SW5210702_Previously Approved Grading Plan_20210930

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_�- TRUCKWELL DRAIN ` 1:Q7G\VP'
.\ •*ZIP
Q Z. 1r CONNECTION TO Nr71 \\\ \ \ . ' �, NORTH
y , ,�� i / \ STORM SEWER \\ \ \ \ \ - GRADING SYMBOLS LEGEND
\' �/ r-T/C 305.21' +,. OF \
� ,� ��, \ r-r r ' \ \ \ \ \\ \ s EX. 1' CONTOUR
w `,� °' / 5.00' • /o / 302.1`Q' \ \ \ 3.9* v
NCGS MONUMENT GAY" _ 305. + / ' \ \ \ \ EX. 5 CONTOUR
N.850,736.59 Y13 e ' .00 ♦ I \ / J
E•2 201 253 63 - ' , v
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I 30 .71 +5• 2 �� \ \ \ 294 PROP. 1' CONTOUR
11111111 -1'
EL=324.86' • i :71.1x. �� ° �'� ry304. ��,, - s3i�lToII'" - " \\ i\ rN 295- PROP. 5' CONTOUR
NAD 83 (1986) -. .• t / e �♦ v }4. 1. / . C/306.gp (2 2 C.
\ \ \ \ 305.50)8( PROP. RETAINING WALL
\�\ \` \ 1 \ 1 304 88' / , !/1 » P / \\ \ 1�" P VC: 305 5' PROP. CURB dPROP. SPOT ot ELEVATION
SPOT
• � ` \ \ \\ 4,,.. \ I \ ° -, G/L: 305.25' ELEVATION
- s ' \\ \ \-i C 30 38 \
. ' Q, v
r !1kjr00 \\ \ .4 \ � 1 305.00 S FI 1.2 ` \ a•' PROP. STORM DRAIN PIPE
� __� ,.r I \ I I \ \ \ \. \,R
r i �� 1 �` \ DRAINAGE AREA BOUNDARY
`, � '��' �/ � � \14
�� \\� ‘ 1 ,
� --\
\\ \\\\ � � ® STORM DRAIN MANHOLE
�--• �� � �,, S � � \\ I N S� A p DROP INLET
\���i �- �' ♦ �► ,yti` I 1 \\ SCALE: 1"=30' (HORIZ.) © CURB INLET
� y. � ��� ' �.' 9 lit
��lit .A. #20 I I 1_,._...„\
'0,7t� y _ r ► ♦ -9. • ' 0.27 AC I - \\ \ 1FLARED END SECTION
magiagorr_
` ��' i i r ♦ --/ ,I 'S 1 �\\\� ® STORM DRAIN CLEAN OUT
D.A. 21/�_ �'`JEMEN� 6 // f� - --♦ / 32_ ` -- / �1h 2.98# C �l \\\\\\ f RIP RAP OUTLET PROTECTION
I 4., . . . . . \ I i i i_f ' TEMP. CONSTRUCTION FENCE
/ ���♦ � � CIi19�� � CI�20 \ // �\\ f
f if - - - �� �'1 TOP/GRATE313.75 TOP/GRATE=312.60' \ \\\ f f I EL BENCHMARK/NCGS MONUMENT
' 2+- A I OUT31O. INV. IN=309.60' .S:Y �� CI22
i.. _: '� 1 � �� � INV. OUT=309.50' � � /� / / \1\ TOP/GRATE=31 D.6D'3�' �i I . IN=305.86 1' ♦ / r ' �' ` \ I . OUT=305.76'44.,a,,,o, it.
♦ X00.00' R• irW: i' - ' ' �` / .A. # �\ II I I
Imo'' Bu �R �- - J �� r' 0.11 .••• ( -..../ / , ...........- i ,Iltrf I. \*4fr /
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IJIMP - - `� SDMH#23 L I11111
1 SITE GRADING NOTES
'S 1 -- - �� �� ` RIM=308.903'•
4
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// -_ �' I'� I -,, IIIIMIIIIIi �t:id... 7;D\
rl , � �'� � �� 1114N �� INV. IN 30 72' 1 \ 1 / /.
i ,
e / \ INV. OUT-303.62'� . L ` / ( 1 / 1. SETTLEMENT PLATES SHALL BE INSTALLED IN FILLS GREATER THAN 10 FEET IN
(//,
/' ' \ 11 �� !'. • di4 ` 1 \ ANY BUILDING PAD AREA AND MONRORED UNTIL SETTLEMENT STABILIZES AND IS
‘ /` �� 2� IJ J1."1 - \ \\ / 1• � y CERTIFIED BY THE GEOTECHNICAL ENGINEER.
- / J JAll"1 "Pk \ \ 1» - 310 \ ____ 1 2. SUBSURFACE DOWNSPOUT COLLECTION SYSTEM FOR LOUISBURG SHOPS IS
1 Li
lr- / • / 1} '' \ \ 15 RCP i / / ` -
\ / V I 3 _� J / / r `�� I \ \ ,. C r- 1 / I / / \ I SCHEMATIC ONLY. REFER TO LOUISBURG PLAZA ARCHITECTURAL PLANS FOR
` / I / \ TOP/dRhA�E=310.23' 1 /I / � • ` \ \ I, EXACT DOWNSPOUT NUMBER AND LOCATIONS.
\\ I / ^ 1 \\ \ \\ \ INV. IN=407.23' I /3 9 1 ` \
\ I \ / \ ` / ill
\ \ \`1\ \ \\ p..:'• -
INV. OUTr3o7.1 / I/ / \ \ 3. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING
\ ` I \ I \ 1. -- I / ! / r \ \ y \ \ .? .1 AC _ / /1 D # / I '�� \ STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES
V \."‘ #41
it
I I / 1 \ v1 A V - / I ,'f.10 C / r r �� #23 \/ 'I- _ ( \ \ I30A I114I .. SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE
\ 1 - - I I l i \ \ \ I -- 1.55 AC \ 1 i RIGHT-OF-WAY.
% j 11* �. r- T / ^ `I Al/I . \ \ \ dd
175.84,LF \ \ CI25 ! ) ( 4. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION
II"I
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t.
- 24 RCP
/ �I . I� \ / 1 ( \ \ ` \ TOP/GRATE=306.95 I AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
II / \ \ „ -' �" \ \ / / S \ ` \ \ \ INV. IN( 18)=296.94' I0 PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,
I 1 / /�\ 1 I j \ \ \ \ I '/ MW-
/ / + CD D.A. 24 I \ INV. IN( 23)=301.86' \ AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
I30, \ 1 \ \� \\ INV. IN(#24)-303.69 1 V INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
\ I •I� I \ \ \ - 0.23 AC \ \ ., _ iii)1
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
I I { � - ^- �`��\ I\ oil\. \ � - f /, 47,01,,,,v,v,A*
'� \ �. OUT 296.84 I1 1 ! , r \I \ \ r �' \ \ CI 24 I COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
\ 1 / / \ / J0, itilik
_ 01 1 \ EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
/ / \ \ \/ Ij \ \ / /
\ TOP/GRATE-306.95 I RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
`\ / I 1 / \ \` r /\\ \ ` / r \ INV. OUT=303.95 l UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN
! [�,a I \ I6 0 ON THE PLANS.
\ I D # /• ! 2.3 #I / 1 \ •A�#3 / / \\ I�" v�LLEY N, � \ I r 1.2-A�ACIF , 19w D s z �_ ♦ I \ \\ I1 j ^c5,92 AC 1 I I \ 1 / \ 'A ME`NT, TO ` sr MCP �J �� \ '%\ 15. NOTED.T OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE
\ I I ) { - / .A. #2 \ 1 H e�}SIN I 3� / 1��yti-, ' ♦ I \\� I 1 \\AI
\ \ I/ 1 I I I ,/ .21 AC \ o>x°i ( j /" 0 ,_All,"A "t•Ih 25�, 7 �'1iL' \ \\ 1 1 1 6. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
t 10I
\ 4' �1 +- IN UN EIS + 1 w . / '7� - „�, \\ \ VALLEY D�AIN UNDER f Aggi, � �.� \ I II 7. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL
PAC(EM L , E TO I I PAVE TIE T - .� , I 1 / 1 t 1
CAT pASINS itt / •.00 1 { I 1 \" Y ° / 11 I SILT AND DEBRIS.
\ SIP 1° II CATCMH BrA I / / » ..!� � I '1 1 (D+U B�� I 0 /GRATA` + l / r
�3 f / 30 R P sIV / + \\ } 1 ` ��J ' �,• •P/ ' TE='•0 . O I I 9ir:.°V1111_ \\ �. / // \ ` �r \� '1 1 8. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT
\ II I I • �'\ i • (�f / I h 1 l I, . OUT 3 .00 IIbV/0 1 } / \ III 1 1
f U I I r i / / \ i / / I40 )1, 9. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
il
��`_ o�� • :_ ; ;� » - ��.�� / ( l I ■�,, libirI I co y I C II`I{ 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING
- r+•o l/ 0 RCP�� I I I I \ \ CI 16 1 / / fOP/GRATE=�30'.�.00 1 l j f 1 CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
\ \ 11 11 1 AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT
\ ,� S / / / / / CI jI \ �P1ciE=.3A3.0'/ ►I :+j / / �IPf=29Z,36 \ » P n \ / r r tI\Ilk
1 . _ I .. . OUT 293 2 cr \ �[ 1 TO EXISTING CONDITIONS OR BETTER.
11\111111A
CI 5 -. / / 711lirlii TQ /� Tff.50 /� / / 1 o \ II s+\ (� // / / /� / N 81�i 1 - ��/� / 1 rn --- / 7 1 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE
-\ \ TOP/' TE= 3:65 / 4
/ ! // cl•f 3 LEA _/ , ,f '� / Q� (I� } � I I -p N- / //-/ - �{1 4�� \ yo- N. _29 4' / /1--`-TOP' GRA 3 5 i I �p2 8. 7 1 / I `� CONNECTIONATSTRUCTUREISWATERTIGHT.I "• -29 11yV.�11629 . 1 ( O / / i1V / I I o "� „� , '• Z { { �\ 1 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH MATH
I / INV �kl'r=29 \ I I M o 30 - / / I 1 /� f I .� J3 1 I / / ��\ * ' I� ti 1 AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES
D OUBLE 1 'P __ ! i -r / a / / 111 I'. PAVEMENT. »-- \\ Jf0 /GRATE�39�3.05' �' / / I ` {. 73 LF / I ► .I I� IN UNPAVED AREAS SHALL BE 1 -D ABOVE FINISH GRADE. LIDS SHALL BE
d' _/ / / / , r r I �` 34. - / / 1 10 11 vILI LABELED "STORM SEWER"-
` \ \ /IN� ID��6.39 / l I , I (► / / 1 \ I I I e \ _ / / / �, >� s cP / �-.S 11 y� 1\ ` INV�OUT 296. / I �i a I/ I �r 30 / / / / / / 1 I �- 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED
'� 60 / I / -� �� / ��J/ �� rr I FOUDIDN DRAIN / / /� / / / / I / / / ��` 1,44
W •
IN THE NC DIVISION OF WATER QUALITY GENERAL STORM WATER PERMIT AND THE NC
,� /, 1 INNECTI011, / / / / D • 28 D•A. 25 II I ` DIVISION OF WATER AUTY 401 WATER UAUTY CERTIFICATION AND AUTHORIZATION
\ + r 0 .45 1 30�$.75 5. 5 L 0t.70' :2 -12" CPP I t ARC •PGNS " �0 U I D.AI / 1 ¢�M I [ 11 I JI QU Q
:IN\
\� c,+ ` / '0 ��il_. 41:4,5
1 06 I� 0�8 / 3d6.00' 0 3 / / / � , I� ICERTIFICATE.
\ \ \ w 1 `' 3D 5' /� _ ' 'S 1 Q1S P� J / / / / / / 11 1 I \<s \ \ ��• j=�; �fy `� � /�J� 1 • (I�.00 32.76 APP CSC•) / // ii `I I \� / / II{111 11� 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY
, \ TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
C \ \ \ �" -�1 y�►�il�_�,�:�►�% � �;"+ - �� �� .��� e � � N � // � "r / �� /// �i����-�r�r���,� fi I I � 4\f,‘
I // � / /� '\ ` / _ r^ 'I FFE=306.00 30 DOr' �� �, ��r +� t / 1 J �I �` \\ �, _ _ I� a �.���k 1 - �I� 1ll / . / n 1 r, 306.* � '�-T�ti'� o / �" � 21 / I I ' ' , 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
\ N 3D5.90' 1�05.65'/ Q5 /; 306. . M �_�����������- �� 18 RCP( r 5 r 306 +� i / // II I f \,I ALL NATURAL AND PAVED AREAS.
\ \ r. _ r461141dridIMPI.I:itlritallililligillnallMiliMii‘r-
/
\ \ \\ \ 1 1I I IJ / - i �� / / I1 I 15. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY
/ \ \ \ \ \ -- f / / / -"r : :1 ` ~ \ 1� i ' / i �� 0 1• S;'�j�� / 5.67 / / / {I 1
I 15w / / II I OS ' JIMMY BARBOUR LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING
V \ \ \ I ��I� -� �/ �.,� .v DRAIN I .. 6.d0 ;�� �� t�ls:ur� II a\ \ \ r FQU + TI DRAI I 1 �r - - _� ��� _ / / � ` pi
l�y{\ TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL
rn ! \ \ \ � �`� �0I / / / �� CONN ONS RE . e ! - Ny��;�f .�Th.- .*4gogw.,' 1.i.,16Llnw' hvppw..----.":- ik514pp.7•r4iill40'f\ � � �1 ` il
AI\� HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND
3 fI \ + _ II 3 6.0+ \ I I �� .:. � �\ �1 SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.
I \ 386!0 3+6. Y / 9 ARCHS i1-, [--, I I 4 �a.,an / t �Il 'p / • �'. . �$�' - �v
�� .'+� II� II10 1
co f \ / I / / • I' 1 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4
0 1 \\ / I / rW MA 0 95 -0I \w Ili) #1 / / ' / �. �j� �' ► I �'/ 1 i� / / I 1 I{A \\
p J \ ( �/ J / / / 1 1 11 / 1.2�1 �• _ I ` / r 1 IINCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TOAU \ / l I / l l - - ;- • \ I / r. �0 , �/ ' �� � t / / / 11 ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS I
11
in I \ I I I f / / , • '• )81
I 1 e �: jj• i agei 2 �4 r; / / / / I / I ,\ii n I I I IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY
'� I / V,l\ \ / i J I l / _ ▪ .'� � �CI -;--- le / / / / l � 1Yrniti 3 r Al
� 1 / / / / , , /I 11 1 \ 1 10 / 11 STAND OF VEGETATION IS OBTAINED. `v��lO' .
01 I / , \ \ I I 1[0 ileTIfi�++ / A'7 0 I 1 / ' 111111
{ 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
/ / \ / I 1 f / / / / / // ! ! ITo /c TE3D2.so J � I I� 1 ' 11
w - A. e I ,�1 3' \ / / I i ++ I l ' CONSTRUCTED TO SAME. - W -
\ \ I I / / ► I I I I NV o `=29b,I0--- 111 / I I 1
v / \ / ( I I / / / .B0.00 ROADWAY BU ��
0_ / / / / \ \ \ TOP/GRATE3b4•-17 I t / / pg/t�/peg \ \ \ �j 11 / ` I I I + I / i / �- iiit\iiit\I t J I l r n 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERTBEFORE DIGGING, CALL
/ / / /�� � \ INv. IN-289. 5 , III / / iiiii �� \ 1 ` \� / r-- KA/1/
/ / ` 10I#28 A / / \ I FROM INVERT IN TO INVERT OUT. NORTH CAROLINA ONE CALL
II A1-800-632-4949
c / \ \ 1 1 IN . QuT=2 5; / 1 I dE1jv41 L O F 0 - • - / /
8 I R R ` ++ - RL NI GE T 1N R•• i P/iCr.. )m 45' RI
\ 19. SEE SHEET C-12 FOR BUILDING PAD PREP NOTE.
.� /J f l l \ - �. I I I C' 1 i scaTr � coe��Hrroc� \ t \THI / �� // "IlliC(111((
/ \ \ \ 11 '� �u�(�'2 }_ t � / �� � `I { � " I
a� / / �5.90 - war I I I r
0 �t FER TO ARCH CTURAL P ' \ / / I 1 ` \ \ 1 ,.. • • �� .- I I1�� l
o / J rl. \ - �4 O6A• L WS II'�'SET J I 1\1\ \ \ + 4 C N L�N^KENC� .► . ,�9. ` �� „..........•
�( 26 r r II 1 r
/ I F LOCATIO AN DIMENSIO OF ULE \ / I 1 uI 1 �g _ / 11$ ,\
/ \ - y i �.�. (11 ` 1 I \ \ 5�c TAR - / / III1 \ \ \ 1 aT ` I . )-296.69 1�r ��. T RATE395'_is 1 / I I ��0 / II 1 \ \-.F 0 I S Q PAC�IING, POONCHES, RAT S' D��TRUCK q�, q / I # �I . OUT=2 3:35 � i O c i J \ \ 1 1! 1 9� IA ` I D S, RECISE\BUI IN MENSIONS AND y \ Dlp► N RAIN _ RIP - F tt I / VI`ll \ 11 ` f• ` � '�•� 2 �II I Ill'\ ' , 4 08 11 08 Revised er arch. comments & new WM buildin .
/ / ��► 305.8�• I \ II 1 \ / l.�t t / _ f I 1 / / P 9I .. , / CE LOCATI NS. N E , R F. I 1 + ItI I�I_r T10 D IN' $ 1 1, I h Pr \ \ / ) �� 1 I 1 \ \ \ 1 �� \ >I� i i- �� III 3 05/19/08 Revised spot elevations around bldg. per arch-
/ \ - I +5 \ i / I I I I \ / t i I \0 / / - \\ �:. C• NECTI N, EF I JI - 2 \ \ \ �I \ \ r /� ` \\ \ �g ��► �(• g / -�� `I� I 111 r ` 2 04/21/OS Revised Wal-Mart building footprint per arch.
J f• , \ I it M • #.� H P $ r /\ `� ---- 1 ' 1 �` \ \ \ 329:11 L6 1 I 1 t/ /�� „ J ��
\\ O. • AC 1 / __�\ \ I \\ \ 3s Rc ., l��l / � 1 l 1 02 13 08 Added wetlands location along NW property line.
/ N. r 111 \ \ \ \ y 1 JA / / g p p Y
rn EX. WETLANDS � \ I � I 'ff. NN I 1 \ / I \\\
� � � 1111 I I\ �i 305. c Ir dv / a \ �/ I - SDMH, 2 I \ , 1 \ \ \ JII
�, \ �1 / / 4 NO. DATE REVISION INIT.
A / // i , �, 1 J1 , II I \\ � ,� 1 l
/ / 1 FOUN TIOf� DFIAIN• \ RIM=30 . C S \ \ \ 1 / 1 I
a) ,� \ Z // / Zz _ D.A. #� +1 / I I 1�1 ;lI I \\ 297 / / /,� / /
A • cowl ON, FIEF f IN9� 9 11111
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70 S / INV. OdT- 9� v w I I I 1 �-
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/ i / / "0 `l. tr » t .. o(MI P,. ` \ / 1 15 STORM •��►' • R R I I I 11 \ \ 1 l 1' \ I' 1 1
rn \ ST M l } \� + �- 7 ; I• •� F I I 1 t \ \\ \ �\ \ I�I�: I f 60 0 60 120
O 1 \ 1 I 1� v� ^ CLEAN 0 ® 1%111_4
� • R R i I I 1 \ I �� l I 1 / ��� ��r �II 4 w/ � CLEAN 0 1 1 o ► FO N h I I 1 ` \ / ` ,• 0 �� / f� ` '< / II `f 1 =60I I/ .. i.Ii ST I CO N C I�, \ \ I / IIlk t
p 1 ��, - „ �� - ��...,� � g�� .�; +�. � � \ \\ . ,. �•� .�R �� � C P I I I '� \ D.A. 3 / � I �'1 � i/7 LF ��` � -- � � / � I
lL) / �, ��1� « ���1I{, /�I\\� ��L.. , \ \ \ it ,9. E .- p. I I I I' 1 \ ] 2., . / � 1 1 \ / 15w -� �if ' I
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I I \ � ��•A• � 6A ( � , n�'A• 1 1lk) - �r�, ► �uAri,� II ,' Ilv_ y .
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/ IiiI \ 1 "\ 1 v ♦ \ - . ,.. r . - . , - • '� L 1 \ I I I / / 4014\ ;.' �i,G/�.// THIS DRAWING WAS PREPARED AT
L \\ 1 AC �I o� I _ / \ v � + :^p� ;\ / I / ��� ,., / /��i.-��' I THE SCALE INDICATED IN THE T1TLE
0_ ` /I •,i.��1 � it 9 o R /I V191t. 0 I\ 1 I V / l � i� �%/I
co \ r, � J�� ` .- � � -•• _ -'.••- � _ .� _ . _ � /all
/ ) I 1 I .J t��-'� � �� �-� ,� � / // Illt
BLOCK. INACCURACIES IN THE STATED 2610 WYCLIFF ROAD
/ .sd ' v rr ! 0 ���r_ i /��� -- � + � � . ,�'. I TOP GRATE-2 � �I�✓ /
� % � I \ `}r� � -_ -- .°+lui = -� � � ,,.��-. •.. - �- .,•• ,{v- _ � �I / / J ,•/ I I � / r _ , / � \-/ \ SCALE MAY BE INTRODUCED WHEN =__ SUITE 104
�� �.--. •� o _ ` { I , 7 / 4 I / � I �� I __= O'BAIEN S GEACIy\ .� � ..�� �r� `i ` s RRR RRRI D I 1 'Q/+n / I �`� ` �� 1, �� _ :�f=_�� . � , I �• , �, ' -� ` ' I r 1 I 49� yi'
f +- // -• �' DRAWINGS ARE REPRODUCED BY ANY - - RALEIGH, NC 27607
c % , � -r��=- _ - ,. - _ , P I 1 INv. IN( 29)-2 1 ( 1 ENGINEERS INC.�1 -� r��_=: � � vl ;,' .c-3?� ��► L`f - OP I�49�. I ( _ / ;•'t /, TOP/GAE= 8 1�(� ( N• 1 �i1; MEANS. USE THE GRAPHIC SCALE BAR PH. (919) 783-7777
a� / II,. \ �����+� ".=;��_�\ �� _- _f r�+������� " + I P , 1 I I h \ / INV. OUT- 9. ►` iI't1. / / OUT= 2. c. \•' `�\ \ }\�.=� 1:::_-_ \�� - 1 I / I. _ / j� \ E 9kIE -1 ' tiI l n IN THE TITLE BLOCK TO DETERMINE
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cn CI113 (60"X60" BOX) MATCHUNE, SEE SHEET C-12 STORE NO 1953-03
1 TOP/GRATE=304.07 IT IS A VIOLATION OF LAW FOR
o INV. IN(SDMH#7)=284.25� ANY PER50N, UNLESS ACTING UNDER LOUISBURG PLAZA
INV. IN(SDMH 8}=30D.49 DRAINAGE AREA #14 THE DIRECTION OF A LICENSED ENGI- LOUISBURG, NORTH CAROLINA
c INV. IN(SDMH#12)=292.04 0_72 AC 40 LONG FRENCH
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i / � - _ _ �� I 1_ / / / 7 f� II ! \ SEE �HE�TS.0 24-dc�Z ` / _ BEDIEA'GED TO U3'.`' ``� I Cl 4. NCE/ /� 1 Il I f C IN \ \ \ \ �/ // - - - --A " I``\�\� - / S I, • WETLAyp$•Ne / ,l�l\ ' h 1 r a ` \\ \ \ i / / / i4� HbLY QL50.00' TAR-PAM \ _RIPARIAN BUFFER \\ �� AT 2-75''CON'f0�1 j. // %� \ SEE SHMS'C-21 & 22 \N.� 11 r I \ \ \ \ , \ / / �` - `- III) ` I• \ \, --__ � �- �/ /i 1 - ., 1 l \\ , \ \`\� / \ � I \'� ///, � � -� - �_ -_� PAD PREP NOTE
\ `�--- (. / �� / / / � ` it `�- - i ...c_ / 1 I • 1 \ \ \ \\ �\ I �� ll , ; �� I�4 / / / �' Ir-� ��1 '.'rl � `� /. \//f/ / / / � `_ d� I I I \ \ \ \ \ \ I�1 I��i � 11 -_ ��j� / / �� / / \1/ / /�/ /// , I I I ! \ \ \ \ \ iI I�i�1111 Ill ___-�� // j //�-�--~" -� �_ ,// / /' / '71 , 1 \11\tis
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE
%INV 111'77ffilla 4111*- ----------..5,-- ---...... / / /// / \ \ i >� - ,\\ . z z, +� JJII 1 f / \\\ \\ \\ \ I���� I y-i/� //, / - �-' .. 1LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE
/ �� ��! r ` �� t p /\ J/ \ f \\ \ II� t 'I 1� _ / / /� ��� o '4 /� 1SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES.
/� �� // \ \ �fIr �ill� r fI / / / / JJ \ \\ \ - - �y,1���� //� / APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER AND TYPICALLY
'� t,,/�\\\: / / \ sll'♦ II" - //� / / / \ --- .� / / INCLUDE. ,i. . \ r ." / \ \ \�\ III �..` / / / / X� \ -- \. � r J . � BUT NOT LIMITED TO THE BUILDING SIDEWALKS GJIRDEN CENTER PORCHES RAMPS`I /\ \ �- �` / / _ -� \ �±r! l STOOPS, COMPACTOR PAD, ETC. THE SUBBASE DOES NOT EXTEND BEYOND THE LIMITS OF THE
.. I 'f \ , , \ �,� . !� /\�� / / / // / SPREA. � \\ 1-- ,,. /.JUNCTION BOX AND OUTLET /� I \ 11 / ! \/ / / // / DETAILS SHE \ ter_= �,.� ACTUAL BUILDING AND THE APPURTENANCES.
\ il
PIPE THROUGH BUFFER. SEE =~ \ (III' ! ` \ „r��aF'frl� ! �� \j/ J/f /% // \'\ d - \ ,�~� h,�1 / \ I ESTABLISH THE FINAL SUBGRADE ELEVATION AT THE SLAB THICKNESS PLUS 6 INCHES TO
PLANS AND DETAILS. SHEET ` `. \ , �r +�l;IIP - ! �� /\\ // / //� ` \ \ --� �- I ACCOMMODATE USING 2 INCHES OF FINE AGGREGATE BASE OVER 4 INCHES OF NCDOT CABC
\ 11 . ...! v � /// / // ___�_ �� •� COARSE AGGREGATE BASE. THE FINE AGGREGATE BASE SHALL BE MATERIAL MEETING THE
ii
\J .-_ , `t-- - - - ' / // ♦ 1 ♦ \.. .� � � \ \\ // --- - \ �- =�-- \ ` I GRADATIONAL REQUIREMENTS OF ASTM 448 NO. 10 WITH 6 PERCENT TO 12 PERCENT PASSING
- - �j . \ / _ _ �� \ THE NO. 200 SIEVE AND SHALL MEET THE FOLLOWING GRADATION:
\�\� - - J1�NG"rION BQX JNB- /�/ • \ ./ y ; ' ...\
�� // // . .,' p `,�--: . ' -1 ,.,• ' , '�,\ ' \ 1 STDSIEVE SIZE7i PASSINGSTIWNG BASIN, SEE PLANS \� - �BIPFTFIR6UG�I- (� •` \ - -1 / / I \ NO. 4 85-100
AND DETAILS, SHEET C-20 P1ANS-�kNff 6ETAUSi---. .... 1 \�/ 1 ;�,_ , l' NO 8 75 95
/ \ ...... -_^^ �C�� / I. ` " .. �� ` ' I . r . , ��\\ / '\\ , {1 NO. 16 55-75
�_ -- _ -�± 50.00' TAR-PAM I j • '! ✓ ‘. • 1 �. ./r . � {' 11I N0. 00 0-30
,��_�^`�\ 1�- --- -� � r RIPARIAN BUFFER l / : ,/./,1 . : �,: : : � �.. _..J' '�, '� / : • '� • . • \ � � 7� „ S�1 N0. 200 6-12
- - - - 2( I ` WETLANDS• • v . •YItEI'LA1ND°5 . \ 1 rr I THE SOILS TESTING CONSULTANT SHALL RUN A GRADATION ON THE SCREENINGS PROPOSED
1 �--- - �� '• , , ' , �, ;` ' � ' ' ' \ ��� X FOR USE AS FINE AGGREGATE BASE AND SUBMIT FOR APPROVAL BY THE ENGINEER PRIOR TO
/ - �/ ' .:, \ 4 4 4
I ' • \ • ' • \\'l
• USE. THE CONTRACTOR IS ALL
/ f I• ' \. ' I C EXISTING FOUNDATIONS SLABS PAVEMENTS AND BELOW GRADE STRUCTURES SHALL BE
50.00 TAR-PAM , . REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL ROOT SYSTEMS,
RIPARIAN BUFFER _ I. 4
11 ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE
I �-p
/ \\ • ' ,1� ' /a ' , • , ' , a I> _ BUILDING AREA. PROOF ROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS
/ • • • • 1 WITH SUITABLE MATERIALS. FILL MATERIAL SHALL BE FREE OF ORGANICS. AND OTHER
4 4' \ 'L ' f ' ' ` ' \ 1 11 1 IF R DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS:
``.
/ 1
�. .f ' f. ^. .\,I . J 4zi LOCATION WITH RESPECT TO FINAL GRADE PI(%) LL(X) ORGANICS(%)
•!, • I •.. . • . • . • I, • . • /J . \i . 1 41,
BUILDING AREAS. BELOW UPPER 2 FT 35 MAX 65 MAX <2
�, . 1 .I }� BUILDING AREAS. UPPER 2 FT 25 MAX 55 MAX <2
/ a • a • a % • a • •I • a •/� . a I . • a `\� a ,I I I m . FINAL FOOT OF FILL MUST HAVE CBR=6% AND SUBGRADE MODULUS FOR 150 PCI WHEN
\ �, I , I, \ 1 1 I 0 COMPACTED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. MATERIALS PLACED WITHIN THE
I •
'� • •� •f ` UPPER 2 FEET MAY BE TESTED FOR SOAKED CBR VALUE AND WILL BE DEEMED ACCEPTABLE
\' i , `, �I I03
n EVEN WHEN OUTSIDE OF THE SPECIFIED ATTERBERG LIMITS RANGE IF THE SOAKED CBR VALUE
/ •1 1 1 I` I , X EQUALS OR EXCEEDS 6%.
\ .
• •a 1I1 1 I < PLACE FILL MATERIAL IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS. ADJUST
I .,. 111 I xi MOISTURE CONTENT TO BE WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM
\' • ' a i \ 111 1 I VALUE, AND COMPACT TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY
/ • N DENSITY (ASTM D-698) EXCEPT IN THE FINAL FOOT BENEATH PAVEMENTS AND FLOOR SLABS
' `� C WHERE THIS REQUIREMENT SHALL BE INCREASED TO 98 PERCENT. ADDITIONALLY, PLACEMENT
\• a A111111
MOISTURE SHOULI) BE TIGHTENED TO WITHIN f 2X OF OPTIMUM IN THE FINAL FOOT BELOW
I F • il SLAB SUBGRADE.
. . . . . . . . . . .
•
`' ' �' 1 II 1 I A MINIMUM OF 5 SETTLEMENT POINTS CONSISTING OF A 2 FOOT LENGTH OF #6
I I REINFORCEMENT STEEL SHALL BE DRIVEN 18 INCHES INTO THE SUBGRADE IN LOCATIONS
/ �'\ ► • . tSa1/4 ' a al
' )111I1 SELECTED BY THE SOIL CONSULTANT AND SHALL BE MONITORED WEEKLY OR EVERY OTHER
r WEEK BY THE CONTRACTOR'S UCENSED SURVEYOR TO DETERMINE WHEN THE RATE OF FILL
I a
: , ; I, • 111111 I INDUCED SETTLEMENT HAS REDUCED TO AN ACCEPTABLE RATE. CONSTRUCTION OF
' I,ll II 1 FOUNDATIONS SHALL NOT BEGIN UNTIL THE SOILS CONSULTANT CONCLUDES ON THE BASIS OF
THE MONITORING THAT THE RATE OF SETTLEMENT HAS REDUCED TO AN ACCEPTABLE VALUE.
. . . . 11
' _ THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND
/ \' �� • %'� ~^ �\ I11I! 1 CONTINUOUS SPREAD FOOTINGS AT THE WALLS (PROVIDED BY THE BUILDING CONTRACTOR).
I
IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE
I} 111 f OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC
\',. a I I11 1 INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL RECOMMENDATIONS MAY ALSO
• BE FOUND IN THE GEOTECHNICAL REPORT PREPARED BY GEOTECHNOLOGIES. INC. DATED JUNE
. ! `� I 20, 2007 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION
\ SPECIFICATION).
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v f ! ,4II � �, \\ \\ _� \ \ DRAWINGS ARE REPRODUCED BY ANY ENGINEERS INC.
HIC SCALE 13/44 RALEIGH, NC 27607
J ! f � f f� \ \ \\ IN THE S. USE THE TITLE BLOCK TO DETERMINEPH. 919 783-7777
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WAL-MART SUPERCENTER
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1 RETAINING W 1 / / ‘
1 1 TOP EfL= . 0' tip,� - ;�s'' c
" IT IS A VIOLATION OF LAW FOR
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� I I C_1 Q I I r /� °���� / � ! f f iilllll'V °i I I \\ ANY PERSON. UNLESS ACTING UNDER
THE DIRECTION OF A LICENSED ENGI- LOUISBURG, NORTH CAROLINA
1 1 ' / 1 t I ! I / ' .0.
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c IN CHARGE OF WHD
12063.39505
ma DESIGNED BY DCS CHECKED BY ADS DATE C- 12
v
6 DRAWN BY DCS OCT 2007