NCC241923_Site Plan or Location Map_20240625

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ice \\•\\ SEBR OWtSUITEEERLDEVELOPER. r `_4... REVISIONS
BORROW ANDA/OR WASTE
SHALLAREASIF THE SAME PERSON CONDUCTS THE LAND-DISTURBING E PA To THE AND-DISTURBNG CTTIVITY AND ANY RELATED BORROW TIR WASTE ACT1V,,IVITY UNLESS THETHE ` % GREENSBORO,NC 2]408 \,•\\ \ '`'\ 804 GREEN VALLEY ROAD
RELATED BORROW OR BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF I9]1 OR IS A LANDFILL REGUATED BY THE 1. } - 1.'� -
DIVISIONOFWASTEMANAGEMENT.IF THE LAND-DISTURBING ACTIVITY AND ANY REATED BORROW OR WASTE ACTIVITY \ \ ..ty / , .rktv_ irr ,
ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED SEPARATE AND-DISTURBING ACTIVITIES AND \ \ \` .�� t \ \ PHONE:T:STEVE SHAVITZ N
MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR \\\ �y\ \\\ \.... . s/Qt' >s�/ •,/, �\Ca \ \\ PHONE:[phone] / \
THROUGH THE MINING ACT ' q\ // ///- / „\\ EMAIL:Steve(gCeeprrver.com •
MAINTENANCE SCHEDULE: \\1 %\„/ v •1 / \• \ \\ ENGINEER:
))ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING \\ +�. © /j \ \ \ \ \ CPT ENGINEERING B SURVEYING,INC. flip \
EVERY STORM EVENT,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY REPAIRS OR CLEANING NECESSARY TO • (\�\\ 4600 TYNING STREET
MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. O \\ \ b \ \\ HIGH POINT,NC 2)265
%.1%50 //�/ QO pY/' •
CONTACT.STEVENT WEBB P.E.
2.)ALL SEEDED AREAS SHALL BE REFERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO THE SEEDING / / � jEP-may \\ PHONE:(336)012-BBOO EXT.310 \ - -
SCHEDULE. ets S�Is�� /D ✓ ��, \ ° 5 5 � \ EMAIL nevew®cplen9 neenn&gym \ All
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3.)WATERAS NEEDEDANDMOWT0314'T01'HEIGHT.TOPDRESSWITH 40 LBIACRENITROGEN INAPR.,50 LB.INMAV,50 \� N1 djY O • Lp y"' / • /\' P ,n �\ \ \. \ T Tr-
7
LB IN JUNE,30 LB IN JULY,AND 2550 LB IN AUG. � / /? p A _/ ( - PO M'W \ \
%� .� Y� O �i aP A.v� v b v \v v v VICINITY MAP
am ' °' ' 'o•/dAe •`.,� /\JA{I V A1/ \IC / T AAV A V \\ \AA\ CONSTRUCTION SEQUENCE:
/ / ' ' Z ° a --- ✓j/ " i� "\ � P6139 5'\\\ \ \\\ L/ -- 1.CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
O� } / •9V�`Cp �' "v2 _ __04°� / \\ �� \\ \ \ A \\ \\\\ PROCEEDING WITH WORK ASSOCIATED WITH THESE DOCUMENTS.
�\ > /�\\ L \ 4\-� 2.FILE NOTICE OF INTENT AND OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCGO1 PERMIT FROM THE NC
mz 2 V //�* /JQ p/� b�PL- --� i \•� , � \ PG \\i / \\\ DEPARTMENT OF ENVIRONMENTAL QUALITY.
\ j ✓/ \1 ° e4O4S I %A / O e\' -1_ y_aS NJ, \\\ 3.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH OWNER,ALL CONTRACTORS FOR AND DISTURBANCE AND/OR
\ yDN/.y� \ j°� "� _� ( \/ �\ S / © \\ iQ \\ EROSION COMROL,ANDEROSION CONTROL AUTHORITY PERSONNEL TO DISCUSS THE EROSION CONTROL PAN.
\\ / - �[ /1 Y�Y,,O O.FAGTHE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PAN,DO NOT EXCEED PROPERTY BOUNDARIES WITHOUT
•
'� `->� Q �k a - /-` I \ \\ �') / / / 1\ 4 A \ '-Q��4 \\ WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE OWNER PRIOR TO
\\\ �,y j;:. // /r \\ \\ \ O.
y• % - yr' I -\ . f ( `/ \ CLEARING.
f \/ /a S.THE r-rs CONSISTS OF AN EXISTING PAVED PARKING LOT WITH MENL,00 sp,, ING DRIVEWAYS.THE EXISTING DRVEWAYS
.1��1 r I I / ••� \� \ \ •\ \ WILL EITHER BE CLOSED OR RECONSTRUCTED AT THE AREAS ALSO SHOWN AS THE TEMPORARY CONSTRUCTION ENTRANCES �L� I-
&yn�}� \ / 1\ ( \ yI� /// / 1 \ . / \ \\ \ \ [COG STD.436].THE EXISTING PAVED DRIVEWAYS SHALL REMAIN IN PACE UNTIL GRADING DICTATES THAT THE DRIVEWAY BE �/ 4
/� �Q•Ogp �r �• e \ \ �$O\ °'1� _ \ /\ �� \y0� \ \ \ yam \ REMOVED AND/OR REGRADED AND RECONSTRUCTED WITH A TEMPORARY CONSTRUCTION ENTRANCE[COG STD.6%]UNTIL z IA IV
•.� \I \\\ -ITp�'�i jVy/� \ /�/ PO .� / ��/ \\ C1C , \\ \ THE PERMANET DRIVEWAY IS PAVED. \� IA(�
\� - \ \ \ r \\ \\ / \\tt I N /\�1\\� 'r` Yp Yin r
\ �� ` • ,/ \ \ \ \ $ /// \ $" �\� �' \y Ff' qy j \\ ` `\ \ SELF INSPECTION(INTIAL DATE: 1 Fm ry
h W t„, \ \ \�\�\ \ \ ) / /j/ \ \�/ y/ ��B // f -- ��F, � /� \,\ \ \ 6.INSTALL TEMPORARY SILT FENCE[COG STD 430]AND TEMPORARY TREE PROTECTION FENCE[COG STD.448].INSTALL F1
` 'If' • \ \ \` /i \ \ \ \ ( ' i \\ ' ! \\ \ TEMPORARY STONE OUTLETS IN LOW AREAS OF SILT FENCE. V x
\ lr y x \ \ \ \ T• 0 "`° SELF INSPECTION INTIAL: DATE: 1
II-
\ \1w,�= 1/ \ �/ \ \ P1"\ \ \ \ \�/ % / \ \ \ \IIh\ /�. p/ / �® �y\ �fl�'e19 • a� 1 \ \ ].INSTALL TEMPORARY SEDIMENT CONTROL LOGS[COG STD.450]AT THE EXISTING STORM INLETS ON-SITE.TEMPORARY '�j N
�`l~® `y'\ / c, \ I \ \ \ \�%.„/ / �'" ,,,,T' \, 1 A \ \ SEDIMENT CONTROL LOGS TO REMAIN IN PLACE UNTIL THE EXISTING STORM INLETS ARE TO BE REMOVED. Q l)
s\ �-F \ \ \ \ \ LE��ii' \ \ \ \ T 1) y I t '( P11�P"y "So
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\ \--" /�; \/I O 1"1\,/\.... \ \ \ \ \ \ / -yr� \ \ •I "lot\� 0®d l/\ \ \ SELF INSPECTION(INTIAL: DATE: 1 J\ ) M• � \ \� \ \ \� G \ \ \ ( \ / l R ,„ y\/\\\--- 5 B.CLEAR ANDREMOVETHETREESASINDICATED ON THE DEMOLITION PAN. fi i1
P\ /fo- A A r \yU` \ a/� V v '/, e / ��� �LjI�
\ i O�� pep \\ \ \�/���� //\�%�-1� \\ % \ \ F/ I C \ OeP�/-jy�/\� '/ / /' `\\1 \ SELF INSPECTION(INTIAL: DATE: 1 Z�I N
\\% ss\ I3b IP�,•Lh YY1ed`_.4Y. ry \\\ f/,i -.- \\\ V/ ` \ \ �� �' l \'�S�.y.l y'.. { �\ / / \\\\\ \ \ \ 9.REFER TO THEEXISTING CONDITIONS/DEMOLITION PLAN FOR REMOVAL/RELOCATION OF E%ISTINGUTILITIES.REMOVAL OF Ll9 ZlO
4�v�( V•""ee,;t \ ,G \\ \ ( \ \ \ \ \/� / 1 EXISTING CONCRETE,REMOVAL OF EXISTING CURB,REMOVAL OF EXISTING ASPHALT,REMOVALOF EXISTING STORM
\\\ W"W ; .^ �. , yam,\ \ \ \ \ .. '.....*:\-:-.....1
\\ /J �n i/ \\ 4\ \ DRAINAGE.ETC.REMOVE/HAULOFF ALLDEMOLITIONDEBRIS ASNEWPROPOSEDIMPROVEMENTS AREBEINGINSTALLED. W
5' �" P' E // !i'g \ iii\ \ \ ///"""""" `y / I \\ 10.INSTALL THE STORM DRAINAGE FROM THE EXISTING CURB INLET(EX.CIMS)AT LENDEW STREET THRU THE SITE TO
\ eA\I �// \ i\ gf, \\,\ CONNECT TO THE EXISTING CURB INLETS EX.CI XI AND CI 52I AT MERRITT MEDICAL PLAZA(1511 WESTOVER TERRACE).
\ .�\c 3�PO 5.1 6e -/ -�� 6N`- / `- '\\ \ \ \ \ \ V% jIA3 \ �\ \ yj /f �/ \1\�\\ INSTALL TEMPORARY INLET PROTECTION[COG STD.4311 AS THE STORM INLETS ARE INSTALLED.INSTALL PARTIALLY =IU
3�' tNx / > INSTALLED STORM SEWER COG STD.443 AS NEEDED THESTORM DRAINAGE IS BEING INSTALLED. Z
\ \ w" e aurae j i .e._ \\\ \ \ \ V� \ \ • /f _I \l [ I
y. ,- ""JW< / ie�! 2.OS AL. \\\ \ �s V 111
\ \, \ �\l U�' � / �\ \ ,\ \ l [\ \\ SELF INSPECTION(INTIAL DATE 1 z
° \ �°\\\ 'OF�'I'N. �Qp,•, / \ / /`. \- PL / \\\y/ . \ I \ [\5-\\ \/ 11.ONCE THESTORM DRAINAGE EXTENSION THRUTHESITEHC BEEN INSTALLEDUPTO CB M33 REMOVETHEEXISTING
\ °�d0 ', 1)\\\ \ "" `L 9 : Obb / / / / \ \\\� ASPHALT,CURB,AND UTILITIES IN THE AREA OF TEMPORARY SKIMMER SEDIMENT BASIN k1.INSTALL TEMP.SKIMMER I/����
\ ,j®" pRNNAf£NT tl94A6i - \ •Y N1 "6A me.\ \ ' \��Q��\ /\\j�\/`� / 5J\1 \\ /� SEDIMENT BASIN 01 WITH BAFFLES AND 2.5"SKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE
\,aS\\' d'91Ex11LE LI1H2 \I ��" I 6' a l' - X' '=� \/ _/ \ \ 1t\\\\\� MEMBRANE(10 MILPOLY),TRENCH AND KEY-IN LINER/MIN.1'DEPTH).EMERGENCYSPILLWAYEL.016.0(24'WEIRI.EXTEND
y,�r i • \/ J I
�O, r k\y �" \ J / 42�'!' �\ 6 �% \ \ l // 1 \\4N \ GEOTEXTILELINER(MIRAFI FN406)FROM THE EMERGENCY SPILLWAY/SKIMMEROUTLET TOCBM33 AS OUTLET PROTECTION. v
*.\-, �_\ I �`��\ J LJ AL':_\\\ sk,, /,� //^ I `s, INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.440]TO TEMPORARY SKIMMER SEDIMENT BASIN.,DURING
\\ /PeOPETet Md OBTIU�p -� �,,// \\\ ., .�; ` .� •\ I I J 11\\1\ CONSTRUCTION. [
\♦ jA\\ s�'ve�iaei.-de f \ �� TAP.Bran n1{rtmrec \\\ '�- �4 \ II\ I 1\aF A; �'..:, \ lll'/ / vc;sm Asa 11\\\\ _ P1 /\ / \
\ \ / \ g,. ._t• / \ \ \ -- I/ 11\ I\\\ , SELF INSPECTION(INTIAL DATE 1
WMEN \\\ _ �.. ' / •• �,/ j _ \ \\\\\ y�14',,,,I \ \�^\� )I 12.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO DI M4,INSTALL TEMP.SKIMMER 1\4ttIN41/
\ \ . 9f- - ,-! / %� /,,, I `!! \\\\ / PAC oeb,'o4 \ .3 / \ I in SEDIMENT BASIN k2 WITH BAFFLES AND 2.5"SKIMMER EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE HCAIfOt/4�°'
gip S • - I' 1/� • i' SSS
.� '\\ a // O `_' �� ,/ // \ \\\\\\\\ �pa pe \ MEMBRANE(10 MIL POLY),TRENCH AND KEYIN LINER(MINI DEPTH)EMERGENCY SPILLWAY EL 8130(15 WEIR).INSTALL A °°'•°•• ,(y,
OEqA \� - /� j /� gin K I \, I I.I.II AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.440]TO TEMPORARY SKIMMER SEDIMENT BASIN M2 DURING r'� E /O •
FOCA FP WI \ 1 � \ J CONSTRUCTION.
11E ltlT.rEGgE .suTl�eEv �/, '- .�;� aa' ►- '�. r/i � A wVAV �/ ,, �� �n/vv / vI 3 SEAL, c
1'B11RIl'L1 fl.O65TO 4801 \\ �� :1 � • (( /j% �� 1. 1 SELF INSPECTION(INTIAL: DATE: 1 1-2.1407
�• i. /III I/j/ v \ \ -{ 13.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO CB MI),REMOVE THE EXISTING /
PARCEL.11429i 1
PLAN TRACKING NUMBER 2023-4358 \� - ,,J, ` \\\ \ \/ \ 1\ `�___�- \ ASPHALT,CURB,53 WIAND TH
BAFFITIESLES
IN THEAND 20"KI TEMPORARY EMERGENCY SPILLWAY SHALNT L
M3.INSTALL AN IMPERMEABLE
�.
\ iO"' ®`= O'2 '4c')\\\ ��� t/ / i SEDIMENT BASINM3WITH BAFFLES AND2.0"SKIMMER.EMERGENCY SPILLWAYSHALL BE LINED WITH ANIMPERMEABLE �9 �,
\ • 1_ 1Y" d. I TEM 5TW11NBT ` \\ \ J"_p>- /"`
\ \. ,11, - .0_, �Ge / // �\ ;� �21 I1 �y C_/ ��\\ \\\\\ \\� \ /�,� �mbQP�S,�y� \ ���\ yV� ��I MEMBRANE(10 MILPOLV),TRENCH AND KEY-IN LINER(MIN.1'DEPTH).EMERGENCY SPILLWAY EL.018.0(15'WEIR).EXTEND °j°H Ir61� `\,\,,``
EROSION CONTROL SYMBOLS LEGEND ZONING OPAL I / ( C\ T �5�/p0' I" v GEOTEX ILE LINER(MIRAFIFNMA])FROM THE EMERGENCY SPILLWAY/SKIMMER OUTLET TO DIMAS OUTLET PROTECTION f
\ I�[ i l / \\\�\✓ 1----
\ - \ \\\ . JJ V0•/Y ^ / �-/J L\J� INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.440]TO TEMPORARY SKIMMER SEDIMENT BASIN M3 DURING l/
I\\ - g0(�1RFN` \ / / / ` �\�\\\\\\\\ / \vV// )� \�\`AL7i� '- jc/. J_i J L -- 1 S CONSTRUCTION. bl4/20�4
m EXISTING STORM DRAINAGE TO BE REMOVED INSTALL IBP BLT PpRB �6q 5 0 • L / \\\\\\\\ Ti \ _(f I
MiZCM PROPOSED STORM DRAINAGE 6 ,r•, / / / \ ) \\\\ % \\ i / ®J \\9 SELF INSPECTION(INTIAL: DATE: 1
TEMP.SEDIMENT CONTROL LOG[COG STD.450] OR Y5 1C91317D]��IX • \ I55]I )\\\\\=-\=\ / //� 14.CONTINUE REMOVING AND HAULING OFF ALL DEMOLITION DEBRIS AS SHOWN ON THE DEMOLOT ION PLAN AS THE SITE IS
TEMP.CONCRETE BARRACADE I �OO
N \ fl (11 // / / ��I / \ \ / BS.CONTNUE NRATIONSDICTATE.INSTAL43] 1 Ui II/ I Tfa3XCH'&215LLL / / \ _ \ \ I/ EING GRADED.
\ ` / - 1r \ [ 15.CONLEUEINN[ D. A STORAONSDICTTALALLED I � {g( N.I'DBI1P / \ WIRLETPROECTION[COGSD. 1]ASTHEST DRAINAGEISTALL TEMP.SILTFENCE WISro' IIYII eS. sRLVNY ELPl.-dSD \\\A'_.-\ \ `\` I 855930T3AS THE STORM
11----11 TEMP.TREE PROTECTION FENCE[COG STD.4481 O "SILDT FENCEAO] I /7\Ig.- • lg�p�yRlr�@ .617 AL. \\\\\\�\\\�\\\ \ III //\\` '\' ) pgpG] ` I \\II/r 16.INSTALL RETAINING WALLS AS SOON AS GRADING OPERATIONS DICTATE.REFER TO RETAINING WALL PLANS BY MODULUS,
yJ TEMP.STORM INLET PROTECTION[COG STD.d311 PSl1,IG M I �I.A� `R11MNr iORM+ ul / \\~ 1 �i \ ,I\ � pFFIGr PLLC FOR DETAILS.BAFFLES pf i408 16 ME it I\ � 1 '\ ORAIB''b8/SffA'"Ac' \\\\\\\\\\@\ \\ ) I \N \` 1 \\ \ \ ,3 ( \I 1).CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE FUNCTIONING AND MAINTAINED DURING0M87WLNDBPRIL W iI I I \/ \ \\O \ 'NN 00F �' \ \ ' I CONSTRUCTION.CONTRACTOR MAV BE REQUIRED TO INSTALLADDITIONAL EROSION CONTROL MEASURES AS DEEMEDV A(((((((((((((((((((((a. TEMP.EARTH BERM[COG STD.4401 ,{1/\ / I ;ill i ( \\\\�\ \\\\\ ji'/ I e` ( -\..N \...\' \\\ -___ ``JJ / \ I NECESSARY BY THE EROSION CONTROL INSPECTOR121 GREEN VALLEY RD . TQ
DRAINAGE AREA LIMITS T/J.T / `/'l� ° • \ / ✓���'\\ \\\\\\\\\\\\\\ ' ��" J / \\ \` \\\\\\ \\ \- T \\ 5 DISCHARGES ONCEDSTURBANCE HASBEGUN ONITOHE SREIANDING UNTILICOMPLET CONTROLS
IONOFCONSSPECIFIED
TRUCTION OR DEVELOPMENT n}
tT /\`F `/�/ / / / ---- / \ \\\ \\\ / / `\y\ \ \\ \ �I--\ �I \ I AND THE ESTABLISHMENT OF A PERMANENT GROUND COVER. '^
EXISTING SANITARY SEWER TO BE REMOVED WUu I' h Y \� %/// _�`\\ I � �TI� \\ \�\\\\\ ip,\ \\ \`�\\\\\\ \_ _ ��-\� / �.� I 13 DURING CONSTRUCTION AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF111
NI PROPOSED SANITARY SEWER W L Q)§ / / /// J/ [ \\ ____ \\ /\\\\ -- _ \ /`` \� I' PERMANENTGROUNDCOVER,THE PERMITTEE SHALLPROVIDETHEOPERATION AND MAINTENANCE NECESSARY TO OPERATE
,�/
LI ZONINS 2aY, / -/ / / \ 1 1\\\
/ \ \ "`### I� I THE BTORMWATER CONTROL MEASURESANDALL EROSION AND SEDIMENTATION CONTROL MEASURES AT OPTIMUM �11
LINE LEGEND: ° W x l / yl 1 �.. _ ] /A s \\� \ •�'• � EFFICIENCY.
1B9.WORN INLET aLTFDlIOX \'f .6111 -.\ a// I / 4Lrg/ \-\ r__ ��\� --� r\ ` i \ \ cr�\ \ \ I 20.GROUNDCOVER WILL BE REQUIRED ON ALL DENUDED AREAS OTHER THAN PERIMETER BERMS,SWALES,DITCHES AND
BOUNDARYIPROPERTY LINE \ /// \,� ESP \\ \ 11 \
NCO MR 431] / / / 'L\\ / p ) 6 �„ ' \ \ / \ 1 \\ \\ \ \ \ SLOPES STEEPER THAN 3H:IV WITHIN FOURTEEN(141 DAYS)OR COMPLETION OF ANY PHCEOF GRADING.RECORD DATE(5) / Q
SETBACK \ - \ / [ VI"` �� \ \\\\ \ J( \ \ \ \ OF PROVIDING GROUNDCOVER. Qh
6 GAS LINE / / i•. • �� \ / l \I \p..\��-�i-�1\\\ /\\ ' I( \ \
///,' ST �f \"1 y l \ \ \ \ \ \_ SELF INSPECTION INTIAL: DATE:E: 1 I III 1 0
IN WATERLINE 1311 ® /'I 'F R ' \ - ' LL���'P I I PX AIEf P11019'IYJX / _ � IF`-Ii\�\ 1\ 11 I' \I\ \ \ ( µ.1 J V
-OM- OVERHEAD UTILITIESlir // / `. ,/ T \�1\\\,\\ "�6 /\ \J/�yD/ \ $.1/`Ii //� / -III\\ \ -do- _\ I \ \\\I' \\ \ \ 21.PROVIDE GROUND COVER ON ALL PERIMETER BERMS,SWALES,DITCHES AND SLOPES STEEPER THAN 3H:IV WITHIN SEVEN
-• UNDERGROUND COMMUNICATIONS HSTOLL TEMP.SLT AYE / '�� / I \ p ♦ \ \ \ \ \\ \ 1 (])DAYS.ANY SLOPE INDICATED STEEPER THAN3H:IV SHALL BE COVERED WITH EXCELSIOR MATTING TO PREVENT EROSION Ey
-Le- UNDERGROUND POWER K.sw..4184,4ro cam /I / J \ / \\ 11'F9" I / \\ ` µ? / \ / AFTER SEEDING !!IEEE VVVZ
v / IG• / v ram, v� N v Q
,.rox6 Lamer s,�ns r /' ° `' A. / OI 1=I I(� �1\\ sy,,. �� Ill I I \ s�vAunx"6ne1R� -, /Rem..GNPp1uL
x SANITARY SEWER LINE `�J q'q��--.�yy \ \ •154455,TER SELF INSPECTION(INTIAL DATE 1
Know what's below. r„.... ,,WAL /7 d- �• #4, / I \ n0 y \ I II \ \ 4 / 1E9NL PARCEL 949 22.ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL THE SITE IS PROPER,STABILIZED WITH SUFFICIENT
Z
CURB AND GUTTER 1.11 what's ORAIH`GE5RSTMlID / 7V \
/// / 1J•` •- • \\ / �- -_ // / „""\ /It / ) I\ I1 I\' \ pTG .,. \ I / GROUNDCOVER.GROUND COVER MUST BE MAINTAINED TOADEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION
�i8��before you d19. /�','�: �il ►!� / // / I v v w.ax; Iv \ 1 l v 1 v AruLTMEs Q
S \ _/ -_\1 -. 1{{+/ [ pyl \\ \ _ \\I \ \ \ \ WEES 23.CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES REMOVAL OF EROSION CONTROL < r•,(���
/ /✓., ,F / HIV �- \ - Ili I I i L E 1 \ \ 3 DEVICES SHALL OCCUR ONLVUPON RECEIPT OF APPROVAL FROM THE EROSION CONTROL INSPECTOR.ANY MODIFICATIONS (2 v
GENERAL NOTES: /// ON / '\• � � -' / I Ilsro \ 1I I 1 3 TO THE APPROVED PANS MUST BE PRE-APPROVED AND DOCUMENTED ON THE SELF-INSPECTION FORMS. D]
/" � '��'0. �1� � _- I \ Q1y �� \ 26.ONCE AN INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITE'S COVER IS APPROVED,THE SEDIMENT THAT HAS Zr Et Q Z
m 1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED 11 / tt-o• /'' .\,. k� -1\ /` - 1r ,,',7) � ^,{"'',: 1 111 L\ \ \ �L
4L . / - /\ SfP' •- /\ T�fM Ef( qRy I I \ \ BEEN COLLECTED FROM THE EROSION CONTROL DEVICES MAY BE REMOVED AND GRADE THE ARENS)WHERE THE Co w
2.SITEISSUBJECT TO ALL EASEMENTS,RANANDAGREEMENTS OF RECORD PRIOR TO THE DATE OF THE SURVEY ^�/5 / / I,' ,4 / r . 07/ _ .���//4.5,i Ac. / ii- \ \ �' ]ems \ Imo. -�\ -' '..'. \ \ \ \ MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND STABILIZE.DRAINAGE STRUCTURES AND PIPE MAY BE REQUIRED TO O W
lT 6. 47 /i.�� 2 's NOKERJMHt �\ _ /�,,•4p \ "L' ^-p �"yµ], III J 1 \ \ / BE VACUUMED TO REMOVE ANY ACCUMULATED SEDIMENT. ,,
/ f�4 %/' 0/2Y•,KE A , \ �M3RaAL �1 :. I -q,, ) \ \ \ / 25.REMOVE ANY ACCUMULATED SEDIMENT IN THE DRAINAGE STRUCTURES AND PIPE.
3.THIS MAP IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BVAFULL AND ACCURATE TITLE SEARCH // =q`;/G/�J�/�1/ - .1
m I ` . \\,.\ ORWNM.E AREA.#S`Y`\\K. -^'\ (I I � \ \ " "+ III /( \ \IXORIYE LO RBMMPAN9/STA&LI]ID i \ \ ���/ 26.THE PERMITTEE SHALL ENSURE THAT THE GENERAL CONTRACTOR/GRADING CONTRACTOR PREVENT SEDIMENTATION
4.ALLBUILDINGS,ANO SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT -" -•%( [C�STD 43U / /^. ( �,\\ --• �I.LIIHt ? yyg4,,�,\�/7 \ \ I �4.c,• II\ \ \ I L `� ... \ ,� FROM LEAVING THE SITE BY THE CONSTRUCTION TRAFFIC.IN ADDITION,THE GENERAL CONTRACTOR/GRADING CONTRACTOR
r tf `, AII�Tr \. T\\ \ \ 7140.0 ul \ \ \ I � e \ \ I \ \ I \,I't \ro,EWA� \ �_i\ SHALL HAVEONSITE THEMEANSTO REMOVEANVSEDIMENT TRACKEDONTO THESTREET.IFCONDITIONS REQUIRE, O
NECESSARILY SHOWN HEREON • \ 5co/ 1�1-.\\\�^IF / - - /��' �\ ;p���MN'OBr1U\ �' - AI \ \ 01,1\ \ \ I / 1�0, \/� / EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING THE STREET.��w UAL POLE°` \� �f � � 1 \ 6PBVNr d4D \�"1 -YYI / \ \ / I l (�
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SURVEY.NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS A a ,"\ _�� -- -)pr" \ \ \ \ \ \ \ I \\11 \ \ 20.FILENOTICEOF TERMINATION WIT/THENCDEPARTMENT OF ENVIRONMENTAL QUALITY TO CLOSE THENPDESNCG01 O
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r= �.� PUBLIC RIGHT-OF-WAY VARIES - s / \ �/
1 THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES.LOCATIONS OF _- / / `
uNOERGROUNo UTILITIES/siRucTURES MAY VARY FROM LOCATIONS SHOWN HEREON ADDITIONAL BURIED UTILITIES/ `� \ MNORT}LO O G ,'N "a e"-' -- _ P�_[a_J,- ' ® _ --
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L� FLOOD NOTE: THE PERMITTEE SHALL MAKE PROVISIONS FOR MONITORING AND SELF INSPECTION TOTAL SITE AREA: 11.971 AC.
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/ a / �. • / /i lk:. 7 - / A I 1 j 1 III IIII 1 917E GREEN VA
3 J . ` / y x " OWNER/DEVELOPER: ENGINEER: gq vALLEYRD
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B/ -_�4 / / \ / I I I L \ I I I SUITE SB C STE ENT
/ . / — ^'--�_ Y ' III I \ \ II III IIII \� \ I I I III— GREENSBORO,NC 27408 CONTACT:STEVENT WEBB,P.E. �^
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BORROW AND/OR WASTE AREAS: / ' OWN�ERLDDEVELOPER. ` REVISIONS
�,. < ' : .
IF THE SAME PERSON CONDUCTS THE LWO-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE \ \\\ 804 GREEN VALLEY ROAD
RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE ,\ ` -
BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OFI9]1,OR IS A LANDFILL REGULATED BY THE \ ,} sr�[•. \ J _ ,.'�
DIVISION OF WASTE MANAGEMENT.IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY 67••",`1 "' 5. \ \ GREENSBORO,NC 27408 .`
ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND Pr‘‘ A '. t' / t \i \ \ CONTACT:STEVE SHAVITZ �
MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT ASAONE-USE BORROW SITE OR \\\ �y\ \\\ \ �4p-//� // ,1\ '` s4a \ \ PHONE:[phone] F � \
THROUGH THE MINING ACT. \ q\ // �i'// ✓� „\\ EMAIL:steve�Ceeprrver.com
MAINTENANCE SCHEDULE: ...
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1.)ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING \\ V �.. © 'j / \ \� \ \ CPT ENGINEERING B SURVEYING,INC. \
EVERY STORM EVENT,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANY REPAIRS OR CLEANING NECESSARY TO 4400TYNING STREET _
MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. .�Q O 0 \� b \ \\ HIGH POINT,NC 27265 V.
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QQ�Py i�' r y�.NQV OY/' \ CONTACT.STEVENT WEBB P.E. -
SCHEDSEEDED AREAS SHALL BE REFERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING TO THE SEEDING flf T % , � �Oz M JA \ �\\ EMAILPHONEneve6w®cplengneen9'wm \ j_ ��
SCHEDULE. / /�O )f • 4 w'"5 !g, \G \ ---
3.)WATERAS NEEDED AND MOW T0314'T01'HEIGHT.TOPDRESS WITH 40 LB/ACRE NITROGEN INAPR.,50 LB.IN MAY,50 \...- /�o`��`' ,, 69 14•89„• \\\ \ \ \ P4\
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T \ \ CONSTRUCTION SE UENCE:
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••'�' // � v139 \ \ \ \ L/ 1.CONTRACTOR SHALL ENSURE THATALL APPLICABLE PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO
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NK / 0� � p ,� " /\\ ` \�� � S �I\ �; ', \\\\ LI �. PROCEEDING WITH WORK ASSOCIATED WITH THESE DOCUMENTS.
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N'U V / i DEPART NOTICE ENTOF E INTENT VIRONM NTALOBTAIN QU CERTIFICATE OF COVERAGE FOR THE NPDES NCG0I PERMIT FROM THE NC
QW z A y � ,/�.\ "\'� , /l\ 3�c \i �LV \ \ DEPARTMENT OF ENVIRONMENTAL QUALITY.
\ ' /' 1 / ��i '/ �,).\\\�V / ) .4 , ' • \ It* \\ 3.SCHEDULER PRE CONSTRUCTION CONFERENCE WITH OWNER ALL CONTRACTORS FOR LAND DISTURBANCE AND/OR
\ .,NV > ; PP'. �' .;.`.'� / \/ 1, l AR" ry © \\ § Q \\ EROSION CONTROL,AND EROSION CONTROL AUTHORITY PERSONNEL TO DISCUSS THE EROSION CONTROL PLAN.
\\ ,' 1 / / .•> / ` '\\ / 0- /- Y' \ _ \ \ -ry�� \\ 4.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES WITHOUT
tl • ' yya s '/� _i "'YYY �L WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE OWNER PRIOR TO
®�YyA' 9 ,, .p�S11'`t` G / / �� p f yam" //�� \\$ \\\ I' \\ CLEARING.
/'!�f N' O/C'',1TY _ y / _•/' //��\ I• �/ / "j��/ l is \ \\ •q \ S.THESITE CONSISTS OF AN EXISTING PAVED PARKING LOT WITH SIX(8)EXISTING DRIVEWAYS.THE EXISTING DRVEWAYS z
' l yp•� {' I\ // ,.yr 11\ \• / � �/ •� /� ' \ \ / \ \\\ Try, \ WILL EITHER BE CLOSED OR RECONSTRUCTED AT THE AREAS ALSO SHOWN AS THE TEMPORARY CONSTRUCTION ENTRANCES 1L�
6 Keeaa-- Pd'b _ \\ \T� [COG STD.436].THE EXISTING PAVED DRIVEWAYS SHALL REMAIN IN PUCE UNTIL GRADING DICTATES THAT THE DRIVEWAY BE �/ 4
v\ AIP �, � 51 f \\ y / � $� y0• \ 1 REMOVED AND/OR REGRADED AND RECONSTRUCTED WITH ATEMPORARV CONSTRUCTION ENTRANCE[COG STD.4%]UNTIL z in IV
\ _ i � y `' \i � \ \I 11/ '/ ^k �� \ �(Y,� \�� / \�.�\ ,r` '"��j .V. \(\\\\\ 9� THE PERMANET DRIVEWAY IS PAVED. 2� ry(�
\\ p(F > .iI /�!� 'N 9_` \vL. P•\ \ _7,..
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�3 \� VVVe / \\ SELF INSPECTION(INTIAL: DATE: 1 ~IY1 ry
` f'� W 1K - \ R L_ RLV L I / '�P / \y\f, i- T'`� ` r \\I \ \ 6.INSTALL TEMPORARY SILT FENCE[COG ST0.490]AND TEMPORARY TREE PROTECTION FENCE[COG STD.ddB].INSTALL - Qy
as P a'®\\ Y� /,'\T, ' / f ��' l ® ' j �� SI@, \ \ TEMPORARY STONEOUTLETS IN LOW AREAS OF SILT FENCE V Y
`� \\ -,,,,.\\,,,,,,-gt �� •Ap§, b\ \ \ \ \ \ �M1a �1„-`\ \ �� �I' / C^'T• V� �4.Ob _� i ///) 4�% \ \ SELF INSPECTION IINTIAL: DATE: 1 Q
\�\\�pZp / x. I t \ \ \ \ A %��{/ \ ., \ - �1 I / / -�® �yN �oyP'af4� ' ` \ \ \ \ ].INSTALL TEMPORARY SEDIMENT CONTROL LOGS[COG STD.00]AT THE EXISTING STORM INLETS ON-SITE.TEMPORARY N LL
yB 5 I ,� \D _ \ \ /"'j/' ' \ - l 0'' / A \ \ SEDIMENT CONTROL LOGS TO REMAIN IN PLACE UNTIL THE EXISTING STORM INLETS ARE TO BE REMOVED. Q l) j
k s -F V A _. saw l
\\ L'• x / • \ , / \ 1 •, ( i1 ; P✓" 1� �dP P(,- / v e \ `\ \ SELF INSPECTION IINTIAL: DATE: 1 J -F� VVV� ,Ov.p1Jn� _.L� y �A(' \ / l 1'4O po \ � B.CLEAR AND REMOVE THE TREES AS INDICATED ON THE DEMOLITION PLAN. f�4 ` D�'` , dd �ttlif.,8
..\� I w�" � r� / // i' \\4' \ SELFINSPECTIONIINTIAL: DATE: 1 FN rf- / s r-f `S N\\ aa\\\�1 •!O^ 1•ji_.4Y / > g.i.._� \ n' / \ \ \ 9.REFER TO THE EXISTING CONDITIONS/DEMOLITION PLAN FOR REMOVAL/RELOCATION OF EXISTING UTILITIES,REMOVAL OF 9 ;Z•N y� 0 pb i ram \ ;100,,\ 011iriliiiir'
i/ �\ \ v \ ��y�gD om'\1 e ' ,F✓�Y� / /\ // 11\\\ \ EXISTING CONCRETE.REMOVAL OF EXISTING CURB.REMOVAL OF EXISTING ASPHALT.REMOVALOFEXISTING STORM E O_
% ^^ 4•v�h5 10,1:,,•00 'i y// \ \ \ \�\ � /, � \ ' \\ \\\ /�,r,, \\�r\\ \ \ . DRAINAGE,ETC.REMOVE/HAUL OFF ALL DEMOLITION DEBRIS AS NEW PROPOSED IMPROVEMENTS ARE BEING INSTALLED. LI R
\I•A S.,,,,;„,N�q�S Jpg1-Cy, \ '/ ` �) ,- , , �\ �C/•_.. . ,y //J /\\ XXX \[ \\ 10.INSTALL THE STORM DRAINAGE FROM THE EXISTING CURB INLET LENDEW STREET THRU THE SITE TO
\G \0 �'� _/ i \ caxclSE\ p`\ -k 'h\ Y \ �rj ( Il"I
\ \ p A\p O0A � _ \ \ \ \ f '\.�?/\ \\`V aN \ CONNECT TO THE EXISTING CURB INLETS EX.C161 AND CI 621AT MERRITT MEDICAL PLAZA(1511 WESTOVER TERRACE). Z
A as\c �'AwFP 0B �' ��A ' " \\ \ -j\\ (\\\\\ PROTECTION[COG STD.431IAS THE STORM INLETS ARE INSTALLED.INSTALL PARTIALLY -O /, \ / 1 INSTALL TEMPORARY INLET PROTECTIO
\ \�\\\ �E1�34 P.dy � _ " \ \ ��`� \� \\ •
/// �.�/ (\\l;\\\\ \ INSTALLED STORM SEWER PROTECTION[COG STD.443[AS NEEDED AS THE STORM DRAINAGE IS BEING INSTALLED. z
'' p\A� '1� III \ [ \ � / �\� ��L� \ III I 1\I \� SELF INSPECTION IINTIAL DATE 1 a
4 kd / - 1vvrie, I R ` / ▪`\ 11.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO CB 633,REMOVE THE EXISTING r�
�\ )�' ' �� // -� "' \ \ \\�1 / I I \1 \\01 �\ ASPHALT,CURB,AND UTILITIES IN THE AREA OF TEMPORARY SKIMMER SEDIMENT BASIN 61.INSTALL TEMP.SKIMMER '�iJ
s\ '�'� i�-• - �'�'� v7� •
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\ \ ` CrI ' \ / EYGAVATIf.IIA1 .� \ J / 4.0\I\ \\I I\ SEDIMENT BASIN 61 WITH BAFFLES AND 2.5'SKIMMER EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE
\ \ ;, 1 -T N \ T¢G 1 \ It\I\I\\ MEMBRANE(10 MIL POLV)TRENCH AND KEY IN LINER(MINIDEPTH)EMERGENCY SPILLWAY EL 0160(24 WEIR).EXTEND
\ p� 1¢�,. /// \\ r ' % ;�. \'. \\\ L y // \ \ r // I I I t- 1 GEOTEXTILELINER(MIRAFI FM.)FROM THE EMERGENCY SPILLWAY/SKIMMER OUTLET TO CB 633 AS OUTLET PROTECTION. v
© \ � V1, . 4% ,1• \ ./// IN\ // 1 I/^ i / 1 j\\II�,• INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.ddO[TO TEMPORARY SKIMMER SEDIMENT BASIN MI DURING
A' _ •
a ;��"vN / \- \/ � J [ I CONSTRUCTION.
�p \ V d� \ 18P •� /$.,rRw' IX ./ \ // / / \ \ A\\• �`K _ �IP'� y/\ / I I I SELF INSPECTION INTIAL: DATE: 1
/ �� \ \ /pRMY!£ �. 1 /� \ S J \\ \\ �(N',�y\q�\ I A_r N_-/ /I S� 12.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO DI.,INSTALL TEMP.SKIMMER O\4114610.
� WMEN s \\ / \\ �Q � ,\ /� -- I JI \ 7 gyp" y ,may \✓\- / II rI II,10 SEDIMENT BASIN 62 WITH BAFFLES AND 25'SKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE HCARO/
/ // \ iI MEMBRANE(10 MIL POLY)TRENCH AND KEY IN LINER(MIN 1 DEPTH)EMERGENCY SPILLWAY EL 0130(15 WEIR)INSTALL A w'e•. ,(y,
O 2(Y SMMCR \ • � \ di 8\ / / / / /�j�// \ \/ 1 C � 9�6 p0 e --` i \� \I AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.440]TO TEMPORARY SKIMMER SEDIMENT BASIN M2 DURING r* E /0 • ��.
1.9' qA \\`�`�� -+� // p0 vN',40 \ lI Z C .y
PB:451.49 \/i, _ �*' &o-��'- / /. ] j ii�.j �\1 \/ \ 19tsurA \ \"_ �� I \I\I CONSTRUCTION. Q� Y
7HE M05FS IL GOIE 1�'d.�Lr ____ "..��� ' /i�'%i�i// \�� \/ .• � �\ - s\I 6611-
.•./ f / \ Ta1P,IHIv Excnvena \n
[LW 51D.9A] ( / SELF INSPECTION INTIAL: DATE: 1 NBMRIAL NQBPIdL ] 1\. �' _ _ // ,,-,,./ - (I//i j/ \ �\ xs MU.404690 aaN // _--- ---r/ I B. /.-2M 07 c
r \ �Y '` -. \ 1�/ \ �� \ T. 13.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO CBMI],REMOVE THE EXISTING ft. ff FLAN TRACKING NUMBER 2023-4358 \ 1 ' - ' C` / I III ( \ \ _ ",ct y� __ ---- i \ ASPHALT,CURB,AND UTILITIES IN THE AREA OF TEMPORARY SKIMMER SEDIMENT BASIN 63.INSTALL TEMP.SKIMMER
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PIN 10,,39012 . '. '�4��11�lu' '• �aC�\�+ / / III]\i\\\\\ \�\\��N -� „rry�' � / SEDIMENT BASIN 63 WITH BAFFLES AND 2.OrSKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE �9
f3Pi6TOrEc R" `. / F.u.„,, }_/7 r ,, ,/ 1� ' asa II II s\ \ /----,,,*QNo'I - Vl MEMBRANE(10 MILPOLY),TRENCH AND KEY-IN LINER(MIN.1'DEPTH).EMERGENCY SPILLWAY EL.018.0(15'WEIR).EXTEND � ``,
EROSION CONTROL SYMBOLS LEGEND ,1 kA1w Nv eJ �' \ \- a'ee'�i.'/ \ \ ,- r///Hp•....in19"1•A
PELAE A tl ( / \ "• A \ .F�` pg,gym / \ /�\ v GEOTEXTILE LINER FW404)FROM THE EMERGENCY SPILLWAY/SKIMMER OUTLET TO DIVAS OUTLET PROTECTION. [1/
I I �I l -iI l /�� \� @ _ p- Y LI INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.440]TO TEMPORARY SKIMMER SEDIMENT BASIN 63 DURING
mxmaaa PROPOSED STORM DRAINAGE f I- / n / ` G •'LO F y; 8 \ `, / _i J I CONSTRUCTION. 6/4/2024
1b0. a \4
Aos no vTev.Brad \ ,d,"\,` \ ",, 0 Ss _. � )r J \ !f I x
ffi TEMP.SEDIMENT CONTROL LOG[COG STD.4501 \ a, s}H - J ,�_
NbTL110N'' \ \ `�_ Y; (+ H \...�ppp/y/// -/ SELF INSPECTION(INTIAL: DATE: 1
= = TEMP.CONCRETE BARRACADE •{'2 I I•� \ \ / /`�' z / [3Za 1D.4N \��\ `_'/'r // ® - _ _
�I / J / /. _/ / ; / \\`�\\\ Pp�.PI/ra 14.CONTINUE REMOVING AND HAULING OFF ALL DEMOLITION DEBRIS AS SHOWN ON THE DEMOLOTION PLAN AS THE SITE IS
TEMP.SILT FENCE[COG STD.430] '� •i / / / / / \ A\_ A\ \ !r / / � _ BEING GRADED. ,1,
nhRtew LUMEN b ° I I / \ \ t orE r L4--I
TEMP.SILT FENCE W/STONE OUTLET[COG STD.430] @� rJ \ \\-A \N.4 441 / / 5T R 15.CONTINUE INSTALLING STORM DRAINAGE AS SOON AS THE GRADING OPERATIONS DICTATE.INSTALL TEMPORARY STONE/ �/�
TEP.STOIH WIRE 941 I�1 ' / I' 189.. /ApS Lg / F _-YI-\�\\\\.- \ , 'B \\/ t, 1 PARCEL:93 1 J �\ I WIRE INLET PROTECTION[COG STD.431]AS THE STORM INLETS ARE INSTALLED.INSTALL PARTIALLY INSTALLED STORM Vl
- TEMP.TREE PROTECTION FENCE[COG STD.448] MIEf PROIELIYAI ``9' / 'RR/ 5 8'N- I \\__-` 14y,}\ 1F y �'
TEMP.STORM INLET PROTECTION[COG STD.d31] �'00 ,t/\t•q / / / T / BIB- \\\\\\_ .,; .e,A ( \ I r- SEWER PROTECTION[COG STD.443]AS NEEDED AS THE STORM DRAINAGE IS BEING INSTALLED. Q
BAFFLES O [100.LO55Tp?qJ0] I Ip��- \ / / } - \\\\� 'r\ 0135
'; "�y/ \ .N' \-) 30 PIN P525 \. / 16.INSTALLRETAINING WALLS AS SOON AS GRADING OPERATIONS DICTATE.REFER TO RETAINING WALL PLANS BY MODULUS, T
I \ / _ \ \ ( / 1� '\ ZONING:069� Z PLLC FOR DETAILS 1
TEMP EARTH BERM[COG STD.440] h L /m L (_ - IVY ! E OFF I 1).CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE FUNCTIONING AND MAINTAINED DURING
PS61,P6 NM ,� m A •„ \. \ I \ I>; OFFICE Q-
!W-(W((W((W((W(WW lxewssx.eaE Nil \ \�- _ - IAps.�B ,\\' ,. \ \ \\ 1 \ ue,E ! \
.�����i. DISTURBED LIMITS bUIC.L IL COL W i I `� �J� ' 1p AGS r34 \ \\\\ \ sa ✓� \ \P� 1BIp,IMIV CN00V61I34 1 / �\ I CONSTRUCTION.CONTRACTOR MAY BE REQUIRED TO INSTALLADDITIONAL EROSION CONTROL MEASURES AS DEEMED .^
3 (1 ] A \ \• � .3� ryM 1 NECESSARY BV THE EROSION CONTROL INSPECTOR. 0
�R{� PROPOSED SANITARY SEWER 7 1 T i I Aos_, A\ \� \ _/
iiii PROPOSED EXCELSIOR MATTING PARCEL:19430 hy.g � 1�I . I\ J //BulldlinMB ADS /'gyp \ ice'/\\ \\\\ \\\ \\A\ / \'\ \\3t�`, \ ` I� \ 5 DISCHARGES ONCEDSNRBANCE HASBEGUN ONITOHE SREIANDIUNTING LICOMPLETOIONOFCONSLS DTRUCTION OR DEVE FOR LOPMENT
CONCRETE WASHOUT PG 49 V' I' F/ INIS,
]� \ �/ / ---- \ \\ \\\A\\\ V - i \+ \ /' \\` \I--- - `` �I \ I AND THE ESTABLISHMENT OFA PERMANENT GROUND COVER.
ILI
■ INSTITUTIONAL W_,QII � ] \ \ TFE ats.ss � ALL 5nJW91NE15OTPJ \ \\'\\\\ s/ -' � J �'� I 19.DURING CONSTRUCTION AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OFzUSE Q)� 1 \s / [CO6AD�] F,.„,teas \\\ \\J `/'•\ Oq0 \ �IA - _ \ \-\ I1 PERMANENT GROUND COVER,THE PERMITTEE SHALL PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO OPERATE _t g
2aY /,(l -1 v \ � I \\\\\\\\ ��\ � Tp� THE STORMWATER CONTROL MEASURES AND ALL EROSION AND SEDIMENTATION CONTROL MEASURES AT OPTIMUM T -I Q QQ/ (/`% / / !\ \�,I /�� §:I \,, / \\ l ` ~T/ )- \ 1 EFFICIENCY.
LINE LEGEND: I Q
/ 'f / v 3�" =� / � 1 //' \\,, s\�' � �- \.�`\ � A\ \ \ 20.GROUNDCOVER WILL BE REQUIRED ON ALL DENUDED AREAS OTHER THAN PERIMETER BERMS,SWALES,DITCHES AND l U J
BOUNDARY/PROPERTY LINE TEHR STOIE/NRE I / ADS.H ] \ \�\\- \ SLOPES STEEPER THAN 3H:IV WITHIN FOURTEEN(14]DAYS)OR COMPLETION OF ANY PHASE OF GRADING.RECORD DATEIS)
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-dW- OVERHEAD UTILITIES /�E/ n5".��\\\I' C'' \ i 4�ffi LB\P wtl 1BIP.MIV EXCAVATION\I \ 21.PROVIDE GROUND COVER ON ALL PERIMETER BERMS,SWALES,DITCHES AND SLOPES STEEPER THAN 3H:IV WITHIN SEVEN O !'-1y' =
_ �j'� \ I R 1 . \ -\ PWNB W41[Qb1RILTON \ 1 (])DAYS.ANY SLOPE INDICATED STEEPER THAN 3H:IVSHALL BE COVERED WITH EXCELSIOR MATTING TO PREVENT EROSION 11/ NI-
-• UNDERGROUND COMMUNICATIONS /- '; ' \ I �§I1\I\1 1I tI',1 �TAMNB W4.N\ \ \ / AFTERSEEDING. IL !!I.EEE^ Q/
-U!- UNDERGROUND POWER /a / J1. )AS .�� �" _ A> \ �, / \ 1RNIQNtfAlIYAtNlr V / O
`� SANITARY SEWER LINE 1�'91T MICE Y£ �� I n \ I I '\ \ eT�IVAuer FNbneIT\ T SELF INSPECTION IINTIAL DATE 1 Z
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� AI s I I , FHR 9LLEEYRD R ▪9492.ALLEROSIONCONTROLDEVICESARETOREMAININPLACEUMILTHESITEISPROPERLVSTABILIZEDWITHSUFFICIENT $ Z
CURB AND GUTTER [COi S1D.M01 / / '/r / - >� , I// _ (/III\\ I A- II I I 0/�QF�[IQ71NL \ Ip ,B.Vi93a394{� j. d I I / 52GROUNDCOVER.GROUNDCOVERMUST BE MAINTAINED TOADEGREE THAT PREVENTS SOIL EROSION ANDSEDIMENTATIONQ1I� (�\j
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/ �j \ I I I \ A \ \ PEES 23.CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES REMOVAL OF EROSION CONTROL -I ILI
GENERAL NOTES: / Dry /// I ,� \:A - ///J l / I Dr ''I I CAL OFF CE I \ DEVICES SHALL OCCUR ONLY UPON RECEIPT OF APPROVAL FROM THE EROSION CONTROL INSPECTOR.ANY MODIFICATIONS j it •S` / / ( \ I 3 1 TO THE APPROVED PLANS MUST BE PRE-APPROVED AND DOCUMENTED ON THE SELF-INSPECTION FORMS
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{!• L, ,,•�. •q , llll\\ \ '/ • (I 1 II \ -.]I III I� 1 \ 1 24.ONCE AN INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITE'S COVER IS APPROVED,THE SEDIMENT THAT HAS XD
1.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. 1 / &" •• `l' I I I \ 1 Q Z
\,� . • -• - \ BEEN COLLECTED FROM THE EROSION CONTROL DEVICES MAY BE REMOVED AND GRADE THE AREA(S)WHERE THE O W
2.SITE IS SUBJECT TO ALL EASEMENTS,RAN AND AGREEMENTS OF RECORD PRIOR TO THE DATE OF THE SURVEY. ^� / ' / • -�. `_� • / . �-\ - I \ 1 \ - MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND STABILIZE.DRAINAGE STRUCTURES AND PIPE MAY BE REQUIRED TO O ]]J 111
lT / / //� � '� /2S' ' TB4.SKIM Bt 'fir - t• � nf• �\ l / I '0 I \ / BE VACUUMED TO REMOVE ANY ACCUMULATED SEDIMENT l'U
b . _ f y«3' ..re pla \ RA5N.1 \m✓/\ \ 11 iiimilwr -- // i,ra L1 I \ \ _ / _
3.THIS MAP IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY FULL AND ACCURATE TITLE SEARCH. / /�/O�// "�' / �i' \ DRNNAEE ARE.MIII 9Ac. ( `-Jl +. Y / \ 25.REMOVE ACCUMULATED SEDIMENT IN THE DRAINAGE STRUCTURES AND PIPE. IV
// �'(•/" ,3g1/ / 1 \ \ ���� A> �\ \ \ ` i \� a ` / i \ \` -� 26.THE PERMITTEE SHALL ENSURE THAT THE GENERAL CONTRACTOR/GRADING CONTRACTOR PREVENT SEDIMENTATION Z
4.ALL BUILDINGS,AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT �V / ,f77 / Y/ I y' I /.. 1\_I.' \\ / _ _ \ g \ /', \ 111111! /WFf F .' il` I _/1 SHALL HAVEON SITE THE MEANSTONREMOVEIANV SEDIMENT TRACKIEDONTO THESTREETN FRCONDI�TIONS RIEQUIRETRACTOR Q
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NECESSARILYSHOWN HEREON Op0 /( .fiLT T9lLE I .�II� / / 1� \ "1J -- \ \4 T' \(3.51a,M0 1� E 1• \ \ \ O
•\,...6,AL VOLE 'el /(/ t -��� I \ O. `m \ L I/\ � j Dy 01 h� I11_ ( \/� i EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING THE STREET.
S.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED ASAPART OF THIS Q b p�""" fe '��:_ o E< -\ \ \ �/ \ \ ( k Vr 2).SCHEDULE FINAL INSPECTION TO CLOSE THE GRADING PERMIT.
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SURVEY.NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS EN `/ \ d (- -_ I "•„ - //lam �rl \ \\ \" \\ �T'1 At.' ///� y \ \ -1c\\ 20.FILE NOTICE OF TERMINATION WITH THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY TO CLOSE THE NPDES NCG01
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. 'cps`` \\\r� rA\� �� _- 6 `� F/// \, \ I Bro.�//' \ I/ _�� \ \ '�`Y;�� I\\ \`, \\\ \\ ' ��\ice \/ PERMIT. O
O.NO ATTEMPT HAS BEEN MADE AS PART OF THE BOUNDARY SURVEY TO OBTAIN OR SHOW DATA CONCERNING I\ \ I - --_ 9 '(/IWfWW yu• . - Apr `J % \
z EX.ISTENCE,SIZE,DEPTH,CONDITION,CAPACITY,OR LOCATION OF ANY UTILITY OR MUNICIPAL PUBLIC SERVICE ` /� ���M:,IJ__ ---- i�-` ! a - ��� � � ----- 'k� _\ice' rT.r��LI� / F�+'a' I I\ I ` \\`/"/' \\. % CIBQ(CECILIL T-U\/RBPAELWDCOMPLEX,2T010 %SLOPES)
iH FACILITY.FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES,PLEASE CONTACT THE APPROPRIATE ` � W __\y� may' TO � -29•RCP- -- --_--- %-_AN-'� ,..A,...._Ir� S • .,5 r'itir � - u \ `�' /%(/ Ur(URBAN SOILS) IZ
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AGENCIES. -- _ 4_ aG�q �. J18F •Y ��� D '\ �\ /_ S
).SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, • 44 \ S1' � Td yRLV- • 4 I_ /�
'QQ'}} ENCUMBERANCES,RESTRICTIVE COVENANTS,OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS THAT AN I9>,� �\ \\_ - h- _ [LOGSlO.q) IT = ' \ . mT / Is _ © _ '/
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rcrc11 ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. // h \ ��\ Op[„,.._� Ti3CE[LC651D.4., W� - - ��i _ / [ Sro • '1�-40 /� / /-1 y/ / RETAINING WALL NOTES:
\ ` ---` � --�- \ __\_ \mI \ --1,-Mee lws STD.945]-W , OMl W' t \ __/
// y_\ _�j"OP � -� W--\--N �-W Wes- ==q=l=- / i 1.PROPOSED RETAINING WALLS ARE FOR ILLUSTRATION PURPOSES ONLY DEPICTING CHANGE IN GRADE REQUIREMENTS.
O.THE WORD"CERTIFNOR'CERTIFICATE"MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE ,} ( .\ ��-� t _� =e-_-_-_\ \�` _ \ \ -�\ WS STpP �\ T 517E ADDFJ.
lS FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EXPRESSED OR IMPLIED. 4 a/ "-:.�\ =- -_ __ qTy -�- \ \ \ ,' / CPT ENGINEERING AND SURVEYING,INC.IS NOT RESPONSIBLE FOR RETAINING WALL DESIGNS.REFER TO PLANS BY OTHERS 801 GREEN VALLEY�
IN - --=-_-7-=--
-v-_e -_ C� _ _ - \ ( r -�-_ / FOR RETAINING WALL DETAILS.
UTILITY INFORMATION: // ' `- ----- GREEN VALLEY ROAD 4_- - - R3=----- d 1 I L.-_ • /
(1 � `� -=s• 2.ALL RETAINING WALLS OR RETAINING WALL SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN SFEET AND
r= ..................... - PUBLI C RIGHT
� l THE LOCATIONS of UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND STRucrvREs.LOCATIONS of ��\ "� "' -�\ MNOR TfJ_O O �R�IES N - T £w ��i� % \ ALL RETAINING SYSTEMS WITH ACUMULITIVE VERTICAL RELIEF LESS THAN SFEET AND LOCATED CLOSER TOA BUILDING
UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON ADDITIONAL BURIED UTILITIES/ �� _ _ ----- .�� =u.,s '"" -- _ ---- 0- ,0- -_� THAN THE VERTICAL RELIEF,SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL,AND REQUIRE A SEPARATE -
SrRUCTURESMAYBEENCouNTERED NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED \ - % \\- "" -" - --- .- - - _ - Q _12_ \ BUILDING PERMIT AND SPECIAL INSPECTIONS SCALE'
UTILITIES/STRUCTURES. -___ \ -_r \ IR_�.
TON AND/OR EXISTENCE OF UTILITY SERVICE LINES TO THE PROPERTY SURVEYED ARE UNKNOWN AND ARE NOT N \\ II I- Z 11 II �17- -- - \ \ 3.ALL WALLS SHALL HAVE FALL PROTECTION BY A6'HIGH SAFETY FENCE. DATE:
SHOWN a 11 II f) II - -1 0� \_ , \ \ \ 6/4/2024
ND lCP MAKEBNGGD R NTEETHAT HEDNDERGRDDNDDTILI EB,HDWNDDMPRI,E L GRAPHIC SCALE PROJECT:
CPTEN nING„uRVEYING. 1101-21
BUCHDT SHOWN UTILITIES BHowN ARE IN THE EXACT LOCATION AS INDICATED CPT HA,PHY,GIALLY LOCATED ONLY THOSE UNDERGROUND BUILDING PAD CONSTRUCTION SEQUENCE: SELF-INSPECTION PROVISIONS FOR EROSION CONTROL: LATITUDE: 36.0929 LONGITUDE: -79.8179 60 D 30 60 120 24
UTILITIES WHICHRE VISIBLY APPARENT FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTEN E RIVER BASIN: CAPE FEAR DRAWN Si':
L' FLOOD NOTE: 1.BUILDING SEE SHEET C-2.1 EXISTING CONDITIONS/DEMOLITION PLAN FOR THE PERMITTEE SHALL MAKE PROVISIONS FOR MONITORING AND SELF INSPECTION STW
N 2.BUILDING B REMOVAL OF EXISTING UTILITIES,STORM DRAINAGE,CURB, REQUIREMENTS OF THE NPDES NCG0100000 PERMIT.SELF-INSPECTION REQUIREMENTS ARE TOTAL SITE AREA: 11.971 Ac.
THE SUBJECT PROPERTY IS IN AREAS DETERMINED TO BE OUTSIDE THE 0.2 %ANNUAL CHANCE FLOODPLAIN 3.BUILDINGA PAVEMENT,ETC. REQUIRED UNTIL THE SITE IS STABLE AND THE GRADING PERMIT IS CLOSED. TOTAL DISTURBED AREA: 12.48 Ac. ( IN FEET) Q
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- (ZONE X)AS SHOWN ON THE LATEST FLOOD INSURANCE RATE MAP,PANEL 7855,MAP NUMBER 3)10]85500J, 1 inch= 60 PC SHEET Gam/ I
EFFECTIVE DATE JUNE 10,2E07. . VVV

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3 �P « ,y`°�- •4+-4P /,,.p,, l '9 I ' F.,, "v 9�3% / ' ', 1 1 1 1 1 ADs m m I I I 1 I �I_ OWNER/DEVELOPER: ENGINEER: 8,01 VALLEY RD
n � � ' ,•• q �� / V� '� 4� �y i /�-•- ) III 11 _-
C �� 8 I co W SEBR 801,LLC CPT ENGINEERING&SURVEYING,INC. 6RiBORO,NG
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GREEN VALLEY ROAD 4400 ttNING STREET
/ .1 �I�v \f� �Y ® ••� Ill 1 �\ /2, 87$�r^\\\ 'gyp. " \ 8 /2'fA� IIIII\\,1\:1‘\ l\\ l W n 111 111 GRIEENSBORO NC 27408 CONTACT:STEVENTSWEBB,P.E. _^4$1
�� // 'P �' '�• , \ "ems '�• \ / I I I 01 \ CONTACT STEVE SHAVITZ PHONE [phone] EXT.9,0 �j�iALE; I��',�y'
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A

BORROW AND/OR WASTE AREAS: �/ w '� OWN�ERLDDEVELOPER: ` REVISIONS
IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY,THE ill
\\\ SEBR 804 GREEN VALLEY ROAD
RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE \ \ ` -
BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OFI9]1,OR ISALANDFILL REGULATED BY THE \ \ ,} \ - \ ,.._1 `
DIVISION OF WASTE MANAGEMENT.IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY \ \ (( ✓•� j '� / 1 \ \ GREENSBORO,NC 27408 _
ARE NOT CONDUCTED BY THE SAME PERSON,THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND \ \ \\\\ .,%�i'� / ��t :L\i \ \ CONTACT:STEVE SHAVITZ - 5 •` N
MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR \\ �y\ //'!, , \ \,�i . 2 - // 1 I-\ '0 •4 \ \ PHONE:I336)812-3314 F / \
THROUGH THE MINING ACT. q\ �\`�\ r _<i' /✓ p \\ \ EMAIL sieve(gCeeprNer.mm I
MAINTENANCE SCHEDULE: \ �✓ v �9i ��� \ \ \ ENGINEER:
1.)ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ,\ \� r © / / \\\ S \\ \ \\ CPT ENGINEERINGSSURVEYING,INC. \
EVERYSTORMEVENT,BUT IN NO CASE LESS THAN ONCE EVERY WEEK.ANV REPAIRSORCLEANING NECESSARY TO31 M00 ttNING STREET
MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. `�• O \5' Ca \ \\ HIGH POINT,NC 2)265
/-RO�[cl 4✓le7 wi y�4NPU p4' \ \ CONTACT:STEVENT WEBB P.E.
2.)ALL SEEDED AREAS SHALL BE REFERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING TO THE SEEDING �AF• -'t ' le vpv-fre-� �, \ \\ \ PHONE[phone] EXT.310
SCHEDULE. / 2.4 0 g/ w ¢� 0\° 5 N_ \G \ EMAIL nevew®cplen9 neenn&gym \ 'Nr
LB
JUERAS LB INNEEDEDJUANDMOWT0 LBINA1'HEIGHT.TOPDRESS WITH 40 LBIACRENITROGEN IN APR.,50 LB.INMAY,50 / // wjNp•�' � / rj
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9 \
, ���t "!'! . *\i\i/�,��/\ ,1 \ \ \\ \\\/ PROCEEDING WITH WORK ASSOCIATED WITH THESE DOCUMENTS.
:n� / Y ' ```` v1.1�� /'M� 1■� /\1\ \\ \ \ / y,�` 2FILE NOTICE OF INTENT AND OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCGOI PERMIT FROM THE NC
y �•" / l `< \ \ DEPARTMENT OF ENVIRONMENTAL QUALITY.
�0 \ I/'// y� 1 y W_ `� ) / c • \ \ 3.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH OWNER ALL CONTRACTORS FOR LAND DISTURBANCE AND/OR
\ ;c��0C0 40dP;• y .0 .+, Os •�- / \// l / 0° µ\• • p \ \l o \\- EROSION CONTROL AND EROSION CONTROL AUTHORITY PERSONNEL TO DISCUSS THE EROSION CONTROL PLAN
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• �p ,r.G �'_ O.FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN,DO NOT EXCEED PROPERTY BOUNDARIES WITHOUT
'� 9 �� y ;•�\ ° yam'\ // \ \\ .f1 WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.FLAG THE CLEARING LIMITS AND VERIFY WITH THE OWNER PRIOR TO
V I
I• CLEARING
,'• 4 K"� yP � �st jpp ' / b �� /a'C \ \ .p, \\ S.THE SITE CONSISTS OF AN EXISTING PAVED PARKING LOT WITH SI%(8)EXISTING DRIVEWAYS THE EXISTING DRVEWAYS z
� 0��J45 ".✓ \tte, If}+%A \ l- {l q � �/ \ \ \\\IIa-dry WILL EITHER BE CLOSED OR RECONSTRUCTED AT THE AREAS ALSO SHOWN AS THE TEMPO Y CONSTRUCTION ENTRANCES 1L�
O,q � s5'" �� '2 - �+ 1� / _ -1� \ \\\ \ •py, //^�� [COG STD.C36].THE EXISTING PAVED DRIVEWAYS SHALL REMAIN INPUCE UNTIL GRADING DICTATES THAT THE DRIVEWAY BE �/ �I
-tefi f � Fit �p - ', vl \ /' � �/ N, L�\\ y0• \ \ \ y��3L REMOVED AND/OR REGRADED AND RECONSTRUCTED WITH ATEMPORARV CONSTRUCTION ENTRANCE[COG STD.4%]UNTIL Z 111 IV
z f �%/� - / s, :ifA� \\ \ l" THE PERMANET DRIVEWAY IS PAVED \11 ry(O
\ l `® • _ '!\�'\ ,/ /'/ \y�,L I \ \\\ \\ SELF INSPECTION IINTIAL DATE 1 �-r Fr NI-
` Wf�� yv : � �r t•6r`-9 y1 * 6 , • \ •'/,'/\yX �F - ���•�\r `..; ,�,.y/' \ r \\I l \ 6.INSTALL TEMPORARY SILT FENCE[COG STD.490]AND TEMPORARY TREE PROTECTION FENCE[COG STD.08].INSTALL U y
, \ `� �- F \)fA TEMPORARY STONE OUTLETS IN LOW AREAS OF SILT FENCE. N
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v abA �-�,4. , \ !. o/ i� ' �1� � a#0 �,' / a , \ IL x
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"-' \ ®yr� I/ �/ \,® ''�I W ` [ �NN y3"•''A�'+ ),INSTALL TEMPORARY SEDIMENT CONTROL LOGS[COG STD.450]ATTHEEXISTING STORMINLETSON-SITE.TEMPORARY INj
.Y����+1�C/%„+ ��� O \ -` , \\ ,/ �' \��j ` �\ [ ® e'Avb \10 1 \ \\ l \ SEDIMENT CONTROL LOGS TO REMAIN IN PLACE UNTIL THE E%ISTING STORM INLETS ARE TO BE REMOVED. Q 12; j
y
/ • '1 I DO�dP\eG\'( l SELF INSPECTION IINTIAL: DATE: 1
fi
e�]� ,9\ le .nI / l ,..(..J'/ B.CLEAR AND REMOVE THE TREES AS INDICATED ON THE DEMOLITION PLAN ¢9•
yk / O yY. .\ r -. \ \ \ Y'^ �� // ,t` SELF INSPECTION Z 'WI I �'I Y•` 1\ \ \ / :'2 y-j / / / - _\ •S \ ON IINTIAL: DATE: 1 H(V
` (, P�t� \� --.•I y' 9.REFER TO THE EXISTING CONDITIONS/DEMOLITION PLAN FOR REMOVAL/RELOCATION OF EXISTING UTILITIES,REMOVAL OFZQ
ea��Tr"( eb - g ' EXISTING CONCRETE REMOVAL OF EXISTING CURB REMOVAL OF EXISTINGASPHA T REMOVA OF EXISTING STORM �/ _
(�jr',,P�'Y"�44�,Aq 0 ; • \ �- /_ 1w,9A -- � �'l \\ \ X \ \ UA \ DRAINAGE,ETC.REMOVEIHAULOFF ALLDEMOLITIONDEBRISASNEWPROPOSEDIMPROVEMENTSAREBEINersRiLLED. ZU dpT
\\ \5\. VI^'epl dw0�A°� & ,,„yO„Qk\V" \ 4 .00.P. _/ ' 1� y �, - \\ // �N \] \\ 10.INSTALL THE STORM DRAINAGE FROM THE EXISTING CURB INLET(EX.CIM3)AT LENDEW STREETTHRU THE SITE TO W! �T
\ \�\ Q q :r ", ���yyy�,, ���yy.•" ,-}',} f ."�L""\ / / \ \:�, \ CONNECT TO THE EXISTING CURB INLETS(EX.CI XI AND CI M2]AT MERRITT MEDICAL PLAZA(1511 WESTOVER TERRACE). Li
\ `� c Og �•b �GB 491.0
/ - /\/.W' i \ sy`1�\\� // II\�\\ INSTALL TEMPORARY INLET PROTECTION[COG STD.431]AS THE STORM INLETS ARE INSTALLED.INSTALL PARTIALLY - _
\ v� Q0w"I' v,n � e at1 �„ ® ®� �' vv �Wf:,. Av INSTALLED STORM SEWER PROTECTION[COG STD A43]AS NEEDED AS HE STORM DRAINAGE IS BEING INSTALLED.
s\\ ,.�'. » aQo �''.j Qe *041-
- ♦ \ may\ \'� I I\\\\\'•\ ©\\� N - /�, %•. � S�/ \, :� \\� // �\/ �\, \ I I [\ \\\ . \r SELF INSPECTION IINTIAL: DATE: 1111
\ ` �\i% •@I I - ! / \ \ " /• I\ \\ 11.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO CB M33,REMOVE THE EXISTING ��\ \\ ,"•%A. p 'I'*\ " ! B �r•nOA\L',,,,
/ �( yiii///� \ \\\� ASPHALT,CURB,AND UTILITIES IN THEAREA OF TEMPORARY SKIMMERSEDIMENT BASIN k1.INSTALL TEMP.SKIMMERlsy"5- •` / < Y•� i � " /.... .. 'c60", h\'\ j� \ ��\I]\ \\\ /� SEDIMENT BASINk1 WITH BAFFLES AND2.5"SKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE •
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\.0 rs %\ �- M�J .y �. % ( r�' `�t - / T#,`,_ �J' r /iJ ]t \\ MEMBRANE(10 MIL POLY)TRENCH AND KEY IN LINER(MIN.I DEPTH)EMERGENCY SPILLWAY EL 0160(24 WEIR)EXTEND �/
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\I \\y\N\ l GEOTEXTILE LINER(MIRAFI FN404)FROM THE EMERGENCY SPILLWAY/SKIMMER OUTLET TO CB 833 AS OUTLET PROTECTION.
\\ r�,•pf 4T -A ' %N' - N Jjyy �'\ ♦ / I )1 \`\ •S• INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.00]TO TEMPORARY SKIMMER SEDIMENT BASINMI DURING
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(� N' 1 �^ 12.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TODIM INSTALL TEMP.SKIMMER \ 41/ reNi e�� � ya� v �'e���' v� 9 x��w� /Ind, 1 B�:i@9,,.. GTCN ENIRAIYEtl . 01TH \ 0'es' '. '1\ y \ nUA \ / I 110 SEDIMENT BASIN k2 WITH BAFFLES AND 2.5"SKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE HCAItOti,[eaB 6ro.4]W \ . , ie"� %S`.%�°''1_�, d / \ / er�A ,,," ,.�_ 14 IP !i'\ • `/� /' \ '�: '.� / �w�pa p0'y \ / lI MEMsmtNT 10MILPOLY),TeEA HAND yie_,NLINER(MIN.1'DEPTH).EMERGENCVSPILLWAYEL.013.0II5'WEIR].INSTALLA ,(y,O \ \� \ \- is �',(/6� ` ,- y\• nIT\ \ ;�\/ \ C p9 E --` \ II ANDMAINTAINTE PoRARY EARTHBERMS[COGSTD.MO]TO TEMPORARYSKIMMERSEDIMENTBASINM2DURINGg'� EEO •/�\ , _ tt '.6- 0 5 t. * y �63:',.�"c \ - 11 M O\ I'� \ ��' pPOYd�\ \ 1VyW J \ICONSTRUCTION Q�"HEI""z"a \4`m] V11 \ A ll v�` sc a,, �' ♦A� �� w� `, '`�// r�ruNes nuie .•`k "y �n�A Ai 11 BEAL
l1E lUBNGOIE 1D9.BIL rat 1r.E\. ,,\ +,1IIG�{�,P ` \ I _\. /�� .� `, \ \\ - _-- I I l SELF INSPECTION IINTIAL DATE 1 4•j.�+v]\ \\` ' \'-V \ :' „ "$ \� i \ /= _ I- 13.ONCE THE STORM DRAINAGE EXTENSION THRU THE SITE HAS BEEN INSTALLED UP TO CB MI),REMOVE THE EXISTING +-A /
Bpl,9 LENDEW ST \ { ,I< /'`V _ \ ASPHALT CURB AND UTILITIES IN THE AREA OF TEMPORARY SKIMMER SEDIMENT BASIN K3.INSTALL TEMP.SKIMMER
WBf PROITLnON I\'\ , �__ \� �R qT, y ' ppO�Ay1 \ EO /� SEDIMENT BASIN M3 WITH BAFFLES AND 2.0"SKIMMER.EMERGENCY SPILLWAY SHALL BE LINED WITH AN IMPERMEABLE �9 .4,(�
IC00.0rr. 1 -- \` I 4s %� /g`�'.Y'L - V� MEMBRANE(10 MILPOLV),TRENCH AND KEY-IN LINER(MIN.1'DEPTH).EMERGENCVSPILLWAYEL.018.0(15'WEIR].EXTEND 1•1\\\•
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''\� 1 / • �AY `2 • �•, '3� �(\-' _\" .Fly` g�)3'ue% \ \� \ �� �L v GEOTEXTILE LINER(MIRAFI FW404)FROM THE EMERGENCY SPILLWAY/SKIMMER OUTLET TO DI N AS OUTLET PROTECTION. �AX2H 1
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PLAN TRACKING NUMBER 2023-4358 t>x3 \ 11! -`1 �� Q� ` /� \--�� \�/Jf^\LIJJJ��� INSTALL AND MAINTAIN TEMPORARY EARTH BERMS[COG STD.ddO]TO TEMPORARY SKIMMER SEDIMENT BASIN M3 DURING l/
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14.CONTINUE REMOVING AND HAULING OFF ALL DEMOLITION DEBRIS AS SHOWN ON THE DEMOLOTION PLAN AS THE SITE IS
\al �� 1 t}� \ q / d , "- , \ / ! Pp ED'P6a - - _ I BEING GRADED
PROPOSED STORM DRAINAGE -HhR1ER/LONBN \ ��• t31F` .�l 6 O' --�, \ �v �•�• -/ -\
4, siovER r 15.CONTINUE INSTALLING STORM DRAINAGE AS SOON AS THE GRADING OPERATIONS DICTATE INSTALL TEMPORARY STONE/
g TEMP.SEDIMENT CONTROL LOG[COG STD.d50] 5 �I \ w li ' I' ' pi \�`P Q. \ ill\ �1�• �/ -
II, --TTI� _ f• ,_ rz"ECEL 93 ]J [ WIRE INLET PROTECTION[COG STD.431]AS THE STORM INLETS ARE INSTALLED.INSTALL PARTIALLY INSTALLED STORM
TEMP.CONCRETE BARRACADE [LCG 5ro.4&1 ,�u33C �l�I■5' - _ U i . 01 \ ] r SEWER PROTECTION[COG STD.443]AS NEEDED AS THE STORM DRAINAGE IS BEING INSTALLED.
1BP.5LTF8E �,^" 1 Ic 1 ` ^ _� I� I 6g`E%RIA\ Y" �°.d `\_� \ I 30 2� 16.INSTALL RETAINING WALLS AS SOON AS GRADING OPERATIONS DICTATE REFER TO RETAINING WALL PLANS BY MODULUS,
TEMP.SILT FENCE[COG STD.430] O [LdG STD.43O1 Ii . "� 0 > - \ I-'\ G 5� \ I/
i11 E-�8- p••� ZONIN6 o F PLLC FOR DETAILS ,1,
�--�- TEMP.SILT FENCE WI STONE OUTLET[COG STD.430] ���� I Ir11 Il• �� A �p/.•��O A \ E OFF }gyp
(• I _ /r �'�'1 8 �_�.A S " � \ - - \I 17.CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE FUNCTIONING AND MAINTAINED DURING
TEMP.TREE PROTECTION FENCE[COG STD.MB] AEl174:MGOIE {(/> I' 11BBff'rr . :ft\ 1 \ 153GE [
nQ�NORS W i I 1/�M] .`I $ T�; 1: _F��tTIG1AT I CONSTRUCTION.CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL MEASURES AS DEEMED u
LI'
TEMP.STORM INLET PROTECTION[COG STD.431] fl47( rl/- 1 ' 'I�� mg �; _ T$ ��I C J Le'',I}�--Of.I >'B • �, ` y --_- I NECESSARY BV THE EROSION CONTROL INSPECTOR Q
BAFFLES I�Fw i1 �1 �S STD.fill 1 �+ . `! 8NRR4 \ NEHEPERMITTEESHALL COMPLY WITH INSPECTIONMONITORINGAND CONTROLS SPECIFIED FOR STORMWATER ^,
.�i4 414 mi• DISTURBED LIMITS yS / `A I] �� �� Building 404, ,I sng Once/ 'A..4.0trAilye•T'}\ , \ l\ -' J \ 5 DISCHARGES ONCE DISTURBANCE HAS BEGUN ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT IL
3C1 � VI ' 6Un HegM.49-75' bSpace f AND THE ESTABLISHMENTOFAPERMANENTGROUNDCOVER. Iv-Y- PROPOSED SANITARY SEWER ZONI.PIWmQ �l •• HeigPt:51'-2" \- ---- ^`` I �' I19.DURINGCONSTRUCTION AND UNTIL COMPLETION OF CONSTRUCTION ORDEVELOPMEM ANDTHE ESTABLISHMENT OF Zil PROPOSED EXCELSIOR MATTING LOuJ IIk• III •Itl `J J \Q] 99- • ` �__ ---•\ - I' PERMANENT GROUND COVER THE PERMITTEE SHALL PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO OPERATE
Z 0_d / 00'• • 1 ,'I ' 1'r ��� \ I THE STORMWATER CONTROL MEASURES AND ALL EROSION AND SEDIMENTATION CONTROL MEASURES AT OPTIMUM Q
� I` � ZLINND: //'"k�i�'+[/'I I �. ■� *� \ /t I v \ EFFICIENCY. Q
I ♦ \ O.GROUNDCOVER WILL BE REQUIRED ONA LDENUDED AREAS OTXER TWAN PERIMETER BERMS,SWA ES,DITCHES AND J
BOUNDARY/PROPERTY LINE n3T 5TOtFl WRE Ip J, 1 y \ ��; �� �� `r. \ �" - �'-\ \ \ SLOPES STEEPER THAN 3H:IV WITHIN FOURTEEN(14]DAYS)OR COMPLETION OF ANY PHASE OF GRADING.RECORD DATEIS) ,1 / •_y O
SETBACK /' 4.-,....
^ �n`I �L I �E w `1 _ 1 \ OF PROVIDING GROUNDCOVER. IYU�3ID all . I.' �� �J tJ'rt - :� f7� .\ _ \ l \\ \b GAS LINE ��� [806SO.4,381 ON B11RN1LEM / Ci - ��► -� _� \ - ` \ \� \ \ \ \ \ ]L
�iwYt
[LLG 9TD.436] \ 1�P Si I _ SELF INSPECTION INTIAL: DATE:E: 1 ,1, V
---W WATERLINE ® / _ j IIETfimITLTION n3P.TG1E/ ! 1tl i.--.-____ __ �� - \ \ - \ ( 4'4"1
-rJHVI- OVERHEAD UTILITIES / / `` ILC5 Sro.4317 � NF PROT GnOH��Ii , I : .STpfjyRE �!' `YI�-: 111"' \ \\ \ 21.PROVIDEGROUND COVERON ALL PERIMETER BERMS,SWALES,DITCHES AND SLOPES STEEPERTHAN 3H:IV WITHIN SEVEN
/ / • • [LLK 9ro.EM] [LW tlg8g J'■ I 1 ,,--1- 'I �. T `-. \ \ \ ())DAO:VANY SLOPE INDICATED STEEPERTHAN 3H:IVSHALLBECOVERED WITHEXCELSIORMATTINGTO PREVENT EROSION �Iy]1
-•-•-•- UNDERGROUND COMMUNICATIONS /- '• 091
^= IY 6510�1 -I[C. 083 I iTAMNB NBLL N\ \\ \ / AFTER SEEDING. Q ..�^1
-Ll- UNDERGROUND POWER /66� / n3i.STOP/ �� 11 \ _ _ _ _ �� \ 1- II I \ / \ l H/GYYM1.14 ( V 2 O
x SANITARY SEWER LINE [e-mail] FBCB /Y£ � IWfTPROIC nON �nl9'GT'-W$�W - \ dT®1VNiM MRSBER T SELF INSPECTION INTIAL: DATE: 1 Z
�RP'6. _ PARCEL:831,4 22.ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL THE SITE IS PROPERLY STABILIZED WITH SUFFICIENT
CURB AND GUTTER [L05 STD.430] 7 / / / ���. V ILM 5ro.431] - i'R FTNT[OTox✓ BCPI pq,7�gl0N 1:+ I /114{1���• \ Ili
Know what's below. 'f'y_ ' UM3ro.48 6ro.437 1 I I \ R 946 GROUND COVER.GROUND COVER MUST BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION $
Call before you d19. ?/ /\ /� ' �/ B \. 'I L ' � �� II oPIN B694 Ge o GM ATC ALL TIMES. ,1,
/ �` '� / _ ,'III ,� f�1 , \ \ ZONINS 0 M \ \ 1 WL 3EE5 23.CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES.REMOVAL OF EROSION CONTROL •,• K
ill I
�1 0• 0 - DEVICES SHALL OCCUR ONLY UPON RECEIPT OF APPROVAL FROM THE EROSION CONTROL INSPECTOR.ANY MODIFICATIONS 2
GENERAL NOTES: /7/ r„c� �// �' ,x�, G sb & 1 ' \JL , I i c�A3�F0E I \ \ TO THE APPROVED PLANS MUST BE PRE-APPROVED AND DOCUMENTED ON THE SELF-INSPECTION FORMS. O
Ifi 1.ALL DISTANCESAREHORIZONTAL GROUNDDISTANCESUNLESS OTHERWISE NOTED. J''� /v I[Gu 51D.g311 • `,� y�w�m le�•'�/_3_' T@IP 57GE/YRE-R,`�•• �•i -. \ \ \ 24.ONCE AN INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITES COVER IS APPROVED THE SEDIMENT THAT HAS r N
R y / -- AIETF�I�nOX I �\ I MEL\ BEEN COLLECTED FROM THE EROSION CONTROL DEVICES MAY BE REMOVED AND GRADE THE AREA(S)WHERE THE <
`-4f+ // % /J•f,/� 111L
(\" (� Sro' , RYETPROi1YM I \ \\l - MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND STABILIZE.DRAINAGE STRUCTURES AND PIPE MAV BE REQUIRED TOO O W LLIa2.SITE IS SUBJECT TO ALL EASEMENTS,RAN AND AGREEMENTS OF RECORD PRIOR TO THE DATE OF THE SURVEY. .4/ / /e// / �� 1 - G5 �' -�, ,' �\ .-STp q31] I \ \ // BE VACUUMED TO REMOVE ANYACCUMULATED SEDIMENT. •\ _E 6V / �I 1� �� O.NIRE
MET PROT0101 I -- -- - �r I \ \ \ '_ 25.REMOVE ANY ACCUMULATED SEDIMENT IN THE DRAINAGE STRUCTURES AND PIPE. V31 3.THIS MAP IS SUBJECT TO ANY FACTS THAT MAV BE DISCLOSED BVAFULL AND ACCURATE TITLE SEARCH. / Xf0 i� 1 fI• [Cp55Tp"qyl] \ �_; - ��� �G ; / i Z
/ ( I \ \ 26.THE PERMITTEE SHALL ENSURE THAT GENERAL CONTRACTORI GRADING CONTRACTOR PREVENT SEDIMENTATION
'I ! PROIf TKN / c i- C I FROM LEAVING THE SITE BY THE CONSTRUCTION TRAFFIC.IN ADDITION,THE GENERAL CONTRACTOR/GRADING CONTRACTOR
4.ALL BUILDINGS AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO THE SITE ARE NOT �� / ,• (1 5ro.L3 - / IL TEiP.TUE/WIPE % \ �_il SHALL HAVEON SITE THE MEANSTO REMOVEANV SEDIMENT TRACKEDONTO THESTREET.IFCONDITIONS REQUIRE, O Q0
NECESSARILY SHOWN HEREON. Gco// /' �•1,$> ,T .'rQ0HIRE. Ajju t _I PFOTFGnOH / % I'" 11 \ \ \\/�_ 1 EQUIPMENT MUST BE ONSITE TO WASH TIRES OFVEHICLES PRIOR TO ENTERING THE STREET .E�
`\Lv1 soNAL POLE �� v 1 116ET FF01FL11oN __ I ( 2).SCHEDULE FINAL INSPECTION TO CLOSE THE GRADING PERMIT. V'
Q S.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDEREDASAPARTOFTHIS •�� • k..-2. \�\'-\ I\ [LOG STD.qWl m L __\ i 0 0 pr /� �/' '11 \ i
M1' !\\U _ \ \ 2:FILE NOTICE OF TERMINATION WITHTHE NC DEPARTMENT OF ENVIRONMENTAL QUALITY TO CLOSE THE NPDES NCG01
SURVEY.NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS a ,4 - / Q
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. \ \ \ A _ , I iBT14(01/nN _/ / F: It1 1 \ \ ��\\ - / PERMIT. 11'/
♦\ _ ,�. ��'� �~.� _ /« ] E i� ` __ I I `� � �\ ��% \\ \ \ SOIL TYPES: 11LI
'� ,k1J..: _ :•,.max....' c,,,,,0 3u ��T��1 `� I L� \ \ ,
6.NO ATTEMPT HAS BEEN MADE AS PART OF THE BOUNDARY SURVEY TO OBTAIN OR SHOW DATA CONCERNING • ! -
z EX.ISTENCE,SIZE,DEPTH,CONDITION,CAPACITY,OR LOCATION OF ANY UTILITY OR MUNICIPAL/PUBLIC SERVICE \ • �•_` -�r.Z �� \1 \ % CB(CECIL-URBAN DCOMPLEX,2T010 %SLOPES)
1N FACILITY.FOR INFORMATION REGARDING THESE UTILITIES OR FACILITIES,PLEASE CONTACT THE APPROPRIATE ` M ,p. 4\ ��1I -_-PO`c\ `• _- - _�� , --- ' . i� - I` \ \ arc /i1' Ur TURBAN SOILS)
.aE AGENCIES. \\lam W_ -_ �+-�_/E ��_' - jffi. -41-p 0I•:,y T'm\ / -Z ���< "/ e• ZOS
•
).SURVEYORHAS MADENOINVESTIGATION OR INDEPENDENT SEARCHFOR EASEMENTS OF RECORD, \� ��I - T@p'SILT �%'D� / -�N• , ,SILT--'1• %� '"�1P- --\! �"��ATd -i` • 4 II �� /�
ENCUMBERANCES,RESTRICTIVE COVENANTS,OWNERSHIPTITLE EVIDENCE,OR ANY OTHERFACTS THAT AN \!J - T_ [ .',4e4,4I10]AID ' '' F• V - _- •
-VERZONSG 1B1P.1T�P.pplryn0l✓-.pp\ -�- ='_,, II -7_ 5%a5,,8 .. 1/� _O x>7.e�r.; � - 7 /
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ../'''
\ �Nol]EpoLE /see V46 SM.MA 2 W - - • Nonl / -•!AS
j77/ �''' Q -�_ _ �-__ \ \ ---'4 -lam rartLwGs%Me] `E +�--MaER /[woe]?.aD] / /_W y / RETAINING WALL NOTES:
' D,� --- J�'pp i 1.PROPOSED RETAINING WALLS ARE FOR ILLUSTRATION PURPOSES ONLY DEPICTING CHANGE IN GRADE REQUIREMENTS.
5: 8.THE WORD"CERTIFY'OR'CERTIFICATE"MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE // /,7� // u<".:\�\\ �����- �- \-=-1e L=_�_ --\ \ \ \ , W \--��-�-Wg�� �- --R / \'--/ ��
lS FACTS OF THE SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EXPRESSED OR IMPLIED. Ti--iT:_� � _ ," CPT ENGINEERING AND SURVEYING,INC.IS NOT RESPONSIBLE FOR RETAINING WALL DESIGNS.REFER TO PLANS BY OTHERSCOI GREER
N --_-=_=_v_e �- � =- r�- - / FOR RETAINING WALL DETAILS.UTILITY INFORMATION: -- - -�--- - • / v / / ALLEY---- GREEN VALLEY ROAD i
(1 -=s / 2.ALL RETAINING WALLS OR RETAINING WALL SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN SFEET AND
r= - PUBLIC
C RIGHT -
t THE LOCATIONS of UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND STRucrvREs.LOCATIONS of -- RIGHT-OF-WAY VARIES - / \ ` ALL RETAINING-- -. .� MNOR T}J_O O G R _ £,0 / % THAN THE VERTICAL
ICALSYSTEMSWITHACUMULESIGNEDRTICALRISTERE DESIGN
SROFESS AND NAL,LOCATED REQUIRE
BUILDING
STRUCTRESMAUNDERGROUND i BE ENCOUNTERED.
S MAY NO EXCARY FROM ATIONSLOchi ONE SHOWN HEREON.ADDITIONALBURIED SURVEY TO LOCATE
�� ---' - ----•-.� ss >"' ------ ��a _� THANTHEPERIITAND SPECIAL
INSPECTIONS
DESIGNED BYAREGISTERED DESIGNPROFESSIONAL,ANDREOUIREASEPARATE -
sRUSES/TRUCTUEENcouNTEREo no ExcAvhi ons wERE MADE DURING THE PROGRESS oF THIS suRVEV TO BOCAI[BURIED \ ,�� % \\- --" - •- --- _ - - - - _ _ ' _ 0 __ BUILDING PERMIT AND SPECIAL INSPECTIONS. SCALE:
CO unLTEs/STRUOTUREs -���__ \\ "'- _ _"�y � \ �G IR-W'
LOCATION AND/OR EXISTENCE OF UTILITY SBTSTCEL NB TO THE PROPERTY SURVEYED ARE UNKNOWN AND ARE NOT N \\ II �� 11 I ��� --- / l 1, I \ 3.ALL WALLS SHALL HAVE FALL PROTECTION BVA6'HIGH SAFETY FENCE. RAIL:
u II II f) II -1 0� -_ \_ , . \,, 6/4/2024
s�wN ND,DPOMAKE6NDGUARANTEETHAT THE L GRAPHIC SCALE
sU„r,nE"„"„E qq aSERNCEABANDONED.CPTFURTHERUNDERGROUNDDOESNOTWARRANTTHATTHE PROJECT: I f07 21
D• F"TILITIES SHOWN
H"� IN THE
PARENT FROM OBSERVED EVIDENCE OF ABOVE GROUND 3PPUKreNACEs UNDERGROUND SELF-INSPECTION PROVISIONS FOR EROSION CONTROL: LATITUDE: 36.0929 LONGITUDE: -79.8179
RIVER BASIN: CAPE FEAR 6 = II DRAWN BY: STW
A FLOOD NOTE: THE PERMITTEE SHALL MAKE PROVISIONS FOR MONITORING AND SELF INSPECTION TOTAL SITE AREA: 11.971 AC.
N REQUIREMENTS OF THE NPDES N000100000 PERMIT.SELF-INSPECTION REQUIREMENTS ARE
THE SUBJECT PROPERTYIS IN AREAS DETERMINED TO BE OUTSIDE THE0.2 %ANNUAL CHANCE FLOODPLAIN REQUIRED UNTIL THE SITE IS STABLE AND THE GRADING PERMIT IS CLOSED. TOTAL DISTURBED AREA: 12.48Ac. I IN FEET J
(ZONE AS EOUTEJNONTHELATESTFLOODINSURANCERATEMAP,PANEL7855,MAPNUMBER3710785500J, SHEET G-1
F EFFECTIVE DATE JUNE 10,2007. 1 inch= 60 PC.