NCC231372_Site Plan or Location Map_20230510

FILTER OF 1 INCH DIAMETER IL SITE DATA LEGEND ° " cDDNT. ,o a,APttiN ORANGE COUNTY tor
° THAM c°uHAHAM COUNTY
57 WASHED STONE ° ° °;�o:S.+a :;:psi `88r^�•. 1. PROPERTY BOUNDARY - - °
PROPERTY OWNER: 501 PRAIRIE VIEW,LLC
aE d °"• ' MAJOR CONTOUR
°1% 1861 SANTA BARBARA DRIVE - - Esc _
NOTE: °O °" ° '' LANCASTER,PA 17601 MINOR CONTOUR �`�
SILT FENCE FABRIC TO OVERLAP °"Oo°°8opot•4dCoe•o"a o c
HARDWARE CLOTH BY 12 INCHES �o or• .��.° °.,r• OOlAI: DEVELOPER: 501 PRAIRIE VIEW,LLC SILT FENCE SF MANNs CHAPEL RD .
'' }'•"• 1861 SANTA BARBARA DRIVE SILT FENCE OUTLET __ g Nsc-�
STEEL FENCE POST ° - Ly SITE E EN.
j j LANCASTER,PA 17601
WIRE FENCE HARDWARE CLOTH STEEL FENCE POST e r
SILT FENCE FABRIC TREE PROTECTION FENCE 1P
ON WIRE FENCE ON WIRE FENCE ZONING: R-1Irk 1
HARDWARE CLOTH I rc r L STM R•
LIMITS OF DISTURBANCE
I PLAN VIEW NOTE: GROSS TRACT AREA: 32.675 ACRES
FILTER OF 1 INCH DIAMETER I: USE SILT FENCE OUTLETS ONLY WHEN GRAVEL CONSTRUCTION ENTRANCE/)57 WASHED STONE II ��°"°"°"
�i DRAINAGE AREA DOES NOT EXCEED 1/4 ^ , By_
ACRE AND THERE IS A LOW AREA. USE PROPERTY ADDRESS: 647 LYSTRA ROADIP
FLOW DIRECTION
18° AS A REPAIR OF SILT FENCE FAILURES. USE,CO
�a :.
' I STEEL FENCE POST SET PARCEL PIN: 9775-02-68-7665 '•"� J"
�IL GRADE
1=T'rv; LL01�11_11'1 ---= HARDWARE CLOTH MAXIMUM 2 FEET APART °REWS'sio
- fin- yq LL1r 6 440
. f WIRE FENCE
Ill f AKPAR: 18892 "ErvD ISO NT1sam
I I DEED REFERENCE: BOOK 02327,PAGE 0660 SCALE:1"=6000'±
SIDE VIEW ..81 „.._..._____,.__
sviiNs aNNSRmiNR9aTTTTTTTTTTT�
SILT FENCE u 1' I PLAT SLIDE: 02022-0019
ABRIC ®°,•,2).Sa� CONSTRUCTION SEQUENCE:
MAINTENANCE NOTES: ♦ RLAP 6.R� li i',
1.REMOVE SEDIMENT WHEN _ re 12 Nyrza. �iP1' it, "•12 E„ I EXISTING USE: VACANT '
HALF HEIGHT OF STONE. �bINCH I iN4I i 4A•.EU BI=
is 4 i
REFRESH STONE THAT I Iitl i .. `� I 1. OBTAIN LAND-DISTURBING PERMIT FROM CHATHAM COUNTY.
BECOMES CLOGGED WITH GRADE DENUDED AREA: 59,873 SF(1.37 AC)
2SEDIMENT/DEBRIS "TETE REPAIAND R OR REPLRE ACE
OTH r� R VleaRAMPA 2. SUBMIT FROM OFNC INTENT)AND OBTAIN NCG01 CERTIFICATE
2.REPAIR OR REPLACE FENCE 1 _ _ __ mIIR N/F OF COVERAGE FROM NCDEQ
F u 1 u 1 F` I I SARAH JESSIE SHORT
IMMEDIATELY WHEN 1E11 E/F E qe E.1� -I 111„1111 F111 "-11 111 11 " 1F11�11I U111 r 160B LYSTRA HILLS LN 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES CONDUCT
DEFICIENCES FOUND. 11 L F F TI a a F.e� I E1 1r-11 I11 N/F N/F PRE-CONSTRUCTION CONFERENCE WITH CHATHAM COUNTY,
�= aL - '.I I.I �i-1-1 Pl-1 I CAROLYN H IKENBERRY I AKPAR:74976
- r 11-11 11-_ I CONTRACTOR,AND ENGINEER,AS REQUIRED.
iJ=r- LI LJ 1=u=Lk111-_ CAROLYN H IKENBERRY
11 ..
- NOTE: -1�1r 11=_ DZONINPG0012
BURY WIRE FENCE,HARDWARE CLOTH, "' I 545 LYSTRA RD 104 LYSTRA HILLS LN 4. CONTRACTOR TO POST EROSION CONTROL PERMIT AND CERTIFICATE
AKPAR:6760E AKPAR:79951 ZONING:R-1 \\ OF COVERAGE PROMINENTLY ON SITE AT ALL TIMES.
IJ^U FRONT VIEW AND TRENCH FENCE FABRIC 6 INCHES INTO
THE DB0787/PG0143 DB0787/PG0143 I I I I I I I \\\\\\\ \ T
CHo TRAM COUNTY \\\\ ` 5. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING
ZONING:R-1 ZONING:R-1 A I III I I I I I I I \VA AA '�c'� ` � I UTILITIES TO AVOID CONFLICT DURING INSTALLATION OF EROSION
�� DETAIL NUMBER \ 1 I 1 I I I I I I III I I I I I • \\��\ \\\ \ \\\\ I(I I/ CONTROL MEASURES.
1 \ I I Ill/ l I I �+I .rJ-1 1 \ \
STANDARD SILT FENCE OUTLET EU I,, o =j __ .-------/,
1`I\ 1 I i l„ /// l I i l i i i it I I 1 1 1 I 1 1 I ,111 I)II 11 11 I I\1 1 I\\\\\\I\\\ `1\I11,Tilli i i i I/ I 6. CONTRACTOR TO HAVE PROFESSIONAL LAND SURVEYOR FLAG
s'FtlsaTt„ct I �I I // I I I I \I 1\ \ ( PROPERTY LINES,EASEMENTS,LANDSCAPE BUFFERS,TREE
8'-0"MAXIMUM Ito? _ - -!` -----/ ) // /r // // //l/ 1 I I \ \ ( \ I PROTECTION AREAS,RIPARIAN BUFFERS,AND LIMITS OF
/ / III I I I 11 1 111 \ DISTURBANCE.
rtrial
/ ///r l/llI �,IIIIIIII IA111 ((I ( ( I /1///////II(� v
_ VARIABLE AS DIRECTED BY THE ENGINEER �sTEEL POST ► \\_ v --_ _ --- / i / //////// /// /// // // /// 1 I/ / 1 I 1 l /// I
\�\ \\I •\\� a \ \\ \ `\ � ' I / \ \_- // ) / //, ////�/ / / /// I/ // /// / ) I/// / I I I/I I I I I I I///I 1 I I II I I I I l///Ill //////1 111 \ =_ 7. DETAILED CIN THESE RPLANSONSTRUCTION ENTRANCE AS SHOWN AND
/ / / / I I I// / /// _
MINIMUM 10 GAUGE \\\\0(111. \V\1\\ \\\\ \ \�11-T\ �`-- -/\�\\�_�- --\---\ / /// /I/I/ ///�/ I /////////ll lull/1111 l/�ll I/l�1/11//11/l 1/ 11 II / / 1 I///////��////' \(\1\�- - 8 INSTALL DETAILEDSILT
TH SEFENCE,
PLANSFENCE OUTLETS AS SHOWN AND
SILT FENCE FABRIC \\ 1(I• \\ ..\\\\ \\1 \` \ \ -\ \ --_- - ` \ / / I l ( l/ I I l l /l 11 I l l/I l 11 // /// \__-
'INSTALLED TO SECOND MINIMUM 12Y2 GAUGE \ 1 / I/ l / / /l I I l l l / I I / III I III I ( / //// // / ---- 9. CONTRACTOR TO CONTACT CHATHAM COUNTY INSPECTOR FOR
LINE WIRES yT �y WIRE FROM TOP � /. \ \ \ ---- - -\ \ // // / / / III I / I /// /( / L� ------
T R INTERMEDIATE W1RE5 \ (r� \' \\\\ \\ ------ -- �\ ( / //// / / // / /// / I I I I I /llIll ll/ I --- INSPECTION AND APPROVAL OF INITIAL EROSION CONTROL.
2', 3f 3Ff< f °(t \ yv I1 / / / III l /1 /// // ///// // 11 /IIIIIIiiiIfilWI11 /I /// IIv -- -
NOTES: • >j \ \\\ '.. IF .r \\\ \ \ \ \ \ \----- \ \ \ I I / / / 1 //I /// // /I I I I/ /// / 1 I I /I I I I/// /l III 1 \\ \ ___-_-____7., 10.ONCE THE WORK HAS BEEN APPROVED,THE CONTRACTOR IS TO
].REMOVE SEDIMENT MAINTENANCE NOTES:N HALF HEIGHT ><( > \ \ \ 1 A \ \,\ \ \ - M \ \ \ I I 1 11 I l 1 1 I I I I I l I I I /////I I 1 1 \=_------ COMMENCE DEMOLITION AND DEBRIS REMOVAL.
OF SILT FENCE. �11 I 1e_i =11111 ml 1_e1 mLimLeoLi=111I _ 1-1 1=I I11_ 1111 11111RADE `( 1 \\\I; ► \o .\\\\\\ \\\\\ -\ \ �� \\ \\ \\ I 1 I I I I/I I1 11 I I11 1 1 / I \III I\I I I/ 1 I1 1 I I I 1 I I I II I11 1/I///I/ ////jllll(A� - - 11. ONCE DEMOLITION AND DEBRIS REMOVAL IS COMPLETE,SITE SHALL
2.REPAIR OR REPLACE FENCE -Ip F \ L I \\ \\ \ \` _---_ \ _ \ \ / \ I 1 1 1 1/ / 1 \ I //1 I I I I I ///l l \ \ -- --_-- BE STABILIZED IN ACCORDANCE WITH PERMANENT
IMMEDIATELY WHEN TEARS,HOLES, E 11 I I \ \ \,,,,,',,,,,:-
\ _ -- - \ \ A I I \ 1 1 I / 1 / / / 1I//1 // I I l I l I I I / / I/ //// // // I 1 I - -\---_-- SEEDING/MULCHING SPECIFICATIONS.
SAGGING,COLLAPSE,OR OTHER .=A� 16`( \_\ \ \ \ \\ - -i - \ \ \ 1 I 1 \ \ I I (I 1 I// //// / /�%///// r / // l I /
///l / ` _-=_--_ -_ -
3D.THEIDESIGN FOUND
OFASVNIHETIC SILT Y - FRONT VIEW " IIQ 11 \ f \ \\� \\ \ - \ -'-11\\ 1\ \ \ I ( \ \ \II III /l/�l/ /// / /j�//////j j///////r//�//�I �:I /l/� : (- ��--� 12.ONCE PERMANENT STABILIZATION HAS BEEN ACHIEVED,CONTACT
FENCE IS APPROXIMATELYbMONTH3. III ] IF \ \ o \ \\ \ \ \ \ \ \ \ \ \ I\ I/I 11 /lI l / /// //// /// / // // / / l/1///l I \ \--_ -�_ - \-- CHATHAM COUNTY INSPECTOR FOR INSPECTION AND APPROVAL.
DETERIORATED SILT FENCE MUST BE __ `III_ •l \ \\ _� �_\\-�\ I \ \ \ \ I II/ I( I I / // ////// / / ////// // //// // -_--�- -�_-
DETERCED. =1 ^,-g \f \ \\\\\ \ \ \\ \ \ \ \ \ \ I I 11 I ( // ///,/// / // / //// ///// // \\\" _-- - 13.REMOVE TEMPORARY MEASURES AND STABILIZE AREAS DISTURBED
STEEL POST � \ \\ \ -� - - \\ \ \ \ \\\\ \ \ \ \\ \\ \ l 111111\I/111111 I1 I / ////I /// /// ///////�/ / / ///// /I\\ `--- -- --- DURING REMOVAL PROCESS.
GENERAL NOTES: WOVEN WIRE FABRIC In -\' `'\` \-- -\-'N --\ \��\ \\\\\\ \\\\ \\ \\\\\\\\\ \ \I I\\\\\\\\I\\(\//\\\L \\\\�I I // l\( /\ \ ( I // / I (1\\ \ \_ �_ ` 14.OBTAIN
DAFILE EA TNOTICEION OF TERMINATEON(NOTION R) CHATHAM QCOUNTY
I.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED I/4 \ I _
ACRE PER 100 LINEAR FT.OF FENCE AND NEVER IN AREAS OF SILT FENCE FABRIC . L�I'" �y \\ \ \ \ \ \ \\\
( I ) \ \\1\1\\\\\\\\\\\\\ \\\\ \ \\\\
\I 1 1 I \\ -1))/
----- - ----
CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS. -�'" \ \ \ \ \ 1 \ \\ / \ \ \0 \\\ \\\\ \\NAL \\\\A\\\ \\ I\\\\\\\ -------- ---- --- c tp NOTES
2.NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS i I\ -� - - \ \ \ A \ \ \ \I I \ \\\\\\\\\\\\\\\ \\\\ \ \\\\\\ \\\�\ _ ------- EROSION CONTROL NOIGJ
BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. _ r V \ \ \ \ (\\\ \\ \\ \\\\ \\\ \ ----- ----------
3.OVERLAP 12 INCHES WHEN SPLICING FABRIC. \�� \ \ - � m�\ � \ \ \ \ \ \\ \\\ \ I \� \\\\\\\\\\\\\\\\\\\\ \\\\\ ,� ALL-
4.CURL EACH END OF FENCE UPHILL INA"1"PATTERN TO PREVENT END �OQE; \-\/� \-\ o \ \\\ \ \\\\\ \ \\\\ \ \\\\\\\\\\\\\\\ \ \\\\\\\\\\\\ �\\� �\\\\\\\\\\\�\\\ ���\ \ --- - ----_ 1 SE IMENTAOCE WITH
THE
NORTH
NNING LNA ESIOGNON ANUAND
ATED IN
5 \
FLOW. A� V v 5 \ '< II'. \ v V A z��s 1 I / I ' A V A V A A V A \A V v V v Vvv v vAv v v A vv _ - _ ___
INCHES OENCDOTG OF&OR#57 WASHE OF FENCE 9 ONE WHENBE LOW WIORCEDLL TH RUNGRADE \ \ 73 \ / \ \\ \\ 9 / / / I / 1 I \ \ \ \ \ \ \\\\\ \\\\ \ \\� \�\\\\\\\\\\\\\\��\\\\\\\\\\ \\ \\_- --- -- 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY
PARALLEL TO TOE OF FENCE. -" \IIfI \ \ \ k / I,y,\ - \ \ \ \\\\\ \ \ \ \\ \\ \\ \ \ \\\ \ --__ ------� - AND AFTER RAINFALL EVENTS OF 0.5 INCHES OR GREATER.
COMPACTED FILL \ : I \ I' / 1 I\ \ \\ \\ \ \\\\ \\\\ \ \\\\ __ NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
6.FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL A/ \ / / I 1 I �` \ \ \ \\\ \ \ \ \\�\\\\\\\\\\ \\ \\\\\\ \\\\ \\\\ / ��- -
2018-014. 6"MINIMUM COVER OVER SKIRT \ \ V \ I I / / I \ I I \ ` \ \ 1 \ \\ \\ \ \ \ \ \\\\\\\\\ \\\\\\\\\\\\\ --
7.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE \ \ JR-,,,,,,)\\ 11 ,
/ / \ I \ \\\\\ \ ♦ �\�� \ \ \\\ \\ \\ i� �\ 3. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY
\ / 1 ( 4 1 \ \ \\ ,\ 1 \\\ \ \ \\\ -- \ NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER THE
. ANCHOR SKIRT AS DIRECTED BY ENGINEER \ \ ^ \' / \ \ \\ \\ \A \ \ \ \ \\ A \ \\\ \\\\\\\ \ \ \ - \\ \ `; "� ,° /•
1 \ I r 1 \ - \ IL�\AH(JCrEI I \ \\\ \\ �'... \\ --�� \ \1 l ENGINEER,NCDEQ.OR CHATHAM COUNTY INSPECTOR.
/ \ SIDE VIEW N \ \ I\\\ I \ \1 \ 1 I // / I \ II \ \ \ I
\\\ \\\ \ \"'T4 ��\\\\\\\\\ \\\\\�\\\ --/ \ \ 11 j // 4. THE CSITE.RANY OR
EDCEMENT
SLURRY CONCRETE RESIDUE SHALL
ESIDUE WILL BE DISCHARGED
SPOS D
\\ 11 �,, 2 / // / / 1 I I444 , 1\\\ \ \ \ \\\\ \\ \ \ \\ 11
CHa THAM COUNTY \1 I�I 1\\ I o % / / I \ I I # \ \ \\ \\ \ \ \ \\\\ \ \ \\\\\ APPROXIMATEP PATH TO REMOVE / / i r OF,OR RECYCLED ON SITE,IN ACCORDANCE WITH LOCAL AND
\ 1 I / / ( / / / 1 d I \\ \ \ \ \ \\\\\ \ \ \\ 1 / / /, STATE SOLD WASTE REGULATIONS.
�� DETAIL NUMBER / I 1` 1� // - / / l \ I I , A 1 A A VA \ \V A V A A\ V\ \ , JUNK VEHICLES.ANY SEDIMENT / l I l / /�� JTALV yJ2]-[�yJ SILT y"ENCE 2018-013 // li I ��\ \ I / I / I I , / / / 7 1I I \\\ , \\ \ , \ \\ \\\\ \ \ \ \\ \EXPOSURE RESUI5TING FROM \ / I / // / / - 5. TEMPORARY SEDIMENT CONTROL MEASURES(SILT FENCE,
SHEET t oFt / I I u \ \ I I 1 l / I 1 I \ \ \ \ \\ \ \ \ VEHICLE R MOVAL SHALL BE' / / / DIVERSION DITCHES,CONSTRUCTION ENTRANCE,ETC.)SHALL BE
o.,�®..",Do,""n...m.®.. ' / IIII.X' V I / • / / / 1V A I A VA \ \ \ I 1\ \ \\\A VA V STABILIZED IMMEDIATELY I / / /
MAINTAINED UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND
E/ / III
I \ I I) / / /// /� / �**� / / / / I 1 I I \ v A T\ QE \ VA V \ v I ' v DIM, ,\ vV \ V / 1 / / / STABILIZED
(�' ♦ {� \
/ /\\' I / / / / / / /••�� -a / / I _ \ A( \ ` \ \\ \A\ \ \ \ \ \\\A\ 1 \ \ 1 I / / 6. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER
/ \) I / / / / / / / _ ►L / / / 1 \ I \ \ 1 I �\\ \ \\\ \\\ \ \ \ \\\\\ \ \ \ I I 1 I I I l I ( ON DRY AREAS OF THE SITE. THE USE OF OILS AND OTHER
\ I I / 1/ / / / /- / /T��� \ I I I\.sI 1 I I \\ \ \\ A \ \ \ \ \ \\I \ \ \1 I I I / / I PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS
70'-0"MINIMUM c
BUT SUFFICIENT TO KEEP _ - I INTENANCE NOTES) I I�4 I i ( 1 I 1 / / / I / //- /�--p--_i J_ -/_ / - / / I \ \ `T \\\ \ \ \ \p\\\ \�n\ \\\\\ \ \'\ ((\\\ \ \ 1 I \ I / I STRICTLY PROHIBITED.
SEDIMENT ON SITE 1.CONSTRUCTION
MAINTAINEDROUTINELY TO AVOIDLBE 1III' I / DISTURBANCE S OF,' TR' FENCE P�� / - - j,,
I1( A\\\1 1\ \\� A' I V V � \ \ I oA I A\ 11 A ( I V AI \ \I I7. IF THE
CONSTRUCT ONTTR�FFMIC BORC DIIRTRUCTIOTN REMOVED ENTRANCEFROM
f- ( ) h oITV ) I IE1[`BTlr pylIHGS ( IY\1 I \ I CONTRACTOR SHALL CONSTRUCT VEHICLE WASH AREAS AT
SEDIMENT LEAVING PROJECT. TYP \ I 1 � d § pp \ ����`��- ( o I 1 I ( S CONSTRUCTION TRAFFIC EXIT POINTS.MUD AND DIRT SHALL BE
� r - \ INTERCEPTED AND TRAPPED BEFORE WASH WATER S ALLOWED TO
FROM PROJECT SHALL BE REMOVED OI 1I ., _ / - ([IBE DISCHARGED OFFSITE.RINSE-OFF WILL NOT BE ALLOWED
6°4"s 25-FT OR WIDTH OF IMMEDIATELY. I Or_, / / // / // / / - - / )1 I / I \)R •� \ I I 1 \ ( (\\ \\ OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
EXISTNG --2"-3"STONE TO BE USED•., ' PROPOSED STREET, I \ III / / / /// // / // - - _- - -i// - /• / I 1 ///I/ I -i I ,-11 I I I I I I 1 I ) I I I \
RDaownr '(SURGE STONE OR RAILROAD BALLAST)` WHICHEVER IS \ ,/ ►r'4 �-"�F`4�c_o j,"-s--a--a/y__= _ / / / 1 leo. / I /)I 1• \ I I ( I I 1 I / \ \ 8. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE
GREATER. _ / -- -- - / // I / \ WHEN IT REACHES 4-INCHES DEEP.
tf?£Af3 �/ /// I. 1 V I I I I 1 1 I I 1 A l l
,J // / )/ / // / / - \o� / // // "� ,♦ / \\1 1 I 1 \\ \ \ I I / /- / 9. MAXIMUM GRADED SLOPE SHALL NOT EXCEED 3 1.
v. ii/ I /
" r1/ I // /////// /// / � �2p�30�--\ \ - // �// 1 / I / I I I\I \ \ ) (I 1 1 1 I / / / / 10.CONTRACTOR SHALL SEEK PERMIT FOR ANY BORROW AND/OR
�� I I III
11 // //// / ' f -- - . ----- /V/ / // / 1 I / I//// I I/ I / 1 / ////// SPOIL AREAS NOT SHOWN ON THESE PLANS
.
PLAN VIEW / I // /// ///// Pq � - - - szo- _ - ----'„V ; r// ///// / // NO SITE GRADING IS PROPOSED THE SCOPE OF WORK CONSISTS
E31, j 9 /�- _ __ _ / / / / / / / / //// / // /// 421LY OF DEMOLITION OF EXISTING STRUCTURES,DEBRIS REMOVAL,
/ I.I / I.1:L / //// ///// / -\� \=_ ' - / �j///// /// / // / l/// // ///////// //�/// /�i, AND PERMANENT STABILIZATION.
0 �l .III / riNi5/ ///// /// /// =-_c �\\ - I i� '/i // /////////// / V///l/// // //////// /// ,,,
NEW TEMP. I II,1I\\I, •I I ) / I..I / /////l// 11/lIIII, (//\\-�5,5'J��\---\ I D / ////// /// / // / / /// ///////// //r///// �/E/
I 1 / l ////// ///l I \ / l /�/- ��\\-�y ass / / /r �/ / / / / // / / ///i /// ///////ii ,
CONSTRUCTION CONSTRUCTION -- .../') / / I I / I / I / // I \)1,/!\/ r\�\\ -� \\�� - r-r:: . �� /,/// , / // / //s / / / / // //i/
]O'-I"MINIMuM ENTRANCE.- A II• \ <( ((( (/ //// �i J - __. - _ / / / �// / / // // //i//
EXISTING ROADWAY J II.�/ 1 1 1 _���
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DETAIL NUMBER / I / 1 1 AV AVAI 1A AI VAVA AVAV A\VA \AVA AVAA \VAA AVAVv_y- -- %%--' ' /''%%-?- - - =
STANDARD CONSTRUCTION ENTRANCE 2018-M3 ,/// / / ) ) I \I 1 1\\1 I 1 I 1 I 1 I I I 111)I I I I\I\I A,A A 1 VAA\\vA\vvvv,\VA V�A\A` _ -_=%/''%' //%-' �EI/'N ---- = ( )
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SEAL, / / \ /MAC FIE NUMBER
`YY\\\\IIIIIIII//// DATE: FEBRUARY 1,2023 SCALE
; R�Gy9 *� VALIANT RESERVE DRAW PROJ x 09214-0001
AEF DRAWN°NUDlER
% lYrl�&� CHATHAM COUNTY, NORTH CAROLINA ORIZONTAL:
"Q S DESIGNED AEF 1'-60 EX-1
p.3. I 044644 , CHECKED AEF VERTICAL:
v,��,f�/ .yy sw 1730 Varsity Drive, 500 PROJ.MGR. AEF N/A
3 REVISE PER COUNTY REVIEW COMMENTS 2023.03.1E '��f'+'FI K. Raleigh,North Carotins 27808 DEMOLITION AND EROSION 3 \ / ` _9
2 REVISE PER SITE WALK W/COUNTY 2023.02.09 G P" Y ``CC-
1 INITIAL SUBMITTAL 2023.02.01 K', Y♦N` Phone: (919)233-DOPE Fax (919)23 .1 sTATus:FINALPLANS "s'"
REV.NO. DEStlOPTONS DATE r111111I F-1222 CONTROL EXHIBIT "E3
REVISIONS / \ .o www.mckimcreed.com \ \ J ` ISSUED FOR PERMIT