NCC242966_Site Plan or Location Map_20240925

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a EROSION CONTROL PLANS for o
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Plan Sheet Is Part Of The based on the information
Overa Approval As Of Theprovided th e
PP This prov review
by wase design done usingngineer.the
Following Date 9/20/2024 minimum acceptable standards of
the applicable jurisdiction. MATTH EWS VILLAGE PHASE 1A
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ECP-500029 I DLEWI LD AND STALLINGS ROAD D
Town Planning-Nadine Bennett-Approved as Noted-
9
24
Town Engineering-Susan
/7/ 0ina-Woolard-Approved as MATTHEWS , MECKLENBURG COUNTY, NORTH CAROLINA
Noted-9/17/2024
CONCEPT PLAN EPM #: 447296 «««< z
Land Development-Tom Hodge-Approved-9/17/2024
REZONING CASE#: 2022-771
NCOOT-Michael Mahjoub-Approved-9/19/2024 CONSTRUCTION PLAN - PHASE 1A ACCELA#: SUB-500011
EARLY GRADING PERMIT - PHASE 1A#: ECP-500029 L
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UTILITY AND GOVERNING AGENCIES w
CONTACT LIST: T < _N Q U o
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WATER COMPANY DEPARTMENT OF TRANSPORTATION Sheet List Table ^ i o ro
CHARLOTTE WATER - - Sheet REV REV / g ,1 S S U
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION w
5100 BROOKSHIRE BOULEVARD 7605 DISTRICT DRIVE Number x o
CHARLOTTE,NC 28216 CHARLOTTE,NC 28213 Sheet HTE Te No. No. o
704 336-3117
6 ( ) TEL:[phone] - - •
coo, COVER SHEET CU a a
m CONTACT:NATHAN KAMPHAUS _ Coo2 GENERAL NOTES Y V
PLANNING DEPARTMENT �O• f C003 GENERAL NOTES m
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wC101 EXISTING CONDITIONS PLAN Q
SANITARY SEWER COMPANY TOWN OF MATTHEWS PLANNING AND
N C102 EXISTING CONDITIONS PLAN ■_E S
re DEVELOPMENT /
w CHARLOTTE WATER
ti 5100 BROOKSHIRE BOULEVARD 232 MATTHEWS STATION STREET Ilf
// • c,n3 EXISTING CONDITIONS PLAN
MATTHEWS,NC 28105PIIQS[1AJ/, C104 EXISTING CONDITIONS PLAN
CHARLOTTE,NC 28216 STY LocaTON
O [phone] TEL[phone] ., C105 EXISTING CONDITIONS PLAN
u CONTACT:NATHAN KAMPHAUS
FAX:[phone] e
w ii,, C106 EXISTING CONDITIONS PLAN
•= C107 EXISTING CONDITIONS PLAN
zFIRE MARSHAL ZONING DEPARTMENT OVERALL BOUNDARY C108 EXISTING CONDITIONS PLAN ,o,s,ok.CAR°,�',,
p TOWN OF MATTHEWS PLANNING AND Q.O: ES 57•••.•y'
MECKLENBURG COUNTY FIRE MARSHAL DEVELOPMENT - C109 EXISTING CONDITIONS PLAN •
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2145 SUTTLE AVE 232 MATTHEWS STATION STREET - •
¢mN C109.1 EXISTING CONDITIONS PLAN - i°' SEAL r
CHARLOTTE,NC 28202 MATTHEWS,NC 28105 - - _ °° ° S 051702 t =
TEL:[phone] "a-_,., !,r• ^;w ? , CI09.2 EXISITING CONDITIONS PLAN
o TEL[phone] - ' .. °f�.F ENS ci
CONTACT:JEFFORY WRIGHT C109.3 EXISTING CONDITIONS PLAN %! ;YG I VAS
a FAX:[phone] P . ',,.P�;. •, 6`
EROSION CONTROL , c109.4 EXISTING CONDITIONS PLAN lJ, gjN00
GAS COMPANY c,o9.5 EXISTING CONDITIONS PLAN ,' �p/�q
a MECKLENBURG COUNTY LAND DEVELOPMENT
C09. EROSION CONTROL PHASE 1 Z C) C)
O 2145 SUTTLE AVE. PIEDMONT NATURAL GAS SITE LOCATION MAP C310 SIGHT DISTANCE-IDLEWILD RD J J y
CHARLOTTE,NC 28208 4339 SOUTH TRYON STREETel a O
fl TEL:[phone] CHARLOTTE,NC 28217 C311 SIGHT DISTANCE-STALLINGS RD W p p ct
S CONTACT:CHANELL HATCH ( ) NOT TO SCALE p N H(\ N m
TEL: [phone]
CONTACT:MATT AUSTIN C901 EROSION CONTROL DETAILS-A M m
Nd O r Q O m ]
C902 EROSION CONTROL DETAILS-B w
3 POWER COMPANY TELEPHONE AND DATA SERVICE C903 EROSION CONTROL DETAILS-C Y C C y o o U
° UNION POWER SEGRA KIMLEY-HORN SHALL HAVE NO LIABILITY WHATSOEVER FOR
1525 NORTH ROCKY RIVER ROAD 11215 N.COMMUNITY HOUSE ROAD, ANY COSTS ARISING OUT OF THE CLIENT'S DECISION TO OBTAIN
' MONROE,N 2811 CHITEAR O 0
T BIDS OR PROCEED WITH CONSTRUCTION BEFORE
TEL:[phone] EXT.13260 CHARLOTTE,NC 28277
3 CONTACT:KYLE JONES TEL:[phone] KIMLEY-HORN HAS ISSUED FINAL,FULLY-APPROVED PLANS AND
SPECIFICATIONS. THE CLIENT ACKNOWLEDGES THAT ALL I—
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PRELIMINARY PLANS ARE SUBJECT TO SUBSTANTIAL REVISION W
UNTIL PLANS ARE FULLY APPROVED AND ALL PERMITS W
li OBTAINED.
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Cl)NOTICE TO CONTRACTOR: /V�//
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U ALL WORK AND MATERIALS SHALL CONFORM TO THE MOST CURRENT STANDARDS AND W
x SPECIFICATIONS AS PROVIDED IN THE:
Y MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL >
E CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL O
co CHARLOTTE MECKLENBURG BMP DESIGN MANUAL
NCDOT STANDARDS SPECIFICATIONS FOR ROADS AND STRUCTURES
O OR THE MORE RESTRICTIVE OF ANY STANDARDS THAT CONFLICT. 0
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4. PROJECT OWNER AND CONSULTANT INFORMATIONco
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` �� rig DEVELOPER: ENGINEER: SURVEYOR: IW = a Q w
NallP�� Al PAPPAS PROPERTIES,LLC. KIMLEY-HORN AND ASSOCIATES,INC. THE ISSACS GROUP =
yr � L 4777 SHARON ROAD,SUITE 550 200 SOUTH TRYON STREET 8720 RED OAK BLVD.SUITE 420 ` a F
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CHARLOTTE,NC,28210 SUITE 200 CHARLOTTE,NC,28217 a
N PHONE[phone] CHARLOTTE,NORTH CAROLINA 28202 PHONE[phone] I— Q 2
[phone] TEL GEOMETRIC p
CONTACT:JIM SCHUMACHER,P.E. CONTACT:STEPHEN S.DYER,P.L.S. CONTROL isimi,
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o CONTACT: KELSEY STROBRIDGE,P.E. HORIZONTAL DATUM: S
NAD8383(2011) 811.m
2 140111' F
& VERTICAL DATUM:
Oi NAVD 88 SHEET NUMBER
m DRAWING UNITS: Know what's below. C001
a U.S.SURVEY FEET Call before you dig. 1
This document,together with the concepts and designs presented herein,as an instrument of service,is intended only far the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without written aulhor'vation and adaptation by Klmley-Ham and Associates,Inc.shall be without liability to Nmley-Flom and Associates,Inc.

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% e,i '=a I $` 1L� ( t p a° I �01 ^S CONSTRUCTION SEQUENCE-PHASE? EROSION CONTROL LEGEND
�/ .f \ r 1 A �v y I OFFSITE AREA TO t 1 �' n h \ \ _ 0
North Carolina ✓ I V I \ \ t IfII\ DRAINAGEAREA2 i/II / I/ 1. OBTAINGRADING/EROSIONCONTROLPANAPPROVALFROMTHEMECKLENBURGCOUNY
I 4� x )M� // /o )I I DRAINAGE AREA:22.0 ACRES I"-
\ n_ LUESA.OBTAIN NCDOT DRIVEWAY PERMIT APPROVAL.OBTAIN CERTIFICATE OF COVERAGE(COC) r\ \ �/rcO `-'tomw~`r\`. I 1\ f/ / I I I( t `` r / I (1 n\ FROM NCDEQ. - - PROPERTY LINE
I Note:this review was carried ou\ - x I -..F�< \�. j 1 ) I j \ d'`�
Plan - e t Is Part Of T e based on the Information , ` _ I - I - ^ l) "* _ " '\,---/ ). I II 11- \ 1 ," 1 \ T I \ 2. SET UP AN ON-SITE PRE-CONSTRUCTION LAND DEVELOPMENT
WITH THE FOLLOWING DEPARTMENTS:
rovide,d b the design engineer _ / 1 - - J/Fj.•41 n / LUESA EROSION CONTROL INSPECTOR, DEVELOPMENT INSPECTOR AND ZONING INSPECTOR. LOP LIMITS OF DISTURBANCE
P -Y- 9 9II __ --- N ��11 t, \ / X FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY
Folio A r@valAs Th 3I DSTDSTrd x 1,-,1)' ' . _ _ --- - �� /
■ 5 view-was d�� he ) f c, 7 \n { IS SUBJECT TO FINE.
Folio inn- ` 1,minimum a Ere standards o -: �` - -RONr -- X-Oy1�„� e` ti i \ / a` _, Xk EXISTING MAJOR CONTOUR
.ahe applicable furlpdILrbn. , ''� ,j7-A PROPOSED CE TO UTILIZE s T1 s"•,• p 1,A6 p - �__-`-� -__ 4�•°. 1 I 7,� 3. INSTALL SILT FENCE,TREE PROTECTION,CONSTRUCTION ENTRANCE,INLET PROTECTION,
_v- /EXISTING DRIVEWAY - DST T s •-� \ SEDIMENT BASIN#1,#2,#3 AND#4 AND ASSOCIATED TEMPORARY DIVERSION DITCHES CLEARING
--. y I - BYPASS PIPE. _ -- EXISTING 24.CULVERT�- - `'6� --- \_\ I AND GRUBBING ONLY AS NECESSARY TO INSTALL THESE DEVICES.STABILIZE THESE AREAS. ---XH- EXISTING MINOR CONTOUR CO
°"4 N AI TAINT /
.P -- `ar' e• _ -Ro. '" -../=f101�_ - r-Rn•� - - \ 2� \ \
'Mkt `�C! E •j1 • -�.722 -•- \ I / -\ ) 1 i--'\ � - ~ \ e ° 4. DURING INSTALLATION OF EROSION CONTROL MEASURES,LIMIT TOTAL DISTURBANCE TO 20 XX PROPOSED MAJOR CONTOUR N
1�`• • . _ . ` \ J `\ \ I / /�k > \ �k tQw���J ACRES AS SHOWN.AS SEDIMENT BASINS ARE STABILIZED,THE INITIAL LIMIT OF DISTURBANCE
a��%�• `S• ry/ - 1 I L- \ ( `� (LOD)IS EXPANDED ACCORDINGLY. CL
' L.d- \ ]18� 1tiry/ \\ CeB�� 777 ^1/ / /// /®\ I / ��\\ \ -'��- S. CALL FOR ON-SITE INSPECTION BY INSPECTOR.WHEN APPROVED,INSPECTOR ISSUES THE XX PROPOSED MINOR CONTOUR
�• �� '\:' / / / ) -\
a� � ,ik "n 1- \ .� / / 11 f I /-, \ 1 ��� \....\1',� GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
VI �4,,', •': \ i',1q''c l _- O,-,• ( -\ t I / 1 1//// / \ I 1 \ ) \ L \ LIMITS OF DRAINAGE AREA
�� ..,®�1' \'�•'.: -• \\ \ `-- - I / `r r � \ ///rv1I /// \ I) 11fI I j \ \ I ( \\' 6. NO STREAM AND/OR WETLAND IMPACTS TO OCCUR PRIOR TO ISSUANCE OF A 401/404 PERMIT.
X� ;, 4•�•- •:\ -�` DRAINAGE AREAL TO I 1p S\ �` // 1// // ) \)0 III I I \ \ \ \� ` \ 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL SOIL TYPE
\ ��� 7' \`-'- SKIMMER SEDIMENT BASIN I 1 I 72e- \ / f \ - / \I I \ \ \ I \ -\\ 1
�� �� �' ''' '•'' Y'� fff- ti0 LI ) 1 111 DEVICES AND STRUCTURES.
'NIii.. .'a•��` •\Ito--•-•-•�� °YP \ DRAINAGE AREA:4.00 ACRES ^ p t \\ 1 _72A. r- ///// / 1 / - /11 I \ \ I o \ 8 SOIL TYPE BOUNDARY
3 \ C:0.60 __ O / ) /( \ / 8. CONTRACTOR SHALL KEEP IDLEWILD ROAD FREE OF EXCESS DIRT AND DEBRIS AT ALL TIMES //////
�a��' ' -\,-' _ \ 1 ) . I \I//�/�//// / 1 \ I/III \ I I \I I I I / I DURING CONSTRUCTION. \\\\\\ Z
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\ DOUBLE ROW HIGH \��.;.'.:.'00'.'.'.:. '�.�'.'.' '. LOO \'�LODE- 10^ _ -LO`. ~ \ I -I I \ \ I I I (: % SLOPE ARROW
�. ,T, 1..-.-.-• .•�•-•-• - \ - ------ ,,------'/ // / I \ I I I 9. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL
/• HAZARD •�,s,'. .._>\.•..............1•.'..\•.'.•.'.'.'.'. -�.-_-_.:•::•::•:•: :•:•,•.-.-. •��•-_ \ \ / / -722 ( - / / ) �/ \ I 1 I\\ \s1 \ I t, \ I IN INSPECTOR PRIOR TOCOMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
/ � _ \ I r / 1 oI•I .� .. ...... ... ....._.. ...........�....�.....-._,.......\. �I �. \\ 1 ) 1 /^ SWPPP INFORMATION SIGN
INSTALLED� � -' -- ' . / 1I \�. 1�) 10.THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT INSPECTIONS ON STORM) J 1 1 DISTURBED AREA 1-/ DRAINAGE,SIDEWALKS,DRIVEWAY ON STORM DRAINAGE,SIDEWALKS,DRIVE WAV _ - _ _ _CONSTRUCTION1 . .-. •n -'-•.J.- _ -- ---• •••• •--- • ....• �120 // )/ ) 111r I IMPROVEMENTS AND ALL ASPECTS OF ROAD CONSTRUCTION.BUFFERPERDETAILrSlrtl?06:- " '.\�'f .•71'- ��1'- .\... '•t . '• / / \� 10Es-j:' �� � CONTRUCTION ENTRANCE
Ll�,y` ' '✓ • 4. .. ( . .'. /// / I TOTAL:24.95 ACRES ( L"� , P : > '� '`C-- )I 1 11.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.�` ,1 /. ..I.......... � '.'... ... ,.. .._• ...,X.• .�..... . //I / I // NET:20.00 ACRES \ / U ry
•'■� �al' '`��'� `� /�• _•_•_ 'BASIN FOOTPRINT: �--- _ - 718�\\\� • / // ^� / //� BASIN FOOTPRINTS:4.95 ACRES �'•� ( DD > PROPOSED TEMPORARY DIVERSION ? Z
\ \ '`� �N, I'.'p ''''f''' 0.30 ACRES ''' ----- `� \ � 18 // 1' // ) \ 12.COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL O
�/ sty C'` :':r.'.'.':':'.'/i :�:.:.. .... .'...LI' :':. , \ / l/rI w
\ �',�, '•�" -- - 1 ,d 1` _ •,�:.,ram•....:::.: tea`'`:•:• :....I .'...�.�..:._._ .:�.✓. /1 /- 1 1 t I ( /�11 'SEDIMENT BASIN SLOPES MUST BE / ♦ MEASURE. CD PROPOSED I2"COIR WATTLE CHECK F Y1
i \ �j\� ,, • , ' .../.::)° Il4���tn- .-:j \'-.-'Y \ .�X-('. S \\.•-•- /l/ l I 1 ,//// STABILIZED PRIOR TODISTURBING �' 13.ALL EROSION CONTROL MEASURES SHALL RECONSTRUCTED IN ACCORDANCE WITH THE N.C. O DAM U O
\ ),p�/E� �l ..i .♦�y.ar�.a '.Z-%.`.`. '.'.'. " '_._._1...•.•.•.•.. .\\. ( / \ �()\ ADDITIONAL AREA ABOVE 20 ACRES. / /1 K iii
dpryyy li� ``\\f a?1 •-�'•'710' v''--'' • •' '''' 'f'•'' �.r�.I.'' 6 \ 1 1 1) \ irEROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,U.S.DEPT.OF ¢MOo\ ` 4��I�•o1Y \ 1 ®,•,•. _ ®2'FAIRCLOTH SKIMMER WITH�:.�'�.' _ \- `'-..•:.:.. .�... ), •. 1 / � 1/� / /// AGRICULTURE,MECKLENBURG COUNTY EROSION CONTROLORDINANCE,ANDTHEJN TEMPORARY JUTE NET BAFFE•• 1e1 mPOLYACRYLAMIDES SHALL BE USED W c�i n iI A ``• /( CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS. O o`a i s. 1.8"ORIFICE DIAMETER `- -•-•-• F- �• _/1---O \ __ )) / ALONG ALL TEMPORARY DIVERSION -\ ,ts��I A\ \\ ���� • •\• aW ORIFICE INV.=]08' __ \�' - PLACEMENTOF / F''' _ I �� \ /9 '\ •� H�-`\, ---`-`• _ --'�'-•-• I --/'�- _ A \ ��f '�fDITCHES.GRADINGCONTRACTOR O 14.CALL THE WATERQUALITYINSPECTORTO SETUPABMPPRE{ONSTRUCTION MEETING PRIORTO SK �• TEMPORARY RISERAND SKIMMER ^ Zn•
' \ \ \\ �®�•�� \- • • ® -- .'.'1'.'.' MATERIAL RESULTING • `I{` - 11 f /T( ` \ SHALL MEET WITH THE EROSION _� `\✓ K O ¢ r >w'�iN�®� J- • - I".^:�.- I `> / /--, / O / STARTING ANV WORK ON BMPS.THIS MEETINGSHOULD TAKE PL4CE AT LEAT 48 HOURS PRIOR ZZ�. L-.'k' sum ..... '' ',. •:•-•--•-•-•• FROM THE EXCAVATION-• / 1 oB� /// CONTROL INSPECTOR TO DISCUSS THE15
1 30EMERGENCV SPILLWAY \-..'. __ i ( : ,-,-,•:•:•:• OF SEDIMENT BASINS. _ I 'i / I TO STARTING CONSTRUCTION ON ANY BMP.THE INSPECTOR WILL VERIFY THAT THE K ,,r,,..3 U
( WITH RIP RAP AND FILTER�t�� '- � \" - ( >pA,. // / PARTICULARS OF THIS REQUIREMENT. SF $F TEMPORARY SILT FENCE = F zO y
�,r ". '�� .l. / ' ...�....::.�-• (/ � CONTRIBUTING DRAINAGE AREA IS COMPLETELY STABILIZED AND STORM DRAINAGE PIPES ARE
t \ FABRIC �� .'.'.'.'.'.',,�./.".'�C,'-' •S�'---�T`' • .� \ 'HeB •>72 1 {Z.:�•-•1'`2 I 1 1 7p4/ /// 1 \ Y \ \r 11, I� CLEAN BEFORE INSTALLATION OF ANY BMP. A ' a z
ELEVATION=]09.5' I,� 1 � __ •- x__`�__.:..'.... f s 1 \ I \ \ L I I"II JH TEMPORARY SILT FENCE J-HOOK W J O
\ i \„g� ,L ---- _ \/. I -.... -Oo 1 / \) (/I \ \ ) / r\ ( \ \ \\ I ^rye 15.THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED, O _�
\ 1,� \,, 10'BERM 3'PVC TEMPORARY„ --- \. P \ ,1......�1,` .... / 11 l� \ \ `/ MEASURES ARE IN PLACE TO PREVENT SEDIMENTATION INTO THE BMP,THE STORM DRAINS, Y I-
1 + .;.'\'*�y SLOPE DRAIN '-•\\•..-:•:' \ .'.'t•.'.'.'.'.'.'.'.•.'.•..0•.'...'. ' / / ) I -I
I \ \ \ ELEVATION=]11't `1� \ O :��•.=.-:>!/�'.'.".'.'.710 / ( I 1 \ \ INLETS AND PAVEMENT HAVE BEEN PROPERLY CLEANED PRIOR TO COMMENCEMENT OF BMP PF PF TEMPORARY PROTECTION FENCE ;
J \ \.. � Y 7o ag{'.'.I \\...-.'. ".v�........... -. I I \`/ l 1 1 I _ \ I11000NSTRUCTION. O E
Ntaj ` ( \ w���l,,•' '\•• r'... '' X /..'''''''''''. I-.•. D � .. / / 1. (I \ 1 \ \ /' 12"COIR WATTLE/FILTREX FILTER 0 0
u, ..\\ ?�_ �Y�j a ✓...'.'.•-•.•.•.'.'.'.'.'. i.'.. �':.rr.c::-:':':'.'.•..'.va�o� .`':%f:l::'••• : // \"ill \ / 1 \\ 6 Q0
W S �\ . !�...®..'.� ...... ! JF-.-.....•.......-d...'.'.'.'...� 1 / / III \ \ Q/ 12 soxx ■� ry
- ®I� �: F ':':'j ! IAI ....../!.'.'-':1: .osc....a-. '.�'� r ( I II /
\ 1 \ \\ �N�•• l .'.'.' .'.-.'..'.'.'.'.J....• '.'.'.'.'.'..'.\.:-4.C...•.•-'.'.:':•:''e--I 1 11 I \ \ 41 1fy � / f / •/ / omi .PERMANENT STORM PIPE
N 1 \ ` � .�i.{)'-..-.-.•-•.•..-.-.-.-.-. .. 2b. .0 •`.-•:T---••s:.T..- ---
-v-'.'.•.•.•.•. / l' 1 \ ( iii / NORTHING:505520.]3
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�� D� -;j-+�t:`•`'• J'.�"•�•'•'•••'-'-'-'-• / �) //1 / \ 1 \ ) r:`. r EASTING 1503362.12 SD TEMPORARY STORM PIPE/SLOPE
O LOD IS CURRENTLY TED OUTSIDE THE\ ,11'ig'9Y• ---� \-` -`�`�••�•'` \•`` - / (/ //I I \i 1 / / / X O DRAIN
��/.►y .-.- :'-'-.i:::% .�..'.'.'.•. •-7yE1.'.'>y.'.'.'.'......\.. ..� l ) DRAINAGE AREA 2 TO /
0 EXISTING SWIM BUFFER NO DISTURBANCE IS �V' �• ''I'../.'"''.'�i\ ' P2-.'.'- '\'•:•'•'�1.�.' I f _I 1// 1 SEDIMENT BASIN 38 / / / / / INLET PROTECTION
ALLOWED IN THE FUTURE WITHOUT A BUFFER r�Q *,,.. "T r ( /- .rrnurr
U DISTURBANCE PERMIT FROM THE COUNTY. �� �' �f EXISTING 24"OUTFACE \ �`\•`••Y• :(:Ti t / �I 7pp -( I I III DRAINAGE AREA:30.5 ACRES / / // // IP CA
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��� ,��& PIPE \ � :':':':\•-.'.'..'.'.'� \ VOO
6 i ti EROSION CONTROL NOTES N 0 ''
y � l .... \ a ....... . i q / �� / \ \I \1 \ C:0.60 ® trr�� / / 1 ! '
F \� '��� , � - • C. \ \ \ ,..-.-.-.--•-..1--•-r:..704c-/ / \ \\� "II^ IP INLET PROTECTION(NCDOT) Q. �''•
m �1� '� �. ��l/�I�A 1-'-' �oo /� I 11 / • \°: Do7' ,J I2]LF16" o:•FE551o•.1
*TN* mrill Ali ..L........ I/ ELEVATION M ) .2;O f9 9
Z 1 '� / � \ ``� •�--) 1 1 r / HDPE 1. ALL"STD.NUMBERS REFER TO THE MECKLENBURG COUNTY LAND .Q �;•
- EXISTING POND \ \ a� .Arg �' .'q 70700 \ \ \ dg ���,-, ..4 . .�... /I 1 =895.5' e' � -YAt J i o TEMPORARY DEVELOPMENT STANDARDS MANUAL MCLDSM. F STONE FILTER RING _ SC
1'r� �. I I A-•''.' r ( ) ® SEAL
a ' a Q .. \ \j'-. '.':.�:'..: �.....ioz -� 1 I i ,e / /BYPASS - _
=\ T� , \Q.'Q �IA6'� ��� 1. ; ,e / 051702 e _
COORDINATION BETWEEN GRADING CONTRACTOR 1•"•' A -�,/,ti.-�•'-'-',', I t,0. r / t / I 1 PIPE 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT t, ty
7
�p y� r < 1- / RR RIP-RAP DISSIPATER PAD F' : "•y V 11101 �0 I \ \ l �.700 Y, )l\ (. I '' � 3 \ FROM THE ZONING ADMINISTRATOR. O F•..y Q; V�
¢ AND EROSION CONTROL INSPECTOR WILL NEED Valk II � Al �,-,710 / -bgg•'''' �• • I _ ,F � O• � / 1 \ \ �:�f r+I NE: \�
d TO BE DONE PRIOR TO ERECTING SILT FENC ♦��p� ��\' �•-- 1 \ \ • �'.'^..':6. "I`.�� � i �{� ••',r4'••••'••"" 4.,,:.,
ALONG THE EDGE OF THE POND AND WHERE THE 1 \' f \ \ \ � I�>• 96• Q0 ®� I `•O / y' fff I" I \ \ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A RO �.!.y ���L,}��r��h SILT FENCE ROCK OUTLET . M• S1P�d`
\w®� �,��p� '.. ` S• ��aro' A•'� \ \ \ VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS O }A Ps N4 J'4./
SWIM BUFFER IS LOCATED.\ )•• ®®M :•_ at / 7� \ 1 \ 1p'-'' ... m ' � / Al
\ SUBJECT TO A FINE. -:.. W 9/2024
( V `\ 1\ , @ A� E 708 ` \ \ \ � •rrwe ® Pa yy l \ NAG DS75 OR EQUAL(UNLESS EROSION CONTROL BLANKET/SLOPE
�7i� (l \ Vp1, ♦ \ \ � � `W, ees ��' ,��� i22 \ OTHERWISE SPECIFIED) STABILIZATION
�I ♦ � 1� .`• \ rJ l /J �'s; y 'd-� I \ 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION Z C') U'
l o) \ \ \ \ pd<� ��i" `� ` \ \ \I- J 1 T1 ( } / ( • e-��r% O CONTROL PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROLWWWWWWr1
N \J2 \ ♦", T� 1'' \ \ ,. / % \ �:1"s-- I / - P - \ ORDINANCE AND IS SUBJECT TOA FINE. TS W W . . . TEMPORARY SEEDING UM a OJa .�\ \ S 1 \I l � r ����l•--_ '�� ) S' .,t 1/( ✓ i//1 1� 1�: � 7zD \`�/ \ W0w0N J\ J 1 \ � •�� � ;� 1 "\, \- 1 1 I 1^, J/ W \m 5. ALL PERIMETER AREAS AND SLOPES GREATER THAN O SHALL BE dONrNV! m
1 N •/1 STABILIZED WITHIN]DAYS.GROUND STABILIZATION ON ALL OTHER PS + + + + pERMANENT SEEDING M Q I� ¢ m�� "�� \ \ \ ' 1 1 �® �, -a. O �7D5� / \ /P.\ >Qaee.00y/ f I F J®� h6,/� ^ + + + + + ++ a o`- m o
I !ll���}� AREAS MUST BE COMPLETED WITHIN 14 DAYS.REFER TO THE EROSION VQ *, \ \) ) f N \ \ ' "'� ,���• yZ' \ . .I. \ \ ( t 1 } 11� � 1/ v/ CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION ENTRANCE TIRE pp <0 w
\\\ \ \ ,� \ W�1 �.,A, `�704- / V II--N- _,lo \ , 16_�- - __- ® e WASHJ¢ w1 1 '-) \ '\ \�,��1 �� \\�\ 8 &) v BASIN FOOTPRINT:2.24 ACRES R I� 1 \ / \ / 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE y p p/ \_ \\\ \l I\ �������,`\.._ _ 7p2" n 1 ��\ I /714 \ y - REQUIRED BY A REPRESENTATIVE OF THE COUNTY. POST-CONSTRUCTION BUFFER
I ,\ I �` t�('' A 'r 5"ME RWITH �'. \\�16,- • // J - 1 YA - _- �z!K lx�u��x!l/V
I DOUBLE ROW HIGH HAZARD 1�w._�it. : 4 SKIMMER WITH 4.2' 1 1 1 „ \ O -\ i 1 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING -
3 y' SILT FENCE TO BE INSTALLED f`w c /( \( \\ ® `\ 1 3 EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
ENHANCED EROSION CONTROL NOTES fU �/i,, • ORIFICEDIAMETER v7I►�AXf�lY1�:�_ g J
ADJACENT TO POST CONSTRUCTION • \
} ®�" ORIFICE INV.=690' _ `� m,.,.e,.• /`- ? �\ I
BUFFER PER DETAIL 30.066 _-_.-, o \ \ 8. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN
)o .. / .::. 'a D �_ _ NOTES TO CONTRACTOR O
/ C. J \ / !r _ 95'EMERGENCY �F /I, NCDOT RIGHT OF WAV MUST BE PRESENTED AT PRE-CONSTRUCTION
l \ ��r11 ® �;' �•-��• SPILLWAY WITH RIP - _ s ``•-�--,o J I \ MEETING.
1. SURFACE WATER DRAW DOWN DEVICES(FLASHBOARD RISERS OR SKIMMERS) '1 l 1 I ( -fiV ( - 1W�yyio�• o SEE 401/404 PERMIT \
SHALL BE INSTALLED IN ALL SEDIMENT BASINS.ROCK COFFER FOREBAVS SHALL �h \ { \ \/ .�� `\•,..., - RAP AND FILTER _ I....F..-'�-.�p a' j:\:. - \
® `\ :.:' FOR STREAM IMPACTS REFER TO GENERAL NOTES SHEET FOR EROSION CONTROL NOTES.
Ce
IL f FABRIC �'-- /� I \ 9. ALL EMBANKMENTS MUST BE CONSTRUCTED PER SECTION 4.0.8
BE USED IN CONJUNCTION WITH ALL SEDIMENT BASINS.THE BASIN SHALL ALSO \�- si 1 I \ � ®'�.���• '"r ELEVATION=893.5' 42"HDPE SLOPE �`' ®.i,.:\*.•\.,911 --� \ \ / I I \ EMBANKMENT REQUIREMENTS IN THE BMP DESIGN MANUAL. 2. TOWN CREEK WATERSHED OF THE VADKIN-PEE DEE RIVER BASIN IS THE
Pi PER DRAINAGE ACRE,WHEN POSSIBLE.CENT GREATER THAN 1800 CUBIC FEET \it St\ \ CeD \ • .W�N�®�„::::,� - . -\ .' SEDIMENNTI BASIN t1 JJ X \' tit _ - 712\ \ RECEIVING WATER BODY OF STORMWATER DISCHARGE FROM THIS SITE.
r �ld�'•• 4 ]O6'-- \ L \ / 10. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.SLOPES GREATER Z
\ 3�I ��� �' \ `694,•- CALCULATIONS r]y PP'I {__ II,t f I \ THAN 10 VERTICAL FEET REQUIRE ADEQUATE TERRACING MCLDSM# 3. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME
2. THE AMOUNT OF UNCOVERED AREA AT ANY ONE TIME SHALL BE LIMITED TO NO ) \.��-� V \ ,� �'� ,� \ �' FOR 4V.�e _. '- -'I`- \\ DRAINAGE AREA4 TO / \ ( FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN A SITE REGULATED
K MORE THAN 20 ACRES,WITHOUT SPECIAL APPROVAL FROM THE JURISDICTIONAL \l 1 VG' L /I \��� •���� '.-�' /\ \\ DETAILS��; `�� ► :_ ;�•�:�>.• S•C\\--J��-_ SKIMMER SEDIMENT BASIN / 5 I \ 30.16).SOILS ENGINEER TO VERIFY STABILITY OF SLOPES GREATER THAN UNDER THE MINING ACT OF 1971,OR A LANDFILL REGULATED BY THE DIVISION O W
AUTHORITY". , �''� "ff' � _ 2:1.
\ \ \` t DRAINAGE AREA 3 TO L �• \ 6°'R`.' Y '�'., Qv -.'�.L..F\` 'S - �-\_/1 DRAINAGE AREA:12.5 ACRES OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES
a \ „{�� - /' W'C`;� ' ' ® >Po /\\� - C:0.60 n Y' :::
11. SOIL COMPACTION TESTS ARE REQUIRED ON ANY BERM>=5'IN HEIGHT OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT
U 3. POLVACRYLAMIDES(PAM)SHALL BE USED TO REDUCE TURBIDITY AND \-,(�1 SKIMMER SEDIMENT BASIN �j� :'�eL !�Q ®��e. ' i4.. ` -� / W FROM THE NATURAL GRADE.SOIL COMPACTION MUST BE AT 95% FACILITY REGULATED BV THE DIVISION OF SOLID WASTE MANAGEMENT OR PER
SUSPENDED SOLIDS WHENEVER A SEDIMENT TRAP,BASIN,PIT,HOLE OR Jt , :'0�, r"�•pTyY eO 4'S \ \ ) DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES
DRAINAGE AREA:4.25 ACRES 1� - 6 = �,iY I \ PROCTOR AND CERTIFIED BV A LICENSED SOIL ENGINEER.
BUILDING FOUNDATION IS BEING PUMPED OUT TO REMOVE SEDIMENT LADEN � " �d �nN' L� �'\..t' /\ I \ RULES AND REGULATIONS.
E WATER.THIS ACTIVITY MUST BE INSPECTED AND APPROVED BY THE Q`2s�\ 60 �, •-'��;® YA ��'�� ®�h I'.'.'` ) g `$ 1 \ 12. ALL LAND-DISTURBING ACTIVITIES,INCLUDING THOSE THAT DISTURB 4. STOCKPILES SHOULD NOT BE LOCATED WITHIN SO FEET OF ANY STORM DRAIN, Z
Ci CITY/COUNTY EROSION CONTROL INSPECTOR. ()\ (� 1 ��w Y \: \ �,•�' fit], li IA�r .' •'\' xJJ $ `-�\ \ I LESS THAN AN ACRE,SHALL PROVIDE ADEQUATE EROSION CONTROLBASIN,OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE. O, \\ \ A \,��RMA., ,t - '.' '„., .fAik ita �,iaNtl:.:.1' ..OO.( ) 1 r`\�o \ /\ MEASURES,STRUCTURES,OR DEVICES IN ACCORDANCE WITH THE afil 4. POLVACRVLAMIDES MAV BE REQUIRED ON SITE,AS DETERMINED BV THE ` \1I \\� A�,,� (• \ ��+ �'1 t,�CLS'PI /( \ \ / I
5. EFFECTIVE OCTOBER 1,2010,PERSONS RESPONSIBLE FOR LAND DISTURBING
/ ? \►\\ Y •� \ •)111141154/4111,&11siiiiiiiViti
/ ' � I l L 10'BERMMECKLENBURG COUNTY SOIL EROSION AND SEDIMENTATIONCITY/COUNTY EROSION CONTROL INSPECTOR. \ e '. \ ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES
1` I I \ 0� ��' -._•``�{.:, ) \ \ \ ELEVATION=687.0. �� ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE O C \ - APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
0c5. DOUBLE ROW OF HIGH HAZARD SILT FENCE WITH WIRE BACKING AND STONE \4-{ \ `I'.\\ . w` �n �L(II*.IyI -.- I ti / 1 l �7 \ C. \ I -
SHALL BE USED ALONG WETLANDS,STREAMS,LAKES OR OTHER SURFACE \ t \ I 1 \"� '� �`, ', •- 'II� ✓' )-.O 1 R{) \ \ ` .'L / 7060 SELF INSPECTION REPORTS ARE REQUIRED.A SAMPLE SELF-INSPECTION O
WATER BODIES,AS WELL AS ADJACENT TO ALL S.W.I.K OR OTHER WATER \ C.\ ` _ I \l\\Q,lDI��� ® 4®fnNr� - .,,,•,�:I i•1\ \ `\ \ LOr �. REPORT,AS WELL AS DETAILS OF THE SELF-INSPECTION PROGRAM,CAN BE
0ei
r 'VIi I -1•�.
QUALITY BUFFERS.SINGLE ROW OF SILT FENCE WITH WIRE BACKING AND STONE Y■f + s^' l- FOUND ON THE LAND QUALITY WEB SITE. Ce
It
\\ ,\ t BASIN FOOTPRINT ,1_ J{ - I1' -:\'.' ) \ 0 1�. •r•� ^_ -�1/ r 1 -_
MAY BE REQUIRED ON ALL OTHER AREAS,AS DETERMINED BY THE C. II �F •
E JURISDICTIONAL AUTHORITY.OR CITY/COUNTY EROSION CONTROL INSPECTOR. \i\ - \1\ 0.37 ACIRREES�.r i. p�..11 40c)/Y ,W� :1 � :+-•','(.,.• . e\ C. ~���� '�O... V,._,..._. fj I IpA/ 1 1 1
A.y 6. A 10-FOOT UNDISTURBED BUFFER SHALL BE PROVIDED AROUND THE OUTSIDE \ 1 ••,Tit‘ �_ ` I �!Y M`�/� v ,,1.. `- •�•` 1 Il DISTURBED AREA
EDGE OF INTERMITTENT AND PERENNIAL STREAMS,PONDS AND WETLANDS. i ' ) \ \ �� ` 3;1priLlagla
�,I !• / ��. SOIL TYPES LEGEND:
a INCIDENTAL DRAINAGE IMPROVEMENTS OR REPAIRS WILL BE PERMITTED WITHIN / I ` \ \ e I�� •♦.Sea-' L /02 JTHE BUFFER AS APPROVED BV CITY/COUNTY STAFF.THESE WOULD INCLUDE \ \ ��. / ,•• � ,•\ \\ }� IMMERWITH1 -\ ♦J \ I ✓ NET:2:.00 ACRCRES (JU ANV ALLOWANCES STATED IN THE SWIM BUFFER AND/OR PCCO ORDINANCES,IF \\ ' iii. KIMMER WITH 1.9"� MO-Monacan soils NET:20.00 ACRES W
APPLICABLE. I \ 20'EMERGENCY SPILLWAV'�� , � 98'\.' \\ 1BASIN FOOTPRINT:
W \ WITH RIP RAP AND FILTER. ORIFICE DIAMETER' o L -•�`-`-` \ 2.04 ACRES 7003_/ CeB2-Cecil loam,2tofi percent slopes BASIN FOOTPRINTS:4.95 ACRES
�A` ��� ���ORIFICE INV.=88='r �-;1. - \-'�'.L%1- _\� _ - �C HeB-Hinckle dpercent p
ry 7. A GROUND COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSION MUST BE X FABRIC \* _ _ / y sandy loam,310 B t slopes
m \ 4/) /. TEMPOR•a - - �- - I +' 'SEDIMENT BASIN SLOPES MUST BE
ELEVATION=687' � � Yr ,` � --,•- ` -\� I W CeD2-Cecil sandy clay loam
U PROVIDED WITHIN]CALENDAR DAYS OF THE DATE OF LAST LAND-DISTURBING / ( _ , �'�. ��• `�3"PVC TEMPORARY 7s . :-1-• `?. \\J \ 1 > STABILIZED PRIOR TO DISTURBING W
a ACTIVITY ON ANY PORTION OF THE PROJECT. \ // \\ �fitsgov• ISyL�OPE DRAIN 1.ourimil � 2 \- I - \ 4k J g98 ADDITIONAL AREA ABOVE 20 ACRES.
G 8. ALL DIVERSION DITCHES AND INTERIOR BASIN SLOPES MUST BE MATTED. , \ ` 1 •41 .. 1 . -. \ - •1Q• :m-I.�- d 'N., - II/ POND DRAW DOWN SEQUENCE "POLVACRVLAMIDES SHALL BE USED
l � ��� II�,il"Mi • •\ ®� Y l / ALONG ALL TEMPORARY DIVERSION
9. SUFFICIENT ACCESS FOR CONSTRUCTION AND MAINTENANCE MUST BE f \ �� `-/_ l-.• , \ \ /� \ \ OO / DITCHES GRADING CONTRACTOR
W \ 11�4.1' + �� \.'�.•.••-•- ��_ \ L \_ $ �'6° SHALL MEET WITH THE EROSION re ui
\ SILT FENCE TO BE INSTALLED �� ��� '`�✓
N MIINIMPROVIUM ACCESS WIDTH SHOULLDDED AT THE TOE OF ALL TBENNO LESS THAN SIX FEET.ING WALLS THAT ARE 4'OR HIGHER.THE \\\\ DOUBLE ROW HIGH HAZARD 1��� I ,. �._ -�R�- -`•..-, ' �x) C• � i CONTROL INSPECTOR TO DISCUSS THE r O
.. / \\ S'� •'II,� • ��� 'aA'a�..'.>f'•.,.n":�•:•®.'•.'•. amn�a ��.•-' - 1 SIPHON ANDD SCTOR O ARGE WATER UTRAW DOWN ILIZING Z NG THER FROM HEXESTING OUTXISTING FALL PIPEND WITH R PARTICULARS OF THIS REQUIREMENT. LL CL
Ur 10. ALL BASIN SPILLWAYS SHALL BE SIZED TO PASS THE 2SVR STORM EVENT. 03 ,\\,ADJACENT TO POST CONSTRUCTION tiro ,:,An•��,��� v41r® 1A,,J•\.\•Y'.-.\- -,."., --- JN ///J�
11. FILL SLOPE STEEPNESS SHALL BE LIMITED TO 2:1.SLOPES STEEPER THAN 3:1 ' j I 6 PER DETAIL\\fi6sR�����,1� «v,�-_,•.O•,l�v /v'1���4, -\.\.R.!• :S♦;c,-.-,-,- -'' �C �\ . � 2. ONCE THE WATER LEVEL HAS
DRAIN NG WATER AND MPLEMENT FCSH REMOVAL U THIRD,
S NG SEINE TO STOP FISH WILL LLI
Lf�
'S SOLUTION MUST BE TERRACED
3:1 OR FLATTER MUSTR OTHERWISE VIDE AN APPROVED BE DESIGNED AS SET FORTH IND HE l \\ \\ \/ `�\\��"!+4�\`-II ADJACENT TO POST CCONSTRUCTION�W HIGH I/��3'.�� \ '1 BE RELOCATED OFFSITE. Q A
NC SOIL EROSION&SEDIMENT PLANNING&DESIGN MANUAL,STANDARD 6.02A. . \I \\ /` \ \\��• _,B`. BUFFER PER DETAIL 30.06B,�inetrart:• `_•-�._..-.::•_. �.9 II 1 3. CONTRACTOR TO PUMP THE REMAINING WATER IN THE POND USING A ` D•I //�
12. ALL PLANS WILL CARRY A'PERFORMANCE RESERVATION". `/ I \ ••� �-� �•e� i��,, �. \' \ m \ 7 SRO PORTABLE PUMP.WATER FROM THE POND WILL BE DISCHARGED INTO A W V/ W
He6�\� I • �\\••�•� � ••� �y. E' 21 gym\ SEDIMENT BAG. d
42'HDPE SLOPE ns�r_•����
13. ALL SELF-INSPECTION LOG BOOK ENTRIES WILL BE ELECTRONICALLY SENT TO \ \ j`\ \ ,N ��'" �,' : - DRAIN SEE lit\ --.- �` ..._ - I 1 a =
m OR INSPECTOR, IS S 2 SHORTER).
WORKING DAYS OF A QUALIFYING RAIN EVENT \/ \ ( J - \\ ,S :•k�w::• / SEALCULN BONS F. )y � ��e�".• •\'''�• e CL
'3i OR WEEKLY(WHICHEVER IS SHORTER). I \ I / ( 1''r)�s 1 •• ,.' •.i CALCULATIONS■�`�' - 1 � a Q
Ul 14. FOR EROSION CONTROL BASINS WITH ADRAINAGE AREA GREATER THAN IO I \ ,` • . •�
` ACRES,TURBIDITY MEASUREMENTS MAYBE REQUIRED AT THE DISCRETION OF \ .-ii .,7:1:11-a=•ETAILS I • 75'EMERGENCY SPILLWAY /�/r� 0
F AND ANYPJURISDICTIONAL IMPACT TOR C MEASURE CLARITY AT THE
TIME EFFLUENT ( �-. /--'\ `\ ``- I MERWITHH �1 WITH RIP RAP AND FILTER I ` �� © I.L
N AND ANY POTENTIAL IMPACT TO RECEIVING WATERS AT THE TIME OF I Y'�r \ \ �-®a SKIMMER WITH 2.9" FABRIC L GRAPHIC SCALE IN FEET Z
9 RAINFALL-TRIGGERED INSPECTIONS.READINGS MUST BE COLLECTED AT THE r- , N' ------ -- ORIFICE DIAMETER ELEVATION=685.5' 0 50 100 200
v BASIN OUTFALL(TO MEASURE CLARITY OF BASIN EFFLUENT),UPSTREAM OF THE / a\\ ' \ _ _. �-- •ORIFICE INV.=682' �'(� do H
DISCHARGEPOINT(TOMEASUREBASELINECONDITIONS)ANDDOWNSTREAMOF �O
THE DISCHARGE POINT(TO MEASURE STREAM IMPACTS OF BASIN EFFLUENT) y - /
m WHEN POSSIBLE.THE RESULTS MUST BE LOGGED IN THE INSPECTION REPORTS. SHEET NUMBER
13 Know what's below. C201
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Call before you dig.
This document,together with the concepts and designs presented herein,as an instrument of service,A intended only for the specific purpose and client for wfiit it was prepared.Reuse of and improper reliance on Ws document without written aW1or'vation and adaptation by Kimley-Hom and Associates,Inc.shall be without liability to Nmley-Flom and Associates,Inc.