .
, ' ,,,••,-.4 .„ ,,, I& Fire Department Connection
.
7.70,,
, ,,
---I .... ,, , Sow Overhead Wires
'3,,,
S. ..-- ..--,- -
. .. , ,,, ---- , . ._- „ „,
-E- - Underground Electric
„ -_____--------
,
t Utility Pole
,,_,' ..„ ' ,„,,,---' _.,.... 2---_,, , ,:,;04,_4 4 ‘..> „,,, •', ______ _,
°7
• .A, 4., See Sheet C4.5 for Limits--t-"4 ,• ,
;
', 4
____ .,,,.
, ...
•
x&,..4., of Pavement Remova1
-'.--___,
..„..,
. ,
'.-__.......,---._ ______________ CI
0 Electric Manhole
Transforrner
----•i'.-
, 4 I
,____________
E Electric Meter
•.4„...._:_.,..4"-Ex. Edge of ...,,,, .,,_, ll""......_
41 r Asphalt(END)
Ill----- El Electric Pull Box 58
%, 4- 4 .. ''....._ _______ ___ - -CO- - Communications Line 4 7-/-- % __
'AI
% 7-2-'- ---
.4 ..-- „,, ......__' . _„„,,,, ,
,7_ .. . z
Ex.Comm Ene- 4 1 '•i0e _..--
_- ,,,,, ___-_„_----, Communications Manhole 0
% '', '',----""-- ,„ „,,,, ..,....,
" ,• , , ‘-'0 (DNO) „ E Telephone Pedestal
7 . _______ .., - ..,.._ _ _
,
o %-__X "-- %
% ,,,.., ____________ '- B Fiber Optics Pull Box I
,
%; i--- _
,,,,, „,Z 4 ---4- , :', 4 ; ,,,,
:--0,>, ,,,„,„ -____
-__.
- __ __ -„,,,,_
--- __ - -GM- - Gas Main Irg' 05i
_,--1,,,,, ‘,4 / „xt ',„, ,,,,,,• 4 z ,: Gas Valve Oz w 4
, ,g-'\ -
. ------ Tree Line 'a 4 ©
,--,- ,, .,-- .-- / Ay `',;<_ z z,-"<" ,, ,--,
\ '''" __, ,„..
0 0
\--„,-, ,;:, ,,, -/__ __,- Coniferous&Deciduous Tree
, t % % Z''', ',4
cio
,, _,,.
_______„..-------- ..._
,;- ,
R . .
---
,,___,
c.,,/, \,Ex. Edge of Z ., //4/
'1'''' ,-- - -_ _.___
....
,, ..„
. 4
--- _ • 0 Limits of Disturbance rii 0 10
_
/ // Asphalt(DOD)
44 7/‘ ,-__.
! / / '--/ __• ,•, 4
k:' ; ,
___
A // //' , ,, ‘, -- ---, ,
LEGEND
o
4 ,
,''' ,'''
,
,
' '-„__ .-/- „,,
--,
„,
- ,/'' ___ ____________
.' _______ __
__ DEMO
Curb 14 0 g c4
,
„ ., . u Cd w. Z
'-, --- --' . Coniferous&Deciduous Tree
w E.
-A o cin ti
(TBR) To Be Removed 5 uS 0 2
INITIAL PHASE CONSTRUCTION SEQUENCE (TBRR) To Be Removed&Replaced 7 - Un ci.)
a, 1. Obtain Grading/Erosion Control Plan approval from the
Mecklenburg County LUESA. Obtain NCDOT Driveway Permit j4-
Approval. Obtain Certification of Coverage(COC)from NCDEQ. E=CV 00 1,•,/
4
2. Set up an on-site pre-construction conference with the following arAka• ..., 0 1-i
"-: GRAPHIC SCALE departments: (The territory for inspectors is listed on this sheet):
1•44'''' ‹rEET I
EI
LUESA Erosion Control Inspector, Matthews Engineer, Landscape C/D.
N
'Li' C2.5 I
1
1.
_______ ______.. IIEE_11:_______ ____,% ,,,,, __
0 10 20 40 Manager and Planning Department, an Development Inspector
-g and Zoning Inspector. Failure to schedule such conference 48
hours prior to any land disturbing activity is subject to fine.
E _ 4-- :,---- „--_,_ - _,_--',--::----,,,z-3._.--- \ 0
c, \ -
\ 3. Install tree protection,silt fence,construction entrance, with tire SHEET KEY
C ------7-4--: 1 inch-20 feet \
sediment basin,diversion ditches,tree protection,and
LEET C21 S ET C2.2
--x other measures as shown on plans, clearing only as necessary to
------ ---- ---- --- / .7%-'----
in -- , Limits of -----,, 01, ----- " install these devices. \. SHEET
---%-r-7 ,
\ _-- C2.5
, *- Disturbance .1,,/,47 Z_„-i, 6800 SOLEGTRON OWNER, L.P. 4. Call for on-site inspection by Inspector.When approved, Inspector \
:io;1
-•\-- \ O-‘1(11 4/ 16 g'• 3.039 AC. (DEED) \ „%" issues the Grading Permit and clearing and grubbing may begin.
I 1 •••..__
"rX"' c--- D.B. 34020, P.891 ..-
5. The contractor shall diligently and continuously maintain all
1
1 g i 1
\
ZONING: INST(CD) „--
-FA \''' 1 r --''#r• ,, --\- \ erosion control devices and structures.
, ,
, \I' *0* / „'
\-_.- • ,.i 6. Stabilize site as areas are brought to finished grade. 5T,,v
,
i '' /•fr,fr • ; ------.. 0. ,
/ \ -,.. 7. Coordinate with Erosion Control Inspector prior to removal of SHEET C2.5 SHEET C2.4 7,5•01
a \ , •,,.•.4,. I/ Ex.Tree(Typ.) --------___ "--
--, erosion control measures. Off
(TBR) -,-.._____ ,,,,s6‘
' 8. All erosion control measures shall be constructed in accordance
with the N.C. Erosion and Sediment Control Planning and Design, ectro,-."..717.,.. .
,i- NU -----------,-
t _.------ 7°1
Dept.of Agriculture, Mecklenburg County Erosion -
2111 E
TT, ---------- Control Ordinance,and the Charlotte-Mecklenburg Land
E x-7-„---fo ,46 W Development Standards.
--,...
,, ' •'..- See Sheet L1.0 for Tree ll ------o-,,. gI"1-
9. EForors:zohnasceodnteroro,siirosnpeccoinotrropl ripolra ntso,ccoor,nntr,ra:r1ocirngshwa l tl hmeeoect,wiptse lig D-..._________ .--,, ,, . • VIti.41,3r eliiii Mitigation Calculations C..):__
El 1
----, - --- ----------,_ ' .0Ik - •.-' -
of erosion control measures. •S i 0",q •••••...„
I E i
/g§
Tor
le 4, Oil' Itlefel"11
-., --„ -„ - --,,___. ___,--------- -• -, k _ DATE
',.., , ,, Ex. Limits of Pavement(typ) 4.0, (00,Ya. 4 March 18,2021
,‘ , • , °F2-, -- -,-- - %AIX,*.i.;Z _ -
,„ ,, , , 1 --• -'-, P.E.,-- --. 40::,U ---? GRAPHIC SCALE
,E , in .\ '.,_ / ' PII3LIC CLE --- 87- - As Noted
-,„
,
*E .., •,
.,
,
• 1 inch=40 feet. . ,
__,,,.. ' ,, t:60;7CTijk:_ __ --
3 IIIR NO.
4
'‘ _______1111111,,___ \\ 14
11111111,, 2019-1335
(_‘\
,_"......Et/.../.1,CAROL KV% e.,‘...\ .ccAl44.'4:-,%..6 : MECHWART s •:- 3. I ..
Q' 4•••
ER i HAMBLETON& 161 I SEAL 1
,• 1.- SHEET
- : 045MA-03-1p :2-
;,13 -.5-_-_,,-,-\No.F-1016/1\7",....i.--- - 06:56-04A0 8'-
; C2.5
i:,' ",,";OF A _____ ,,,,°RY hi. ',s•
4,•,,,i._____, Nom 11111100

EROSION CONTROL NOTES 10.Slopes shall be graded no steeper than 2:1. Fill slopes greater but in any event within 14 calendar days from last LEGEND
than 10' require adequate terracing. land-disturbing activity. PROPOSED
1. See sheet C1.1 for additional notes. 11.On site burial pits require an
on-site Demolition Landfill Permit 20.A Grading Plan must be submitted for any lot grading exceeding
2. Total Disturbed Area: 21.86 AC. from the Zoning Administrator. one acre that was
IN not previously approved. S Storm Sewer
3. All erosion control measures shall be constructed in cordance 12.See erosion control details on sheets C3.9-C3.11. 21.Directly pumping out a sediment basin is considered bypassing ■ Outlet Control Structure
with the N.C. Erosio and Sediment Control Planning and Design 13.Streets in front of the project shall be kept clean et all times or stormwater control facility, which is e violation of Section IV(3) • Storm Manhole
Agriculture,and the City f Charlotte Land 1 u Dept.a gncwashw removed
ofPermitraineg th ge Permitin
"• _ �_y'"-'> .% y>- ,,y% Development Standards. 4.Sediment will be re o d from behind the silt fence when is Construction Activities. If any drainage of the sediment basin
\ / ••s� '-✓_ =:-- ✓F, 4. Remove and spread accumulated sediment from erosion control becomes about 0.5•deep at the fence.The silt fence will be occurs, such as for maintenance of the basin or conversion to EROSION At SEDIMENT f,ONTR01
\�\ //" '"�/ require repaired necessary upos drainage s^`•` %�-�/" / i''- � y devices d. d a to maintain a barrier. the post-construction stormwater measure,the drains must
\ \\\ r - /// /" W �Y ;�I 5. Contactor is full responsible for maintaining all erosioncontrol 15.Additional measures to control erosionand sediment be occur through e silt base and discharged in a non erosive — ' — ' — ' — Limits of Drainage Area
�� \ �' __ ted he y manner 9 9 - - ire oDisturbance
/ / y response g may
d devices throw howl c nstruction. Devices shall be in b t ired b ontrol in ector. Limits f
g o spec requ ny erosion c sp
Q�, - • Contractor after each r and repaired a needed. 16.All a and sediment control practices will be checked for —000 epa
Contours
�^Y�� Temporary stockpiles a rain
to be located In drainage Mobility and operation followingrunoff producing rainfall, but_"______ ti" VE / ,-;:,, /.,�' t b It f d0Protection F
rY I - p rary xmum re g ways. no y p e every
ru pe g r SF Silt Fence
Maintain 2:1 m slope o all stockpiles.Any stockpiles n e less than o ev ry week.Any needed repairs will be 2
_ ,��/"'�'' perimeter of construction area must a wrapped in silt fence an made immediately to maintain all practices as designed. 00 Tree Pro ec ion
��"�,P per 'IIf stabilized immediate) 17.Gradingm more than one acre without a d Erosion Control ��•i
�_ '- ��_ _.�N"" c '� �_ __ �f',�� �%/!i' I ,-�II _ y n e approve —X X— Baffle Fence
' - - -✓ ��'�_ I - 7 erosion control measures shall conform to the standards t an is a violation of the N C Erosion Control Ordinance and is
g/ _ All PI
/ �� n n n'n�� N �� - ► ► Diversion Ditch
/ - rose o to a fine. n c n
.;'f/". /•. _ '. /_ ; /J so m 01,, n - 9gu per and all
® Silt Fence Outlet
,! -' � n forth in the N.C.Sedimentation Control Commission's"Rules and subject
ado Re lotions for Erosion and Sediment Control". 18.All meter dikes, swaths,ditches, perimeter lopes
8. a
/ ••- -- %" -"-- =-----\, IIr j vin lotion of the NC.tRulese ad ReI ulations foroErosion d o eded ttem enit tstabil'zationl w'r -�� _��� I�� - � � y grading beyond a pan,s slopes epee than 3 horizon (3:1) shall be Inlet Protection
filikii
�' / ./��.f,/ ; � o g an provided temporary or permanent with ground cover ® z
�/; 9 - within 7 calendar y ® Concrete Washout
/ O
Sediment Control and is subject to a fines. practicable,but in event days
,;� �� _.----"-"off \ �S i� ;�,"� I::::'''''''''-
- -----
-, Additional m s to control a and sediment may be from the as
land disturbing activities.,• ����• �'��• ensure rosion E•,.; ;
I. i, �, S` � _ ��,1; required by o representative of the City of Charlotte Engineering 19.All other disturbed areas shall be provided temporary or a� a
Department. permanent stabilization with ground cover as soon as practicable, 1, allConstruction Entrance g
�• / r_"______"_. ,7&__�\________---" _ >8$ __- 7UmitofFields
% ,_� /'� .789 \C .------ >9 - � III` _ See Sheet C2.0 For Existing Conditions Legend a
/ 7: /i ` T90-'A\� 'X .rCTR bWNE -L P. .. __ Y
G
\ 11r 80Q SQLECTRON 0♦ NER _ C
i y. �-- Tr.039 AC.(UE D} t DB©834020,(DE 880. CCre bRd•
r
� '\_ -. ,n�m S.��g - _
'BUT ZONING N'a
i rr
a �- _,� ^ ro m - T T-pi rrrr r,�-)=r',*rrtr �;T Tl� rrrrr� __ \
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p�.33524f PINS _ =- \ ` ,, / s 6 BAEthr fence) \.\ NI(75•;or 56 2B Buffer )I I'I', i i I III.11- ',�' ¢` `
ry _ �" w'th fence I
� 5625 �•I •r1B.,"5I � �4% r � •
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,:•, I
dI I V l t I}Y!O I hI I',I I•,I I I I I ICI I�I l d l l l'I I I y,. ''�'1' '.
'\ `+ �•-0roina a Area=3.&5 Ac. \ � F w
9 ai ? d 0I• SHEET C33&C3.7 SHEET C3.4&C3.S
- t Limits of Field R Too.
\ �� " a'^••j I�\ ? + H+
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'D•B;3224b,-P 668-I' - B -
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FATO AiA AI-F'AIJD••� � � •.\\�\•• . �\\ +� „•� ` �
I. � ' 'Z6NI0'"�� "-'I•I I I R I I{I ', I I�,I I I I I I I 1 41 1 1 1 1 Y 1 I, I
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\`. , 6 A_ L . I � n s ` ' • •
� 'JT„t4N PARR OWNER LLC � W R9Boe:7so.Qo oo
- \ + fl�l�I�F$I�Fl 42 ,,,:, , ; .;,.:.: _ . ... ...:.:..:: .. .. --- _ I I\ :J 6 \ I 1 1 11 I I 1 II: � : . \ w -0n ,` , -- . r . ";'„ • ' •„ i � — i- -- , -- _ Prop Diversion Ditch z4L�1JeL � L- 1� h� ` J / - �
XX
5S
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TONY A.WGODWAR❑ I'i av T� - aID�M� •\ eye \v st',f. /77 .r+F 8
` I; $I T_1 .;ice: t.
: w W
w s sz ac. (DEED) 7ss. X. ' class B Buffer ;`., � .'., ',� "' --- - A '�� �� '4
--"--- D B.22 t 27, E 987 rIwith fence) '., MATCH LINE SEE SHEETS C3.1&C3.5 MATCH LINE SEE SHEETS C3.2&C3. V:;
zoNwc R-a l �', .1b5.. ,� _ _ a .° •' a - ---
• I r ss.zs � : �a
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'•. - 'Il •• I il. I If MATCH LINE SEE SHEETS C3.3&C3.7 MATCH LINE SEE SHEETS C3.4&C3 n6' /// o Z F4 Z
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oq o:' V '�\, I � ! emits of F Id R n TOP _ _ `� �� U a l a C 0
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n ��•1 :,S WESTCORE CHARLOTTE. LLC I �,` �/ ,_ ��I-�••••� /
•
ry ., -, .`�.� DB o;. '. LOT 1 — - re,
j f
y P -iI 6
- Lam, . II 6. 1 >9rv' s @9" s0' Post construct _, _ O
- 6800 SOLECTRON OWNER, L.P. __ - �„'Y ___ ---
rL��1f({` I �� Undist b d Buffer � I • ' 'y 0
'O;IQA.F flLf1JEHRRA`. r� I� ) l¢4 D.B.33951, P. 412 _ _ _ �� - [r
o '%//' `: `;a045 AC:;-(9EE0 •„`, .Lents of Field ADDRESS: 6800 SOLECTRON DRIVE ""l �gA — � I U
'';, „ •\ B.Z604 P,2 -." ,Run To PN:04711203 �, -
o ; ,`, '. ` Z-0NINGR 3 '•. " , �'� ZONING: RE-2
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sediment eaem I�r '4..
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I
4 - �-
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Limits of Disturbance �1 -
„, if t
r."\,_ \c,1_ ,,,,is,:,,,; '>0 I 740 'f. - I f - o a^
• 1
I L =m
.,.•..,'1;... s_ ��'s ___..l .Pro.Dnenion TTTT�'P ,TTI TiTrT? Ifirrl --- I� 6^-,. �'•.'.'iV'.<�-. J • � ' iA�
° V - -72'/;" m q(Its' • / p Jl. -"." - 9 �- i•-�-` — g y •,10o Past Construct-on'- - "
�•.,�. �.. :Berm 2 r;I I I � I -,� ,-'�, a sue -..�ti '• „\'' gl
$ 2
; v7i �� ; al .1 Y Pti Und'sturbed Buffer,'/ / /' -'�� \ - e-
•, 7q0': ,•, "o t2 /'� �I e errs o. F Inr•° ------ ` ,7— 'ti c / `„ :,r _ Pro.Sediment Baetn 2 iI i�w W I� ST 1 W- --- __,.—.@ c
- �, ".; Class B Buffer" __ \\\\\�;,,•.-TOB 728.25 e Clas_— —s,,T 32f `` '6� F , I ,�•.;.- Eld r.$#
-. 2S'; A .BOB:722.00 - sAN s B Buffer - gt "A �',o
' ti• (75 or 56.25•with fence) I -,.�'� ,r; _ \ •"!(75'or 56.25 with ence- --_' }. �:w4. 11�II x � Beer:7zs.00 t\v�c � DRZVE ��— '' � d a z9 ate / � � . > - �' -'� orre
, s-- !!1� r.''' _ SOLE TE) 40 SW.-1ck'' ., }q :cP' -
d ,�. 1 r r. ••5; r "- RI�'A aO�s,vnr --" 36 h°�a �7;'sif',
> � ��j Prop.Emergency Spillway -- __ -- March 21
- '�; _Ll::',:...: �...(30 Wide)Elev:727.25 r _ _ i.�'_ - 30- ___ ____. -....b\.•1'S 2N' � ,
r
P..:\1
c> ...�.. � � _• _) .I 7��..-. '___ - � - ""__ q ,.,is '--
._. �, _ .r` ;;l< a -____..e N .16-..--, m s' TT'4s-''s' ; ice r:r GRAPHIC SCALE
u. / ' _ ', „, � ,�-"-.. - .,, A., \r.., :.,,:- 3 ?. _ :7 r-�x f-'__ � ::� � 232. •,, SCALE
o '� •„ `l� -- F -- .-'Y 'b"`!� •. � 'i - -�=,= INTEATIONAL BUSINESS = ti 0 50 100 200
I •__�._- I - .- `Fi•lfi,., _, � r _::.: N ,. _2 'I •. 'Limits of F'eln To�o �' �� �� '
:.`-. I �-�., = - �' ""__. " '� ";,,;,;, j r :='� -:= MAC NES CORPORATION_72 A'\•• •d �*^_., P i"-_/I✓ �, �.••. '.
ux
ii:
�r '-' 'tom=--- too Pcst construct on .�.,'.'-`ti,••.,•,,,,. .,,;-.,'. ' _ __ r
m ` �. Undsturbed Buffer ,..35•Water Quality:: ^✓sr„!';';j3;:"/ ,..-. .,;-,� ,•\•;•,;; D. .3?�3:'P.39'3 - _ iJ51N��N. ��_ � il�`r.y•� ,w.-a-�. -
°°.:. SWIM Buffe ,'''' D ZO ING: R�4 MNAT �4
;` N rER IONAL'B �- - a � - �,
a ?�i ,: 1 MA�G INES€ARP23R Q � � �.. - ___
( ) r 'k ''=w % '• \ Hoch=100 feet
____� � •,`..::. :;,_ iN i� /., "- ...:::. 9T, 7,a'AC::DEED -- •' ���
o ,z .�, i.:- „-. L11.gJ,3332,P 71 -__ - �• doe NO.
/ \ �$.-, w.sc_ ,:.,;.s, �._".. /!,;,,'.!:'-_::;'' l0`••. ZONING:R-4 '� U,�;,/;/ •�
-r,. _.-:- ".-. -. 725. ••uC-----' '�, u`aOAR"'60•.
N . °ZN 0L ZH o 2019-1335
EC
a `�
st
o - _ - „ 72- .\:' - HAMBLETON a.•i'Z''O - SEAL
- -„ "_, _ _ 0- - 'rOi. .O- SHEET
- -
,n \ / .<_. ,._-... ✓ - dG=�• .,,,.;,,, -•.,, ' "' ___. ...•..•.-. ,,..`.`. •. - TILTON,INC -- 045
n - - '�'. No.F-m16 i'Q° �dts oa o=
:67, � f,•. t,. C3.0
' { OF•P A1'M 6 0o
.� A A hum rnu i,m."�

Sh_H Temporary Diversion Ditches LEGEND
Bottom Top of Bank Depth,D Ditch Side Ditch Length, Drainage Design 010 Avg.Ditch Temporary Ditch Lining PROPOSED
Ditch Name Notes
Width,B(ft) Width,W(ft) (ft) Slope L(ft) Area(Acre) (of) Slope(%) Type ST4 Storm Sewer
D
,..,.\ Temporory Silt Ditch Ditch 1 2' 2' 1.5 2:1 490 1.88 8.72 2.54% Straw with Net (See Report for Calcu lat ions) • Outlet Control Structure
Ex. Grade I •x' per City of Charlotte • Storm Manhole
B 1 Standard Detail 30.05
(See Detail Sheet C3.10) Ditch 2 2 2' 1.5' 2:1 130' 0.87 4.04 2.94% Straw with Net (See Report for Calculations) RIPOSION k SF OIMENT C,ONT ROI
-
1 1 -
Limits of Basin Drainage Area
Ditch 3 1' 2' 1.5' 2:1 912' 1.65 7.65 2.00% Straw with Net (See Report for Calculations) — . — Limits of Ditch Drainage Area
DIVERSION DITCH TYPICAL N N Limits of Disturbance
Not To Scale Note:Contractor to repair any damaged areas of the Temporary Lining during Permanent Stabilization. -000 Contours
Erosion Control Matting to be NAG SC250 or Approved Equivalent SF Silt Fence
---- .--.P.,----.
/.. 4.4"...... ,/ ',!' V (4 ," ,
, ; ,Kt 0 0 0 Tree Protection Fence 2
,
; ,,, ,,--" —x x— Baffle
, ,
, .
, „
____ .. ---EE:,..TFreenecieine(Tycrpy.)p.).- ---t' ,,,, ,Ki...' ,,,''- _ "_\_ _ _ __ 't __,.,_,_..,, ,_, ,•:,,t=. ,7_, ...,4__. ._.,—,...i.,
. . Diversion Ditch
,,''....---1.
-:__ _____-:::::______:,---;_„-.-_-_-_____-_-_-_-__- _2r- _-___--I..- „-"', „ „_-
- .._ _....„------- Ex. Fence(typ) ..--Ex.Tree Line(typ) __ _ __ __ _ ... _. __ ,_ , __ K2 Silt Fence Outlet
\ •# ', ,' '‘, „,---- ,,,," \ , -- ---- ------ --___ __--.7. --,...,-- ---- ----___ --- -- -- -
Ditch Grading Continuation 01111111a ," -- ,--- i ,'' \::', ,'\--0?:, le °,'''''-.3-1-T-T 7--C14•1±7 T 7H.117-1-----H-71-- 1 -1H T--,TT---- 1-1-/H----T,-'1-.- -I-j1=-1---T-,•-••-1-'17-1--+-74,t71- —rs'-r--ri
\\,,, -- :0 • • • • ., Inlet Protection
, t.. , .
\ ' ,, , '\ ,\,, K , 1111111,1111) 111 / 11,111/11 ,1. 11 ,, 1111 ,11 III( g'_ .1--- ,/ ; , .‘
, _____ __„..,-
......-- \----_L, , ,, A, I 11_ _.1,• 1 1 _LIl 1 1 I 1 _ ,_ 1 1,,'Il 1 i 1 I/1_ 7,'_ _.• 1 I A_ 1:,, ,S1
ri
-"------7o 6.07 L-- -
-
,' •,.
_ , „ 40'Setback ,;
. Concrete Washout
. .„._ ,
A
I ,' i
,
,' ; N , , 1`.01iiikVarini,i Construction Entrance
114"14(0..
..—A,
'
Ex. Utility Pole (typ) /..
'
/' '''---,„„
--------->I''''----'-'------'', -------
...,,,„ St /8•.',\ i$-..7
-,T•,,,) ie 1 h , , /, , ,, , ,, , ,, , , ,, , ,, , , , , , ,. . ,
'Cl
..,,,I r I I n I 1 I I 3 I ii 1 1 Class B Buffer I ll 1 I 1 1 I 1
1.-_,-1_-r-i -h•-i-71--1---ts-'--I-4-,H--1- = -j,__frb75'or 56.25'with fenco)JH-t See Sheet C2.0 For Existing Conditions Legend
g
,-----
-OH4— , t ri , Iii, , , , ,, , , „ I 1 I I: 1 l• 1 1 HI I IH I I 1.1 ; 1 I g
DETAIL REFERENCE TABLE
s 1 111 / 1 $111i11: 11 /11i11111111111111111.1 H1 44
4, A*\,,,.\ii liky,,F lilltlIfilillilltillfililliiiiiiii ,
---- ---
,..,,,1
,
DETAIL REFERENCE DETAIL NAM SHEET NUMBER
„... - ".."'"7.7.... --"------..'-- --- '44 .\'t. n8.44 erNA, •-,,,------- .,..,. , Construction Entrance C3.9
. 1-rg Limits of Disturbonce ,T,41 .,, , , ,
, ,
----- _ \ ____ "1 . Ex.Tree Line(typ) , ' 1=1 Concrete Washout C3.9
.....----- "-- -- '6 s
. • .\ ,,,
,,,
,
_Ex. Overhead Wires ftt__,
--1,'"\---- , 1 ---- -\ . A --- --- - ' •4416.1,---------- '" ,. ,,, El Tree Protection Fence C3.9 _
,
„.-
..
___----- , 1=1 Inlet Protection C3.9
'\
' .
Prop.Tree Protection Fence(Typ.) ,1, 1=1 Silt Ditch C3.10
AZ 1 °P. '
'\\ 1 \ il 'i ! \I 1 1\,:l !* 21 i I' I ! \I I !'1 1 ) 1 !! 1 ! 1 ! ! 1 1=1 Skimmer Sediment Basin C310
7b0 ,,41 I ‘ /4 \ laiiiilik:11-------------,,
\: H ',, 1 ' u 1 ,1 , 1 1 1 1 1 1=1 Baffles C3.10
, ,„
, ,
. ,
, K. ,
- 4,,A
.. - 4
'-'A
, ,,, ‘, ',
---' - ata. \ \'. ' \ 36 ' Wi\\, ,
,,
, ' t 782-4101, l 3:i, 1 cz, , 1- i , , , ,, 1 1 1,, 1 i t INITIAL PHASE CONSTRUCTION SEQUENCE
, o
.--- ' -- ---- ‘ \-- t-- \ ; , '. ,Illr i ; 11.. 11. 11 .1i II ] 1 I HI ' 1., i iiHii ,,j
1 \ \ --., . '' ... ,
, ,
' , 111, 11tr 1 ;1 r 'i ill Ili 1 ,111', Ii '
' ''''....- • „t- _ _ _____ t ., --b7---- Mecklenburg County LUESA.Obtain NCDOT Driveway Permit in
, . ‘`SM V , Ml-ill1111 1111 ,1111111J11 ,111 \111\ 111\ ,ve rcaognef e r(eCnOcCe)wf ri tohrathNeC Df 0E,C),0,w i n g
„ t ___ 2. sAeptp rou vpa I.°nO botno_i ns itCee rtp ri fei c_octoi onns trouf' \ \\ %• \ --------'./KV ..,
K' BLACK RHINO 4 departments: (The territory for cintCsi:pectors is listed on this sheet):
-F_DLDINGS,--LL-C-__ _ ---------,--11',\ ,, . '\/71.71 \ ,,, '--„ ____ ___ -
•! 1 1 ,
,
' , ,
,, * , LUESA Erosion Control Inspector, Matthews Engineer, Landscape
,,,,,,t t
1'
D.B. 32246, P. 668 ' \ % .. , \_.•'....---- "--k\.4 „ Manager and Planning Department, Land Development Inspector
and Zoning Inspector. Failure to schedule such conference 48
''' '. .10 ' ;7----, ,1 1 i , 1 ',1 1 1, , , m , it 1 1 1, i 1 l 1 1
,
ZONING:-bb=3----- _ ________ _____________3 ' ,- V\ '''• ,
77 73 WI"•' , „
, - __
'-\ \(4, 1 I 1$1 I I I I., 1 HI 1 I', 1 1 HI I I 1,, 1 1 hours prior to ony land disturbing activity is subject to fine,
\.... ‘ _- '`,., -\ - . 71
' , 's (fr/iik\ , . * ' l' ILI I * 1 11 l' I 11 11, 1 11 '1 1 ,1 1 III 1 3. Install tree protection, silt fence,construction entrance with tire
-- , ,_:1_79t .--- ----- tildir% A'',Ii- -1-+-ri +-1' 4 1--I-+-I-4 4,1--F-14-[-I-41 - -1- wash, sediment basin, diversion dthes,tree protection,and
,,..
. fr\„ ....- -„Itt
.14$ ,
' ' '", 1, I I 1$11 I, 1 1 \I I I\ I 1 ',I I I ,,, I ,I I I '',1 1 other rneasures as shown on plans,clearing only as necessary to 4
,
, ,
_______ . ,
- _ „ ,
_ , \ 4,,,,, ‘k';:;i:7gl'i'§2.„ , s.'''' . \ \ \\,,,,,,,„, _ , xe‘ k ,
. \--;„,-- -- lik .-1110Plx,\ ; \NI 1\ 1 1 [ 4 rt [ 1 0 1 1 1 1 ',I I I 1 1 k NI 1 1 I install these devices.
, „ --- 4, .ktlit,,,f_,t 1,, ..K.i.,s1s-----K,s4,11111111„ 11.L.,, IIIIII 11.-I It.,41 4. Coll for on-site inspection by Inspector.When approved, Inspector-, .. AN at „,,f
„ ..--- issues the Grading Permit and clearing and grubbing may begin. 1
,
\\t0i, ''.',\ ..772.56 s
,S1* __%-_ -,, \s ', \
, ,,,,,..
. __ _.__..-11''--- .
, i
. N , 1 ,,,, ,-, .-- -,-,; % ge . 1'!''.' 5. The contractor shall diligently and continuously maintain all
,
,
_
Ex.Telephone Pedestal ,,, \ \\\ -‘-. '‘ 5 -k\m\
, „ \\\ \__ \_ \\\ '''''., -- .
. ' ,‘,..____f 77,,. ', / ,,,___ ,
erosion control devices and structures.
t„-'' . - ' ' \' g
_
--P, 1; 1 *1 1 It 1 1 tl I I ,1 I I 1 I Ill 6. Stabilize site as areas are brought to finished grade.
.„
, ' (( ' F44..- 111: 11*111, 11 ,111 \111 ,,111111 ,1 EI
\
V
,--) \% . . -
...'"....--
_
, 7. Coordinate with Erosion Control Inspector prior to removal of
' ' °
z - 4• ...; -., , , ...i-Als -\ . \,., \\ IL 1 1 1 V 1 _k 1 i 1 _k 1 _k 1 1 1 d el
erosion control rneasures.,
. ,.767.69 '. opt.P-7 •---, ', ,111-t-i- -r-1 i -1-t,-I- -- 1- . En)-f-it
„------ . c 8, All erosion control rneasures shall be constructed in accordance
,__ ... 11 ,%11,111, 11J, 11k11.,1E. 1 ,1
-116. . with the N.C. Erosion and Sediment Control Planning and Design
', .....
,,,,...., __ _
.-..t ',I I I 1 ,1 1 1 1 1 1 I t 1 I It 1 1 1, 1 1 1 il 'ill 8
_ _ ..-
, ----775- -, ..," KY.,' t I 1 11 * 1 ,I I I,,1 I I t I 1 I, I 1 it M 1 11 Manual, U.S. Dept. of Agriculture, Mecklenburg County Erosion F-,L4
,
\ \ \ \ ,_ t „,,,,, --- DI rnOerndtinasntacend,oardnds.the Charlotte-Mecklenburg Land
,
, t . ,\ 1
/... , ,
„- ,! 1 ' E.!g 4
.- .
______ _______---- .1-1 -- .-- . ;: ;
iv) ;
, - .. • ; -----' „' * ; ;,
,-- „--- - , ^I..)
, ,
- _____--- --
• ih\:\ 0.65 A., kt>, _ - 'N\ y' - I * i ,r fr, ., 9. For phased erosion control plans,contractor shall meet with go 4 g.. ,
„ I -1-0' Erosion Control Inspector prior to comrnencing with each phase
Agt \_A‘\ \ k`r,,\ s''',''''' ____,t ----': ‘ 'S.letg°:ILIZt3 ------- „___,_
,
`, _, . Diversion Ditch 1 ,, lat 011 V • III 1, li" 1" 1 1111 MI,4 r''4 ‘.../.,
‘, ----
'(',,' ..• ,- '
\ \ ' '\ \‘ ____ -Draina e Limits •, ---- __ ,---1-- , If' - , , , ,,, i , , , , , izi .. g,1,
‘, (1.88 M) SEDIMENT BASIN 1 El.:8 E-1
.-- -.ft t\H, ,,..-
,,, „ ,, Skimmer Sediment Basin(See Detail Sheet C3.10)
1 ,,,,, 1%1 Drainage Area=4.05 cc
‘ , \\,,, .7---- Prop.Rock Check Dam(1 per 100 LF)(Typ.) _ ----" _
-- - IL, Disturbed Area=4.05 ac
2-1
(El 763.00) a•E.4." ,- PRroeqvuidir.edd sSttooraraggee vVoolluurnmee 0(4t.OD5ewaotc:ri1,n139000:fv):177,289209/f
••i „- ,---:-.':-.,„ ,
' ,
, ,,,
, .,,,,,....
. ...- , rL E-', °c4
z 1c7
', , ''0 \ - , 765 53. , ..-- ----
! !!f:!'g -, 2- 0,-"Ni% \,--" ,;(' '%&,. ...„
‘ - \ \ 4•' ________ , --------- .--- - •''''
_.-----
'','P• U
A,•••„, _... -
, , --------- --N-, ' . „ - , i
,---1-1\1 I I 1, 1 N„,,1_,LI 1 I I/ I I 1 I ! 10-yr Q=(0.66.5.84.4.05)= 15.61 cfs
,
‘, , ' Prop.Silt Fence(Typ.) .„- ._- .
_.- ,, -.-,.
7•"'' CA I:4
.„-
_______________ \‘.1, ,,l,,, 7766:i____
, \ \t-\ ', -.; \ ., -.\_, c't, ' „ . t 01\ ' 1-€-*-11i---1-"-ify;1E-r- 1.1 ,ri I Required Surface Area(15.61 cfs.435 sf)=6,790 sf
„---"- - -
C' ......W•4
,, ' : --- _. --_____ , --' 4 \x l 1 I A , IL_,H_I, i_ I, i I I /I, L. Provided Surface Area at Dewatering Volume Elev.=7,030 sf(El 763.00)
, _,,,, \ _ \, -„‘\, %,, \770_____
.., Faircloth Skimmer(Inv:761.00)=2.5"w/1.9"Diameter Orifice
_
- __._
Prop.Tree Protection Fence(Typ.) ._---- _,.....
''. 71." llik\ \I-\\\ •\\\i''\ 1:111;\1:1-111 11111':II 'ill' III /11 111 III III/ III I/ (2 Days to Drain) Et'Li CC W4
.. ,
_ --
, , _\____ -4,,, ,,,,\', \'\* '''., \ ....„„, 0
Devotion Area Volume Sum Cumul.Volume :
__..,
2.54 WC,„(DEED)
.i 1 1 11. I I l l'•I 1 1 I 1 '1 (Feet) (SF) (CF) Sum(CF) gl
...... ', ''' . .''''-„,, \ , ,\ 767.86 -________ . ---
-
.------ • -
•
760.00 4,888
ZONING: R-3, , \ \ .v Prop.Diversion Ditch 1,.--
- s, - 'I\ / $ _
7--- CI\ IV, % ' -a \----„__ ______ „-'
. , N ,,-- . -- --- - -_,
Diversion Ditch 2 711t.rErgiii ‘,•\ - 761.00 5,578 5,233 5,233 OU'' .ste4
la=
762.00 6,292 5,935 11,168
. Drainage Limits ,
-.. . ,..;,,, ,ds \-- IL,L ±-1- 4-1—+A -i--4, 763.00 7,030 6,661 17,829 C) 4
. ,
'''' A I. ii Hiliiiiiiji 764.00 7,786 7,407 25,236 la=',.., , • ,,, , ., ,
764,, 1 \ ''
.IcAtk\v '. ' \ / ,-\‘• _ , ,„ 1111,0" \ . ' i I 1 141 I I I I I I I
,,
765.00 8,570 8,178 33,414, -
\ II/fit> ,
11 ,141111 / I
„ , , t.• ,
, ., .
'
' ', ,,, ,,, tt..
\ \ \ '. \ ' „„,-.. Sediment Basin 1 Drainage Area=4.05 Ac AO. .'-' \, ; , : ' Total 33,414
Prop.Sediment Basin 1-- ,'
, , , \ , ,bolts of Fold Run Topo N-7;6'38 4 \lit 2 , Ilime/m=ameim•
a_ ‘, ,, ,, 'Prop.Diversion Ditch 3 _,-- , __1657-„ Top Dee:765.00_
,\.,•\ ..\ ll\ .2 Y .\.._
t \6 -Riser Elev:763.00 4 ' 2e11,i
'
L,,
Volume of Basin= 17,829 ft'(0 Dewatering Elevation)' \ -- ,..--,--.II.-
Volume to Be Detained<Volume of Basin(0 Dewatering Elevation)
, , , rop. 10'Spillway(they:764.00) - Bottom Elev:760.00 1 ; (,----H-\,,Hiii ,iiiiiii k .g.„V
.... -
_
\‘' \*4 \ '4/ _- ,-,,. ,,..__ __P„Prop.Skimmer(Inv:761.00) '- ...._ ."419* -,\ i II/ Il 1 Il Iy,''Il II Il 1 Al 1 Il
„ it
It • '3\I 33 • 1--I + 4 #--41 " 13-74 I- 7,290 ft.< 17,829 ft.
Oil
,_,,,
.__.„, \ \ -- ' l''\ IP -- - `'......-- '".....r - :ir ' Prop-Bane(TYP.) - •----- ',',\I• 's s1;', 1 I I/ 1 I I I.•''I 1 1 1 5
,
----- ----- ---\, \ I ---76..- ----.••••••763.62-r — , _...... ),......,, ir,,,,.erRoicok CLhoeck Darn 7.,.. _',\ :,,\N I, 1 ,IIIII,.1111 11`TI'l
,,
0 MP.) , \ , SS.-_,-W I h±,I 1 i 1 in 1 i I A ill E
Prop.Tree Protection Fence(Typ.)'. 1 \ 1!1'.• al..I . , , ,'•
, 'S _,,,' 1•Atfa• I gliifidi'
, , , „ , „ , , , , „ ,, , A I ----- -"-- 764 66:-----="'"'
; ...---- ----
\/,, / 763.93 ./1, _ .., \ _ Ilk_ . ,. -- ' ' • ,,\''
, —...— -..__:..-----.0=1=765.75 -,766.40. i• ;----1 1 l 1 1 1 ;1 1 I I ,1 I
_,....„._...., , , (_...___..,:. ... I I ;1 1 1 1( 1 1 1 1 (1 1 III°
\ — -..A/' KZ ' ! . A-26-:d‘rojL,\ 1
,
H ; ii!!! ) -, l' "N„.,._---—''',--Prop.Inlet Protection--(Typ.) ' ,,3__--, __•
__Prop.Riser • • - '''Prop.5'Berm Prop Diversion Ditch 2‘, ,- -wows _11 1; , _j_ -. \ El I 13-3
i ,,,„ . ---- -, \ II ./ .
„,,,,---------- - ..... ---
.. d. N VIEET C3.1 - - EET C3.2 SHEET KEY
DATE
Prop.Silt Fence(Typ.) 44 Prop.Temporary Storm Conneetion,,,r,Amtikki,14% ':', ,__illiftlISW.,,... .,.. .
_________„•___ !
.,
,, ...r.-7,7__ .4414,,- i.0.- - , ''S.,--•760.54- _ -----57----_,•_____-- __ - _ ----- _, - , \ March18,2021
, .
'
":4_41UtP ,.... ---1--1_, • !!...._-!•••• 1
--.Ailk '' 600 ,,,e• • '--- --1--/1166' '-- '-----221"------_--,,,-•!.--_-_-7,=_=_----,,-:--_-:-,.-__,.:r__::,- _-_:- ----- -,,,,„„„__?_'_,-_________---, i iftriyAirl\ . o ---- •, SCALE
' R/W 15 --'''''.7e'4.,--..1'.-,,'/Tel-_-_-_-_-_-:-L'EL-;LE"-:-...1:-..--..-•-111-1.-------:-.1-S. - _____________________________________TT:--.:_-_-_-_1--r-':1-.7:1--Ziff-------------751:17------------------- ::-_-_-±"""r_r_r_1--="r"r--":_::------------_ _____-_-_-_-----_-_-_-- _______-10-1.."..1-727-f L,,-_-_?-_,-__-__-__-__750.-__:_y__=ii,„_-„_:_-„_____,
- - - • ' '-0/,';----;-:-------------_-----_-_-_-_--_-:-----z-----,-_-_,-_,-_,-_-_-_-_-_„,.- .„ , ------ _.7--,
„.
- -- ---- - - I 1 / -:::•', ',STM—
fp-miir-al-m-m ••=. ---
, i I ,, ‘,.- ,/1 • r , ,,,-- - 7 7co" - JOB NO.
I f I tor ,--1 • ‘,.,..„. • (1,- / I 11
N-4,,,; ;it , , 1
...;' ,..:•EVANS ‘...''V% tt, 06,611,111111111/1, 2019-1335
1 Prop.Filter Sock „s`s::‘‘ Y:.,S ,/,_• „,,PS 'Sf.'•1•?C2•4;/
-1--- AI . 4,07. ' . i ft,,..;I:ii:F,
!
%' / ---' iillIzainC:RP.3"7 i ! I 'mita -, • ',, ',, ..,„„-'iHH 1 Class B Buffer ' GRAPHIC SCALE
, 1
010 o . MECHWART • - a .R, . ,
56.25'with fence) ,,!____ii I MATCH LINE SEE SHEET C3.3 0 20 40
,i, 111 MI. • • -1 ---11--•„•, 111 ,B3)1 .1• 11.1.,1, • • • , • • I• • • • • • • • • • • • • • • • • • • • • • ER i HAMBLETON Se 161 .-- I SEAL
1 I•=. SHEET
a.frfilf 1.'.. I \ I Ex. Retaining Wall Fi.72.,1 TILTON,INC ig,:-.E _ ; 45-thRi.ca.,Ip ,
06,57-04,0 ,...5
F-1016. T,....fi „..... s
.,0:se.soF 1,:"._________ '-,6:p",4,G11.0.1..•••-1/4,,i'•
. Prop.Inlet ProMction(Typ.) ,',:,,, i,1111 , , l
1 Inch=40 feet C3.1
‘, 1 \ 1 I
,,iit ____ ,,,,,____ ___
, ORy
/ 1,,, -'-'---7-------- •
, , ,AitssioA,....4;,„„

LEGEND
PROPOSED
SA Storm Sewer
• Outlet Control Structure
• Storm Manhole
EROSION A.SEDIMENT CONTROI
- • — • — • - Limits of Drainage Area
%I j ! ■ ■ Limits of Disturbance
—000 Contours
^ ^ / ^' ,
h ' 0 • e a M N o d,h "� - SF Silt Fence C
n n n ^ n o n -------------------- 0 O O Tree Protection Fence ,n
X X Baffle
____________ ____________________ P P Diversion Ditch ,
� __-_______;"_____ __ ® Silt Fence Outlet
1
# - III to 'v} N d _ __ __ - f Inlet Protection
T I,T ,F 7`7 I ;TT 77 ITr 1='fi-r V,l`I YII �+ ' •^ _ o
�� I;�L `�` { . Concrete Washout
E
q�s':..� �'�, Construction Entrance c
f^ ^CI 'ly�, cc '- I See Sheet C2.0 For Existing Conditions Legend f
0
1 I 1.1 III I II I I Ex. Light Pole(tYP)-I I ;I■I ,II, T `
1 1 1■1 1 1 1 1 1l 1 I 11 I 1 1 1 1 ;1 1(I�,I /II I DETAIL REFERENCE TABLE
6 DETAIL REFERENCF DETAIL NAME SHEET NUMBER
1
Prop.Tree Protection Fence(Typ.) / ./ .-�I --- Construction Entrance C3.9
Ex Tree(typ) L �i !,
r� '�I 1--'`
\1 , — /11 © Concrete Washout C3.9
III / '', J; 1 , '-4l�„- --I, i ,_.0---
_�`` '- f © Silt Fence C3.9
I 1�1 1 6 ` 4: 1,' • ❑fl Silt Fence Outlet C3.9 Z
` Tree Protection Fence C3.9
_ "- III_ , 1=1Inlet Protection C3.9 yl
'r-T TI r --1-1-r rt ` la �� o v> b ` © Silt Ditch C3.10
( ', wo
I//�[j� H Skimmer Sediment Basin C3.10
Y/�A .i 1 1 i 1 I kl ' �l
✓�Le ;I y' '�s� 1 O Baffles C3.10
m ��I 1 1 I 1 1 I I 11 I, Pr
o,
g'
q 0
w
5 r o
I I I �, � W 1,{ Prop.Concrete Washout INITIAL PH CONSTRUCTIONS SEQUENCE 1 ht - PHASE EQU p
I I 1', 1 1 11 1 r% op.Construction Entrance \`, _
--1' -1 I. T,"1-'+'-'13�- -� +`1 1I ,;; 0 1. Obtain Grad ng/Eroson Control Plan approval from the
'',I '. I', I, '•I '.I ■ III` 1\ --- may:,`,� ` - Mecklenburg County LUESA.Obtain NCDOT Driveway Permit y;
',1 III 1 1 1'. 1 1 f, 1 1 '',I 1 1 1'1 N p \ \, \' _ Approval.Obtain Certification of Coverage(COC)from NCDEO.
S I'. I mQ�n /'`, \\ 2. Set up a -site pre-construction conference with the following
■ I o■o- _ • Prop.Inlet Protecton(Typ.) �-- - departments: The territoryfor inspectors s listed on this sheet
P
c■a ��_ i.. 7` - -" __ LUESA Erosion Control Inspector, Matthews Engneer, Landscape
N,N �; \ -k-' Manager and Planning Department, Land Development Inspector
0 0
and Zonin Ins ector. Failure to schedule such conference 48
Z
hours or to a land dlsturbin act vit sub'ect to fine.
I I\'I I I'� I pri ny g y is I
I I'' I I I'� I I I 1 11 '• o o -
6 -- 3. Install tree protection, silt fence,construction entrance,with fire
r;.�.
I wash sediment basin diversion ditches tree protection,and
d 8 ';I I'• I 1 'I E'E - ---. \ • other m shown on plans,clearing only as necessary to d
{�I 1 1 1 '`,I 1 1 I'`, 1 1 �■� ,11 install these devices. -
1-4
4. Call for on-site inspection by Inspector.When approved, Inspector O a
n
S ` s the Grading Permit and clearing and grubbing may begin.
NI
4 W ■° C
5 The issues
shall diligently and continuously maintain all U
Ex. Li ht Pole t m ■� � `1.•`. control devices and structures. O
x
I'. 'J S■fi \, \ �x ,� '�' ',� 6 Stabilize site a e brought to finished grade. F a+
•I I�I I', , II Ex. Ditch t >./ 7. Coordinate with Erosion a Control Inspectorm 0' (~
{ 1, (vP) o prior to removal of O
11 I'! ,I II II 1 I � - control m r . 'Z W Z
rn -- - 1' I T n
f ,3 8. All e control m shall be constructed in accordance
w O
I I ' 0 F I I I O I I'• I I ■ I'Z 1 1 iAEE� with the N.C. sandr Sediment Control Planning and Design
U
I', 1 F" �'1 1 1 ',I 1 1 I 1 I I 1 I, 1 I IIII s \ t 9" W z
w I� W 'I 11 ;\\`A \\ �'` xp ` `',\ Manual U.S. Dept. of Agriculture, Mecklenburg County Erosion Q W E.
'`.,` Control Ordinance and the Charlotte Mecklenburg Land Fig A Z
\ u, i, `s Development Standards v.H7 W
F r h r l n h II m wi h
W
\ 9 o p used a coot o pa s,contractors eet t V'
■ A;
a
O
z
I
Erosion Control sins ector or to comment with each hose
Fw W '1('''--� P Prl In9 P
Irn 1 1 t 1 I I J \ •I �' PG
1 ICI '1I h of erosion control measures. pa A
•
•
l
W ■ ■•`. ', �`. �'L'm is of Distu b •
I ,,I II, 1 1'', 1'1 1 G, d 1 \., \ = 21.86AC. WC W
I I 'I
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I � I O
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o Prop.Inlet Protection(Typ.) �s . ________ 2 m
.I I I ,I I I I I a % \ '', ` N '. .►` ,D.B•.3714,',P,`44s;, P
=1;'1 I 1 I /1 I 1 I 1 I 1 I ,I I I i i ill W ^ ' ":-:�`?`s ------7ss ", \ - t `�ONIN6: R'1 MFfQQ --- /r°. -
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I I %I I I; I I I ;-Y_', ° � �- - ,,,,,,,,,,,:::,:::,:,,,,:E,
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a � -SF ' - �/ 6 / vi3, \�. \ DATE
- i
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2-,r: mp,, �- _____ FW --xs s _ems__"_ March , 21
_ --__ - `� _- —FW ��-�5�---"-j4g- \x \, ( 1 , '`. I 18 20
' 40 W+ "m.__ " �\ 1 `� ' SHEET C33 SHEET C3A I$
d
,
•
SCALE
-_ µ `- — _
.-' -_ _ ._"1. 1�- wn„ __.. Ai— —ST1d-/� —sTM STM'— .;,'. ' \`. �' "� .-�\
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Prop.Filter Sock 1 / d ♦4� trio `-'y('',
1`. \\ J} `. 30B NO.
Hii. L.
o �sry\a sTM .� 1l %1 i t 2019-1335
Rp/ R'
l 2 v\ "ZN CA 11 °�"H ca o,'o
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tlillit.
'o.litil'
iM ■ ■ ■ ._' _ '.'■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - 411r ��4�\ • \ .. , ,■,., TILTON•INC j= U4r9-03 1! /n MATCH LINE SEE SHEET C3.4 �. . � '�� 't �,� .Ex. can�ret Ditn (tl ': - No.F-I016i,�Q? - oese-ua:go _< /'1TRACTS1AND2 0 ,+/( a '. ^.` / C�.�
WESTCORE CHARLOTTE, LLC �'; 1Inch=40 feet �' .•� c9'' NGINEF-R+'�.��
r ■� LOT 1 �, // /�� �Sz. \ �J , _�� /, 'a:� , '-'qTF OF P\S\s '�` "F�HY�M.6� O•
IY - , ,,, _ - :< 7 \ a, \ '` `i ` ',:';Z•;;1;- \`' niin troll inolo,.

Temporary Diversion Berms
LEGEND
Bottom Top of Bank Depth,D Ditch Side Ditch Length, Drainage Design Q10 Avg.Ditch Temporary Ditch Lining PROPOSED
Ditch Name Width,B(ft) Width,W(ft) (ft) Slope L(ft) Area(Acre) (cfa) Slope(R) Type Notes
SfM Storm Sewer
Berm 1 2' 2' 1.5' 2:1 437' 0.89 4.12 3.43% Straw with Net (See Report for Calculations) •
Outlet Control Structure
• Storm Manhole
Berm 2 2' 2' 1.5' 2:1 202' 0.42 1.94 3.1% Straw with Net (See Report for Calculations)
EROSION,F SEDIMENT f,ONTROI
�T Note:Contractor to repair any damaged amen of the Temporary Lining during Permanent Stabilization.Erosion Control Matting to be NAG SC250 or Approved Equivalent - . - . - . - Limits of Drainage Area
I TONY q.WOODWARD 1 1 II 4y� I j �`SB• 1�nr " I ■ ■ Limits of Disturbance
5.62 AC. (l)E�D) 1 f j �;h'�,�bj ■ I Prop.Filter Sock -000 Contours
ZONING:R P.
'987 1 I ���iii t ,`•� Class B Buffer SF Silt Fence ,'ir
�� r � ='" 1 A (75' or 56.25'with fence) 1 h . ■ I� MATCH LINE SEE SHEET C31 0 0 o ee Protection Fence
ENNEENNEEN
mim
NE
le
%� ---1-*-rProp.InletProtection yp) x- Retaining all e X e X Diversion Ditch
Pew' I - I'IF .-_-74$ ® Silt Fence Outlet
f�
P n (T 1 � ��4� - ---- _ ��--- ____-_ Inlet Protection
_ z
_� 1 _' S_ ;,u- a�• '� l Concrete Washout
1 _ ir. it
//(Z 1 g
� � Construction Entrance
759.05 _-
I 1 I•`, ('I SS., See Sheet C2.0 For Existing Conditions Legend
_ _____- ---.- I m _ - x. g Pole p
` 3
i 1
�� - y .„'� ,� tin Lee `g
4 r^
I
f 1J'`,r
II -- - - Block D DETAIL REFERENCE TABLE C
Ex. Fence t 7 •5. L• DETAIL REFERENCE
757 ( - - - Ex. g Pole(YP) SHEET ER
■••' _ YP) w 11-, Light e t
\�S ■-� OB -' 7 DTAL Construction NAA4E Entrance FET 3 NUMBER
` �P ) 1 ■• Ex.Tree Line(typ) �'- -] © Concrete Washout C3.9
Silt
_w: --- r - Ex Stm Strip Drain (YP) Fence
( tri m t O Silt Fence Otlet•1' : •t'755 '� w
�•, �`/ • r-e - Skimmer Sediment Basin
EI
--- >\ ❑I Baffles C3 10
�WMi --i\ >S� I 4 _ 1E� H H
1x ' 1 75314 s '0 • 0 11 INITIAL PHASE CONSTRUCTION SEQUENCE D
>4 1 Prop.Tree Protection ;y�\"_70.4'\ 0 1. Obtain Grading/Erosion Control Plan approval from the =
`-_ ` 1 �•` Fence(Typ.) '''( •`. Mecklenburg County LUESA.Obtain NCDOT Driveway Permit yt
_ ■+ Prop.Silt Fence ° \,\rr \ \ = Approval.Obtain Certification of Coverage(COC)from NCDEQ.
'Limits of Disturbance ■• (TYP•) M. \\• X- rX� 2. Set up a -site pre-construction conference with the following
- .,` `, ri.] •' \ - ■* departments:n
on me territo for t e listed on this sneer
LINDA F. BIANOHARD••, •,, = 21.86 AC. ■i �f ',',, .\ \ `_-- I'• • ( territory inspectors ):
--"3,095 AC`,(DEED)•, - ■./ J 5� \ ■ LUESA( h, p/ 50 ,'I�� __ p7 31 \ � ' ' I g_�` I �= tor. Failure to schedule such conference 48
/-_ �, }\ , =� ■ hours prior to any land disturbing activity is subject to fine
4¢
�o "
Install tree Protection, silt fence,construction entrance,with u
`\ _ _"
__,--_ 0.9."____ Block C own o plans,ties g y s necessary o
1 `
re
\_, �� �' _ ■ wash, sediment basin, diversion ditches,tree protection,and
_ _ 1, \\\ '-- other measures as shown Ian only t d �-'
4z"t" ' (' 4r' l� \ �k5:%" install these devices. n a sar -a
-., -,_- - Prop.Filter Sock 4. Call for on-site inspection byInspector.When ved, Inspector
j1 745.99 -74g \'•, Qapproved, O a
�t� __--•) ,1 •\\\ \` i � M s the Grading Permit and clearing and grubbing may begin. yx a
n '•>g0 1 740-t 1 \ '�\ \'•• 3 C,) 5 The issues
shall diligently and continuously maintain all CV
\ •\ `� 745 ■tE. erosion control deuces and structures i. 0
1t \\ \ -".` t W 6 Stabilize site a areas re brought to finished grade F H
39 • fol Z
a`
$ 73P�LI '.1y1 `�1' \, � 7. Coordinate with s Erosion are
Inspector prior to removal of
c> _ _73'/' II. �. _-- �� �' V] era control me r '�L �.7� O
Al
be
in
- _ "-_>6_ ,-741.84. 7 - 1 ,• �\ \\`- y�y� 8 wllth theoN.C. Erosonn control e andr Sedes iment Controlr Planning and accordance
W'�
�74394 \\ It
Manual U.S. Dept of Agriculture, Mecklenburg Count^Eros on F W
Sediment Basin 2 ,\��"" \`\ •,�`\' Charlotte-Mecklenburg a d
U
y" „ 3$ 7q0 zA W
4�
un
735-" - Drainage Area=2.29 Ac 747 w - ` ■ GNU
,/� ---- '/ � \ ,� ■� Control Ordnance and tL
,.1 ���'rfr/QQQ///, .�,,•, Development Standards
11
9 For phased erosion control plans,contractor shall meet with �j 5
Prop.Divesion - \q\\` I•, x Erosion Control Inspector to commencing with each phase a Q 4 g
'F f �� 1 7 74s ,1'\ \\ �� - C.) of erosion control Pec or rpr or c ng P Q q O A
a ,
- Prop. 18"Slope Drain -45 - 742.33` -d l' measures. W O
738 49'.`. f
I , (Drainage Area=0.88 Ac) -744-- 'id\
I _ v� A \ �_� � SEDIMENT BASIN z(INITIAL) a��
�,�`.-',,• ��� rI„ � -�� I F w F
_ _ I
- y Skimmer Sediment Basin(See Detail Sheet C3.10)
-_ ___ 7q2_--_--_ -_-- f f\ Prop.Inlet Protection(TYP•) _ ■ Drainage Area e 2.29 cc ai �/ Z
730..,
m t I 747- Disturbed -•, �� \ �\ Di u ed Area 2.29 ac w F W 0
Required Storage Volume(2.29•�•,, 733- - � ` Provided Storage Volume at Dewatering0 Ele0 a=45,924ccf(El 726.00) Z a
- ,- ". • •, I
] _ - �3g D-- 1 - -_ ■-.Prop.D'wereion Berm2 740.35/P � /3> �!_ ,, -_"_ _ ) _______-----
___________--------------
__ ___ _ "".:; Provided
Required_(0 6 2( (10.63 da 435 af)=4,622 of O E•�i
•
3 �. ✓ /,_ _ + ____ __ ____ __ ____________________ _ _ _ __��"'74__ "_- Bring Volumesf(El .00) W
�, 2S•" ._ I• - >3 _-- ) ------ _ - --- - __ ---- --- ------ Fa�abth Skimmeral.5"w a1.4"Diameter Orifice 3 Days to Drain)8 OU 0
•.\ = 73 j�\ ## h ,tom m '4
'� - 2 �fi�� ��f�r�,f#� �f�*�� ��� �� r'7T rf Elevation Area alums Su Cumul.Volume
E - I'_---_-' 12, 3z z - /-Sj- 11 I ") 1 1 1 1 1 "� I I l I ��ro I liii (Feet) (SF) (CF) Sum(CF)
I
I 1�
• \� I I I I I I I I I I I I I I I I C
Ex.Tree(tYP)►'• �'' I�1�'', jjj �`j�ykegb�'�-_� _�' _ _ 72300 11,600 5198 5198
I 729
/,. '-.___ �` prop. 12"Slope Dra O W 1 � � a
1-4
v - - 'D / ------- 725.00 14,227 13,557 30998
727.7e� j l� p. �� °
, V (rainage Aroa 0.42 sp� �� �' ■ ��
1 -""" �, �/
YY �� _ �\
v' � (1 / � _ I I I�h _ I I I I I I
"--726-"- -�-�_,-___-- / \ \ I � I���,�`I T IIMi�,1� J�I 1`•,I I •I I'',I LST^)',-r �' 72400 12888 12243 17441
'- - -� r r` � �.�.:A�\9 Prop.Baffles yp.) /) ��� ��ll I �I I I I )�I I I I I I I I I I 1�iM; 728 00 15 828 14 927 45 924 LFy
. Prop.Double Row High Hazard SiB Fence Limits i '\C"`�t7 \, \ 7. _ �-`� -i- 727.00 17,081 16,353 62,278 U Z+
° •O- - _"______" ___✓ Y \ \, \ >36. / Ts -- '- - 1 728.00 18592 7837 80114
s ' _- , \ r \ \ wy-� 728.25 18,979 14,696 84,811
p ..- 1 __ 723- A ,, __-----'7\ \\ \ ___Z - sani� ���SAN� \ 1 \ N'}'_-- - Total 84.811
I I \ .`. -V •';j C--.,A ` r�3s. A�\\ 4--- '\-\ . ..., - � � i"`�- Volume of Basin-45,924It3(o Dewaterng Elevation) m
Prop.Tree Protection Fence(Typ.) I _" - x \ , \ \ G�/ S'AN - t P,-m,Y .
r ( SI x a �ZfF"I6 'r\ \ .4 -\ \v v /'\\, \\ _4 `,�/ - '� -E 1 RPrE:74N--,. >4 �■ Volum Volume Detainedf�Volume of Basin(®Dewatering Elevation) py'�
\ 12 �, \ �\ y y C"f \`;,Y,) - 'I t`0 T 11gOND -sue=_ 412z as 92a °s•b
'.. ` .2 , i' P SIR Fen ,__ SOLEC gIVA'fG -"`-V - - m5=
,.. 2 \ \ \ \• \ -\ Pro. ro(Typ.) .p.
/ Pro Riser ��\� r/'� - \ Pro f Sediment Basin 2 \ \ \ /'---- �' \� �� ____ �4- _ : -sue.-.- a$,E
F. - •_ o. ) �- -� \� Reer�Elev:7726.00 \ \ / /�,/�r�\.\\ \ „'•,`,_"74tr"'. ____-, _'__-> _-__ _ %'��F.-- ____-______ ,a `° 1 =°o„ g
' .• > -� ,:■ ��i2\ Bottom EI_ev:722.00 \ /� �/� - v. � ' � /_ � - �40-� / c m
- u U �•r .Prop. 1.5"Skimmer(Inv:723,00) \ y� /'--�.-T',, \ \ \>3 _ --`}j • -_____" i I fi
- . �i�I• \1' ;Prop.Emergency Spillway 32'Wide Elev:727.25 v��. ! \ \ \ \ j'� �\,\ --"?--- - s, Prop.Tree Protection Fence(T ----- -- ----- ---------___ --" - Igi
"'2
.-'.-- P p ap L �uiir�u= % jj -'-;--0.--
€ S Ex.Guardrail t
r `
I .: I - 1; !'��.�u.�..��:,'i ., \\ v: %"-/''1 \ \ \ >J. t` y:ii \(-- �� s-n -j----------------- "- ""c:=_"-- _c __-=■---
• r.��!!�,11' �.a_ Tom\ `\ O �I .j a /F 3u nra . ..
I • �\ \ I, ---- __ EET EE alibi!
I ii.•waO1/��Aii ,\ /i� \ \ i \„\ j� W / `jy :Prop._
737.1:....-,---:
J�Lmts of Feld Run Topo - - eI H:�.r('t.l S ET COC3.2
F 1 `.1111rf � � _ 'III; \\\\ \'''l \k^ \ \\ \` 2 \ \\\ �y - %% j�t`/ __=�� ------- - - =--=- ---- --_ _�_2�' \ fa a F__.-- _:_z� E `?J. \ \ __ < ____ . "" DATE
.\ Prop.Double Row High c, @, \` \ \ jam. - n ' -_ \` 1, t .6� ."".Hazard Silt Fence Limits �. \ \ j Class w� /__ _ > _" _ _ ___ -y20--_` _ .,,,, ,,,, \_ \, p\ / \ j r 56Z __ __"_____-_730 "____"- _____ March 21
r --------------- 10oPoetcaneo-aatian \'� ,\ \ \ 'e" - 5 ■
u •r- __--__"-"""- UndisturbedBuffer • `'••• - "/ ` _ -_ --_`„•„`," Pro.Inlet ProteMion ;;% - " _.G14) P rnpa 4- ", `,4•, % _ _ ___"_ ___-" _.,._7 SHEET C3.3 SHEET C3.4y-�''' 18 20/ 4 , - � _"_"--" i _ SCALE
N i �� / �" _-I
\ N
I \
\ W
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' ____ -'__ � ..-� �`.'• -. /9 � �� INTERNATIONAL BUSINESS _ -T ----. /
- ./. '-== ---- „',:•,`,•.:•.`,`.��:•' - - /� MACHiNEsroRPORAT a--- -
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ma n
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o _ ••......:....:.....:.... „ Y �-:;.:-;- _ - _ JOB NO.
- _
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i
■
/ i � / 25,238 AC..(DEED).-
. -i•� .-SOS- '-, ��_______________ •`,•(GIS) '�'�:.,
°' -.zz..:-- _ .. •, `• .. ,-'�-_X '\� �• __ "�'i "_ ___ 2019-1335
' ".DB 322
-'- .---�- ... -- ,. .. ,- Ex.canarete D�tan gvP) ,-' - -- "_- `t <
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o ft
_.. ---=--:_____- �' CAL
:���r•~EVANS� .'pFE
._ .- .- ,rah.. ......... .... ... .. .. ... .. .. ,---,- - _ ,
y
' �` GRAPHICS E •,��y'-, ••ss
0 20 40
eo _ MECHWART _
- :•HAMBLEfON&•iZ - SEAL -
._. .. }�i -- -_ p• �� -rOi .O= - SHEET
\. " / - - • o.F
., "' c'i' - . ." .-'-. _ . � _ �. .� "- "- l Inch=40feet �.�' ...✓ .,9 .NGINEF;,. ice. C3.3
-
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LEGEND
PROPOSED
STM Storm Sewer
• Outlet Control Structure
• Storm Manhole
EROSION A SFOIMENT C,ONTROI
- • - • - • - Limits of Drainage Area
° I '� , -SrP ', �•, - ■ ■ Limits of Disturbance
/ ,Q ___ -000 Contours
`.�'��•�`���', SF Silt Fence
MATCH LINE SEE SHEET C3.2 Ja' 0 0 o Tree Protection Fence
• • 4 • • - - -o .M /:� ''Ml;'�I-' r•''� -x x- Baffle 5
° \y .Ex. Concrete Ditch (typ).
'� TRACTS 1 AND 2 ��/��ti ` �, `�•,.� � 0 O Diversion Ditch
liwiti
WESTTRAC CHARLOTTE. LLC r / ' S„!,;4., ;,` •,`,'`,,'•
%' Ilk r ® Silt Fence Outlet
i 4
or 1 !. w
I
/1 //' T Cam. - % Inlet Protection
o II r• -i� � {� ExGuardra (tYP) Concrete Washout y
/ ; l 1
II 4 Prof.Double Row Htgh,. �� '^•r w� • • _'� a
` Ex.Stm CB Q' _-1 Hazard Silt Fence unite' a 4 � - - `u'
4 fit v.
Rim:746.16 `{ems "�.` .a•; 50•Post Construction :---- �- Construction Entrance
il44.
rgr .,.. i / ' if-
' Inv.0ut:743.87(N) /! E \`, E� \ \ :':,`J N\ .:? ; ( )"""----- l t' G
�; f \ � o? Undisturbed Buffer GIS
nv.In:74395(S) C,11 \�\ ga, i,/ � ��o,;_ - - See Sheet C2.0 For Existing Conditions Legend .
Prop.Tree Protecton Fence(Typ•) '"'�- -.. _
I AI
Block A �'' �-v, 'i 'I _ .' -•d•--- = ,
nr ." DETAIL REFERENCE TABLE
J� ( I '"(/� -n) ` -✓ `�'�•b 'J/' ';� `�' 1:y' ,,�a•- --_-_ -^Y- DETAIL REFERENCE DETAIL NAMSHEET NUMBER
10 / -/ ' -- 1, U� ,�' ,";''"'y;_=` - moo- ___ - ❑WI. � r� ^ ��- I�^ i ,�»'', �<-,-=• ""�",,�,-__-� rt �\� A Construction Entrance C3.9I '''' '''''' '', '' -^."" -_---- �'�_v__-�. © Gancrete WashoutG3.9
- L HIV r�%■■et■ ■f■■,f--�I •i ___"_ -- C Silt Fence C3.9
��•' ' ' • �'Prop•Silt Fence
J_, I ,'IL-,' 1_ ■__ "���� '�• ', - _"____=_ __ ____{ n Silt e octet cis
1 l �; fl II Silt Fence Droinage'- _ , (Typ•) """ ____ ___________{ ❑ e
_ _ El
Tree Protection Fence C3.9
litOT f: \ .a� I i - lr II; Area=o.ea Ac. \ _
� �'l (900 LF of 51t Fence) '/l ',`', _ ____-_---__. El
Inlet Protection C3.9 w
r� �. - 101 moo' +�I I,'`, �� °_`==
1 -- J 4 r �,•''; \7 G Silt Ditch C3.10
i I_ - ,,�-� +•=-- --- -- --- I ❑H Skimmer Sediment Basin C3.10 N
1;
Q I Baffles C3.10
Ex. stm GB - (1;4/4" ,-Rim:745.80 R � .. �� ,,,,,,,\ , ,,,,,,,
, 1 ^ - ,rT
�J ',Pr Tr 1 , , �''11Pr� '�I'n
INITIAL PHASE CONSTRUCTION SEQUENCEInv.0ut:744.35(N) � � I ;'� oP• ee otectop
_ �•' - / �(_ _')) ((�• �)). Fence 1
t
,,,,,„.„.(:, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,,)
\ a
- :; i1r1f 1. Obtain Grading/Erosion Erosion Control Plan approval from the
I
'a -- I 1 I 9/ PPro
.I --------- \ Prop.Tree Protection Fence(Typ.),;� _ IA; Mecklenburg Count LUESA.Obtain NCDOT Driveway Permit
__\ -r -- - - � 1 A val.Obtain Certcation of Covers e COC from NCDEO.
�� ;' I 1 �I PPro 9 ( )
-"�• __ ___ _ _ - • t■ I ,'•�•,'•,' \ 2. Set up a -site pre-construction conference with the following
ks •
/ / ` departments:^(rhet territor for inspeot°rs is listed on tnis sneer):
\�=''` J• r - • f •;�W Inspector, Engineer, Landscape
_ • •,O LUESA Erosion Control Ins tor, Matthews En
1 / ),) I n '�' I r - f t" Manager and Planning Department, Land Development Inspector
•I ' - a_j - ..'I"S9 _--�•
1; and Zoning Inspector. Failure to schedule such conference 48
j
/__ - t�'-- __ hours r to a land disturbing activity subject to fine.
� prior any 9 Y is 1
A
a4 211.p
of I',
I; _ n with r 3 Install treeprotection, silt construction entrance t tire
E _-
;11'
lc>;I (6I ash, sediment basin, diversion ditches,tree protection,and
,I - I r,` z
a Block B
other measures shown on plans,clearing only as necessary to d
_ install these devices.
z
( a I
I
_�- 4. Call for o-site ection b Ins ector.When a ed Ins ector
a �l
"" ii -_ ,-'�-" �F-I-�'� ^sP Y P PPro P
° FL
s the^Gradin Permit and clearin and rubbin be i
� - 9 9 9 9 moY 9^- -1 • - - I IJ"
to
I •f aa
I d
�it„.„...„,,_
_ ��•� 5. The econtractor shall dill entl and continuous) aintain all a
'" r--- �- Li 1tsof•Disturban 9 Y Y^� U
Ex. Pav ent Marking(typ) --- \ m� ontrol devices and structures. e
'� a �. ."�� �'',
---j II --- �I �,._" rtl' 1' = 21.86 AC. /t erosion �.
I EI
-7`-- 6. Stabilize control
a e brou ht to finished de. F a,
)37 ;;1', 9 9ra a
wr II II -� --_ -- • 4; 7. Coordinate control
aControl Inspector prior to removal of z z
G of .�4*""_ 1 I- - - All e w O
N �1""- I _--__ '(�/' 8. All a ontrol m shall be c nstructed ordance_ OFUwi h rohsio N.a. r l PI nI -
t t e C Erosions andr Sediment Cont o and Desi
• ____ ing gn
F Ex.Tree(typ) r -_736-- N '1' Manual, U.S. De t. of A rculture, Mecklenbur Count Erosion F ww !�-. r_____
_-_ --_ __ �__,-'. -__,Y� __ ,I I 1 ,u`, '' ', w•' P 9 9 Y d,- ' _- {{ �'`, Control Ordinance,and the Charlotte-Mecklenburg Land F„ /� 'Z
W• "040"-__ t_ -- _ /yyy{{{�'''� �__.___ • •,�/'•• Development Standards. v.H7 A w
w. _ ___ o -"--;o")L" -_ __ -'L_- __-' ___ I i \ , ,,,,,,
9. For phased erosioncontrol plans,contractor shall meet with Ej O
_ •r' --- { , Erosion Control Inspector prior to commencing with each phase a' I.
z r
', --_ } "I{ __ -di 1 dd.- _//__ -- --735- - - '�•y� ```, of erosion control measures. �'a O A
p - .3AF- 1Y ', , , 7 ,, , >,IyI� { II yI - r D U
• fir„ ,'1 _ � - __ 1( L 1 -II _"-734 _-I- �i '7..
�,- ! GTE
■� �;���,I','f; I;' - ° ! ,)I" __ •\. - ___ --- Limits of Field Run Topo,'•, •''' •''•'`';'; °rFj l O
M7 ,;
-_ sa-sa__ ■a■a■-■ ■-■■-■-I*-■■-■ ■■ ld O
7a I { �' -
iz
1 S
a=T r -1� I ;�'r,r/ 11 J rt ��, ti5' F U 00�
�I' -srM \ f 1 y&" WA // sr• siu'= • --L_ -{I J ,- '.- ° �D
li T wS- - Ews '�'+- - -F'� � i5= wsFs _ -II I I �''r '� "-'� 11.--- .� �= �� ,� r�)A --1'l� � x
E 1 Prop.Filter Sock \V'•, ( -� ----Sim-�� / If "" /
q'` ' Ex.water Tank �0 �S o 1ri` ` a,
m lit ""__-744_--- , \'s,'. Ex. Block Bldg. \ rr,�,; • ,•',';�
�'/\ _-414 ■ate ■■■■yt " ', E.
y ��L SrM ¢ x - I N; - Prop.Inlet Protection(TypJ �� Prop.Inlet Protection(Typ.) O�y" U Z
_� E I _
,
. - ;� �.. �', 3a �� �� - . ' SF . SF SF� �
s �-E - __ _ ..._" ".. { ',�, ,, ., 172. ,, ___,____�I �)"' Pro.Double Row Hi h�' _ _ _ ,�p 9--'_"� �}``■''� � �"-- �E.� / . `. .,'` ,n �-- --- --- 11 . 'OLECTRO 7 m a -
ND �-
a SRIV 1(rx>vAT � - _t / • 729 -' P,u,YO■ - 4 �,-_ - __ ---. � _ �-' ,_ '.� ___- .. gm '-, �'. - p_____• - Limits of Field Run To of �__b_-�-- vim 1 � //; ceeitpi
KWa
,Noa
------------- ------- '�- �` -'"-sA4.- "'---"----------------- ""-------------"" ". ..-�' PP' - --- i gli
_ ___ �______________ -__ __.________ ,_."oar 'S'L _ -""_---- "' _- -- ----'-•--- '� -- - � •. '-ir=:--- � .-'gip; �fr
010
. _____ II ._______ ___" ____ ___ "_-____ ______ ____________ ________________ _ �-_____etb '^- �^-Y-:_ ___. ____ �•� :1 SHEET KEY ��
__________________73¢______________._,_-__ _ ET C3.1 S C3.2
__________________ __ _ _.-- . _______________ __- _•
_ '.`ems
° 2o�� G��
a ____ ___ ___.." T�, __ DATE
ter• ________ ___ __ .___...___ p'"
PQ
•
/' (
�y
0 720_ ________ _____________________ _ Ale - -
�, _INFERNITIONAL BUSINESS _ - -
x.Ditch (typ)
,
■ MACHINES CORPORATION _
�` March 18 2021
25.238 AC. (DEED) \ I':D.B. 3225,P. 397 ,--'''.• `�''•� ��--- 1� "---- - _ -11 �O' 'L SHEET C33 SHEET C3A 151
u �.''- _ _ _ _ •.oS
-I
ZONING:R-4 ., -, �``,;`_--______ __�-�� _____________ 9 •\a.'. R__ Concrete h (tYp)" /
m -' _� _ \ --__ _ • I SCALE
_ __ • A",
--._ �` ���,� _ _ _�� ":��:„.•�� _
- a
�,_ __;_,;._;',,"_,;-__-_. MACHINES CORPORATION __, ;_______<-_,_, 4 ' n � �++.. /
w
__" "__________________ __ ____ -. _- ..37.i75 AC. (DEED)
rron D
j ■ ;' _ - - - N0i __ ___ _ '` \_ �s2Be`F �,6: __ ¢ JOB NO.
m - - _\ � _- f n - -- -
w
e� p wCAROrrr "°H CARrn 2019-1335
PAN o"'��,,
0
y , I -°"J - - .
l
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Ex it P � /v R /
�� � ', ', ', � � - -- _ -- _ --.-�� - - - GRAPHIC SCALE 2 •••FE'ssio`•.ti
b - - \ °�O r�EVANS�'y'9v�' `•�`,�OvO A'•9'.
a - An -"__ 0 20 40 eo t MECHWART • c ., '9. �lv 2
o - \; "- - "_--__ \ _ - e HAMBLETON&•'6 E. SEAL
_ - ..` `rOi. .O- _ = SHEET
r ;
"____ -" ____- • 'Ex.Overhead Wires '-\'- _ __ :_.._._ �-_ _ TILTON,INC. Od2j1-03-7,8 _
'•',.'•;',' • - �\ ___ _ ` __--'� y_v.s_i -- - F-1 - 06:58-04A0
_
"- _- 1 Inch-40 feet
Q�
•• ,' __ "
GINE
�- FOFP rn+.F4

LEGEND
PROPOSED
DIM Storm Sewer
■ Outlet Control Structure
• Storm Manhole
EROSION&SEDIMENT CONTROL
' 9 __"_________ '-----7 " ___-__"___ r - ■ ■ Limits of Disturbance
ours
eo (yp) Ex Tree L n (yp) e__"________-- $'' `. Fe t t SF Silt tFenc ''
-7'11:
o 0 0 0 Tree Protection Fence
�`�� m ,77&-- ' - _ _ _ __ _ 1.1-::',1.1::',./ -e x- Baffle v
Idin (tYP)y-, ' I \ -- I _"Y=�-"� _ _ .=_,-- - Diversion Ditch
y�
I. _ _ "_____ _"_ -11 / Inlet Protection
"" - _ " ® Silt Fence Outlet
.775
�� € g' �y " �\ -'' rT7rrT i;"rT � i; rTIT-1-4-r i'� ri; rT rT o
I" -` f - x ‘ 1 , 11 Concrete Washout E°
\ �,, ��_� - a l I I;I��1,% �I; ;I Yam'; IiI!v, l I I;I��;" � n
� e, \\ 40' S tback a
%� - \ Construction Entrance
c
1
` \ x ;- _ p Sew/ �\ �� ^I ,I See Sheet C2.0 For Existing Conditions Legend
\ iii--tio,,H71'---...„...----
\; [hoc \I
\ � . . -_>'� - _ of w \ . I. ^ I,^ Klass B Buffer 'I-_-.- _ y ter _ (75' r 56.25'with fence) DETAIL REFERENCE TABLE
6 enc /
-OHW- --T-Hw : DETAILREFERENCE SHEETER +�+�
�. • - H. 1th C
III .4
�>'� "..�� .-�. ..Ee ° efielf4.... �7%bZ� \�o I I I I I I Iail Donstruction Entrance 3.9M6_- _� �, . I; I I ;I I 1 I I. Ir I I ;I ICI I I II,' h- R/ly� `� YPn r Washout
_ ® Concrete ete C3 9
_ _-� \ \ \ Ali 9 A Limits
21 86f ACDisturbance \\ \ © Silt Fence C3.9
,...an
Ex. Overhead Wires 1�\ � IOW
� 'S747f e V I`' D Silt Fence Outlet C3.9
\ \ P T Protection F YD � ^ w
\• �� 'e Pro Fee once(T -) \ �, I +I 1(//J '.I 1-I' .I ❑E Tree Protection Fence C3.9 Z
�, a % '� ;' 1 I VVV////1' I y � su Inlet
D�aneaton c3.90 -
"_ \ k. '-b: Ex Tree(tYP) - -781 ;\ ♦r ❑
__-_- ,.78p ;'1 •` _______.� '17g' _ �y �I rr "r�- _.- r'r--r--1 1 -- ' ❑H Skimmer Sediment Basin C3.10
--' "- `'• - \ r f I'� �I Baffles C3.10
k" A. La I
\ \ \\ 4417
i
FI N SEQUENCE
FINAL PHASE CONSTRUCTION EQUEN
.0
"- Ex. •Limits of Pavement(typ) _ -- -" '1111PPI �� »� • .p
` •� / 78z' ^� J� +d reprior to cing bringing site to grade. Inlet K
‘ „
Ai
0, \' a
o Contractor shall install storm s
\ 7 &�'�� I 'J I I I I I ' I I I�'. I I I�� I I ewe commen
,, 2.
-' __- ,-}'' \ e - \ -,. ^ _ _------ hall not occur until >857 of the
> /-1 �\ ® \ ^ ''��� y� J,�� ��^ protectio feshall be placed on all inl sat time of insta anon. D
I-
„80
',� f 1� W♦ I I Prior to val of Sediment Basin 1,Storm Structures 1 9 shall be c nstructed and
\ 1 1�', installed t mconvey flow to sediment Basin 2 This step s o _
\ ,\ \ - - + f �" + �� --� drainage area t Sediment sin 1 has stabilized.
,- \ .� I 3. - sin 2,Skimmer to be
0
/ 1 o iment Basin a been s ili d
\ ♦ 1 1 I I 1`I ''I 1',I Once Structures 1 9 are constructed&connected to Sediment Basin 777%'
\ '10 `n '♦ ''I •,I replaced with 3"Skimmer(Noted in Calculations on Sheet C3.7).
' ,,--, / 4. o p 100 If of silt fence. the silt fence does
, \ \ --- 5 FnetrGrad nggand Pad aConOst uct rn,s etc to
iiiii:
r to maintain grades so that
' ---------- �_ ,'.N - I'� I', of Permanent/final and excluding ion Contractor shall per
topsoil in all areas within the limits
\ ` 1 ♦ to receive topsoil and
________________ 70 \ `, ding s.All disturbed a to s
I
BLACK RHINO \ 'I I', ',I I'� , , I', ding and/ore blankets/turf r ling.
a HOLDINGS,NO \ - Y 7 d t t all Initial Ph control
a The contractor shall Idiligentlyo n continuously
\ maintain a n is Phase erosion con ra
I blank reinforcement mat
o ,-- 2.20 AC-(DIED) .-_, `,� - _ __77•. -- __ _ _�L}_
.B. 32246, P. 668 l,, �` s.
- I 1 C, �1 1 I ill 1 I \I
a 70 -_ _ 8. Coordinate note ces and
hruEroseon Control Inspector prior to removal of Initial Phase erosion control �.
,.ZONING: R_3___'.." \ _ '>>�\ >> ♦ ti
'.1 lT -ilia - ♦ '�
------ _- "" \-' 9. Erosion Control p to p r
_ « \ Qt
�. \ J n\ m sure9 o n ri
♦ J Foro phased erosion o control plans contractor shall meet with Er Inspector ec :aQ�I Fa
I1 shall d t t all t d d rj
-- Ex.Telephone Pedestal \ I, `\�. or s a diligently n continuously y maintain a erosion control devices an
'� to commencing with teach phase of e control m
\ \ -q�'1' - ? \ .;\ ♦ o m �, o me contract dal soli erosion a
\�® \�� ♦ nJ structures. a s a m sure prior x O
> _ / \ \' ♦, 1 •)I I Im')1 I 1 I I I 11.The land development inspector should o be called to conduct inspections on storm drainage, F g
---- - -___ 'IiI .:17� \ \ 'I 1 '•,I ',I II sidewalks,driveway improvements, and all aspects of road construction. C El
\�n - _ I 11 1 1 ,1 b I 12.Stabilize site as a brought to finished Fade.
9 9 z
- \ 18 Stm �3 >jQ �.--" - �♦ ~ r ��`�#r V 13.Coordinate with Erosion aControl Inspector prior to re val of a ontrol m W r! ^ 'Z'
- - \ �"I -\, I', 1 I, 1 1 rl 14.All e ontrol m shall be c nstructed in cordanceowith the N.C. Eeraosion and C F O
- __"__"- \ ( ., -- \ ♦ I'. I', �J F Sediment nControl Planning andDesign Manual U.S. Dept. of Agriculture, MecklenburgCount W�.I U
- , '- " ----- Erosion Control Ordinance, and the Charlotte-Mecklenburg Land Development Standards. F G [•yy"I
- m - - 5U A W
V � 7a
a
a
\- \ \•, •`�p �"s' 1 _ ♦ I W -_ """ "Sediment Basin 1 Ri O �j IGI
-'' / - \ \ A 40 See Note 2 in Construction Sequencing�� ICI
- ___ """ 7 - o P n\` � roper phasing and removal) O W
�', \ i �; +-1+-��r+ ate �7s= u o F- EA
„ •,, ,,, - __ - \-\- , ,,, _.: \,,,,,,,It% 1 1 1 1\1 11(-4._•_-__
Prop. 'It Fence(T .gip j 7 0
\ \\\ \�'` ;`\ 77 �� -"__ - _ __ 1' 1 j Prop.Baffle - 7 Q
�•,- \ �� �'`\ �e -E �♦ '�T 1 �1 n 1 }� (TYP.) a C4
\ I
770- -�: s
ry'' _77-"-"""" - - - P p Skimmer <-
U
i I I I ;I 1 M I � >6 O W
o .__----ANDREW COLTEN HURQ \ + © \� - 69____ -"" - ____"- 6° 0� �.
v - 2.54 AC.,(DEED) ______ " ____________ _� 9 n >6 , _- I Ir�I
D. .32354,P,497 • __ _ - Riser -
ZONING: R-3, �$ ♦ � "" -- Prop.p• m Storm Connection __
\✓/^ _
"765--- \ 68., 67cP - "_"__"-_"_ _ """ 77/ 1 >6>. �'/ •
♦ 2^ - 765 766 67 __��_-76-
PI 1-1
�I
0 '�
"___ `._. \ \ "- �� � „,/ ! 1 T -T55_ ___.Pro Sitt Fence
\ I t_,, \ - >66. _/ !♦ __ _____ -"- P• (TYP•)C_}}-755=__r_r=_r_c=c-==== _-
,,
V AV A \�A (� INSET 1-SEE DETAIL THIS SHEET FOR INT.PHASING _ �� __- __- __ _
Tree Protection Fe _ - 76 _ sTM- -sTM- -
Prop. Fence(TYP•) V � �76 -
_ STM m b
., ,. ----_ ..„,--- ,_„_ ,,, -\--- -\,\
*'\ \, 1\----.,,,,,,
''''''' ,----- ri 6s.,,._,
VA� ��,_, ="=--6 767 - - - - r cOc
`',, ` INSET 1-SEDIMENT BASIN 1 INTERMEDIATE PHASE m o 5=
,,,,,
.., ,
ogg ,
..
0 0
: ,„__.. „:.
e,„.
_ 14 a
-"- '` VAVA\OVA Nil, \il - , .. yv. .----
- - ^ Scale 1 =40 d
P____
d t. „oc?.....;--- 1 igi I.
... 2 ;\ '•l --64,,_ ,'\
..,, \
o a- _ - - /! ..6 ___, �`k --_ �- 18'Stro 18'Stm __ s> '' i IN11111
w //� ' \ 4..7 . ____ _-16.0.` 1B Stm -,\ _wR i\ __o *�-•,• • `\ i\.,, 4 -\0"-/6 - SHEET KEY
WM - i __ �S� DATE
-1 nTsWb -a- ., _' ET C35 S ET C30
) _ _ ��• _ 766 76 • •
I•
/� �.�� Lit� 7 � �*--x _ \ March 18,2021
Ex.Overhead Wires - 9, - "- - -_ -- - __-" ""___- - __• ---- - ,�,W, _
"'„ w Pro Inlet Protection - _ -- - - Pro Silt Fence T _ -- -- - r -- )
- •,. ,•; I s -_�!1 - P (TYP) -_16 _ 55 --- P (YP) 755 - _ _ 7�-__ „=C -_75 -
•
N R/W 7 - -___ - - _ .,Ic _ 750-5 - - ` SCALE
r
- 755 N _ _ M%. _ II _ _ _ SHEET C3.7 SHEET C3.8 IQ
I - __ _ _ _ _ As Noted
,, 3.I t ♦ M
-TE
tt I .. - _-r- - _- olechnn Ilr.
w , I I FI I I.. .'r E JOB NO.
I 44 'J y ,; Prop.Scope at Work in This Area by
¢ CA
''TONY A WOODWARD T ii, , - �� 1, 2019-1335
")'I- ,• , ijl'd � / I Prop.Filter Sock DPR Engineering(By Separate Plan) .`�ZN.,,,,RO��%,, ,,o`�tN CAROV��
o.e. zz127, P.537 �' �;Ir,„, close B Buffer j i ( a GRAPHIC SCALE ;°�o,. EaNs �y: ,�a°oFEssio�•�q%,,
c)' r j ZONING:R-3 ) I I 1 '� /� Ex. Retaining Wall MECHWART\ = / ' 9l\
I i . _ Jr:I■ (75' or 56.25'with fence) �' 9 0 30 4o SU _r�1•HAMBLL70N& 161 SEAL
■„'■ ■ ■ -'�..�, (♦ ■ ■ yl ■ . . . . . . . . . . . . . . . . . . . . . . . . . .
:�'; TILTON,INC. 3i_ q 04679�1-03-18 _ SHEET
7 r t N F 1 16 06:59.04FI0
I€. MATCH LINE SEE SHEET C3.7 : -
/N 0
Z) Ex.Tree Line (typ) ---- cs' / %�[�• •N� C3 5
I . .-------
llnch=40 feet q' / GINEER+�Q'�
-)�F_� � 1 ______________�J.I�TF�J4o� � I/ �___ I 11111-----
'n,mllid�o�o`

LEGEND
PROPOSED
SIM Storm Sewer
■ Outlet Control Structure
• Storm Manhole
EROSION&SEDIMENT CONTROL
I ---- —000 • Limits ofDisturbance
■
,,/,,/,,,/ „,' ,' ' ti ' ) ,,i ,/,/,',/,,/
, ,
Contours
L,''' Conto r
r --__--"-------- SF Silt Fence
I _ 0 0 0 Tree Protection Fence O
- —,I —X X— Baffle �'
-__ _____ __________________ ____ Diversion Ditch
® Silt Fence Outlet
_ ____ Inlet Protection
z
I f� 1 •I I I, Ill 1 t I I 1 I 11 I 1 I j 1 1 I Ail `^ 10
I 1J -____,_ -__ :, concrete Washout �
^ ^ ^ ^ C ^ Y o^^ Construction Entrance
I I ' 1 Ir I I See Sheet C2.0 For Existing Conditions Legend
J I I I 1 1 I - �• n F
1 1 1 1 U I 1 '1 i 1 j 1 1 I I'r-♦= `I ` DETAIL REFERENCE TABLE a
0
�-$- E,-1 4i-- -1, !Y
I I I I I I I 11 I I Ex. Light Pole(typt ;1 !to \ C
.I 11 I; I. -I . IT,y\ ` DETAIL REFERENCE DETAIL NAMF SHEET NUMBER
(• E 2 O Construction Entrance C3.9
1 Prop.Tree Protection Fence(Typ.) \ - ® Concrete washout C3.9
Ex Tree(tYP)', , L/�I `I l' I �ijy ;'e i' ( ( r '_1 ( j;';��`, .. ------- Silt Fence C3.9
:I 1 i (//]T' I 1 1 1,,,,-, 'I _ ❑D Silt Fence Outlet C3.9
tir
❑E Tree Protection Fence C3.9
I.1 t �, 1I r 1p , ,
, „ „ Z
L}!! li 1 O Inlet Protection C3.9
�;
ro �-�t -= _rt I6 J /II 'ii �H Skimmer Sediment Basin C3.10
W
II11 N I F 4� �1 Baffles C3.10
,( I; , , K N
�� �d�
^' ,o� ! I• , FINAL PHASE CONSTRUCTION SEQUENCE W
^' �.Concrete Washout••• -_,_- ---" 01
1. Contractor shall instoll storm sewer prior to commencing ngingII^`I I
___ siteto rode. Inlet rotechonshall be lacedonall inlet;bor.;
ttimeI', '.I ',I I'. 27•o, •I Prop.Construction EnWnce', -- ofinstallation.-4i4-I -3-+-I-¢ -� k ;; \h `�" z. Prior 1 re vaI at sediment Baein 1.storm straawres - shoo 0I, 'I - //�'C--- 1 r - \ r, be constructed and nstalled to convey flow to sed'mena` in 2. pr'.1 1 1 1 1' 1 ',1 1 1 '',1 N,N \\ \" �: Thisstepshallnoto untl >85%ofthedra nage o
I S i El 1 I'', 1 1 1 1 I a,o \ ', Sediment Basin 1 has cbeen stabilized.
p p `T. i 3. Once Structures 1-9 a constructed&connected to Sediment
III Prop.Type D Inlet Protection(Typ.) - -'- --- _ Basin 2 Skimmer to be replaced with 3'Skimmer(Noted in
Sy'.-
G�C .. 1 Calculations on sheet C37)
1 1 A 1 '.I0_,,,,, ,r ,„,.,,,,
� •.O�—_ ,C�v • __"____ _ 4. Contractor to rough grade site.Contractor to maintain grades s
' �� �•® _ - that the silt fence does not fete ve greater than 0.25 acres ofo- flow er 100 If of silt fence.
a P1 '',1 1 1 l 1 1 0,, 1 r, 1I ',I I 9119 _- ',A -- -
A-••A• - - 8. Fine Gradingand Pad Construction etc.
r l Ex. Fence (typ)
e I 8 I ;1 1 I 11 I'' 1 1 E. 1 I 'I 'Er'E ' :" ‘‘••‘'' 6. Permanent/final stabilization - Contractor shall install topsoil in all dz 'Z
��I 1 I I I I`, I, ],> N 5lm\ ` �, within the forts of disturbance and excluding impervious
P l ',I I', � _ '�`. t9 >\ ' s.Al disturbed areas to receive topsoil and seeding and/or `�
), � f�1 u ®', "� Ex. Guardrail t • Q I�
(YP) control blankets/tort reinforcement matting.
Qi
c,o Il yy�
d,� v' !; •� �� i. 7. The contractor shall diligently and continuously maintain all Initial U a
�N J?11 m r
\ et(YP) "•�LghtP) J .� ._
E 1; W I II 1 11 1 ' 1 ■ �'\ , � `Dam(rrP) �':� control devices and structures.
rip � ,,: ;,•,,;, • ;;�•,;,.;'. a ee a F.
w Pro 24"Filter Sock �i --r' ;� , ' 11.The land development inspector should be called to conduct 'Z
P '�
WmT
o R em� unti l to pM
�SLimits of Disturbance- ,•••••'•L •�`
inspections
on
storm drainage, sidewalks,driveway m
pro veme
nt s
,
C"
U
and all aspects of road construction.Pavement's Installed ' 1'� \ 12.Stabilize site a areas brought to finished grade. aOz
IyI � I l I •■I I I' II \ .
'I Vl o 13.Coordinate with control Inspector prior to removal of
erosion me W O r0W y I, I', I', 1 1 \� 14.All e control m feshall be constructed in accordance Et,OF-1a � I I\I I, I I I' I ,� with the N.C. Erosion Control Planning and Design vUW
03- -
II -
Manual U.S. Dept.of Agriculture,Mecklenburg County Erosion
Ual IL) 1 �1 1 . I
l 1 I � �I I I '�I I �I I IlI � Control Ordinance and the Charlotte-Mecklenburg Land Development M.aW
zF � - _ - Standards.--
� � Ex. Pavement Stripe t ' •` z1 1• 00■ _- pV1
cA
--- --- - - - -- - -w I, I I 1 , I I I� I N, I -_ - - - - - --
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JI I Y I I I I I I I Li/ NsO \ J _ _ -
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ill- - yYEx. 1\ g P
Prop.inlet Pronctian(ryp.) 8
; ..-. -- ---- •. _ _,_ . ....... . ....•.!�,. . ---- =
I
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- SHEET KEY
fin •.S`
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HEFT BEET SBA C},5 S C3.6
4'
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is
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e �
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DATE
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.
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W
a c 8 0
7 4440c fi0
", > S '�. SHEET C3.7 SHEET C3.8
---- -"----" -- em .. . _ .
, SCALE
lii
�_ ______ _ _______ _____`J. _, . "____."."__"_ ___ Ex. 9'-;:Is------;;;,,' I _ C-. - ___ __ ,s ; \ n \• iirs,41" Sol
•
lir- �♦a • •• • Prop. Filter Sock • ;� 4' \• /
- _ - - JOB NO.
Prop.Scope of Work in This Area by F 1-5� STMT, -ALL t, 2019-1335
� ti�
''" V DPR Engineering B Separate Plan "--
O, EVANS °o.
GRAPHIC SCALE
`�O ••SS'
C
f
q':
.■®.. jJMECHWART
o zo ao ao
4 -
SEAL" C HAM N BLEIO &�i
7s_
- - SHEET
,n I ., . itim 1'� � ,- „ 045i'd]A 037• i
"' k MATCH LINE SEE ,•8// ,,>0 _ F 1 ° -C t Dtch (typ ; No 016;rQ� a659-114f10
.1...❑mo: TRACTS 1 AND z SHEET C3, _ =�'+., c R.:� C3.6
_� WESTCORE CHARLOTTE, LLC ,' P/; ,'� l inch=40 feet '�,�C',4•. ,.+' �9F•.HClHEE,.•�Q\
®" LOT 1 4 ) �. xr .. �.` CO.. '�l�
,...®oar // /� - `,�u ;��„ :,,: :?>;'•;'i ;•-.1 -- ,'i,'r
xr OF P ♦, nr AY•M.

LEGEND
PROPOSED
STM Storm Sewer
• Outlet Control Structure
I I
1 ' - ,,,,4 , `,,. '• • iiiiiI,IIII1(
---- I I I ifik% /41. „ .r,,,,„ , qi V 1
I Prop.Scope of Work in This Area by Storm Manhole
1 : . 1 Prop.Filter Sock
Ail ./4„eir •,‘ ii ittlk,,,,, : .
I/ ir / I 11 0
DPR Engineering(By Separate Plan) "41. •.11 --r 7'* ' • ',. , ‘, ."h.:::';.- : . Class B Buffer
..„ 1 ‘‘' ''' # ‘,, '',„ --'''''1;;;::1; :: 'if (75' or 56.25'with fence) Is_ ,,,4 _."0---1 I I Ex. Retaining Wall ..•
4 ,, , ' r EROSION&SEDIMENT CONTROL
III , '. •7. .. .,,.,,.;;;;1 ,• m Ow 4'a ' m EENNENNENNENNENNEEN hig.
I I! MATCH LINE SEE SHEET C3.5 • • Limits of Disturbance
alj i • 4. '''•, r , „„H„;,1 •••fi \‘‘, ---'-i,t• / ,, 1
I'1-, , Contours
' Ex.Tree Line (typ) , • ;: I',`,,,U,O,: .
84 I -000<7.
------ ''-- 1 1 IIITAt,,-,, ,/ ,-_,J., -- ,,,,,,,- - --
1 I'
SF Silt Fence
, I 1 e I 1
,, f',,, o o o Tree Protection Fence
7
,
I 1. ,,1 ''' '-„
?, ',:.;:;.,',,,::::=:::::------ ------- ;,',,, ---
I. - if i ,,- -x x- Baffle ;
I „
Diversion Ditch
v,,,/,,,,..
I '11:' t T .* ..d7z.....,---: :,/ \ e ,,,,,,,,,-" 1 ,, --
, . m Silt Fence Outlet
,
'
, . , r Inlet Protection
.,
I i,,,
3 I i i
, a,` 1.
s Of 7 10 Concrete Washout"
I if tr's", •--,„----.4. s i I 4. 0,
Ex. Light Pole 1
k i
4,1;`,
I. 1 *- ' I•
---- ' ‘`,, `--......-s-----A....Milth LOY)• v- I \
r-7-1.
Construction Entrance
„ 11',
s ii, \`', '1'. 1'1'
\ ,'' i
' See Sheet C2.0 For Existing Conditions Legend
•
, ,,...... , :I''-4,[ Ex.Light Pole(typ) • - •
. t . ,
-..,
,
• , . .., \\'' '1/4,-i. V, • 1
1 DETAIL REFERENCE TABLE>,,1 ,„
... \. .
v,, -14>,T; ' ,k _
,,
', DETAIL REFERENCE DETAIL NAMF SHEET NUMBER
,
‘ 1
. +1 • .4
Construction Entrance C3.9
753 , ‘'k (2) \ (.....--Ex.Stm Strip Drain(typ)
E
lilri c '''- ''‘ II ,, •
•,. . •I: E Concrete Washout C3.9
'"'s 1 0 l'.75 ' -''‘'‘ n
•
----=-: .. ---- \, *.,.7- . E Silt Fence C3.9
, , E Silt Fence Outlet C3.9
-- --- -- --77--._ ---2' 1 - )'',i # ''"-„ ''', ) i-,,., ,
. 75 ' 40 1=1 Tree Protection Fence C3.9
,
---------- 3 ,
,
1=1 Inlet Protection C3.9 Z
8 - •,,_ M
, _
SBoiltifiDesitch
' W
V4IN4 73\09‘::"S; ' 11114 ' Skimmer Sediment Basin C3.10
'7,4.4.\ 6. •
II ,,, 74 'o, ?4-• i\lik,',.\
. I
. , CC33110°
%1105.11%°
', .
, a, - ', ‘, ', ‘.s, \. . t' FINAL PHASE CONSTRUCTION SEQUENCE w
,
,NO3\6V,\ l's‘ '‘, :,, \‘,
I--„, ''', ' Prop.Tree Protection ,1,1\Jo ,`,,•\ s3 ', ,,', , 1. Contractor shall install storm sewer prior to commencing bringing
., W
LINDALimits of=DiplaanAcce ''._ 7"ok11 i., '"747. :
-- , '
iii
'
.I / •
site to grade. Inlet protection shall be placed on all inlets at time 0
.
„ ,„ of installation. I
D.B. 26043,: 's, ., .,‘ , E-. • r 2. Prior to removal of Sediment Basin 1,Storm Structures 1-9 shall
E be constructed and installed to convey flow to sediment Basin 2. 0
__-----7-4• ''';:,' 1, , ‘‘‘, \ \ '- -----A ' t•. ,t
This step shall not occur until >85%of the drainage area to
. . •, l'''' #./ l''' .Nid , • 4 ' Sediment Basin 1 has been stablized.
-„,...... ..
' '''''' e 0 3. Once Structures 1-9 are constructed&connected to Sediment
''"„ , ` \=„ - - [4 ''
„ Basin 2, Skimmer to be replaced with 3”Skimmer(Noted in,,,, ', ‘,‘ `,,... .„.. -.., \‘‘‘ - \_- , '
--)---- -- -- ----,_ -- -- ---- _, \\:'',\,',) ---,-,,:, ,, , - it.. Calculations on Sheet C3.7).
, . 1 i.
4. Contractor to rough grade site.Contractor to maintain grades so
--„-- , ,
that the silt fence does not receive greater than 0.25 acres of
`, ., ,,, ''-„, ' 'K."- lit A•
.,, ,,\,,' i,,,- A ,,,_ -.-• --- "
- s ‘, , - :1 flow per 100 If of silt fence.
‘, ‘,
...„, ,,...
- - _ 5. Fine Grading and Pad Construction,etc.6. Permanent/final stabilization - Contractor shall install topsoil in all <4
, •, , 1
-, 4
< --• ',, '1 , '; -„, •,.., „_- - , 742 (.). 4
F . areas within the limits of disturbance and excluding impervious ;4' <4
:;‘4 ' -/ \';' \\,T;rh'-'4'';''',V)(b,/ " ' areas.All disturbed areas to receive topsoil and seeding and/or 0 1-4
--- -151 5 I 114,. erosion control blankets/tuff reinforcement matting.
1 a.,
-----
------ -i_ --- c:',‘4 ,-. ,. ,- 'e .,
,....--- --- ---- __,,,,,,,-,,,:::ii,.:,,_:__-::\\_1‘....,,, ,,, ,,., .-_,--F.,, ‘..,, ,..,,,, ',\', ',.
t 7. The contractor shall diligently and continuously maintain all Initial
Phase erosion control devices and structures. Q 1.4
. , , i 0
-------- 1--" ----- -- „ ,- ,_ . \
N '.1 : 8. Coordinate with Erosion Contr Inspector prior to removal of Initial
Phase erosion control measures. 1; g
0 EI
9. For phased erosion control plans,contractor shall meet with Erosion Z W 4
„ , =, . IIll Control Inspector prior to commencing with each phase of erosion
' ,„ .1 \ . -:--4.-..-_-; -
Prop.Scope of Work in This Area by control measures.
10.The contractor shall dgently and continuously maintain all erosion •4
, , ..„o , ,,-„ ,_„, ;SO '1\,,, :„ . .
DPR Engineering(By Separate Plan) control devices and structures. nE g
' ,, ' ,0 ' ,__,
- , , ,, , -- -- - -- -1 ,,,,__. -,-!-,J i •7..,_-_-___„__ _:-____ ,,,,,,- 4,
, , ,,,,,, --_,... ',.\-, „.nA.,,,,_i ,,, , . 11.The land development inspector should be called to conduct
rin'O 0 4
--"--__, . ..' - ,, 'IN inspections on storm drainage, sidewalks,driveway improvements,
and all aspects of road construction. k5C) PA
. . g o 4
12.Stabilize site as areas are brought to finished grade. CI 404,
= „ - - - „ L. , ---_ . 13.Coordinate with Erosion Control Inspector prior to removal
-' Prop n Protec ion . , ,,,,
--. -. ..---..---,-____ -- ____--- ''. 0 - • ‘, 1'5'''",,V,••,, . . ....__. • erosion control measure. •0 g W4
.., 14.All erosion control measures shall be constructed in accordance El.:kt E.'1)
with the N.C. Erosion and Sediment Control Planning and Design QC..)W. 03
'., ',. ••-. \111,,•;,'- ---•••_-7.7•FMS:44-•_ ;,•,•••-••••--=-•,.:.•----_-___________________,,,,:,-9,,,,,,,_____________________________,____ • _ _ -.7'1.--,-_,_ -----;'1 Manual,U.S. Dept.of Agriculture,Mecklenburg County Erosion n C.)
_„,„ „, --.., -‘,.. • -,,,,, ;/,,,' : • , --- --: TB , .- Standards •E.
------'...r- ,...-1.--•!--.-- --.--1.--m-l-m-,m1.--*77.7 m-In-9.-.-.P .,-im-1.-19.- =1=-1=-1 --71_,i, II , ,-.., 2
50 0.
. ,
c•.,,-21-::::::: ::': ----------------- --; 1 .,---- --I'l ''il[': \--- l/' ''''' --- 73 ' --2' - "j I
lift,
4
. .c4":'''''''''. ''\---- -1-111:11---------11--211:1":'::''1:: :'1111i4L44' ';''' li' ir--- .4i-ZM'I 'll7i104J;;‘,1--(=7:::-7_-_---- :::•'::‘,11:::\:\ '-' 'Plop.Sediment Bas"*12 #.# -'-' ' ' '
.,,--. ---
--"•••-11-Y - '`,,, ''' ''- 1 I 11',! I I---r• ! 0 l''141',1 Hs4,-,-' ' .4
,,,,,,---_,-..-©'-'"1•:- - ,... _.- \ ,I II" (Accumulated sediment must be removed from all\ \\ , , f i - I ‘,..., , , , i',„I 1 Lail,: 1,, , , i___ .,A .,,,
:
'2' --'--:---Prop Double ROw High1Hasard Silt Fence Umits, ‘., 1 _ Al -- 1 ,---
-E - --- -- --- • - ' ' - ' ' \‘'11. diment basins prior to placing fill material) \------
-„ ------' 1------- -------11-------1 ,'" A '''‘ 1,,`,:', 1,(\" - , s \, •,;,, ,,- , - -- ' orA---- 1 i ‘,/ - ,- . --" \ \. ‘"\i\------ --- ' \ ' ‘")- 3'1"‘ '''''6<- \ s\ ---/' ---' ''''' IP. ' --SAN-- --'\'''\'"Ori ----- .',7,---EA -_ -n4- -'1'"1---'„' '\‘'''''-l''7----- ''',..:- 431.4. ADRIVE__.".-____-: • 1-4
„---•- , _,, o ••
A•' / , \ ,..,„ _ ,,. ,,s „-__ , c)' 6.1
-__
.....,_:,<„,„,1 \\\\\ ., , ,__,?3,,, Pron_.__S_ilt__pe_n_ce____(p_yp.)
..'N'''
exk- - ------------ ---_ ItIV• V
. . --.. -. -,:--:---- ---- - ---... timal.
. _ ..,
, -- •--, \ 1, i '',1 I, 3'li 11---- --- - -- - .---, \ \ `, ,--‘ ‘,-, -‹ \ \ '->-'----- :y .-- , \ - -735--‘(i,)r.,";:!-- ---L:-...- 14E; r ... - ---„, __ _. , ---_,.-__-------,..
\-., ..,-..\ 0,. . -----=-743--T7--
,„ \
\'''-- ,.\ li[L ts. a, _ k - ' '--"--741,-----_------ --;"7-------- ----C1--:--77
-_-__,14 -,,-..,7-4'2-E"--''
-----' ,7 0,„------ ...--%,----= „--, ,-..-- -- 411
i ,, ; ,,, --_„ a. )1, ,,,,A. -.-=‘,....-`"""...t........... ' ; •'',',s, ',\\'s \-- "-t= <--, \ \\\ \:-=,-2;'-'.::-- ss------------ "-';'s \ \ '--- \ --------.----, :-.. -- -- 4s, - = :,:..--,_<- ___2_39--_____,,--_,..s.:-,_ ___,......!------------------------- ------------
30.414W,,,,_ .iir-,pr'op.3'.6- 'si'n•-nrn,s-on',723.00) -1'', ', \ \ ',">'---.----,,;W-'\ \. I \ \ "Y‘3,3.. ` \ ,#41 -Ex. ---r2- ---------------------------------------------- 76•t!
P.P.F64Ar 3BA144 •••-•,'• IfiZfirarill 1, Prop.Ernergency Spillway. (32'Wide)Elev:727.25 a..,\---Y-1,--_---"",,,,,----• I A, •\ \ \ \ \ ,0 \ - -N'...,..„,,,••._.,•:-..4L---4.•••31,___:,_„______„....-,, ____-- ‘4,__Firo_p_._Tre,s,,:Pro::_,ftectioEnx.FGenucoerd,(Toyiipi)ty-o ___, ..:___ __-__,--,-.--7.______ ---------------------------------i___ i:
-1\-\'-'-,\A \ 0.1(-A\
•` : 1 , ,, ,,,-..__ 1,,, ‘; (Contractor to utifize Outlet Conhol----- I%.:1",. i,....--(P, iiiiarsi,s,4eg,..,_..,., ,, , ,. ,,,,..,, \\ \ ..,„,, ,-,..-.,-',,, ---s\ \ \ \ a. ...• .g 6
-1
E I i /,,' _,,- '•.‘,., •,, ',, Str.icture for Erosion Control Basin. k,,...- .
)
\ \ 10.•
.,0 _../..,..-0------.11,<------5r........
104. •
__
plugged once site is stabil ..".
i gi
300 ql basin is ready for conversion to - *, '''"--4144.1 .... 1 ilk:1 ,'•••'' ••,','A''',71-, \\ 7-___..,_,,..\\- \ \ \ ,,,: \,, \ \ \iiiii\,,-,\-_, .0_, 1 ..,,, 07se 35, ,,,,,., a„,,,,,,i,.._;:(7-T-1,,--,.....2„1- ------
permanent BMP.) .------..401116. . ---, 7.---„,.,. ,,,,, ,,111/- . ,--‘‘\ \ \ ` \ \ \ AO ,-- -':----.. SEDIMENT BASIN 2(FINAL) a fi
\\ \ \ ,..„.._ -..- Ex. 640['',Ze; ..., 1111_1....."....„„„....---'---,2,,,He.004)7,,,,,,' _ ,,,."----- _---O2:77:
-7-7- Prop.Double Row High ,, \
(El 726.00) I.2 ..g".."•'• '.
i ', . ,.I Pro HW&Rip rap-....•-•?•---1 ---- 100'Post ConstructiOn, :.. ',, ,,,,.'..:1,,,,,,,,,; --Hazard Silt Fence Limits ,,, s.,,
\\--730/ 1,s,
\ IA* ,-,-,...":1,1•-,-.1;--''-- - .•',...c.••••••---"11:- --- -:-=1-••••••-';::---- Skimmer Sediment Basin(See Detail Sheet C3.10)
Drainage Area=8.31 ac \ SHEET KEY
MTS. INI e 1
Disturbed Area=8.31 cc T C3.5 S ET C3.6
k§I
__Li, I (See specification. )15-----------„_,Undisturbed Buffer 2,',`,,,,, -",k.,,,„ \ \ \ 11=' ---"''' --;0-"---- 01.,1-; '--.„(7 - '__.i.--,:,.......:4-1-r_7_-------_-_-_-: :-_-_-_-_-_--T-H-H-_-_;
IlEE
\
, ,,,, \ \ sj• -- _ , Prodded
dd Storage
ee Volume
ee 0(8t.3D1ewaacte.d1,n8900Eievcf):4154:992548 \
.(11039rn33inute T_C)
[ (GIS)
,.
i - - . --,,. „„„, ,
I - - ----- , \ Prop.Mlet PlrotectiOn Cfyp.)e 5s.,...}1,.. ... --"••-:•••----- --' ,."-e-, ,,,,,----4,,-'%." ^1."
, . ..-
if ; ,,,,,... „.„...,--'1 ••"... 1."• ,°c•v'r•- ----- --__-__-1.•-•-„-__-,-,-..i.„-____ _:
5. g-uYirreQd S=rft6e6.A5re3a4*(832310)3=cfs3•24153 csff; e • ,...._-•••. _./
„, '• • .. ---- ___ .--4,-- .._---•d---..::---- R10e DATE
,.,
Provided Surface Area at Dewatering Volume Elev. 15.626 sf(El 726.00) 1
March 18,2021
._ Foircloth Skimmer=3.0"w/2.6"Diameter Orifice(2 Days to Drain)
-- - •, ..
, .., •
I SHEET C3.7 SHEET C3.8
. , ---- -- '•, --------- ---------------- ' ' ir51
Devotion Area Volume Sum Cumul.Volume
-,°'" -...% " ' ,,,,--•••---------
(Feet) (SF) (CF) Sum(CF) , SCALE
i -----------
„
7.:' ‘,'\l'• ,--,,,-'1 ---',--- ,.-''''• 11,600 5,198 5,198 /
724.00 12,886 12,243 17,441
JOB NO.
726.00 15,626 14,927 45,924
C.-2.„.----
____„:1::,,,,,.:::41; -2•••••':?:1---11---------•-11,-;;--------f------•l'5-11 - :•., --;-•--,---••• , 1•FI '-.1-•••-•Ni,-,1-_-__,,,z,,,, \
,-''•-- --••' --- ,- ,„- „- „-
A ''"--'\------•••-----'--•-' \••-•'".11 '• ---"--' ,/,-/,'''''''---•;-;1\b---•:-----•;-----;.•-::"-_------------------------, -"•••"' 728.00 18,592 17,837 80,114 ey,CAROL-----
•`.11‘
i Total 84,811 0 20 40 . .E.' re MECHWART s,_,,- ...: •
ER: HAMBLETON Se 1(5.1 ,--- I SEAL 1 -R,
SHEET
,...,i TILTON INC. 1,...7E ' 041,7721-03-ii --=
Volume of Basin=45,924 ft"(0 Dewatering Elevation) 77,-..-A No.F1016 ,"4-.5 0600-04p ;.47
•c7, Volume to Be Detained<Volume of Basin(0 Dewatering Elevation) 1 Inch=40 feet -1-VrL..•
-...„,-7. :-.--- .,
--/ .:.:- -=',, ,o;:.--!vp!!1EV... C3.7
14,958 fe< 45,924 ft"
"'''',?Init,‘,°‘ ,„ei)',,Li., „s`

LEGEND
PROPOSED
SM Storm Sewer
■ Outlet Control Structure
• Storm Manhole
EROSION&SEDIMENT CONTROL
• +� \ Prop.Scope of Work in This Area by s ° I ',� C��h�\7 ��� �S� ,.ar �sTMT: `c- � 1 ""---_-------_- •To:
DPR Engineering(By Separate Plan) lio
SC6
a`•
0• o TreeFence
Il X- Baffle
y. ° •0' /Jur ► ► Diversion Ditch
TRACTS 1 AND 2 ���'� - - - `fir 1
- WESTCORE CHARLOTTE. LLCT 1 //; �,/;' ,'� ® Silt Fence Outlet
4 �. is /
O
/
��� 2
Inlet Protection
�
�; S � `I(" �•� � •
•mod •';�` � :z -_ �-���'�����'��,���� o
I' - II VFI QT � � � �� '- •Ex�•Guardrail t - "- --- ,y,�� Concrete Washout F
.®p... �I 74Z \j,:," 1 ;�i., (YP),;; ,: -_.__ ^.•wd5'.Y.
S. --;3- .II ,• V' I I �' �\ Hozard Sllt Fence Limits ♦ �• \� , \. ,••. -_ a
I rop.Double Row Hf h ♦ i� '�
{ • O, I,I �� ! - �w b `- �� ,-,, y 50'Post Construction Construction Entrance
iI r• , E ,Ewe r unastarbea Baffer(cis) "
G
•
ll
• I ,-�3 �o? 'a _ Sheet C2.0 For Existing Conditions Legend
\\ • �••• \ { r/ N� " � ;"4, v_ 1�.'- _ See g gen m
fs
y{ • I II ='o:�:-<:;:; 'a /T: � -�--=_ DETAIL REFERENCE TABLE
i ' �
I Pro Inlet Protection -. ,••_ =L,__ _ _ y
f ___ A-•�� "„r_
p• (TYp•)
r / �\ DETAIL REFERENCE DETAIL NAME SHEET NUMBER a
'r.. u p "-- -- 1 _-�-`-'''��;�\�� �� ❑A Construction Entrance C3.9
�. .r b' ,, __ ___ z_
j f �` 1 - -III I&i I '' (. 1,-- concrete Washout C3.9
•( - -� _ N,�' C Silt Fence C3.9
. y:• ^ II / -%-""-' --= � D silt Fence outlet C3.9
�I ��� O �, - _ _ E Tree Protection Fence C3.9
, S I4� I. l'' • � L p _- ---_ �`�,�;.`may\. '�',� __""-_""-__-�_______-_
y{ *ti ■�one II n - --- n o 14`� ��.' _--_-_____------------- ❑F Inlet Protection C3.9 Z
1 I_ . i > li'� Ilir. A�{ __�F c Silt Ditch C3.10
ul► �p .y '�� ���III ® Skimmer Sediment Basin C3.10
-II - it ..x ❑I Baffles C3.70
.;
, O��; ■ �} `_, +011
IIIIII F r� (, FINAL PHASE CONSTRUCTION SEQUENCE
' C -� irs� ii�r• V.!!Q'x� ■ "' � T y 'I.II1 I Prop Tree Protection Fence(Typ) w
,i
_ _mil-_� I'�g�f,a�,,�' SSW .4:� i r)• Ii "�'�' L ,--. _ ,µ !IIII II�'kf, 1. Contractor shall install storm sews to commencing bringing
" 4_ u ,- ).r111�� ( - I •vY� 1 �1n . �'`� site to grade Inlet protection shall r be r placed on all inlets at time 0
f �"aa- -� Z » <<-. = _))•k�" �I�)Il�llllll�f t';• of installation. =
_ _ 0 pot I „ ■ IIIII I II 2 Prior to removal of Sediment Basin 1,Storm Strictures 1 9 shall
yl u \� �„�,, O 'I I I IIIIIII III 1 �, •,t be constructed and installed to convey flow to sediment Basin 2. 0
' . / - _ • _ I This step shall not occur until >85%of the drainage area to
m I(i \ • pp\\ I /�Ii II,- •.S•7‘•.,•.,';•,'`,' Sediment Basin 1 has beenstabilized.
-744 } -H .®!F/ �yNI�I II 3 Once Structures 1 9 a constructed&connected to Sediment
11 r
I �,. j r ,o It III�� Basin 2, Skimmer to be replaced with 3'Skimmer(Noted in
,"' 0 !1 I- (() F - I IAIr I Calculations an sneer c3.7).
0.-11 r11 I y �___ �y.- � 4. contractor to rough grade site.Contractor to maintain grades s
4 'Y•� b - - - that the silt fence does not receive eater than 0.25 acres of o
p b l' I �pf e g'•
1�1 I �
•1 16
■
I �
flow r 100 If of silt fence,re
1
a
{ •{ ,-) . IIIIIII/4 5. Fine Grading and Pad Construction,etc.
II rl ¢6. Permanent final stabilization Contractor shall install topsoil in all III P
_-- e � � within the limits of disturbance and excluding impervious I
• "-� J!: H'; - •' - I1-4
- - - 7. The• s contractor shall dili entl rand continuous) maintain all Initial d
. ,,, ,
, ,1 _ n _ _ '" - 9 Y Y
U ra
-
Phase a • ontrol devices and structures.
■
Ex. Pavement Markin t
9(YP)
�� x O
N`•
- 8. Coordinate withErosion Control Inspector r to removal of Initial I I
.74}.. ' •`•�`i'•`, o•••• •••;•••,• • P prior E•,
z ■ __ _ - __ __ - _ ,. --- Q, Phase ems antral measures. c4 �+
t` - I _ •__■ l 9. For phased erosion control plans,contractor shall meet with Erosion O F
I'I e _ z W
M - - - -_ -_ Control Inspector r to commencing with each hose of erosion
•l { - 1!, 11
� ,/!� P prior in9 P W r/
U l 1'1 control m H O O
F .I 1 o 40 • i Ex.Tre t • i-/ "-736-- 10.The contractor measures.
diligently and continuously maintain all erosion
W z U
w w Tree - '' control devices one structures. F w
W 1 { �y _ -- r-- -`71�-- j •Limits of Disturbance o
{ V _ () _-� __ __ __ 21.86 AC. / 11.The land development inspector should be called to conduct F E.
m rx 4' ;' ,L L �{pI • ,A' inspections o storm drainage, sidewalks,driveway improvements, �' Z"
75 r� -- --- III T g o,' -_ _ _- , PA
^J and all aspects of road construction.
ai Q Mi
p- - _ ° { I'-F -_ - _-- ---.--73� • �,,•, 12.Stabilize site a e brought to finished grade. a G F-I
Lr� • III III Prop.Scope of Work in This Area by _N } -I I-"- Y' 13.Coordinate with Eroe on aControl Inspector prior to removal of z.� O A
I - -- control m
a\z F{ DPR Engineering(By Separate Plan) --- - = f'- -�-- --- y,••; W O �j W
4,II -� 14.All e• l control m shall be constructed in accordance 0.'
a V Iy �lI 1-1_1111-1,'_ -- 8----(-�'--r-I.-- -- -'Y-- %'h y with theoN.C. Erosion andfeSediment Control Planning and DesignFa x Pro Filter Sock %I;; /.'l -,'__ "I -- --73q , Manuel,U.S. Dept.of Agriculture,Mecklenburg County Erosion C'aUc4
I
U ■ P � ) _ �( L_ Ti • • • Control Ordinance, and the Charlotte-Mecklenburg Land Development �. Z
F .'� %�'I;1`; I; _ ° .73 I •-\ - _-- I •`, •; Standards. W F w 0
rarl =ll l4 I 1 <_ :� 3 s� z a ri,
i
L
w
,'
{ ❑ l�,;,, „I ' T --II 3.-I • .�I 0 W
Ill,' ��1''// am_ III ;'=' ''' p E. VD m
Ex. 10 j STM� ` ` - ST• '�STIA'=
o ,
�= �-- ▪ Firs- Fws Ir e.- - -Fw% - I,'ks """" ;�'rf,, "^� "-'� /% �� 9-5� (/ '�/ )� .75z- -14' �o,• Q
s n
Ex.water Tank �, / 1 = a
c `
` i
1
nbr
--t--744 rP t 36 Ex. Block Bldg. M \ \4SiM . 0 --_ - ��STM� -- Ex.3 C •;� WFa
-O , _ 7 _ --------- ii os J,," 'I �'va. -'"- Prop.Inlet Protecton YP-) .FI • 'o o z
s rxr
_ - - 74a - s'T /
\;� _ I �iM'- ISL
1E E
ON -
w „-
_ STM _E
J r
-SFM � ..s- II I;� i
r.
■ - ¢.- ,: Mom; g.______I Prop. Double Fence
Limits
s 1
o _ •, . _"�ai �7��� __ .. ./ ' ,. . t " _ I Hazard Silt Fenw Limits .-" -
d ._`- ______________ __ '� Wit-■ \E 'Prop.Inlet Protection(TYP•) i y I .% _ _ -:1„,----
° ate- Ex. 13 •\/ - s
I 73 6 �=
Il __
° LEC'CR -- 7aa------- �A . , , �, "-- ---- __. -
VA
�� - - - - = A I tic'
- a� r
61
a
,__..;--
cOc
E n4l -'�-_ ----------------` i_ -'.`--------------------------------------------- -------74o--- ..-°�:_ 3� ! sr • --f_-- -_------ TacaC ) d$o
a 5
�-�"."_ ___-- __-___'___"_- _��___________ - Ems, '!��� 1'' -' �- // ,. .. .- -'_--.. d
Tyra
1@l- t 41
�y�
WES
_� - - %f } SHEET KEY
______ ____ .-___-_____ _________'`_____- ________ _____________ ______ ._fib.,_�rett - _-_� _ HEFT C3.5 LTEOB Inti 111
--- ---- ---
__ _ _fi\-- �\ ' .Ex.Ditch (hyp
ter'
•
•
-- 1
___ ._ . __-_-----1----- �."____.-_ ._ _�'.\� , :: - \.-j DATE,,,„/ .,
•
■ _ ____ _ „': - March 21
u INTERNATIONAL BUSINESS \-�` \ - " �� '� --'- ---- __ _ :ON ' '{( "- SHEET C37 SHEET C38 r
%, ____ �.�ti 19' ``, - Ex.Concrete Ditch (tYP) ,
MACHINES CORPORATION"_"
v _ _ __ SCALE
25.238'AG(DEED) ;.� _________, ^
I /
� __' ;\ 0 > Solecrrsn Dr._______________"__"...._______ � C.;'i34- INTERNATIONAL BUSINESS"" _
A
'---------------------"' MACHINES CORPORATIQN
_
�'�` uVere
p ■ -. ,__. -.. ,�-. �__ ., ._ NG % ._ '.•. •._ ,___ - \ ._ o -__ �-� JOB NO..
m -
' _ Pole t % °fit
o �m
Ex Utility \- / R /
"' r r - - - --- - � V >oo GRAPHIC SCALE Ft'ssia
2019-1335
� .,) �`�O r•'EVANS�"kp'9��: �`��\'��QO N.q`'�9
•
{ o zo ao Bo - MECHWART _ :a !
\; = e HAMBLETON&•iZ- SEAL
'� __ ..:` -rOi. .O- = SHEET
--O• - -03-1 -
N _ ", .--' _ - - -- - Ex.Overhead Wires \ ______"- __,;,_____ - _ _ - - TILTON,INC. _- 04534d1 9 _
,
,
,
,
,
-_"_ __"__ - _" _ "_ - 11nch=40 feet �C' ..✓ '.e'•....NGINE6R.:vi mac° 1.3.0

NOTES, TREE PROTECTION FENCE NOTES
SEE APPROVED TREE 1.REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. A. The contractor shall installprotective construction fenceand streamsand wetlands to and otherprotected a shown onplans.The
PRESERVATION PLAN FORCA
REQUIRED RADIUS wads sEcnaN ol000 barriershall be maintained until completion of the project at whichtime t shall be removed e and disposedof by the contractor.
OF TREE BARRIER 3.REFER TO CITY OF CHARLOTTE UNDSGPE coxsrRucnox
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. B. Mateials:
1. Construction fence fabric
1.1.a. material: polyethylene
1.1.b. color: OSHA orange
STD. &
TITLE SPECIAL REQUIREMENTS & NOTES 1.1.d. aperture ren:5 red x td o3.7")
SPEC. # 1.1.d. size: d td -3.75"x 1.75"(+/-0.25")
1.1.e. rib thickness: and&td -)B'•(+/- 6")
6.11 PERMANENT SEEDING - 1.1.f. unit tensile strength: md-100.33 n per strand/td-123.33 n per strand
-
6.17 ROLLED EROSION CONTROL PRODUCTS - 1.1.g. uvresistance: 2 year exposure resistance
1.1.h. elongation at break: +507,
6.51 HARDWARE CLOTH & GRAVEL INLET PROTECTION - 1.1.i. min.temp: -851
1.1.j. max temp: 195'f m
6.60 TEMPORARY SEDIMENT TRAP WEIR TOP WIDTH 10' MIN., BOTTOM 7' MIN. 2. Fence posts: C
6.61 SEDIMENT BASIN FLASH BOARD RISER NOT PERMITTED 2.1.a. Construction fence shall be supported every eight(8)feet on center with sixty-inch metal posts. h
2.1.6. Posts shall be constructed of high-carbon steel with flanged leg section or flanged leg u-bar section. Post material thickness shall be not less
1ST BAFFLE: RIP RAP&WASHED STONE BERM PLAN VIEW OF ROOT 7ONF that 1/8 inch,and shall not weight less than 2 pounds per linear foot. Posts shall be galvanized and painted osha orange. w5w
2ND BAFFLE:STANDARD BAFFLE 2.1.c. Posts shall extend twelve(12)inches below grade. c4
6.64 SKIMMER SEDIMENT BASIN 3RD BAFFLE: STANDARD BAFFLE 3. Fence material shall be attached to post with at least five(5)wire ties. Wire ties shall be not less the 12.5 gauge.
3.1. The construction fence shall be at least four(4)feet high and be placed at least six(6)feet away from the base of an tree to remain. Fifty
- COE MOT FOR EACH
NCDOT INCH H OF TRUNK DIAMETER percent of the area under the dripline shall be included within the temporary barrier.
CAR /2 HEIGHT CR TREE 4. CRZ =Critical Root eZone.Circular area around a tree equal to 1 foot of radius for each 1 inch of DBH or the limit of the tree canopy whichever is
1606.1 SPECIAL SEDIMENT CONTROL FENCE - FOR PRUNING SEE WHICHEVER IS GREATER ter.
OF ARBORICULTURE UREA TY
SPECS.
- 5. DBH Diameter Breat Height.The trunk diameter measured 4.5 feet above the ground at the trunk. i
OF AABORICULIURE SPECS. O.BARK MULCH,PLACE BARK a
_ 7. ISO International remain Society shall be Arboriculture
MULCH AT AREAS NOT 7. Existing trees to protected against unnecessary cutting; breaking or skinning of roots skinning and bruising of bark; smothering
/ DEAD TREES AND SCRUB OR UNDER PROTECTED BY BARRIER. 9Pf0 f U SOfXC g; f g g g gg by
GROWTH SHALL BE CUT FLUSH WEIR, / stocky ling of construction materialsexcavated muter als; e s foot o vehicular traffic or parking of vehicles within the CRZ p
O es
THE STANDARDS&SPECIFICATIONS SHOWN ARE FROM THE"NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND TREE uue ADJACENT GRADE. NO CRUBBING� , 8. Trees to remain shall be protected with a fence.Place fence as Close to the Timis of CRZ as possible.Fencing shall remain n place and be secured in
DESIGN MANUAL"(NCESCPDM)PREPARED BY NC DEPT.OF ENVIRONMENT AND NATURAL RESOURCES(NCDENR): ALSO REMOVAL ALLOWED UNDER DRIP UNE. 1 --. . an upright position during the entire construction period. W
REFERENCE NCDOT"ROADWAY STANDARD DRAWINGS,"LATEST EDITION. maximum c r H"
2"x4"STANDARDS+10x4"RAILS �� 9. Fence posts shall be metal U-channel posts,spaced aof 6'-0"o-enter.Fence fabric shall be 4'high orange HOPE safety fence fabric. G
THE CITY OF CHARLOTTE HAS ADOPTED THE SPECIFIC STANDARDS&SPECIFICATIONS SHOWN ON THIS DETAIL AS MANDATORY OR ORANGE SAFETY FENCING Secure fence fabric to posts with block plastic ties spaced at 12"vertically.on
0
MINIMUM DESIGN STANDARDS&SPECIFICATIONS. 'SPECIAL REQUIREMENTS&NOTES"ARE INCLUDED WHEN THE CITY OF MAY BE USED. I„ 9 l I- r�rl�I T. 10.Prune roots flush with the edge of the CRZ by cleanly cutting all roots over 1 inch to the depth of the required excavation.Beyond the line of root +�y
CHARLOTTE'S CRITERIA ARE MORE STRINGENT THAN THE NCESCPDM OR NCDOT STANDARDS. L/ -1 1=11' Imo, pruning expose roots with a hydro-vacuum o air-spode to the depth of the required excavation.Cleanly cut roots x as close to excavation os possible. C
11. Cut roots with sharp pruning instruments; do r not break,tear,chop,or slant the cuts. xDo not use a bockhoe or other equipments that rips,tears,or .
pulls roots.Do not paint cut root ends.
12.Cover exposed roots with burlap and water regularly during construction.Cover exposed roots with soil as o as possible.
13.Prune branches of trees to compensate for root loss caused by damaging o cutting root system orwhere construction equipment may damage lower
• • CITY OF CHARLOTTE branches.Do not remove more than 1/4 of the live foliage or branches.Prune trees according to ANSI A300(Part 1).Cut branches with sharp pruning
CITY OF CHARLOTTE SPECIAL �/ LAND DEVELOPMENT STANDARDS a.instruments;r esdo not breakor chop.Do iiotatonplrya eu method atnt wonds.shalll pruning
Idetermin be performe certified a certified arborist.
WI/ LAND DEVELOPMENT STANDARDS EROSION CONTROL NO TREE PROTECTION DETAIL a0.NO. prior pruning. pps by an
A IIAIIIIOFTIL INCLUDES CHARLOTTE RTJ REQUIREMENTS & NOTES 30.001� CHABL°1•lE INCLUDES CHARLOTTE ETI 40.02
TREE PROTECTION NOTES z
W
TFS-
FOR LATE WINTER AND SOIL AAHFNDMFNT% 110 INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. GENERAL NOTES: L
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL UMESTONE 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR 1. UNIFORMLY GRADE A SHALLOW
PAID 750 LB/ACRE 10-10-10 FERDUZER TO INSTALLATION. DEPRESSION APPROACHING THE
SFF111ND MIXTURE. 3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABIUZED AT THE INLET.
RYE(GRAIN)-120 LB/ACRE APPLYLL 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH DIRECTION OF THE ENGINEER. 2.DRIVE 5-FOOT STEEL POSTS 2 FEET le
ANNUAL LESPEDEZA(KOBE)-50 LB/ACRE ANCHORING TOOL.A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE INTO THE GROUND SURROUNDING THE S
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL AND/OR CLOSE OUT OF GRADING PERMIT. INLET.SPACE POSTS EVENLY AROUND 1- 4'MAX. -I
OF TEMPORARY COVER IS NOT TO EXTEND 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR THE PERIMETER OF THE INLET.A 19-GAUGE HARDWARE CLOTH 0
BEYOND JUNE) MAR'ITFNANCF: BASIS(NOT BE MORE THAN HALF FULL AT ANY TIME). MAXIMUM OF 4 FEET APART. �D"MESH OPENINGS)
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,FERTILIZE AND MULCH IMMEDIATELY FOLLOWING 6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS =
SEEM,:FATE,: EROSION OR OTHER DAMAGE AS LONG AS STORM DRAINAGE IS NOT IMPEDED. 3.SURROUND THE POSTS WITH WARE
Ng.1-MAY 1 N0 MESH HARDWARE CLOTH.SECURE _:!III •• 'I I-A el
THE WRE MESH TO THE STEELPOSTS AT THE -_'i•iI! 'II
!!
FOR SUMMER: SOIL AMFNOMFNTS•
ORATE BOTTOM.PLACING A 2IDFOOT FLAP NCDOT#5 OR#57 3 T T II _ T
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL LIMESTONE GRAVEL
THE WIRE MESH UNDER THE
AND 750 LB/ACRE 10-10-10 FERTILIZER WASHED STONE 2'
GRAVEL FOR ANCHORING IS 1
SEEDING MILLETMIXTURE. I
GERMAN MILLET-40 LB/ACRE MULCH: ill-
GRATE RECOMMENDED. I
(A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH !
4.PLACE CLEAN GRAVEL(NC DOT#5 ''A 16"MIN
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING �Iiiri
I.REHAB FOR BA ILMOVAL cme N 0R A57 STONE)ON A 2:1 SLOPE .. _- _L--
TOOLs WTH A HEIGHT OF 16 INCHES --
SFFOING DATFc; �� AROUND THE'MRE,AND SMOOTH TOMAY 1-AUG.15 R(B(JTFNANCF: . AN EVEN GRADE.REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.RESEED,FERTILIZE AND MULCH IMMEDIATELY FOLLOWING I5.ONCE THE CONTRIBUTING DRAINAGE L tiEROSION OR OTHER DAMAGE D D DEFLECTOR 1 REQUIRED'MEN USED W .J
A . N FILTER BAG EXISTING MAINTAINED STREETS. AREA HAS BEEN STABILIZED,REMOVE NCDOT#5 OR#57 2
a FOLLOWOIL AMFNDMFNTS: DUMP LOOTS DEFLECTORTS�B PIAC RS X THAT ACCUMULATED L GRADINGDT,AND WASHED STUN
FOR FALL: RECOMMENDATIONS OF SOIL 1WIa OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL UMESTONE ESTABLISH FINAL
AND 1,000 LB/ACRE 10-10-10 FERRUZER WATER W FROM ENTERING THE CURRRB ELEVATIONS. FILTERED
SFFMNF.PANT IRE. THAN TSB WATE-
C OPENING IS IS OBSTRUCTED 6.COMPACT THE AREA PROPERLY AND _ U EA
-0 RYE(GRAIN)-120 LB/ACRE 18.11.611, () _-- _ -:
APPLY 4,000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH D •
I STABILIZED IT WTI GRWNDCOVIIt. •:• ;!;• DwH F�
SFFOINf.DATES ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING g
CAT. -•I I I I I I I I I I III 'd Q
AUG.15-DEC 30 TOOL 1 /�•�
m heRLTFNANCF (1 , .DN I I/•`1 WHET •'4+ III II�I�II� '2 wCA
III�� F.I
REPAIR AND REFERTUZE DAMAGED AREAS IMMEDIATELY.TOPDRESS ROB 50 LB/ACRE OF NITROGEN IN D I' T 0 E.
n MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,OVERSEER WITH 50 N \ \ (�y 7 QL W a
LB/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. w ICI
FOR ADDITIONAL INFORMATION,REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL(ESCPDM),SECTION 6.10. y
FOR PERMANENT SEEDING SPECIFICATIONS,INCLUDING SEED BED PREP,SEASONAL LIMITATIONS
ATIONS FOR SEEDING OPERATIONS,THE KINDS OF GRADES OF SECTION INSTALLATION U 0
FERTIUZERS.THE KINDS OF SEED.AND THE RATES OF APPLICATOR OF UMESTONE,FERTIUZER.AND SEED.REFER TO NCDENR ESCPDM SECTION 6.11 AND 0
THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTON 04200 SEEDING AND SODDING OF TURFGRASS. - NOT TO SCALE NOT TO SCALE a 0 O 0
LE CITY OF CHARLOTTE CITY OF CHARiATTE CITY OF CHARLOTTE HARDWARE CLOTH AND GRAVEL z z U
�� LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE ,STD NO REV Q_m) LAND DEVELOPMENT STANDARDS CATCH BASIN INLET PROTECTION �� LAND DEVELOPMENT STANDARDS '''''I
'�w° �+
CHARLOTTE_ INCLUDES CHARLOTTE BTJ 30.17 9 cutworm STD 1o. 3 CHARLOTTE INCLUDES CHARLOTTE BTJ INLET PROTECTION (30.09 1 U CFi w F z
INCLUDES CBAR10778 HTJ f 30.15 13 r�M� U W
at
W
o0 A
11
N z
NOTED r - 1 0 rr0/^�T.�yJ{
1. A STABILZED ENTRANCE PAD OF 2-3.OF WASHED STARE AND/0R RAILROAD BALLAST NIALL RE LOCATED WHERE TRAFFIC AWL ENTER OR LEAVE THE CONSTRUCTION STE ONTO 4 MAX. nti.L..) Vl"l
O A PUBLIC STREET. or; i LI 0 r�
n 2- FILTER FABRIC ON COMPACTED CRUSHER INN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE no.PosT , 5'MAYS Tm POST wRE Rrvc rvc III Q R-i
ON 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIN WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS CR EXISTING PAVEMENT. THIS MAY (F AOPLCAO[) �I1,I ( I I TI� STILL PosT E.0 °
ON REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR QEANWT OF ANY MEASURES USED 10 TRIM SEDIMENT. FBI
wovery TILLER FAawe III 1wmwARE CLOTH Q
4. ANY SEDIMENT SPILLED DROPPED WASHED CR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE FLTETI FAQ (KOOT 15 OR AST)
O
- _ aR�
......j�•••.v.•.•.•V.•.•.•.•.•...•.•.•.•..•.•.•..•.•.•.•.•.•.•.•.•.•.•.•.•..•.•.•.•.•.•.•.•.•.•'••••••••• _
\ SWEPT BACK ORATE ON A NIGHTLY BASIS wONFN FlLTFA FAIpHK ��
••Sd•• % df" .)--.., J'..v.ii {.{....CAUL.S.t4 W
...fKT•:a FL 1
WREN WASHING IT IN AN AREA 4•2:•:y:•is:ti i�:{:::•:y:•i:{::;::{:•L::::::••'p:::{:Yi,:•L::::{ y}•$:•$:S• - Ir..i mf..
O T.D I
S. WHEN APPROPRIATE,LOTH IE WHEELS MUST BE CLEANED TO REMOVE SEDIMENT ME TO ENTERING A PUBLIC STREET. E SH G S REQUIRED. SHALL BF DONE EA
+. 4 - W
J I
W -
STABlUZED WIM CRUSHED STONE WHICH GRANS INTO AN MPROVED SEDIMENT BASH SEE SM.N0.JO.nB. -n-III U
- �� :-II'�II'II II.II II II�=1 II� II�II" II`y�r 1=LII�11
_ I II•I[=H II A=II II II IL 11 11. R -n _. w
0 B. WOT MAY REWIRE A STANDARD COMMERCIAL DRIVEWAY(S1D.10.24&10.25)1D ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.OR ON ANY �T ��,,��, IFS L1 !I II. 11==11 II' =0 I-II II TI 11: 11=11 I 11-=-10 (T -
o STREET YATH Ax IXlsnxc sDEWALK TO REMAIN aPEx WRNC cWSTRucnW. I I=1101F=#11=11#j"`H.+'I#II.M-#""7R� Ilf"I IL# H�ionow� _ II-11-11 1=11 II IP91-11=1 II II II 11-11 II 1-11= TI-11- - O
It II II II-.=11 II II II IIPII II II II.11=11 II II II.R I II.II I-1 =11 IIF= II- 11 II=.11�TII_I I=11= II=1
.E ]. FOLLOW WORK AREA 1RAFf1C CONTROL HANDBOOK(WATCH)Fpt SIDEWALK CLOSURE OR DETOUR/gVER4ON. II II-II I II II II II:11 I II 11 II-.11 11 II II 11- II 11:= -
-IIII-.11:=11- 11=.11=11 RI11111-11:=11 .11=1 V
AND COMPACT
gTRENCH AND
• wclmM
PUBLIC STREET GFNFRN NO
TES:
A 1. WOVEN FILTER
ABRIC BE
LT
IS TO
FOR A
ERIOD OF
ORE THAN
P,,,,,GRWNDI III-1 I I-1 I I-I 11-1III 1111 1 SDI STABLL7ATON FABRIC 2. MSTQL POSTSSFNAIL BE Su0 USED
HEIdRlAND BEEOF 1HE SFlF NlASTNFAPANOLE STEEL LZ G
III-I UNDER 2-3.OF WASHED STONE MAIRJTFNANCF NDTFS: 9
GENERA! NOTES: MAINTENANCE NOTES: 2 V Y
IX.CONC. 3. TURN SILT FENCE UP SLOPE AT ENDS. 1 FILTER BARRIERS SHML BE INSPECTED BY THE FINANCIALLY RESPONSIBLE ANOHARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1.ALTER OUTLETS SHALLBE INSPECTED BY THE MUNCWLLT RESPONSIBLESP PARTY OR w ITT
100'MIN. DRIVEWAY
WAY APRON 4 S REQUIRED AT BACK OF SILT FENCE WHEN GRADING!s OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LUST WILY DURING
1'TATiI£RNl'Hl FILTER INCHES. lip
SIDEWALK AT ORANGE SAFETY FENCE PROLONGED P,NNFAll.ANY REPAIRS NEEDED SHALLBE MADE IMMEDIATELY. 0
SEDIMENT
PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL T VILE IMMEDIATELY.
H
BUFFER
o BACK Of CURB AOVLEM Tp SWIM BUFFERS,SOtFM15 DR WER.WOS REEFER la SWIM 2.HARDWARE CLOTH SNAIL BE ANCHORED TO THE STEEL POSTS SECURELY USING 0 _
GVIDfL TIES)THE COLOR ORANGE IS RESERVED FOR w5W1 ICENTFICATON OF
p e __ ___ (IEDFNS RETAINED DURING ENVIRONMENTALLYES).THE COL.O AREAS. 2. SHOULD TIE FABRIC OECOMPoSE OR BECOME NEFFECTNE PRIOR TO THE END MPROPRE C OTH SHALL
HE ANCH CLOTH SHE BE KEYED N A MINIMUM OF 12 INCHES 2 TIE STONE BHILL BE nEPIACED PROMPTLY OTTER ANY EVENT THAT FL.CLOGGED
OF THE EXPECTED USABLE UFE AND ItlER SILL IS NECESSARY TIE N LENGTH AND BADKRLLLD PROPERLY AS SHOWN N ABOVE DETAIL HARDWARE CLOTH TO OR REMOVED IT. E c S
• _ FABRIC SHALL BE REPL1.PRWPRY E STD.530.09(19 NUG6 I/4"SPACING). i0
? • .:yA T Xr1 5. DRAINAGE AR.CAN NOT BE GREATER THAN 1/4 ACRE PER 100 rr OF FENCE. BE SOME AS 3 SEDIMENT DEPOSITS SHOULD BE RENON WHN DEPSSTS RUCH THE HEIGHT o N E
'.;.- ., K e. SLOPE.CMS CAN NOT IXCEm CRITERIA SHORN N TABLE 6.52A NORTH CARWIU 3 THE HSEDIMEIGHT OAF THE E.SHOULD BEREMOVEDSEDIMENT
MEN DEPOSITS REACH DEPoSnS RENAMINGMN PUCE 3.POSTS SHALL BE NO MORE THAN 4CONCENIRAhII ROWS ME ANTICIPATED AND AT THE OF MICETHE
OUT.
I REM ED SRN BE S.REMAINING IN PLACE AFTER THE SILT
DRESSED TO CONFORM TO THE FASTING tU m Y
8 • GGGG EROSION AND SEDIMENT CONTROL PLANTING AND CRS ON MANUAL AFTER THE SILT FENCE S REMOVED SHALLE BE DRESSED TO CONFORM TO THE HALF4.snE OUTLETS AT ANY POINT SMALL GRADE PREPARED AND SEEDED i y
- T. DO NOT INSTALL SEDMFM FENCE ACROSS STREAMS,DITCHES,WATERWAYS OR OTHER WISING GRADE PREPARED AND SEfOfp, DIRECTION OF THE INSPECTOR.
y
AREAS OF CONCENTRATED RAW. 1 2 K
C
E .3 Ellg§ih3
NOT TO SCALE DATE
NOT TO SCALE NOT TO SCALE
2 • CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE March 18,2021
�1 LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE /Mk NO ens VW1 LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE ' ee.NO. .REV kWT, LAND DEVELOPMENT STANDARDS SILT FENCE
CHARLOTTE INCLUDES LTLARIATTE BET 30.11A 15 CHABLOPIE INCLUDES CHARLOTTE en 30.06A 15 ©LAW-oTTE- OUTLET BT°to or
INCLUDES CHARLOTTE EN 30.O6C 1 J
SCALE
- None
E
al
i
JOG NO.
NOTE ,,w,CAROB ox`�ZH CAROM 2019-1335
Standard Details asshown herein are based upon City of �`�./JM HWART •ZZ''� /V' N9�•y
Charlotte requirements and are rshown for reference =�t HAMBLEION&ip- SEAL
only. EMH&T does not represent orwarrant details listed =�: = SHEET
within this Sheet. - No.F,INC. Imo` -1 �46I07,0003d9
A••No.F-1016 j�Q` !YtN^ 07:o0-DgoO`
%CIO •"�• 9F ..GANEF--!,„ , C3.9
nun !Tom NmolooA

KEY/ANCHOR MATERIAL AT / \ PLAN VIEW BLO LES PER NOTES: \
TOP OF SLOPE. ARM ASSEMBLY . F-I\ DESIGN c[scvou
SECTIFOR
//// 12"MIN. ^L 1 -_ 1 SEI. DIMENT
ATOM REGARDING
SPACING TYP.' .lMDRAIu E SEDIMENT ,-®
/'( ^ ^ �'C'ENCLOSURE (ACRES) <MO AG. , R?'''Ic*!!42 (....
�_ DESIGN
slPorEIONI �uil ex
` ,V
GENFRAI NOTES: lVl = /1 Ixsruuiwx a
36"MIN.SPACING TYP.N 1. LAY BLANKETS LOOSELY AND I WImHm"RAno 21 INFLOW Iq-�DIRECT PERSPECTIVE VIEWIIIII A MIN.�0 WINRAOPVC ELBOW_ WC END CAPSFlYTHE CRY OF CHARLOTTE PERMITTED FOR USE IN'WIMEN �M \ WATER SURFACE �_I�YE_\TI (FV IIFIIe; N(cI TOP OF NCRA55.MAT/BLANKETS SHALL II` 1IIII PVC END CAP • /�I:`U ;
HAVE coop SOIL CONTACT. / `w` SURFACE (SO FT BOSON INVERT ai
{. THE OETALL SHOWN IS FOR SLOPE PVC PIPE 1 REOU REO Q�Q)� T
SPILLWAY ELEVATION
MATTING. FOR CHARNEL OR PIPE 1/2"HOLES N CROSS-SECTION VIEW -•RM BERM;SEE NOTE p
OUTFALL MATTING SPECIFICATIONS PVC TEE UNDERSIDE Sl 1'FREEBOARD
// WATER TABLE STANDARD PLEASE 1'AND
ESCPDM NGZ`M:N PVC TEE ORIFICE
E OVER EMERGENCYFSPILLWAY . EMBANKMENT R
_ 1 MANUFACTURER'S GUIDELINES. INFLOW MIN.1. ' T O
FLEXIBLE PRIMARY SPILLWAY(RISER)
_ SCHEDULE 40 'ulN. - a
1,1\II%n/ HOSE
` PVC PIPE DEWATERING � ' Z
• 1111111\\\\, B ZONE % L _r ! L>l �- EMERGENCY A
\_ NON IWOVEN GEOTERUR FILTER CLOTH ,i�i GAL li SPILLWAY
FABRIC 4'ABOVE SOURCE WATER. FILTER FABRIC
END VIEW FRONT VIEW DEPTH CLEANOUT H x 1.5 PAGE
CONTROL SPECIFY MEASURESf
DATA BLOCK
(H/2) 1.SEDIMENT
BAFFLE (5'MIN.) NOT TO SCALE °
BASIN DRAINAGE D09LADED BASIN W e�51N SU ACE MFA CIFANOUT Z i SKIMMED SKIMMER g
TIES TIES W R B�IRm RO'rTOED R[OUIRF�RF(FROWOm MR/2(Fr.) (fEEf) (fFET) (FEET) (FEET) (FLED OPEN OWIEPoIER Q
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVMM EROSION AND SEDIMENT POLLUDON CONTROL MANUAL.MARCH 2000. (4. ) (AC ) (c .)(cue J- (SO FI. .4
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. _ zo s.o 20 2.0 _ s zs
NOT TO SCALE 'H'REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF NE PRIMARY SPILLWAY. NOT TO SCALE _-010 2'29 2.29 10.63 4.122 45.924 4.622 15.626 I S 3.0 10 20 2.0 5 1.5 1.4
2 IFinal 8.31 8.31 32.03 14,958 45,924 13,933 15,626 1.5 3.0 5.0 20 2.0 5 3.0 26
• CITY OF CHARLOTTE • CITY OF CHARLOTTE • CITY OF CHARLOTTE
� �b LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL ,Sm CO REV WC�) LAND DEVELOPMENT STANDARDS SKIMMER LAND DEVELOPMENT STANDARDS SEDIMENT BASIN B D.NO. R
S 11NRLEYITE. INCLUDES CHARLOTTE ETJ 30.20 1 REV
`©1LRLarrE. INCLUDES CHARLOTTE ETJ 130.02E 1 j CHARLOTTE. INCLUDES CHARLOTTE ITS 30.03A 18 z
w
r4 6MRI E '1 1-
D DF 6DRaE 2.7.
GENERAL NOTES:
1. DRIVE 5'STEEL POST AT LEAST W
GENERAL NOTES OF SURFACE Mp, 24" INTO SOLID GROUND.
lE
1. AREA UNDER EMBANKMENT SHALL BE CLEARED,GRUBBED,AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL.THE BASIN AREA SHALL BE CLEARED. 2. USE STAPLES 1'APART
HORIZONTALLY AND VERTICALLY 0
2. THE FILL MATEAML FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES,ROCKS, _{1,,, RO1II P TO ATTACH THE FILTER FABRIC
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATER, THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING W.EQUIPMENT WHILE BEING r4(W`O i� TO THE WIRE FENCE. I
CONSTRUCTED.SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS.ALL SPILLWAYS SHOULD BE UNED AND/OR RIPRAPPED. 1i1il IiF X 6 ry
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMUUTE0 TO DEPTH SHOWN ON STANDARD. 11�i 111l( AI��I%I" 1/I� ` 1 MINIMUM BAFFLE SPACING IS 10'. IA
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER TUT D WILL NOT ERODE. OW^ 011 IIF BRA FF F F1 % 4. THE FLOOR OF THE BASIN IN LL SLOPE
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. I A THE OUTLET ZONE AND BERMS
5. CONSTRUCTION OPEMRON SHALL BE CARRIED OUT IN SUCH A CANNER THAT EROSION MD WATER POLLUTION IS MINIMIZED. I111 OFT �� SHOULD BE SEEDED
6. ALL CUT AND DLL SLOPES SHALL BE 2:1 OR FATTER.UNLESS CERTIFIED BY REGISTERED GEOTECHIGLL ENGINEER. ,11111V
/%I'i/ {I0111111 11IIII �N ,rl ISM CONSTRUCTED.EDIATELY TITHE BASIN
T. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABIUZARON. / 1I�3 ; Y,� „NA
11„ 4 • / 5. REFER TO NCESCPDM SECTION
B. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT B MET. THE BASIN SHOULD l / /r ')!i.�i X /6.65 FOR ADDITIONAL 1 MN 2'ION COMPACTED BERM
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE WIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN / a A{Y1 SPEOFlATONS. ILT FENCE
DIMENSIONS 1 $
ry FiNISH (SEE NOTE 2)
B. THE LENGTH OF THE STONE OUTLET(SPILLWAY)IS TO BE BASED ON A 10 YEAR STORM. / W a AIATU GRADE10. WHRSHENEV RS TOPALL REAP S,INSTAL.°IN.EALL BASIN BASIN LENGTH SHOULD BE TWICE(2X)THE BASIN WIDTH,TO ALLOW FOR SETTLING. / "' ..-C)X"QUJ.CASOUND
11 BCLEANOUT LOWING ME ES SHALL
E PLACET IN ALNT,OF DIMENTTHE BA NS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED I I \\\
`J O/J'Cy Q
D_ 12. SKEY FENCING J'HI.SHOULD BE PLACED MOUND ALL SEDIMENT BASINS. % a
13. FOR DESIGN OF SEDIMENT BASINS.REFER TO THE NORM CAROUNA DEPARTMENT OF EMARONMENT AND NATURAL RESOURCES. ♦b'xAK.sPAONO %�-%/ CI CA
1'WQRK)N AND SEDIMENT CONTROL!MANNING AND FIFSIF.N WNIUJ (TYPICAL) 8 sNE1 Past N14 14
14. FOR SLOPES GREATER THAN 10'IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE SLOPE TERRACING WILL BE REQUIRED. D1H AND DEPTH x
Ov 15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED.THE SILT FENCE MAY BE REMOVED IF PERMISSION Tm 1 OF DITCH TO BE DESIGNED 0 OR EOUNALENT Q
HAS BEEN GRANTED BY ME CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN BY ENGINEER(18"MIN) L^
ESTABLISHED. FI OW.� z
EO 18. WASHED STONE AND WIRE BACKING SHALL BE USED W.SILT FENCE WHENEVER SILT FENCE IS PLACED AT n 'a
T/ � IAA•^.
THE TOE OF A SLOPE>10'115(00AL 0R ALONG ANY CHANNEL OR WATER COURSE F I.y
NOTE euRIEO Iu rxwcHP� r 1.DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 11G.
nGl IL )N 2.SILT FENCE MAY BE REQUIRED BEHIND BERM F I1-40 wI
LLB °a C Z Ii�-H
Y NOT TO SCALE NOT TO SCALE as 0 O/O
w • CITY OF CHARLOTTE • CITY OF CHARLOTTE K• LAND DEVELOPMENTTYOF
FAR STANDARDS MJ 0 a.61
ACTn LAND DEVELOPMENT STANDARDS GENERAL NOTES-SEDIMENT BASINS BD NO R� Wh LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION - TEMPORARY SILT DITCH �gE-I z
L71 tRurrrE INCLUDES CHARLOTTE ETJ 130.03B 15 1D 15 (IIUOIIFIIL
INCLUDES CHARLOTTE ETJ (30.19 15J INCLUDE CHARLD77R Sri 30.05 15 V W
F W Ig
(Eg z0 0 W
a U rA
a o.4
wow mous. I W H" 0 0
R■■I■■■■■■■■■■■■■■■■■■■■umom FILTRiW °
WOVEN I III EE P M 15 OF 15,.,�AD DOES 0
n 4- a
�� w
E 1 w
o IN AT RI-11N1141h.DPI_-....T"1P111fII111P�I119TE11J11TIIlT4.11..11m yc
E -"-li I I�1 TI°1l'.T191�'1Pu11f11-1-1 TI '�11�11j1'TI 4 c-
-11=11 11-II II II II-11=.11 ll E.-' COANcxoR um,
GENERAL NOTES: ertxFLL
MINIMUMA 1.WIRE FENCING SHALL BE A MINIMUM OF 3r IN WIDTH AND SHALL HAVE A
F NWIRES W.IV STAY SPACING.
2.yKNEN FILTER FABRIC BE USED WHERE
1.
IS TO REMAIN MR A,
30
RYS 414
J PERIOD OFMORETwW 3.STEEL POSTS SHALL BE 5-D IN XEMNT L.VO BEFOF 11E SELF-FASTENER 1,1 g
AHCLE STEEL TYPE.4.WIRE FENCING.SHALL BE AT LEAST/10 DEE W.A MINIMUM OF 6 UNE °3•RIpC
8 MRCS
SILT
6 STAYSPACING.T ANDNTENANCE NOTES: g 5.,E
SLOPE
6. REQUIRED TO BE SHOWN ON PUNS AT THE TOE FILTER
R ED RAIN ALL ANY
R .CH NEEDED SHALL AT MADE MMLEDAOIE'LY. E'$O
o. WIRE
GREATER T4HANaio vmna.L(2:1 smD x0 o.p
SHP,BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTVE PRIOR TO THE
t. T.ORANGE SAFETY FENCE IS REQUIRED AT B ArweF,OI IDENTIFICATION Of SWIM
MORw,SvRE MSS O5�NEK OF SILT NEILA'G FOR ER 50 GRADING
G swLL REP28O PROMPTLY. E 040568 STILL Is NECESSARY,THE FiPRK: t 2 00
MAN BE DRESSED NTDEPOTTSROMIRNTI THE EXISTING EN INIIg
E „,ii
FENCEGEA�GNNOTBEG�TER PREPARED BARRIER.��:SE� HEIGHT
ji 9.SLOPELENGTHSµDNEMCOR"SPLANNINGIDNONAEROSN SEME CONTROL MU6IMANUAL
50 10.D0 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS.worm.WATERWAYS OR
OTHER AREA:OF CONCENTRATE FLOW. NOT TO SCALE DATE E
w CITY OF CHARLOTTE HIGH HAZARD
March 18,2021
I(CY)9 LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE
(5114 NO MT
INCLUDES CHARLOTTE ETJ I30.06E 15
SCALE
None
E
al
i
OH NO.
NOTE �otN CAROB oY`�ZH CAROL 2019-1335
Standard Details a shown herein are based upon City of �`?fJ•MECHWART Z' /'o' N9�•V
Charlotte requirements and are rshown for reference ER: HAMBLEION&ip- SEAL
only. EMH&T does not represent orwarrant details listed =�: q • = SHEET
• TILNo.F,INC. 2�=/\ (` �07:00-0..0 -
only. this Sheet. - /11; =Er,..-..-A No.F-,016;A�Q` OT:00-ON.00 C3.10
'' F OF•PV`;."''`` oAA DRYM.i-.4\•
n11L AAnmu11i10°

L
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE MITE CON<RETE vasxouT UN SITE CONCRETE WASHOUT
THE NCGO1 CONSTRUCTION GENERAL PERMIT preventdischargeo STROCTuvE vlrx um c
1. Maintain equipmentvehicles and toffluids. i STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. _ T y�-
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the
!;�PT �_�R .•�-.•;j l W'AE"- �A ,
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The I 1; ,„ k M co°cslvE qr ~"��
permlttee shall comply with the Erosion and Sediment Control plan approved by the project. .....1, +`.I�-II-�s�Rp/I' tAI.-„.0 0\V V 0 R STAPLES ' spa scan a"\n ntt'\ n /
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as v T p 1-'`= -f 0 0�°A <0 =0> seeks i 10N
may not apply dependingon site conditions and the del¢ated author) Navin jurisdiction. hazardous waste(recycle when possible). r • > < SILT FENCEill'
O V c v/ io Dille
g authority having rgx: � m. o d U.S.,P LNN` oalloeApEE yP.I <0> <o, o
5. Remove leaking vehicles and construction equipment from service until the problem �. pinsil A �.-i E s
SECTION E:GROUND STABILIZATION has been corrected. �•'�"e�"e' 0> CO MP.LO <O> <0> �� _
6. Brio dfuels,lubricants,coolants, fluids and other petroleum ducts ..-�� /o AN is - /n
Required Ground Stabilization Timeframes Buse y pe proMa
0 sex E�"�aA� <o o C o 4>
Stabilize within this to a recycling or disposal center that handles these materials. .-.�am�%Sr�.ve m A /V V ✓V \ SECTION B-B
Site Area Description many calendar Tlmeframe variations - e.rm me 8f�n c,mrner Mee reps gc�nmrner �B \
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE , Npnrn, us
land disturbance 1. Never buryor bum waste.Place litter and debris ina roved waste containers. ORSTAPLE'S LLOCATION DETERMINED IN ''
(a) containers
- WASHOUT E,.�noTING DEVICE ale xea MIN.) I SECTION A-A FIELD O
Perimeter dikes, 2. Provided sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTSNOTES.
LOCATION DETERMINED IN FIELD TE��I`conNG DEvccE ue xea Dent `/z
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. II WASHOUT STRUCTURES SHALL BE MAINTAINED ;
perimeter slopes 3. Locate waste containers at least 50feet away from storm drain inlets and surface 2. Disposef,or recycle settled,hardened concrete residue in accordance with local SHALL WHEN THE LIQUID AND/OR SOLID
waters unless no other alternatives are reasonablyavailable. r cyc SOLID Is OIT
REACHES 75%OF THE STRUCTURES
(b) High Quality Water None avaia and state solid waste regulationsand at an approved facility. CAPACITY. Es 75i OF THE STRUCTURES HOLDING CAPACITY WITH A MINIM.
(HqW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in PLAN PLAN 1e INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
(c) Slopes steeper than from upland areas and does not drain directly to a storm drain,stream or wetland. additionthe mixer and associated materials on imperviousbarrier and within CLEARY MARKED SIGMAGE NOTING DEVICE. Dvern
If slopes are 10'or less in length and are place
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. NEEDSSIGNAG
NOTING ARYM. p
allowed provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an EEDs TO BE aEAa
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval If local standard details are not available,use one of the two NOT TO SCALE NOT TO SCALE 'a
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. m
G
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must m'
- be pumped out and removed from project.
-7 days for 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 drains,streams or wetlands. 6. Locate shownwasho that least other
from stormare drain inlets and surface waters unless it
(e) Areas with slopes can be shown no other alternatives are reasonably available.At a minimum, '0Y
flatter than 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 C
there is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive a
wastes in a controlled area. spills or overflow.
3. Contain liquid Note:After the permanent cessation of construction activities,any areas with temporary 7. Locate washouts in an easily accessible area,on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the EROSION AND SEDIMENT CONTROL NARRATIVE
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 approving authority.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project Project Description: The proposed project is the development of parking lots and associated connecting drives to provide adequate parking
surface stable against accelerated erosion until permanent ground stabilization Is achieved. limits.Postsignage on the washout itself to identify this location. for the upfit of the existing building.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit
GROUND STABILIZATON SPECIFICATION 9.
Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bags or other temporary structural Existing Site Conditions: The existing site consists of an existing building,parking lot,roadway and vegetation. Z
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonably available.If50 foot components when no longerfunctional.When utilizing alternative or proprietary
techniques in the table below: offset Is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. Adjacent Areas: The site is bounded on the north by Mallard Creek Drive and residential housing,south IBM properties,east by IBM
Temperarymabllbatlen I Permanectnebflbfden on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of Drvie and west by Penninger Circle and residential housing. W
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or In high In an approved disposal facility.Fill pit,If applicable,and stabilize any disturbance 1
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused bremoval of washout. Soils: According to a map provided by the Natural Resources Conservation Service dated March 12, 2020. The predominate
•Hydroseeding •Gmtextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. sods on the site are Cecilsandy clay loam(CeB2),2 to 8 percent slopes, moderately eroded,Cecil sandy clay loam
•Rolled erosion control produces with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace (CeD2),8 to 15 percent slopes, moderately eroded and Wilkes loam (WkB),4 to 8 percent slopes. N
without temporary grass seed •Hydroseeding with properly operating unit.
•vpproprlatelyapplled straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES Watershed: Yadkin Southeast Catawba W
•Plastic sheeting with mulch - 1. Store and apply herbicides,pesticides and rodenticides in accordance with label ft
•uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. Receiving Stream: Mallard Creek Watershed O
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or SO feet away from storm drain inlets,sediment basins,perimeter sediment controls I bel,wh[h lists directions for use,ingredients and first aid steps in case of Critical Areas: Limit runoff to adjacent properties and limit the tracking of mud and dirt existing streams on site. _
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. IA
•Rolled erosion control products with grass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of Erosion and Sediment Control: Perimeter silt and tree protection fence and inlet protection will be installed to mange the runoff. Disturbed areas
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surfacele r where they re yspillor leak into ea immediately.
drains,ground water will be temporarily and permanently stabilized throughout construction activities.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. Dr not stockpile
pleth ssmepill ocicsn area immediately.
construction,selecting from the NCDWR List of Approved PAMS/Ftocco)onts. 4. Do not stockpile these materials onsite. Maintenance: The erosion and sediment controls shad be maintained throughout construction activities based upon the observations
4. ithithe stockpilepprove withinnd timeframes lrequir on sheetabilca ioris - made during the required site inspections.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE Sediment Fence:Accumulated sediment must be removed from the fence when the sediment reaches h the above
PAMS/flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. ground height of the fence. Undermined or overtopped fence must be repaired or replaced with a rock check dam.
4. Provide pending area for containment of treated Stormwater before discharging •_ 2. Place hazardous waste containers under cover or in secondary containment.
offsite. 'i ;NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. Inlet Protection:Accumulated sediment must be removed from the fence surrounding the structure when sediment .4
5. orStore surrounded
tits in leak-proof containers that are kept under Storm-resistant cover 1- ached Ti the above ground height of the fence.minlet sediment bags shall be check and empties when)4 full of .4
by secondary containment structures. t _y'Environmental Quality sediment. .]
a or 0
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 Soil Stabilization: Seeded and
shall be inspected span rain events toe Dr eareasrosion c not washing out Washed outCA
shall Stabilization:
repaired endear seeded.Temporary sediment controls and/or ee control matting mot need to be U a
M, uutil zed if washout problems routinely occur. II',
I••1
N Skimmer Sediment Basin Inspect sediment basins at least weekly and after each significant(X2 inch or greater) C [�.I
PART III PART III PART III rainfall event and repair immediately. Inspect the outlet structure to ensure that the basin is draining properly. Z W W
co SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING Remove any accumulated debris which may impede the basin dewatering.Accumulated sediment within the basin shall O F A
rni be removed once the sediment elevation hos reached the cleanout elevation as indicated on the detail.A stoke
C:REPORTING installed within the bottom of the basin indicating this elevation can be provided and visually inspected.The removed W 4I4
SECTION B:RECORDKEEPING SECTION Fl SECTION A:SELF-INSPECTIONsediment shall be stabilized on-site.Check the embankment,spillways,and outlet for erosion
ion damage,and inspect Q W 0
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported the embankment for piping and settlement and repair immediately as needed. Remove all trash and other debris from /1 a
below.When adverse weather or site conditions would cause the safety of the Inspection The approved E&SC planes well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: the rise and pool area. 0 Fwl F
personnel to he in jeopardy,the Inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. i �/,
which it Is safe to perform the Inspection.In addition,when a storm event of equal to or The followingItems pertaining to the E&SC Ian shall be kept an site and available for Sediment Basin: Ins �'Q O
T greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be g p p Inspect sediment basins ats least weekly and after each significant(Y inch or greater)rainfall event P G O
w inspection at all Ames during normal business hours. and repair immediately. Inspect the outlet structure to ensure that the basin draining properly. Remove y P3
performed upon the commencement of the next business day.Any time when inspections _ (b) Oil spills If: accumulated debris which may impede the basin dewatering.Accumulated sediment within the basin shall be removed ff10 ,.,/U
Sli were delayed shall be noted in the Inspection Record. lumen Document Documentation Requirements • They are 25 gallons or more, once the sediment elevation has reached the cleanout elevation a indicated on the detail.A stake installed within the W 0.I�I
(a)Each E&sc measure has been Installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, bottom of the basin indicating this elevation can be provided and visually inspected.The removed sediment shall be F 0 E. I"l
Inspect Ia•ing normal Inspection records neat Include: and does not significantly deviate from the of the approved E&SC plan or complete,date stabilized on-site. Check the embankment, spillways,and outlet for erosion damage,and inspect the embankment for UU W �-i
business houral locations,dimensions and relative elevations and sign an Inspection report that lists each • They cause sheen on surface waters(regardless of volume),or piping and settlement and repair immediately as needed. Remove all trash and other debris from the rise and pool a U P.4
ciElc Ial Rain evc palm Daily rainfall amounu shown en the approved MSC plan. E&SC measure shown on the approved MSC • They are within 300 feet of surface waters(regardless of volume). area. IGI
If no daily rain gauge ruse dens are made during weekend e I This documen[a[bn a required u he w F ►y
good maintained
working holiday periods,and no Individual-day rainfall Information Is pan, pure poor o Z
73 ,,rare verusu record the cumulative rain measurement for those uns Initial installation of the E&SC measures or if Sediment Trap: Inspect temporary sediment traps at least twice weekly and after each significant(XZ inch or greater) pa.Z 11
to tam this will determine a a sire inspection is the F&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 rainfall event and to one
- Remove sediment, and restore the trapto its dimensions when the F Q O W
or needed).Days on whit no rainfall recurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.31 or Section 102 of CERCLA repair immediately. original L
_ sediment has accumulated to o e-half the design depth of the trap. Place the sediment that is removed in the Q CA VD
r me permlmeehmay use another rsimmenlmring device b A phasef din has been completed. InitialaM date of the approved ESSC (Ref:40 CFR 302.4)or G.S.143-215.85. designated andnthepart of the facingthat isimpaired bysediment Check the structure '�
approved by me!Division.
11 o gal g Petedisposalarea replace grave 0
DI E&sc stoncece 1.Identification of me measures inspected, plan or complete,date and sign an Inspection for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is m mum of 1.5 u 0
measures calendar days 2.5e and time of the inspection, report to indicate completion of the d Anticipated unanticipatedb feet below the low point of the embankment. Immediately fill any settlement of the embankment to(slightly above 00'Z
n h () bypasses andbypasses. design grade.An displaced from the spillway must be d immediately.After all sediment producing W 0
Pate
o phase. gn y tip rap pace pi y replaced y. pro o F U
houri of a rain 4. whether were oporatmS construction areas have been permanently stabilized, remove the structure and all unstable sediment.Smooth the area to blend F
oN Ic)mend cover is located and installed Initial ande date of the approved E&SC permonen y ►e
24h4.rs S.Lomap ►se`pMnmwnet n of maintenance needs for the measure, M accordance with the approved E&SC Man or complete,date and sign an inspection le) Noncompliance with the conditions of this permit that may endanger health or the with the adjoining areas,and stabilize properly. CZ
o 6.Description,evidence,and dare of corrective actionstaken. pan. report to indicate compliance with approved environment. W
ITstonnwau. Bs inspected, ground cover specifications. Diversion Channel&Check Dam: Inspect the channels to ensure runoff from the site is properly being routed to the
nunnrdischarge 7 lsocsl 2.Reporting Tlmefrem sand Other Requirements sediment basin. Removesl accumulated
control
sediment from the check darn when the height of the sediment has reached h
into Gaya Idl The maintenance and repair Complete,date and sign an inspection report. g g U W
e ursofarains nsucn az au requirements for all E&SC measures of the dam height. Erosion matting shall be replaced orreinstalled if damaged by the Doff. W
E zah- nee�n m, have been performed. After a permlttee becomes aware of an occurrence that must be reported,he shall contact C
hours re a Corrective actions have been taken Initial and dateacD of rhea roved E&iC the appropriate Division regional office within the timefra mes and in accordance with the Construction Drive:The m rock thickness of 6.shall be maintained throughout the utilization of the temporary
o () o, pp other requirements listed below.Occurrences outside normal business hours may also be entrance. Sediment deposited onto thepaved roads shall be removed
E Nlammctevor outside she umin,man a.eeom toE&SC measures. plan or complete,dale and sign an inspection reported to the Department's Environmental Emergency Center personnel at(8W) pose daily. U
sire report to indicate the completion of the 858-0368.
MI and within 20 2.Actions taken to dean up or stabilize thesedlment that has leis corrective action.
lint Or rain
en 2,Additional Documentation to be Kepton Site Occurrence Reporting Tlmeee menlAfter Discovery)and Other Requirements
the site limits.
_ n In ate rasevraiveatlrsisre en,and
z4 hours on est°the actions men m control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Witldn24hours,an oral or electronic notification.
U'I sneamso. see visible . site and available for inspectors at all times during normal business hours,unless the deposition ina • WRcelcalendar days,a report that contains a description of the m
m or wethna has Increased or• Division provides a site-specific exemption based on unique site conditions that makewetland sediment and actions taken to address the cause of the deposition. 1
J wet...Roe tie onvisible ecorof to followingty shalrn rhe he made: this this re quire ment not medical: streamDivision staff may waNe the requirement for a written report on
(whereteo hours°. Desc and within 20 activity,ription,eakfeme and he datere corrective actions Mien,anti case-bY'wse basis. Fy
I accessible) event>zoln.h In Ae.reaorme required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. lime Dream is basis.namedon me Nt3o3la)fist aslmpaireaforsediment- .4•
24 hours z Regional orcepar part III,Section c,Item t2Eal of this permit related causes,the Ferranteee may be required to perform additional CC 01.
= (6)Ground Aber each phase or grading(Installation of perimeter k&5< monitoring,Inspectinnset apply more stringent practices If staff O rE
gradmeasures,ing (b) Records of inspections made during the previous twelve months.The permlttee shall `m o
09 measuu. grubbing, of car record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance -d$o
ea yredevekpment.00e.of all rrmarnentm with the federal or state impaired-waters Conditions. E•
Division or a similar inspection form that includes all the required elements.Use of xD PP
m)rucslono electronically-available records in lieu of the required paper copies will be allowed if (b)Oil spills and • With,miudeurs,an oral or electronic notification.The notification oN E
Mat the release of shall include Information about the date,time,nature.volume and W
ground
unurroaavenbeen proven within the required
shown to provide equal access and utility as the hard-copy records. hazardous location of the spill cc release. gliafiNZ�' nmenemehor en assurance mat they will be provided as subsumes per Item
limn as possible. 3.Documentation to be Retained for Three Years
All data used to complete the a-NOI and all Inspection records shall be maintained for a period 11e1-(c)above e-A
EInspection quire day qu years project p upon request.( j (c)Antldpated •A report n lean ten day before the dare of the bypass,rypomWe
NOTE The rain ins coon resets there d 7 calendar dal [ion requirement. of three after ct completion and made available u t.40 CFR 122.41
o bypasses[alp CFR The report shall include an evaluation of the anticipated quality and
N 122.41(m)(311 effect of the bypass. Kill
4 PART II,SECTION G,ITEM(4) id)unentkipated • WIthin24 hours,en oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypass¢l4D CFR • Witldn7ealendee dayp,areoen that Includes an evaluation of the
122.41es[40 Withinquality 7 calenect of the bypass.
DATE
- (e)Noncompliance • Within 24 hours,an oral or electronic notification.
I'a Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains adescrlptbn of the March 18,2021
for maintenance or close out unless this Is Infeasible.The circumstances in which It is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that nonrompilame,and Its causes'.the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the a nticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal eairoament[4o continue;and sups taken or planned to reduce,eliminate,and
CFR 122.41(1(7)1 prevent reoccurrence of the noncompliance.[40 CFR 122.41R)(6). SCALE
shall no[commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement far a written report ona
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-bv.Case basis.
- (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include None
E properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
al (e) Velocity dissipation devices such as check dams,sediment traps,and riprep are provided at the discharge points of all dewatering devices,and 14'-5''.NORTH CAROLINA
3 (f) Sediment removed from the dewatering treatment devices described in Item(c)above Is disposed of In a manner that does not cause deposition of sediment into watert of the United States. 'Environmental Quality JOB NO.
011111 PION, 2019-1335
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 NOTE 4y,CAROL'''o, �Qt FESS po�iq'';
Standard Details as shown herein are based upon NCDEO `��81 {: EVANS •'•.t9 O N•.
requirements and are are shown for reference only. MECHWART Z SI _ 3***,Q 9l•sy
EMH&T does not tor warrant details listed within EN
=r�T2 HALIBLN,IN&•i- / y_ _ SEAL = SHEET
represent =�: TILTON,INC. .� 'Ip//NV--O'4 O7:tt03-19
this Sheet. 07:DD-0a,G0
�:iC''. ,. Cy`• NGINEF.?.:'i: C3.11
/FOFIPyk o,DBYMiitlo`