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Home My WebLink AboutNCC215916_MODIFICATION Supporting Documents_20230921 -E -F A I B I C I D I E I F I G I H I J \ II 1 (� \ I \ I ,` '\' \ �\ \\ - -�_ _/'-� GRAVEL RAP \\\ \ I\ \III ` / / \ / )l; \//1� \\/ \ \\\ \\ \ \\ \ \f-/ \ "' RISER BASIN BASIN RISER BASIN 3 RISER BASIN 4 _ E. �,'� '�-/ DIMENSIONS ELEV. "..rvvo omam w h } I �I I\}i )�i` L 1 I I / / //l I I) \\\\ \ ` C ` \ \\/_�'`/i-/ Ary /)DRAINAGE AREA(AC) 1.5 1.95 1.96 1.66 EMERGENCY SPILLWAY su.aeu.xssxeer !,\ �� -- ', 'K40siolr,i i�� '�1 �� 3,024 ioP bF Du.,wDTn -� ,`5, \�\ t $ID I1\\I.�\I) )(I I I ''',,,___..,,,-,..."-\\ \\\\-\\\ \ \\\\\_-\`-- `.q�.�'c\J�PROVIIDED SEDRED IIMENT STORAGE VOLUMES MENT STORAGE VOLUMES((CF1) 7,882 10,049 8,817 7,582 -RIP sEEo couna l -/ ,,, � F�J,' �/ �i `_= }.I 1�„1 mr RAP DISSIPATER P. ".P.,w..o II ` )1! �'N\( I \ /\ \ \ \ \ v ( �B ( SKIMMER SIZE(IN) ORIFICE SIZE(IN) 1.51 N A 3 1 2/1 oEwcE \ _ ,�.s �r 5 71e"s��~Y. • / • '��>x� • , I $1 \ III1 ' l ( /� ±\\ \ _ n sezj ®w Mx tlr • I,-:.. / �� / / Y/ ` ANTI I1oATAnoN 1 iii TOP of gsEq ' \ 0 1 ) \ \ I-- =IIF*PPE NrEm lx •.,icr1• •I!•`_7rw.m ■ -� BOTTOM OF BASIN ELEVATION(FT) 296 312 304 301 �'•"" "`F"" ,.s 1 \ \\1 (\\t(o'I CJ l \ \\ \ \ \ ✓"( ��\� DUTIMTTPERAGE RET >,,."d„,...,a...,.,a.......,,a. I - / �._ ,,,,,...„„„ yS. )\ /() I\\\ /C\1( J \� \\\ \ �� \ \` / l2 EMERGEN CY SPILLWAY ELEVATION(FT) 300.5 317.5 308.E 305.5 sED SEDIMENT srDRncE AREA "� oR .". +.+� CROSS SECTION FABRIC / - 7 .. I littl \ (\}) 1 \\ )\\\/ /fv\) \ \\C\\ o I 1- \� _-SPILLWAY LENGTH(FT) 15 15 15 15 - - rcs,cx gT,u . ) _ ;' �, xw ------ -- 'xW FREEBOARD 1 /_ qy \\\( \\I I 1 I')I) \C \ \\\\\ I \I ✓---��F /,./'�-� TOP OF BASIN ELEVATION(FT) 302 318 310 307 ,I s �cLd- xL`I"�- at., � \ ))(\\\\\\\ `\\ \ \\\ \\\ \ � G_/' n,,VO,TOP OF DAM WIDTH(FT) 5 5 5 5 BALMY M �,v ¢� ( �'..\ 1 I \ \ \\NNN\\ \\\\ \ \ \I ) \ t- -`---/</ 0^RIP RAP DISSIPATER PAD YES YES YES YES o»�vx xY.x< �v nLL1 Ylj `: '' aC •/ /''' C \ 1// R {/ \\\ \\\ \\ \ I \$ � c� o `I`�'----� ANTI-SEEP •COLLAR(levation) N/A N/A N/A N/A � �Y � ,l __ -� �- \z� . ` r�� ///\/ ,, �-\y \ w so exwma+v«.+.onmx \ ., \ f(\ ,s \\ 1.1 I \L �-\/ 7_, /�//\ANTI-FLOTATION DEVICE(FT/ELEVATION) 0.5'7295.5 N/A 0.57303.5 0.5'/300.5 1 .R..T_ ,ll n•l ''''',va:y:." I ` - �cc uu SLOPE �� (� w1 \ \}} \ \\ . ,\, \ \'_i ��(" / TOP OF RISER(ELEVATION) 299.5 N/A 307.5 304.5 if w2 1 masa ' \ N)III\ 1 \\ \ ) \ \ ( / '' '' RISER DIAMETER(IN) 30 N/A 30 30 I - Mix - , ) �/' ((Q -_ �(\ ) \`\/`-C/ - /-1�/�SKIMMER INVERT AT RISER(ELEVATION) 297 N/A 305 302 +".r.....,of"�,mm. v.'l E Il �lf1l_ .m rwww .MAINTENANCE T $.) ) lI 7/ 3 = nn - _ ( , \ 1\ I L \\ / y/-A OUTLET PIPE INVERT UP(ELEVATION) 296 N/A 304 301 .w"aw.xo. II III II ^^_""°`°""'^",•,vm` ., / oEv.,E.axEw x„n xox 116. .i row, - "OUTLET PIPE INVERT DOWN ELEVATION 295.5 303 300.5 if I ) -I//l'�� \\ \ -�' r^_'i-��/ /-OUTLET PIPE LENGTH(FT) 52 N/A 52 40 ..'n.`.. o.�.,.v w<n<a.��.,xo..o..x�rx.,q,M.�.,...,nw 1 \ �''4• J/I(\�aI \\N \-'/' -.' ' _ �J�,."� / ,OUTLET PIPE SIZE(IN) 18 N/A 18 18 GROSSSECTION m� --- 1 \ - _i1i1 1` \ BASIN WIDTH(FT) 40 42.5 31.5 40 DRAWING x�E oruwxc voT-osu,c y, �` �� F§AhRIPl�W�N^ BASIN LENG H(FT) 80 87.5 115.5 80 R Ro m x enRx cwN rensiN(wm snNMc J Msia s 0��} R xs o / O .•\\1 '1 \.7) I I /'�_,- 7 1_� TOWN or Haar s0R/Ncs ENGINEER/Yo DEPART,MENT """ TO RS7'�•�� GRAVEL&RIP RAP BASIN/OUTLET My0,s �c�g/ 6 I�l(�') \. \}I1I /i` / ' �� \�r„/�'NOTE-EXTEND BAFFLES TO A MINIMUM OF 3'ABOVE NORMAL POOL ELEVATIONS FOR ALL BASINS. TOWN OF HO[CY SPRINGS ENGINEERING OEPAR7MENr "G11 �3'J x-•^•••- (C II 6 ) V AVL VA `9 // (- 10 it////� / / // //� // / /' T / r' I / r v </�R ' r- 1.. -1 / �11 1 / M of/�ti Illy �� •/111 /r'AlVAyAv v/ y�'��_ / -i/ / ,3%/�;i i ////„/r//-/'/-,=-/i//// ///�i / ,f r ° / , /- L./J /C_J - \ i/�„/! ///l T%/, 1 _ / • v,r vV •1� ,I - v S,I"•2/ 1 // //■it' ii I / r/ j'/ / //� r it /// iltr& / / / / / / l / / / ! l / 325... I S� Y1 1 � \\ / /// / / ! /// / // / 'i-1/ //J /Jl / / ,� / \ /^• / / / � / / / // I I I J / / I f /J r \.� \ \ �'% /‘ir C1 A AA ( // ',/ ��A L:� r� r11j%ice ///• �3 //_ // //�/ rl/ ✓/% //: / / /) / / \ 1OARD // /�/ �/ // /!//r J/��' // //)�lI / / ( I (_�A// A-,� _7 / // / // KEY MAP i lJ //l/ / l // // /( i' o /�� scALe:1^=1000' - (Tp^e iJ V �/ �A // l ofJ,a �/ / �l / // / 1 /C < J �� r I ) ,- / / / A ( r / r 1 J I/--�.�/� NOTES o, / // , s'i //: �// / / // / / /' ,w- / ) / / r__r _/ // / v o/ / II I I 320� /- rvy/,a v 9 J � / -1 20/ // r / i 1 > �� l ( l V I l / '• //_, - ' , - / ) // / ✓ / / / A/l �.\ � / A / I (J / / / / / /J } I l/ ( ) ) ) /" /A 1. FOR NOTES AND LEGEND SEE SHEETS A000-C1000191,-192. � 2. FOR STORMWATER DETAIL SEE SHEETS A000-C7000600,-602, / / / / �y/ / / / J� / _ / r� \ z` I/ \ v /'J �/ / J /� �/ // / / l 1 1 / / AND-603. / , J/()`J�j', / ! /// .• /'/r(/,/�//(/// 1/T!/^///!-1 S r •.3'. ) / �\ I// --\___Jr \ / / // T... •r• /� ` / / Y ✓ (�- / / / / / I ( / / f� 3. LIMITS OFFSETOF DISTURBANCE FOR CLARITY PURPOSES.RY AS SHOWN HAS BEEN 5 // it /(( ) A'( / /// //1 -' / 'c / / �/ 7/ T / / / / / // ) / \ N \ CLEAN WATER DITCH L D _ / ) r // ` r / / r / ( I ( I l/ <)ll�/ sty/ice// Jl�r/(7/7 // ♦J'/lT///l )/////�/I/rl/( / //r/ // r / �Ny� l /-�\ v ) WJTkISYNT Ti/MAT J ---,) �/ � /�i`/(/(� -///^.''/'/ //� //r/ !//'1)/ / I^' J.Srolfh v ` / pp Y:/ II! f / \-S ` \---/' / (I- ) / J/^ / ////-/ _. / J /r > A roved6/l//(I /v/ J (> �////// /J /////// /) / /I / S a\ �\ / • _ \J /�`/ '//""l/ EC1F"- / / / 1 r -J' -///�_/// / / / ) \ I / / /1 / / 1 // / / J\p • � \.,� ,�lAmgyib.)-- •_ r II / / / 'l I Approval Date: 9/12/23 -v N1 /ii . / /// �� ( I / l// �/CI 4� // 1 /)( / !) Iv 10'YARD v �/� A > ,✓- /' / -_�-/ .. / / _�/._///) - /- ._r✓-�// /! 1 k• - 0 'ice / / / l/ / / -t .N:l(!/ / r .. l l l 0/// C lI (/ I( ( l ( / v3 \�/ ��-_ -_ -\ )�-/ _ /�// ( \ _I Sly `/// /� �� // - --� � / / :1 ---,/"..„,_:,„,,,,,,____„_„, == � HOLLY / I / - IIH�'�W1L D BdLI E( �\ /\---')-\ -� - )�� i� FFARrY-DIVI ION\ _ ( _ _ // \ w - �/ -~ //\--/ SWAL LRINITH \ l` IN JJr - 310 �q ,o:, SPRINGS - / / 1 I 1 / , / Q s-nwoT dN Obi 5jR AN' I _, \ \ / -\ r- i \ Of // SL )-�I/ / r/// )/ /U M � N R 1 \ L \ \ /�.,-/--- \ ' /' -/ `// \--\/�-r"-/ `1-� ,...,),-.---2---- " r I E DW i` 1 i ✓ / ' /\ 1 ( /�I/ to FER OT NIT I AREA � L- / 7 \ SYNTHETIC MAT ) / �•� �✓ r��/ `I r/ / \ 1 I^ I'/ / ( It ril 4 11/4 PERM TS) \ \ \- - \ r-- C r'..-)-/?--------' f < l �� '41.4 I C. 4 !9v'i / I ( ) / DI S�1 D �P �ID Dh0 \\ / s��r -/�-\ -'.\ _ ' / / \� / /1/- 1 1 , r / / /( I Ab IR4v i l 'I / / // (gyp N L P'NbS. \ l,- \' J �./ / //�i/ / -' _ 5\`-' \ r \/ \1(S// 1 / I �//- I tuElTQ14V b /14G c \ \ `_ /i i' \ �\ �e •. 0 4 �I f / 1 ( < l_ l \ .�- �./ / - -1 / \ / RYE 89S�N'BASIN- / .\r 5.- o 1 3 _ )/' _ / /'r / <i= -/ ,-/ /✓ /./� l /fir S �1 _J ( J( I I ( / f •\ 1 C. \ \ \ \ -- /'`\I^ '- 1/' /�/\ 325/_ / / ! r r / r ./�/ M ) I,T,_sa-/ `i_/ �� - / a� ( 1 ( 1 A I 1 I I / 1 ) A )- ✓ <� /� /� /� BAFFLE v "( r/ (// l// I .,4! //t HEW 1 / ) / I V / { I 1 1 v /-� \/ -- -__�/-'v f�'/ --' -� / /r-'� Ai / A v- � \A •/ r f(�1_, ( \ I11 1I1cl- ^v /v'- v 1 / - / �V - / // / I/ / 39 / / /�/ / . / _' /�/^ A- OR1' 'PRfc ll / \ (,`I \\ 1 ppM(rn9.)/ 1 / \\ 1 ) \ . - /�--ems",-_ Jr� 1 j� !` GI (' i/i r-\{l N O GI - ) 1 1 ) \ I [ l \ ( ).\ \ \\ \ _,.'- _ v)��-i -,\.1 \`r_� l<�i�// \ q�/�//� / /-- / ✓ // _/,//'315 /,� �/, / .4, / • \\\)/i/J { ) 11( ,, ` 'P>'to/ / // � 111/ I ( •,1 )1 1I III ( / A ) L v ✓ -v/ ^/ ^r , ') -9`9� / ✓ ^ -TEMPORAARY- y' // /^//// �i.F� / J /�J)� f,yi ` ,,A� v /-. �� nsi / ( ♦- \ 1 ;\ i I \ 1 -\ \�, \ / /_ \�' )--_,_,-;,-;/- / / \ D1V RSION S /// ii /,.� ( y 0 20' 40' 80' 1(\ / / ) ) 11 \ \ \ l \ '''\ , \ \ \! \� > < ( - LINE TF(WOryAI`PNl / f /� \ \-'/ w l(^I/\l 1 0 \j / / r ( 1 *hi, ' / \ Ll l 0\ l \ \ \/\ /\/�/---./,-- ' �� .�'�/;.i^\-,/T- c�� /CI \ // // //--' /-`d,p , �pAp;RNF-✓ /yYSkPjPf ��`l ,,i /S/4/. lSlr/ i_fq0( 8--\ \�� __ I, /'I �-.� o A i ) � I I ) I A V \ �A V � --'- GRAVE�aD'Ri 1FdP A / / �/ :,.....7.......,::i.:„....,. ! // � VA ��•-i��T�/ Iv 1 v l A A v - /� /v/vv- vr LCA 9 �/� C_/' rJ /� �/ Jfti--/ (/�D3A1N-' �'r- % � / / /�v v/// / 1 / , / / Lv v ( I1 r-v ( � �. v -� �✓ /'//TEMpgRAf�+/ i� ) (<v //r)<� �'v/lw3b'4O dAP� / / / i BArxCes// 04; ,_MTVERsroasvdALE - �t, \_1i/ :if:\ f3 <^ I 1 I / 1. I; ) R I A IAll ( J ( \ S l �� y <,� _ A vJ/ / I r �LINED'NArtF�dtl fdES/ - _ J")(( A v� 3 I S�(/ ( I / lI( I p F{I ( l \ A v / _ • ��/i'v/ - v // / \/ /-/� F•1 r (/ ( / l - 'calv 1 I 1 ,- v11 �V {IvIIvvv!vvIIt. vt • �l/32� L� f-� v_ �3a3�3 5� �� /v /�-'�i/� ri/ r��• .../ �' / (1 1� <(\ /1 ) > J >i ) ( 1 ) T \) I \ l V Av \��_ - A/�� /�, _ A PE PORARU- ,' 313 �' ) %� _,/_-✓/-✓` / 9l .r-✓/ - / ,� .. .. v ,-/ // / / 1 (l v C�wf1 L I/ n, V A TM�OIRARV�I)/PR3(QI� / \ \ \ -- f/ IVERSI N'EWALE 'P°t' 3+z •� -'-i / / (-11eJ �z�. "'r �//g I // ) 1 2 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 22AUG23 ..I ( �� vS ALE IIN�D,WIjH STRAW V A-_/�/"`-"- M1ED N T �� / /_ // // / / v_V )' ) /i WI H�V T ) VAfv- '- A .," `, -�iJ 2"SLOPE - ,, • - / / / // -, 50'SANITARY 1 ISSUE FOR CONSTRUCTION ZS RA JG AM DP 18AUG23 l�' r 1�9S \ ( r : � LIH o / 7 A A ` 1 �/ - 1/ ``\ f/� i -BR //-/�%n�)_ • i / J/ l C // / /// ( / r( -/ SEWER EASEMENT \ hy, \ ( � �_//C // \ \TEMPORAR'ViDIVERSION-"\ .\ Y 1 `````/ �.-� / - r- /�/ rr ///--� rI / " 1'8' LOP \ 1 l \� r-\- (v\ ,CHEEK i �� _- / /"/ < - /- i v r / / / / \ /E /\1 7I '�1ily 1' DF 12 / { w \ -SW4EyLNE.OWITH._ �^ /" I PAPo1,(Typ.) �1�� // / �" - _) 1\ r - / ✓ / /({//// \i �RIPRAP APRON 0 ISSUE FOR CONSTRUCTION ZS RA JG AM DP 21JUL23 (% �) \ A 11t�% / ) 1:11\ \ \ \ SYNTHETIC MAT '-'' �a i' _ ,!al/( \/ ,- LENGTH:9'3a �/ / 12 --- `\-�.�_�/� /' ) 315 ✓'�r��--\ / _ 301 /- �' I°. /_I� ,/LPN'-L// / / _///i�� WIDTH.11' A ISSUE FOR BID ZS RA JG AM DP 23JUN23 a / I < S t�l 1 )RR BASIN\-BA�SlN 1 \ _n \ 1 \ (J-_�--�' (/i-'^ - -- J 31b-315�1...3t3312 31t 31"`%'�/_ - / _ ` �__ / / �/ THICKNESS:18" �,.. / ! �� / - . -✓ / Tr • CLASS B STONE y I l I 1 ' ll `� ( 1 \ \ `\ v \ 1 n ^ ./' -e. • - J / PROJ CLIENT .�ti < A�. t �� , �w \ V -� v- '.,,,,,,,,,,...1------)i, - - / / /A . r v / _iY' / / / - REV DESCRIPTION DRN CHK APP APP APP DATE N '11111 � ID / ) J/ "^. l I % \ \ k'1�{) "'�' ,_ ( \\l^ s1i•ai2�\- 1-,EMPORARY-0fVE--ION r�r Ill( J ,./-� S )I\\ ^/ / � = / /' 2 2_ -I V i i ,11'k sa -\ SWFLELI DWI ' I i�/^✓/.- y• -� A\ VA- / / • ./_ /v/ \___ :�� CAR/e ;I) I( 1Q... \�AFFL� �;p930i3�e1.. \ I�TRA"Ii•NINE'`/ _" ''si `� ' EROSION CONTROL GENERAL CONSTRUCTION SEQUENCE-CONTRACTOR PARKING EXPANSION-INITIAL STAGE FUJIfILM QFESS; y.; T I,- \\-\ \\�o_•-\� `` \ \\\\ \- ,0/77 os3,3p��' 1- -J --` �� \ _ \ /\I-,-_ ^1 OBTAIN PLAN APPROVAL FROM THE TOWN OF HOLLY SPRINGS. _ 9 \ / \ ♦If `�`3p2 , /-�i'✓ _F••• ) / ' / / / 2. SUBMIT E-NOI TO NCDEQ TO OBTAIN CERTIFICATE OF COMPLIANCE AND PROVIDE TO HOLLY SPRINGS EROSION CONTROL INSPECTOR. Dlefsy11th Y ! \ 3 _ / // w0 f \`-=';.--- ?/ 1 E1an 1,, )1 - ® /1 ✓ 3. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE TOWN OF HOLLY SPRINGS,ENGINEER OF RECORD,CONSTRUCTION MANAGER,AND SUBCONTRACTOR,IF REQUESTED BY THE TOWN. ,,. \ - ' \ \ s (�. - -- ♦" <=e \✓ f O\-/_ '%9 FNGIN�',`G,.�` { . • _ 4. AFTER INSTALLING CONSTRUCTION ENTRANCE#1,INSTALL TREE PROTECTION FENCE TO CONFORM WITH THIS PLAN.CLEARING FOR TREE PROTECTION FENCE,AS NEEDED,INSTALLATION 'Y1•"•••�....•' /) \/ \ % r 2/ -.' ( �� * {� - •• �/ _ i_,r��// )/ ^-�./\ SHALL BE DONE WITH HAND TOOLS ONLY.NOTE NO WORK SHALL BEGIN IN NCDOT RIGHT-OF-WAY UNTIL APPROVALS HAVE BEEN OBTAINED FROM NCDOT. NO WORK SHALL TAKE PLACE IN ANY 1 Ho s Km Rd "%�F f. GO��a�O� - V, I //‘,.-; \NA rr ��'.• 1� g�;, 0 /�`-- r- /\ EXISTING WETLANDS OR STREAM BUFFERS UNTIL ENVIRONMENTAL PERMITS HAVE BEEN OBTAINED. y �� ♦ �a 3o7 ��. may`/ \ / �l\ / MINN+1 919 337 4477 - / / •l� (-- 1 (- �� aob. /f f / J/ - `.`5. INSTALL SILT FENCE,SUPER SILT FENCE,AND SILT FENCE OUTLETS ACCORDING TO THIS SHEET.CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT LEAST ONCE 25 Aug 2023 • •• - I ▪ i7Z \/7 3O /�� ;oi'.0 /-� J/7/"'-•- /,> --\��1, j.f PER WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT PER THE REGULATIONS OF NCG010000.GRADING ACTIVITY SHALL BE PROHIBITED IN AREAS OF SEDIMENT CONTROL FOR CONSTRUCTION �1. -/�'' ' 5 3oa .'�'3 \ j ,✓„" " / �'" /�/L'-' DEVICES/WETLAND UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED. LOB PROJECT NO 'N ( `-''-RIP \PR�NLl•;• • of S.':i__; ✓ "' -�S�N / /j'�/--' 6. INSTALL ALL BASINS,GRADING ONLY AS MINIMALLY NEEDED TO INSTALL BASIN.WHERE NO INITIAL LAND DISTURBING ACTIVITIES WILL TAKE PLACE(INCLUDING TOPSOILING),BASINS CAN BE I �- RIPRAB APRON _ RA _ ( _/ •_ _ - SEQUENCED INTO CONSTRUCTION SO LONG AS NO LAND DISTURBING ACTIVITY TAKES PLACE PRIOR TO INSTALLATION,INSPECTION,AND EXTENSION OF DIVERSION DITCHES.ALL BASIN Jacobs P 2 0 2 0 0 0 48 �; •• YENGTH:9' \ _\ .• \, _../1_-J / /'-__ CONSTRUCTION SHALL BE WITNESSED BY GEOTECHNICAL ENGINEER AND INSPECTED BY THE ENGINEER OF RECORD. ° - /"'- `THICKNESS:18" _ - �/-- ,__ - \ / 7. INSTALL DIVERSION DITCHES,LININGS,CHECK DAMS,AND SLOPE DRAINS(AS REQUIRED)LEADING TO THE BASINS.ONCE BASINS ARE IN PLACE,REQUEST INSPECTION FROM TOWN OF HOLLY 2 Crowm PoJII!DIM,Suite 100 NORTH CAROUNA ARCHITECTURAL FIRM REG.No.50757 \ �< I.,THICKN THICKNESS:18''' ,✓ \ p J SPRINGS EROSION CONTROL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE.ALLOW FOR ONE 1 DAY FOR TOWN OF HOLLY SPRINGS TO CONDUCT CERTIFICATE OF COMPLIANCE Cincinnati.Ohio 45241-USA NORTH CAROLINA ENGINEERING FIRM LICENSE No.F-0287 \ `/ ) \ /CLASS B'S NE CLASS B ST/�_ / \ �• L _. / /` = () 2 Cro +1 513 595 7500 JAC0B5 PROJECT No.22FHGR03 r(f \" \ Q _y/ - - -___ , INSPECTION.IF ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE DETERMINED TO BE INSTALLED PER THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,A 1 \,\ ,.) \) \\ / /� J\ gPN.�-1 \/\/�' CERTIFICATE OF COMPLIANCE WILL BE ISSUED WITHIN(1)BUSINESS DAY OF THE INSPECTION AND FAXED TO THE LANDOWNER AND DROPPED OFF IN THE CONSTRUCTION BOX.IF EROSION s adEcr 1 /-.--'/ \ /v \- - CONTROL MEASURES ARE NOT CONSTRUCTED AS PER THE APPROVED PLAN,THE EROSION CONTROL INSPECTOR WILL INSTRUCT THE LANDOWNER OR CONTRACTOR OF THE NECESSARY BUILDING 000 - SITE \ (( CONS(TRU�CTION ENTRANCE#1-,TO 6E-USIW" ",_/- - --, y'\ \/ - CHANGES.AFTER MAKING THE NECESSARY CHANGES THE LANDOWNER OR CONTRACTOR WILL THEN HAVE TO CALL FOR A RE-INSPECTION.[AMENDED RESOLUTION 15-26]. IF BASINS ARE 1\�,UNTIL US CEAPPROVALF R TEMPORARY 1 STAGE 3A EROSION CONTROL PLAN SEQUENCED,THIS PROCESS NEEDS TO BE REPLICATED FOR EACH PHASE. O I BRIDGE C OS NG OBTAINED-AND .y 1 VC" I 8. ONCE ALL PERIMETER EROSION CONTROLS ARE IN PLACE AND CERTIFICATE OF COMPLIANCE IS OBTAINED,COMMENCE WITH GRUBBING ACTIVITIES.TEMPORARY SOIL STOCKPILES SHALL BE AREA 13A I i TEMPORARY EIN T LLATION S $P '-3-\/ i� 1 \ � `J] /' I .-r\ ADDITIONAL DISTURBED PLACED ONLY IN AREAS THAT HAVE RECEIVED A CERTIFICATE OF COMPLIANCE AND SHALL BE SURROUNDED BY SILT FENCE WITH OUTLETS,UNLESS SPECIFICALLY INDICATED OTHERWISE IF L\ COMB TE. O NST DIIS'`UR EMI / / / THEY WILL BE IN PLACE FOR MORE THAN 7 DAYS. I / STR M. / - \/' sc..ANSI D: ORONO No: REV: ANSII� J AREA: 6.94 ACRES 9. REMOVE BASIN#2ANDINITIATEGRADINGACTIVITIES. !� -/a v- 1" = 40' A000-C1000393A 2 A I B I C I D I E I F I G I H I J I I I = 6... �A I B I C I D I F G I H I • � �/ I �DO NOT SCALE, �� \\\•,, RN------ 7,64,,,:*. *** �2 � � ' / N ,,.< -1 11111,..... ...7,// • ///_ /- - ,3...: \S1'L 1:-2,.7,,til,_:\:\-,,:0 ,7 i_, __i :____:7 _ _,,,,:i 1,4\I**II,:i•i,I 1:i!tvi A,,t(r;,.‘4::::t I,;,/.1:;' ,''' '/7 z ,': \ -',,:, 2,,, _,_..7 , ' 7' 7. • 0_5 , tt _,\ , I \__,_,, __ -9,y4. 4V,14 44tett /4 7 J VIVA ' ''II' \\\T__,, ----------——— „ .7,4,..42t.iteitz,, II s\% ,,,,, ) / RhR. • o _.___ • • 71 --, i? _••, "-4//`.1 91 , \ \''-.).-/-:j\ 7-i___ /- ' ' --- -:-,1 •<_, -'%---..---' A'•*;,t4-61.(04 eil itifitiSt:;--___\--'' -_. \I if 4- ,-..„ ..._-..,11,81 1 .40, 0\., ) --, ..___ ,_ ------/f.:-/(IIaillreAlit.-- 6 iti \ : , "N/: ____::„...,7,1\ii-i/1.711.11 jr_____::---_,-?2„,, 4Y.I.4/....„..,:, ,..7--;:slateltielicliptlIO. ge[\\)\/ \ , --------------------qr.'a--,— ——-- : \ ;,---"I'-----" '_ 1 ,_ ��- v `' a'^ �\ ✓�V A I v 2v i % KEY MAP _ ,n c \ �� -\ \_ _____,\ 1\ \ �'�` Ir � SCALE:1"=1000' VAS _ \ (J l O29 �" /'"'Sp �i ---_,„,\`- �,-/ \y . ) _ PR POSED ROADTO13€,__- \—� - --1\�_- NOTES 5 r` INST L_LEDDUR G•P ASF3 \ — V-,_-. / > 1/1 \ -2 �44� \ \\SHOWN REFERE�NCF ONLY _ 1. FOR NOTES AND LEGEND SEE SHEETS A000-C1000191,-192. 2. FOR STORMWATER DETAIL SEE SHEETS A000-C7000600,-602, / /s /.,i=- J� \ !-\J + \ -\\--N,.\\\ -\ -1 /j� `w / -�A//� / 9�4 N V v- 1 • - 1 - -v 5 S i /- \r- r-T \-f\ A ��- LIMIZ OF WORK FO�R� \\-'\-\��" l 1 3. LIMITS OF DISTURBANCE BOUNDARY AS SHOWN HAS BEEN 5 1 / / \ - / ` C_ONT 4� -Th ✓C,-`. \ __� \/ ----- - OFFSET FOR CLARITY PURPOSES. �/- /�-�/- /"'�_ ✓ \ ��/\,/PARKING LD�CCESS-, \�- -\ .-\ \\ / / �`/� Jr/ - \_ \� ram-- \ \_ -\�_\_-��\- \y �'J r 1 ' / ,J y�i� ^`_ \1\ �`l., \__ \ \I-�\., `\\---'/ Approved By: J.Smith /�� /// /.J/ ='� , av' ^\- \\ �/�-�\/-`\\''\\-^- �,;r�\`\\/- \�\\\� 1 Approval Date: 9/12/23 0. r —ice 4,, / *Air -- \` \ -- — --1 �` \• �\_\` -- ,; �= llMLTSOF \ -� ) HOLLY _ 1 /°),\y \ \•..�tip�/ -1-\ \/'-� \\-\�-'\:\ \ -- '-\_\_tom` ,__ i_-�1 SPRINGS — 4 II i / ' / \ )) 1 \ / iVT \ 1 \ I - _ _ \_-_ ` `\, \ `i, . ,_--,- , -,• -,,---- ..,,r, I , \...'-,-Ii \-, \ 7,,,,,...,„„,. \ TREE Pr{OTECTIDN\ r)/� ,\ 1� `\ \- �\ -\� \ -- \N.---, \ \ I i I iy• , ( Mco \ \ \� \ !\\( \ au,\ \\\ l —\ , • \\\ - \� \1„ I T9 0 5' 30' 60' MrI VA A \---\1 v� , Av v-v¢ � A -v� v � vvv \ , „.„, � __ v � v vI v/ � vvA A \ �VA A g� , \ \ AvA�\ VA / A�3\ �-v\,vv-�,NVv Aim ir- \ \ / I \ \ V v _ \ • ,3 1 \ ' \FEN (l'P.) V A A A �.VvA A ( \ \ V v - A ':1,-----, -• v"\ 3 1 Cfi V AAA v � — • v )\ ' � A \ \ 1 v V V R,__ -\ 2> A AA AAAvv � \ VA An n o M 4. v AAVA \ V Q AVAvV1 IAVA V \ V ----NN� - --' .. 1� �� v r 1 v v V v V A A Av 1 v v-\ ) L A V A .., , v 1 �v '1D.YARp v v v I v vv v 1 1 1 vvv vvvv v vvvv vvv \V \V A I\ \V A l ((f A\V 1\ IV ) ) A V A1 \\\ \\\\VA -_/-'1\\\\` v--� 1 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 18AUG23 \ A\ \1 A A IvSI- A ,jC A ) V lv (\ 1 A A \ �� I I\V AAV le V ,V AAA v\w-\� SS' \ \ \ 1 A OcITLET)(TVF, I ( 1 f 1 I I \ ) \\ ( j 1 I\\/ \t \\ \ 1 0 ISSUE FOR CONTRCUTION ZS RA JG JM DP 21JUL23 32j / A l 1 A A A \ > 1 1 1 V 1 1 1 \ I l V I \v y-3' l/Av v\1 �_ 0.4 I I `� ) \ l \ 1 \\ \ \I \ 1 I \\ ` \ I ( I \l 1 \ 1 \\11 �� 1 \!\\ REV DESCRIPTION DRN CHK APP APP PROJ CLIENT DATE t �\ A \ I A 1 1 1' / l' 1 11\ \*. \......... ..ti,._ ,. ki.-0:,... ' \ 1 1 1 \ \ 1 i ) \ 1 ( ) ) ) / 1 1 (0, FUJIfILM \s t /, ) \ \ 1 1 I I I ( ) i / 1 \ /,- A\ \ Di�synth �02990�°' e .. I ) / ) / J 1 \ 6iotechnologies - s'•. U 1 �_ v vv vv v)I Il `lvI vAv v v1 v I r � ) /> I ) `v`v `%?y;Fcfr+s��.�: \ `` I ' ( 1 ) I ( I I ( I I \ / I I I \ \ 11751 Noy Springs New em Rd ///ee--GO\-oS° e N ,� e \> 11 J \Ilo 111 A AV1 Ill I)l II IJ — \ \V NC 27540 Phone+19193374477 18 Augnn2023 — • o• a I I V A I\ I C "emsv 1 / iNl I I //� /'V A v A� FOR CONSTRUCTION w / 1) I V A I t I I ,'A V l^ A A A LOB PROJECT NO 1 I I IIv1v v I vvv ,I y 1) vvwvv Jacobs P20200048 11 \ I\ sue ►- 1 1 A\ 2 \ , 1 ., V / / ,--,\,, \ `� \ I I 1 \\ ) \\ <l I J \ 2 Crowns Point 4524 Suite 100 NORM CMOUNA ARCHITECTURAL FIRM REG.No.50757 \' l grwI ati Ohio 45241-USA. NORM CAROLINA ENGINEERING FIRM LICENSE No.F-0287 1 ` \ \ \ \„ `\\\` ` j\I A. \\ \ Phonx+1 613 595 7500 JACOBS PROJECT No.22FHGR03 1 3 i I \ \\\\\\\ \ ''\\ \ sUBJECi 327 ^ \ \> \ \ \ \\ \\� BUILDING 000 - SITE NA',--.., ! \ A \ 11 I \� STAGE 3A EROSION CONTROL PLAN / ,\--`9: ) \I l !J , AREA 138 ANSI D i I \\ _ \L Y. u ®aslo DRAWING NO 1" = 30' A000-C1000393B 1 A G H J —E —F A I B 1 C I_ D r F I F I G H I J \ I I 1\I\$1 1 1 f i \!)/ ;1\/" \\\/` \\\ \\$ \ \\ h'� !� ^e `' i/////�i \ MATCH E-1009 / \ //Q011 /Nyl y�Q�i�� I 1 $ C$ I ` \, / �;y 'i i / o/ ✓ sp`\--- ;_="` 1 )1 \)cI\II1\ IIII / //// \\\\ \ ; � \ / ry I � - - -/%/ k" / / / II/ ! /i // \ / II1 1 / -_-_,,,,1 0 1 > ,, _ ti 1 l U1I/i \ \ \c \ \ \ S �) Itl//J1J/I //fill ll I {) II ( rIr/ { s2 /I /(� \`c%✓1 v\ j ./' ( / /'`11 1 o,/i-\J �- � „�0 of a ) �\ C Pk r 2/ ( / 1 I i/ \- �`� , ,; J I \\111(\\ E./ I o l /^ / \\\\\ \ ) \1 \ \) l\- p /1/(I---/ �r t ^I\/ -�r�-'�-i / r / / j lj///%il i// 1 /r/ll(l I \ / rl /(I l \ \ (- (d \�-,) / / ) l / l/ 1 / o \�✓7/ l l Y / ' / /j "'T 5\• III ( rVA ('e J \� ��// P- f -,�/ ,-/- J r- /1�v� �I//!//%//(1 /)/// / .I < f l A _l 1 V / 7 / / ( -� L/ J /" �r `) / I/ T/ ( I / -/ , � ` • j V 1 1 1 ( 1 u V A ( \a _ \ i 1 1 1 l/ / / 1 / 1 / 7 Al /l11t11\I\)/r)A1l / /s \'vAA\VA\'A?o1\I\-I_ '//-//-_/-, -r _ 1A J////l//!////r 11 11 / 11/ / ✓ II</ l ) I l i �l A/I /� r' \��/ /rl ( I /J ' (/ ( (l /_/), , \\\\vI� � d ./ �' 7 fr. ��"' �/\\ • V )/)(\\L(\AVA)1V ��A AV A AAA\ \ll\\ I��-_ /% G-/�' ry�s$`� - /✓r�r /(/ .--ll I� r^ii/J/�j///'//j/ /// / ////////JIJIl/) 1/(//l A / / \\1 /-// -\/ /A, �� %1 �.(1 // /-/ /'�///rrl�A� /r� S_l-�� V Ate\ �� 5 r:w Mo �V \ V AV ( \ // ✓111 /f / J//l S // / / / 1 111 I ) l i \ n"M ro \�'�,�i . \ I \ \ \ )� ( \ '\�/^/ //,-,-7 -,/ c,),7,,'/0/'///o//r/)11 /I,JI/1///// (//!,////((>//l/ 11 �r ; l / (-li C\^r_ `// !/ !/ /I/I( /1/1 JJ/ /// •• N \ \\I \�, �0�1.i M/n`O/yl \ �1 ,\\_\ ,.(`"M�ryv,\ \`\-,a1„ I II I .iV 11 � �• — i "'q'VN n l\T o 1 1 1\\\ll +(„ l) /' �,-- /�,✓315- /��i/- /r ///,///>)J7 I/ ( /� / / \ f ) ) \ _-� ^✓\J /1// /// j ,- / \ \ \\J(-)1I �14 16 /i - --- \ `?�"�`• � / MI I\\L l \ ----� / -_ \�- r - t /i//i i///� )ram✓�/)) / // 1///// ` ) / N \ \ � // / / / � lJ I !)I _� _ / '32011 ) I/11� \\\ \ _-�/.. - '' ///i//"-/ r// / /I I // ( / // ( \ I 1 / I \ �/ i \ iJ//ii! 7 1 � _-� - \\ I of �\ \ \ ice'-/� \ i4 //// iJ / - / J/ / > / / 1 11 I n I // OCK-(`L3'P,_�\�� I'3191 d Jl,-l� ��\ 1/� '/J^ ST M4L�/��'"▪310--�`lrti ��/�%�i/%'girl///J�, �// / J// l I ( \ / / )/ ! 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'VlA v_ /,-, , / // !//%% // //-// rr� //-/, 7,- //'- - - , / r / >- , - / /�� i , , r ,/ / / I ) , / , 1 /� V ,� / V 111 I / 1• /✓ / , / /I / / i 0///// /0' /0/ // �i3161'i' I/// )1\ \-///- ,r'i�� /r///// :%J// i / ter /J„//��J/ J�// /, / )// r/ / 10'YARD�-(\ -/ , J � If^ / / �// / / ' 1 I1 ( f ('/(^/' /' ^- '\_7 / \ /////ir/ ///// ///// // 4 �• 1 // 1, \\ l`, ,/ c \1."'r r 15'j� /,, /i„ rr // r-f c / r _/ / I i / I ` , ,- l`"/ / / /''' / / ( / (�-'\� - 31a I 3,/ / > / / I I r KEY MAP � gp� Pn 1//JI f ,I i✓ / / — //70 BE ED/ i/ 313 /////IJ l r ///r/ 1 /l // ,( /''' / -ice/////r i/ / ' / ' /� Y ) / / ' �� / ' -/ / / I I I I / o /' /,_" - SCALE:1"=1000' / // F9 / / A' ' / / 1 / i� / / ,' / ( / ) i - // / DI %./ r,,, )` l -\- I� Jr / /i/ ///i� ! ' / / / / / / /�puV� I @ASRJ 3-DRAINAGE (- / • r l r �-_,"/ .-- / /i 13 / / i 311� ;;i_. ,J v >// I (7> )�// /// / /'BAAlsna11D 9�A9E 7 / r v "/- __ r I I l 11 r NOTES ///////////// //// 310 ./7B9C .,/,/��.1 .mac%/ // •,/,J////3?0//'//�• � // / ^/// ,AREA:TS�A-REV / �' - �\ - - �,.. /aREA:>1.961�CRES , /r l /V)- -/ / // A G) l /I I ( I I 1 A ,320 / 1. FOR NOTES AND LEGEND SEE SHEETS A000-C10001O1,-192. //// /// //// " 309 ///"• I- // 9"// l///// j� / /i'/ / / / A { I y}0 / / I / / /// ,/-i /1/ 1 , / / 1 ) V 1 />' /�v( •// / / / 308 / \ / / r /f / f / ( ( ,/ f' / ,1 / / / \ I 1 / ,,/ 2. FOR STORMWATER DETAIL SEE SHEETS A000-C7000600,-602, '/// //// ///�/ /`� l_ ...2;//,//// y'f /i / r ); / Jl r /\ /_' y -��®�� 339 / / /// 1 /'/ / r' /' ,/ / ( I I / ) I i AND-603. J% 77 a i CMECjf' r -� -/ �� 4._ 51/ l// ///,//- J / , /� l/ / /r / r .2y33 � ✓ ( —� �i----� 1 - 338 ,^ ( i / 1 1 I S /�_ 5 l/// / / / (110/0397/ f�; Fps/iej j -'/ r03� • / ✓ �- 'G• — 'DAM 1TYPr� �)r✓ ," / / , / / / / I / ^ 3. LIMITS OF DISTURBANCE BOUNDARY AS SHOWN HAS BEEN//// / /////.//// I./3 J ( � // i •• / /r 733 �, - -- , — �� ( 1 J / r , r // ,j/ , / ) I ( 1 f OFFSET FOR CLARITY PURPOSES. / l/ //l / l// l/ v r, ( (///� ✓',THEIR :E,•BRT. @ )� / 23d3� / _ 1 - A 337__-i" , /rr //� ' / / �'_/ �r�1 //l 1 1 / 1 --� /// /////// ,4) / 7,- 1 / r //// C4NST 7 ION 0-6T- 'MBU: S ♦ �( \ jr.�_ti _ _ - - 1 I// l l l 1 < �tMs-/ -/ / ) /fAtfi, Y �. N / � �) )— } 336 \ . /l / ITCH i/ �/ r.5 ter,/ / , / J r ) J.Smith l // / //' / < i /J / y A ' ILT E d1/•e4 / -- ..'' �'-' �1�A r r� ( EAN AT@R / /'� / / /� r1 / APPfOVBd By: IllIllll I /, �J. ••/ /ll //lIT .. 4 -•AND''OVID=.1TO S a Vf� ° �� I�� ,�m[ill i1/j1, Il '�/�� // / G •• 10YgRD / �335 lli� ® � //I I r�✓� �/ / i/ /J / /� 1 9/12/23 �o / /r(/,- // • ♦ / //// 1// / / / -/ v _, r _ / / 5 r o Approval Date: I I� _ . / � � / /1// f// A ' // I / / .v` 0 .� \ �. d ,♦, f I i_ /rJ/` -/„ ��/-/--�,31 / 03 I La z' lllll11j1 \� � �/S 1 ///�N{, �� et AP i� �e -' �� '`•a '/ /l /�Z — 1 l ( ( �4 � f / // J l J/ 333 / „�� r j // .-�/ -✓ - �� )llI `� y HOLLY ,l///,ll�i' ,/ (I J/\� N. ® N( ! I ( ( ��'tir� ��332 /� ti �r i 1 s a Q �/ /l// / / 1 J I �� 1 .... I40)®� .� — 401,1� v / -_ _ - ._ ��g� 7_,,,.___„,..„...,, (, i G _. TURFR_EI50RC M I-MAT I ��. �r ♦ �:�_ _ C�� I SPRINGS � � ( 0 012 EQUAIrrT�9@E-- � 1 C./// )C I �• /� 4 I 1 \ - ( ALLED,FOLLOWINGTHE��. // 01 \\ /j •�� ma: • NFLll / r ♦ � �. ( r6�atlionisitts.we' iy/ \ . \ ( 1� \ ' ' r ♦ r 330 / STRl1CTf N SEQUENCE_ 11 9� ER:• BASINI 4 \ )/ / ( /)1 k, 1 O( ) l / //. y� Io1( 1 \.� ®` �\ - �Q�1Aor 329 �� 1��' �� -- �. 4ri' _ J�� i �� /�!/ p � \ 1 ® illr4-i 'I-, A r/ • `�` - /- ////., s/ ��1/lrr/1 /4 i 1 A 1 V A • �.4p - -- /mar 327 c �t - ta�� Y'� / ^A �� fries,I%�' N A1-' � - -1 i,iij/ -'/ ,/ < ((1 ( \ l (. / A V �. t//Y"'� J �\ /�iv �� /r/ ��p ._��/ �Jr 4 d\'so-��/- 5�r - ii'�°�rr/ i( //� O \ I/( \( �\ / 1 / l l/ I � `,I -"\ / i d1_.� 326 . 1 � � � � ��Al, � r /i i'�.�-•\\ PZN�T //° r S / (('"1 I / i-\ 325 i i . / / f / � I C- / r l NO 'Lp 9G /. - til/! v� � *"' l y � l (TVA \�� ) \ # 4F �� -�32q� <��.• ��, .....L ��r 15- ! n lf�� ,:-/,pal /- t)��/r( '14 �' � �r •Q>,F3/ / 1. I / I A IA V -� - - �� -� n �°�� . / /"�V / I ! ^��\ 3 9 0 20' 40' 80' ( / / I r .t.- A\ , !� i_ 32.3\-' _ vw � ��o'//G:!��' \ ��-r�� ,,,,,,,_,,,,,,_c r ,\\\ ( / 1 .� wl \ -\L �� `' �Arti � �i _ e.r �0��-11 { /1 r i , — �j` 1/b i o w�^/ l _'o -, - / I / 1 0 \4 V l� "��i�aY{�.— a22 - ,' wo . • ___ �,.,� ° ot -�'I 'i� v �lw:I�1 , 1 • 1 A1A 11/ ,' , lV ♦ ��d< �.�: �%' �/ / ls( (�, A..�/ ;)�� \� A V ( 1 .� / -- ��,�� 21 ®� ��®��-lTpp) /✓ i/ / �// / 1/I(4�\ i%v/�( /� v�)�1;v TU'Fj{{WW INFORCE NTMAT ) 1 1 , 1 / �32 _ i — ..,a 1 / // -\ I \ \ ) \�\� 3 ('p 500R E9lUAL�TOBE '�1�f�1`, / �/.. �_ Nuke. l ; _ / l�., ��*� �� r / r ,, ,/APPLES 1")/+( \ ��- 3 iIN- LED FOLLOWING T%H- STR-• T I' 1® ) -� �w •• 3,9 �� i ,„..,.„,,,...;_,,..,,,__-_______/„,, j/� f I l r - 703 colR �TION SEU�1U i • ( QUF $( 1 /. ) �l-��, - �- - /�. r ^, v < _ 11 r ( '�(` '•, -� ��f-jam �oli� �"��i I f 11 VA ....... -, -� �� - �/ / � / / /' 4�) )1(t, ll 1 �� •�_ 3 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 08SEP23 id 1\ ,,,,/,, ) <I l J \1�IV A � � �� A/� �_3p8 ( J �'1� - �v/ ,�� j 319 g18 31T 316 315 g1A - / ,�i/� i•,�• ' SPN • r ��• li%l// 1 59'SANITARY/ ' 2 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 22AUG23 1�j 1\� j ( \) \ 4,' ! I\ \ y �� - -\ 317 �� r - isit � - ; -- - • _ J// /'Jli /� i,- 1 -�- ,/SEWER EASEMENT 1 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 18AUG23 (�- 129s\A ( � d� �\Iv, 7 A A �� 316�"' ��•� 1( �- 1 � - - 7:.,, ,- ..v^ •/ �/ /7 • �%% r '/ I -i n �� OC w g� �j �� a -/ z e•• � 1t A l ,' I A _�� S 'i �� . �� - �.T / - i % _� / /i 1\ /� /-//7 i 0 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 21 JUL23 2 \ -I 1 V �° 1 / I) / I \ ^ - 3� dy4 �a �4 _ - i j� • -a j�`:�� ,_' \ / �- w/ 1 r((,1�1 I� , liii►III I1 I Rls RIBA N- 37t '�ii` �` — r ' �' r- —/ —' EROSION CONTROL GENERAL CONSTRUCTION SEQUENCE - A ISSUE FOR BID ZS RA JG JM DP 23JUN23 ,Nv I � /I/�l - Y <�� t �„�u� l \ \ \_ -,,, • - / cc,, -,nh •*•' J- /'��'- - CONTRACTOR PARKING EXPANSION -FINAL STAGE REV DESCRIPTION DRN CHK APP PRDJ CL'ENT DATE / 1 t>I e I 1 1 1 \ \ - 1 / -\� i �_/ /.,. J=/,/ //- /- /- APP APP r ' 41`,� \ `� - - •4� V ,�� °. /� - .}J /` / I / - j 1. BRIDGE CONSTRUCTION CANNOT BEGIN UNTIL 401/404 PERMITS HAVE BEEN PROVIDED. 2 �//'11��11 �� ' / `CJi�"- .•Y r \ )\\` i / r / , ,�/ ^`2. ONCE BRIDGE IS COMPLETE,INSTALL CONSTRUCTION ENTRANCE#2. s N Cp RO a, 2 •�/ /i l _ \ \\ I ) i. 1 A ate, �� i, �C'J�� - ( \ r -( �" - - 3. AREA SURROUNDING THE ASPHALT PORTION OF THE ACCESS ROAD IS TO BE INSPECTED ONCE PER �`...•E Cj'''� \ ‘‘,1 �� ` ��± '�' •///�� >7,/ - - "/I \ / /„/ WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT.PROTECTION TO BE INSTALLED AS REQUIRED FUJ W I LM °2,.,- SS%p' 'Y9 l �� v � r '� I - TO PREVENT STREAM SEDIMENTATION \''' : vA V -/// //' •-A\/ ,A/ -/ ( ,/'- / <> 4. AS THE SITE IS BROUGHT UP TO GRADE,INSTALL STORM PIPE INLET PROTECTION,PIPE END DLfS I1tI1 `028 � / Y / � / ' �� l ( r�-^ ^c �'<�..t - i � � - �•A/ /// (- ,-�- - \ PROTECTION,DIVERSION DITCHES,SLOPE DRAINS,ETC AS SHOWN ON PLANS. INSTALL SILT 6�ore.hxolo ta. ,/ -'' rii•�w (\ �_rJ �i.P� /�� 1 �•� .:e V l)%-1\/',-/ -- - - i // / r- FENCE/SUPERSILT FENCE WITH OUTLETS AND SLOPE DRAINS AROUND SOIL STOCKPILE AREAS ONLY 9 •`•. •; _-�-(- 7 ..,�� •� • �� -/ A _- V/ ,- __--,- AFTER THE SITE HAS BEEN BROUGHT UP TO GRADE AND COMPACTED TO GEOTECHNICAL ''��j/ .'..',� :��0�,`�� /' / \ / 11751 New H01 Rd ';i/F \• + . ,.ems-• - -/ A / __ RECOMMENDATIONS. NOTE CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL Holyo��E. GOA-v�`o�� / . r i // V t (_ �� — - Hwy Shy.,NC 27540 � I • (——_.- / (—— �s�� a • _—— —- j —/,^/A DEVICES AT LEAST ONCE PER WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT PER THE Phone+1 y19 337 4477 —A �_ / Vej ' '//-' — —� ' -.i--——> REGULATIONS OF NCGO10000.GRADING ACTIVITY SHALL BE PROHIBITED IN AREAS OF SEDIMENT OS SEP 2023 •f ,��)� I - >••�. s° � / -r.-r r ,� A- /�^/A_- CONTROL DEVICES/WETLAND UNTIL THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED. FOR CONSTRUCTION I- I f/�C> / -'(-)^` \ l•' = \-j '_ -, -i'_ -_L 5. STABILIZE ALL SURFACES IN ACCORDANCE WITH THE STABILIZATION SCHEDULE SHOWN ON THESE one PROJECT xo: 'C � �..7 jambsP20200048 'i' w \ -RISES BASIN-- --"'-- - \ - S ,• v � t 6 CONVERT ENTIRE AREA BACK TO VEGETATED STATE BY VEGETATIVELY STABILIZE ALL SURFACES,AND - � p95� -- _ •• _ �� _:-r,-��` ..„--,\ "'- REMOVE EROSION CONTROL MEASURES.THIS INCLUDES TEMORARY GRAVEL PARKING LOT,TEMPORARY r r,„ „..i.,� • CONSTRUCTION pNTRANCE#T:UFITJL - �__�,�� v�-- _ - '' -- ASPHALT ACCESS ROAD,AND TEMPORARY BRIDGE.8 INCHES OF SOIL AND SEED MATERIAL TO BE ADDED 2 Cro.n.Point Dms,Suite 100 NORTH CMOUNA ARCHITECTURAL FIRM REG.No.50757 USACETpPROVew IFQFt TEMPORARY -- - �t s- ' / TO ALL IMPERVOUS AREAS TO BE REVEGETATED.GRAVEL PARKING LOT AREA TO BE TILLED PRIOR TOpi•OBfo 45241-U.SA NORM CutOUNA ENGiNEERmG FlRM uCENSE No.F-0287 'N`GF — z/ — —L `Y�- Phone +1 513 595 7500 JACOBS PRO ELT No.22 HGROJ 1 \� > BRIDGE CROSSIN TEMPORARY'--/j'- 1\_ _ �_ ADDITION OF SOIL AND SEED MATERIAL.WHERE ASPHALT IS PRESENT,REMOVE ASPHALT,TILL STONE 1 BRIDGE INSTALLATION IS COMPLETE, / PIA- - / URF REINFORCEMENT MAT 3 BASE,AND APPLY 8 INCHES OF SOIL AND SEED.AT THE END OF THIS PROJECT,THE RESULT WILL BE 0 SUBJECT � rii, l- DO NOT DISTURB INSTALLATION I C STREAM, \_ - - - /\ \ISC250 OR EQUAL)TO BE SQ.FT.OF PERMANENT IMPERVIOUS COVER ADDED TO THE OVERALL PROJECT AS A RESULT OF THIS BUILDING 000 - SITE -,/ i- `7 \r INSTALLED FOLLOWING THE PLAN AMENDMENT. --CONSTRUCTION SEQUENCE STAGE 3 EROSION CONTROL PLAN ,/� Cjjjjj / 7. ALL PERIMETER EROSION CONTROL MEASURES TO BE REMOVED AT THE END OF THE FINAL STAGE { 1 /I„--, - g'P `>- / ��1 V/' 7- INCLUDING BUT NOT LIMITED TO ALL SEDIMENT BASINS/TRAPS,SILT FENCES,TREE PROTECTION FENCES, AREA 13A \ \- -/ , �,!/ /- / ( "r\ CHECK DAMS,INLET PROTECTION,ETC.PIPE OUTLET DISSIPATOR TO BE REMOVED AND REPLACED AT 1,.// - r , _ 3/- THE END OF THE FINAL STAGE.TURF REINFORCEMENT MAT TO BE INSTALLED FROM THE DISSIPATOR sc..;ANSI o: EWING NO: REV: Q^c r / -<o \-r ~�\--1 \` -\ MATCH LINE-013C PADS TO THE LIMIT OF DISTURBANCE. 1" = 40' A000-C1000413A 3 A B C —� L 1 H J 7E A I I C I D 1 E I F I G H I J ,..7 ... ,„ „ _ -- - _ \ ‘\\ 1 • A _ AAA 1 OT $C� AIMS 2 � 'V /J ✓ ......,_.-J \ \\ _r. ,, ,, ,41,01, , \\„\\ e ► 0 li �vvv �I vwvvvv 14, r ) , , -r-PF- . o� - — , _ \\ \ � �� .tea' _ �\ �/// ��' -� h � 1110 tea. i t� � ►_ ��mg;� ��1 Ilbilir 7 11 -� \ .VAS\�\VA\\VA OVA T foit i o/ 0 J %,...:_rc% /� — �� 0�r ��K7: IIIII 1� 41 h� I \ \\\\ �i \ - 11111 / _ ,a --- ---- ,,t Ino HRH � ' 1''� ® sD-z1z.1 1 I�/ - --14 16,r ,� liort I 1 / A 6-1 VcA \ \VA I /1 _� 'vim �\--v r A+' "'-__1_.-(.2___,4,.. , .'i j��•4r -�) V v— �� 1 1 "s?'‘ I I I \\ \\\ I , ---N - / " 40 411118,1"Ag# I 1 I I I \1Ai1\\\ 4 i , , ,.._--_-__z,-1C11:: c�i j i � '�� / �, �N.< vVI I �V A `_-, / - r -=tea, pN' sD-21o1 i i- )II r� _ \ I I l 1 111, ! \.. 5� vim, A �JJ �' V A - / V / sD-210 ice_- %IDSM1BUDING 1 �v �� iri- : i' X s4 1 �`,vv v _ , ®� I 1`11 II %� ��_ . FF 329.0 v Ill 11111�� / h� 8 v/ v � �� N__ �,` �, �I11� 1� I� '/ v v �I sa AA i KEY MAP HVAC UNITS r .. �� \ 3SZ a \__ 1\ \ I SCALE 1"=1000' v - _ /// 1 - C� 1 / v�l_ V � QI l \\ LOCATED ON ROOF -- --�5i.I 1%%%/// ice, / -_38, y --\ \ \ i NOTES vv ALL-BUILDINGS - ��I / / A� - x/ / -) 1 /---350- -2 Air �\ \ _ \\`'l //� - Ate. V-�• 1. FOR NOTES AND LEGEND SEE SHEETS A000-C1000191,-192. (UNITS,� /i�/ j� „SILT OCK('TYP}TO BF-1 * / 3q9 _/ '�`\ \-—�N..\.\^^N\ \\`N\N,N /^, `- - 2. FOR STORMWATER DETAIL SEE SHEETS Ao00-C7o00600,-602, SHOWN %ii ///�/i/ >�/ - �I=MOVED AF"T�R - /� A �� V -v vv-V 1 / / _ --,_ AND-603. i l -i/i/i/ C GRAVEL IS INSTALLED _ 3q8 ��!�. V v -v "' 5 - ---__ �_%� ,��1 z/ii \ _ - ' fr-�3q)15/ `O:�. - LIMIT OFWO�RKFO1R \ \fN\-'\_NNE-'I I� �1 3. LIMITS OF DISTURBANCE BOUNDARY AS SHOWN HAS BEEN 5 \- -_ _ I�� i . 1 /r / A ��- /� - /�1J j �-` C�ONTFA. TO -1\� /......,__ \_;--A N �_--_ OFFSET FOR CLARITY PURPOSES. ��%i' \ /---// / - , / -3qe� � �___i,''PARKING LD-CCE�S^(� -.-.i _ r�1\ n --- - ---___--_-8.- I--1< < \ ! IIII - / '. - 734g �/ 9� - _I �,r`�- _ I_` \_�� /\, _,- J.Smith .I y Approved By: \ \ \ =�� /� 1 //r_�/J < f 4 1' av� ^--, \ ,_/-_- - \\\ \\ , _\/�--.\----, orr:Approval Date: 9/12/23 V - 11__-_-47,-1 . 7 ■ V A 1 111111\. , 1 , 1-- 4) �A� ---- N- /-_ \:---- --_,_-- -v vv t _v=) - "/ 1 - o. _ q _ _ �.. , _ UMLTSOF HOLLY SPRINGS _ ._lit . 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P v v I v `Nx,-\v a` ;vv� �v v,�� v`��v v �� it 0 �� /\ \ \ )SEOUENE FOR GENERA4SE(1UCE \\\ \ / ^\'T 3Z \ \— \ \ \\- \\\ /' ` 1�f�1 , \ L /P�ND EV CasETATION DETAILS\ \ \\ I \\\ \�\\ l\�� l/ \�^�-``��—�\— \_ \ \��. o i� A Iv l �v v�� Av A v VAV/ �1 ��v v �30 — v. 3 -- I i -2:1ASLOp\E V A A� A A .. 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V'•� V A A V Ot1TL�ETI(Tl'p ( 1 1 1 \ / V A ( I \ ) 1 / ',._._-,..\1 0 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 21JUL23 N 7. .": '.'i i i h\\ l I I A l 1 V A A V i A J A V V PROJ CLIENT \ I �� m P,o / \ \ \ \ \ J ( \ t I ( ( \ \ 1 1 1< 1 \ \ REV DESCRIPTION DRN CHK APP DATE vs \ \ 1 V I t J 1 1 t ! A APP APP „oy.V r % i V L v .oT�wu uwn/ 2 \ 1 o. ` \\ \ \ ( \ \ ( \C / 1 ) I I I I I/ '- \ \ s tN CARP"',, v v S .� 1 1 \ V 1 I 1 1 1 / / 1 (t l I V A c FE6§%p•''•,,Y: V 1i 1� \-Ntk•o/kk,,s1&.. ..\„4", � -� v J / AV I 1 1 \ l I ll / ) 11 A I ` ,:, `OEAy��%ice \ v �, ` v A\ a e�� V A I C 1 1 \ V A A 1 I 1 I 1 ) A J A V A 29 �, > \ \ �, Di�synth ; \ - - - - . / °l� 1 A i ) ((l 1 \I I \I AV I I / I / /� / I ) V A\ ;944.....INEf�.�/c�.S \ — — M / / 1. / ( ) I ( I l ( r I I \ ` 11751 Holy Springs New Hin R. Opp f. co\-\-0��• l \ \ _—_ -\i \ w J 1 I( ( J \ \ Holly Springs,NC 27540 m in 7 1 i v vvvv - - --_ --- -- -- v1/ :N/ i e ) v I� vtlo 1 v v a / 1 1 I / --'-vv Peon«+1>t1933744n Aug.7e (SD-204.4( \ \ \\\\\\ - -_\�\ \ M ,g/ / ,-. I \w \I\ C\ as\1 /1 N1 I I //✓ /A\\ ` \\ FOR CONSTRUCTION 25 2023 Mk .. y� _ Q/ �� J_1) 1 I v A ( /III l(\/ / LOB PROJECT NO _®_ _imi_ - :® :�� ;-_ - - � ; I)v( ; vv P20200048 11 :DACES 9''`-,1 P C "�, ,;� / s� . 1\ D-204 - -�\ \ \——— —— — —— q/r.,/ / \ I I ( I I \ I \\\ I 1 J \ 2 Crowns Poiri!Drive, -U.S.A.100 NORTH CAROUNA ARCHITECTURAL PRO REG.No.50757 SD-204.5 r I / N -_ — \'1.1 M/ / / \ \ I I \ I 1 Il CincinnW,Ohio 45241-U NORTH CAROUNA ENGINEERING FIRM LICENSE No.F-0287 SD-204.6 �/ �/ '� (�s. \ — —_--- — —� — —� � A Mee, \ V Al I A 1 / ,' _� �' 1 �----- -N— -- - /M / / ) •- � A / A v v vl v I A 1 i- \ q h I j n J\ Phones+1 513 595 7500 JACOBS PROJECT No.22FHGR03 \ / /--- -- - - • - t`�4, ;y / \ ,� 1 \ \ \ \\\\\\ \-\\ \ SUBJECT r - ,r I le i�=y�� v" ^ /) Vim: A\\\\\�VAA 1 BUILDING 000 SITE �� I � I I I /-- -- ;_ ," v v. •• 1 ( I IAIvI\ STAGE 3 EROSION CONTROL PLAN AREA 138 10 SPACES 6 Sr � �v 11�111I /;_ ;; (" / V" v II ��' ! - - �� _ \ �N/h I \ \ I I 1 SCALE.ANSI D: DRAWING Na REV. ANJI �' I 1�d 7J 1 I I I III ;- � -- 1 ,1 mil r �►' I I 1 � 1" = 30' A000 cl000alse 2 A f- B I C I D I E I F I G 1 H I J -E -F A I B I C I D I pE I F I G I H \I)\ i I Ill, it ) \\\` \ \\ \ �1 M /) �-- ,///(/ ).-1 //,IIIi(1/////l/'3j/ l 7 J6 /AL� I l 13'ALSURFq r �- --,i /, //� ///� ,� 1/l \ �� NOT \ 1 1 1 v l/I 1 , FINAL SURFACE COURSE 1 I I I \ \A , A ti �- e %il of )/(w) Al Il ( I I J / / v/ �A �-r 01 // l)lJI 11/ l ( j ( I A l m ztifs mx Y sY �IV�1J1 1 l r 4 I\"( VI) )I I _ A V \ _ „_/- /!/✓ /• '/ �/// „ ) I( 1//JI/J / /l//1 / I ( /) I ( r / 1 V l✓-- rY e. rr t rre e r � r: _ r I .1 )I1)\,?sVI( o ll/ /�„�i^\�-,\ \C) \1\\ A l ��/� rt)�/ /A/'--' '�/a-/,rs rJ l I/////ir/0////// / l/ / /l (//I l / I I l 1 ' V A TACCOAT0,2100.5 , n . III\1\v AA�IIV\jVy)(\0,i (s )1 A\u vVAv AA s.\ V /7 ��v� V w,,A _� �)/J�(J/��/ '�-// /r/�/)1 ' /--//////////�(I///5' )i/(/11l(f//-(1 / \/ 11(I111V I CI 8"GRADEDAaxEGATE -- _ e - GAL PER 34 5 /IASITA\1 AAVA(\iljl �v v vA<vvo I `(_ 'rJ - �� //)///////i// l ////( �l/ / ` I// \/ ( < 1 ) 1 / BASE COURSE III-III-III-III-III-III-III III_III II , o �� VA\1I\V1 v ten) _/ / ,_�, >' )�/-1/// /////// /// / ( 1 )/J ' / : �� 7C, v v�v1C, Iv 1� o 6_/-- �°oo,--- %-i% --II i� ` '�/////1 i/l/l l ////)/( / ///1/ (l i i// 1=II I=III=III=III=III=III=III III=III- 6 7 1 g I11 9 ®�® / ( /� ) // /// // / / /// 1/ y -11 -11 -i l I-III-III-III-III-III-III-11 i/ C,/ v 1 I v v) v v( , o _ _,_/� , ,y r I ) ) // // // //, I=1 I I-III-III-III-III-III-III-III-I 11= '^ I ;; , _ _III-III-III-I I III III III III III I I I 1 , i� ®41144,81p, �� /�/- /i / ✓ --i,;/ /b/i, //o(r/ )I I /I/ // // r// / / // r 1 L 1011IfIA '� I , � \ \..,,,„4„1) \\ \ \�-' /�- (" _ /-' _ // / ry I / / / ( C / �1Y COMPACTED SUBGRAOE PER GEOfECH REPORT III - ®�® 11111,277 . -N. -^, /.��r../-� /- /.,r/-¢ .j. r-/ / / //l l / / ly / I /I / ) 1 S \ I. L�11N 1 I-- . l 1 \\\I )/^ /"' /-- /^- 315- /- , / / J// /i//) 7 I/) //, /// ,/// , / J (Io\ ) / ) C \ \`-El I. THE FTUL PAVING SHALL BE E4EN WIIN TOP Of WRER. 14______- ®® / / /�/"`�- `( l /// / 3 I/J( ) /// /// // I J / ' ) / I \ \ -- 2. UPON CONSTRUCTION COMMENCEMENT.CONTRACTOR TO INSTALL AGGREGATE BASE COURSE AND BINDER COURSE ONLY. ----- o (///1 44 i►�I\\L1 \\ \ -' -. - - ,- ///i//r/ , / )�/_/ )/lI/-'/ /// // / / \ ` lr 5�` /- 3Z I I I \\ .-- r`^ /- - \--- l / ///////r l/ / / ( / ( 1 I / / \ ONLY AFTER ALL CONSTRUCTION IS COMPLETE WILL THE CONTRACTOR INSTALL THE SURFACE COURSE. I ________�\ 319 i�\1 � �I► \ \-/�� // _-- r/��`/� 2 .r 1i ,/,//// /1 /J �// / // _ ___\\\\ I J 1,l I, (J^/ST1R�A ^/� 3f0--�Cl } %�%//// '/-%/ //J // / ! > l 1 ( J / /)/ / (1 L �\ / \// /J 3. CONTRACTOR TO ENSURE NtERMEWTE SURFACE COURSE IS PROPERLY DEIVATERED DURING CONSTRUC1ON. 1 7 vvvl r •' �' , , ey�FER�'-= / / /// / (� // ., , I / I ( v �/ )\ � '/ ,// �5�TYPICAL PAVEMENT DETAIL _-- - \\ lull • //IG � \ I ,- r _-_,---\I�/�� / /i//�/�/ / // // / / / / // / J ) /r�1 CJ �f!= �\.�'/, �� , 6 =______ 1;I11111111' I ® ! rlf.)) \\IL(C 4 // - (2 - o///////rC ////// r,/i//////,-,//// / /// /'/Js1 / 1 /I rl 1 )" \ /\ I-- N.T.S. 18F - 6 11 Illj 1110, I /(III \T. \\\\ \\- A./ .I' /^ _/,_,, / /,3///24,i/�///-_//„�r///��/,-// /// / //r//i,/0 \ / I ( \ A// r =_=TIIII/ 11/ IIIIf;v,s, cp,, s�6 I // i /ii/ /-- //ice ,i'/,' //// / / /1 --- 1 _ / /. , / „ _ //-- _/ _ / Il 1 11I v �p \ \ ® // ///ll//l/ IIII /I s/' i / lE �vA1 v-/ /. r �� / / /- // //' ////c''/ ////�•�jijlI IIYf 3,--02 /f(//' t l 1- \__Ji/i /�i A I ///,.//.////i ,„.,/, ,s�,�� // /1./J"//'-///� -- / / J) \ -lam _/- J ,- f�/� `'/ t, / // / _/ // / / ( (I y S(^// / vv�.,, �� /////17 /////////// I/ ! 'e 1 // lV A A ( / // V T'- it rl 31y, -// - //.///� // r/ // _ / / - / ) ,Air / /� // _/ // / /!I / /,/ / / / ) 1/( / ( 1 1--�Ar/ - --- / /l ��1// /- i/ �J/ /J j/v r l ® �/� ' �) // i ///l_/ l l// / / i 1 i 1�1 /- , v KEYMAP -.///////// ///// // -sq �- / I L. / / / /r / ( // // / / /r ) - / I I - - / // /// / ///p,. Pq ccj, //1(//J l -j/r/ /,! // / /i , ,yy /j ///i J/// // / /� / r� / r✓ 1 / // v� ltallt: r / 1 / //� // // / / f V I / a r' J�� I� / / I ) / ,/ SCALE 1"=1000' / ////�/////�// /j/' 3116S.o,t G,J l\ l��i/ �� \//l/ //ice/�/ /��/�j/�//j//i j///�/ �, /J �� !r / - \� \ 1v r 1 / // / // , /v) t_ // ( r r /�/r /I( J 11---�/�0' - v NOTES /// //// / /// 310 o78 v /r �J R/ r/%lI J / g2 / / - / / ,- / / / / / / ) / A - / / > /-' / rs /V) -/ / / A G/ / I / 1 I \ 32 /^ // //////// ////Y -' j qC, `- v/ � / //// /} ///�//- / / / / / / r/ V/! I At- \- / /( I (-' / / /A / / // - ) I // ( ) I 1 I /"/ v(� ,, 1. FOR NOTES AND LEGEND SEE SHEETS A000-C1000191,-192. // /// I / // / // /// /6 ////// // /// ' V .. ) � � 1 ////////////// //// 308 /'-/ /-/��._- v/�////, / J/ J..// / // )/ / r / /' /l r A / I/ V ® �� 339 �� - / / // // // /- /// / // / / Il 1 l 1 1 / /^ ✓ 2. FOR STORMWATER DETAIL SEE SHEETS A000-C7000600,-602, // ///� 307 J/ Lr / / / // / 1\ P RKINu LO�T1)HAVE - /-- // / / 1 / J ( f / _/ AND-603. S ON/1/ 1///// /,> / / / / // / ? GRAV L SURFACING'BS-CABC / / _ / //�/ /// 306 J�I•sJ / 1 //7/ / //////�////�/�/.'/)/ /J ) ^/ / 9�0'�j,7�� > /OVER MIRAFI 500 v� (/ 1 -;338 - ✓ i --�� ( <i I I/r/A-S�✓ / r / --i /////// / 11/( I/ I //(" 3. LIMITS OF DISTURBANCE BOUNDARY AS SHOWN HAS BEEN 5 // / I / \ < / // / l / � �� \ / ( 1 OFFSET FOR CLARITY PURPOSES. I/ / //l /.l// // l / ///J // //i /, J A d3 / /'-' 1-/- A� 837__/-' / /J- /r/ // �/ //� v// / /r / / /1 J 1 / I -�, Oh 111/lII II h A. / PROPOSED�R1n E?////1/// //// /// / r / �/ - �?p�`7. ._(--/- r A�)v _ ��j, � � �� --r/ram / (- -r r,��./�,_,7 ,„-__/-�r�/ l / J / 1 t �� /,..„.„ ____/_,_,..„' / / `-/ J / / r ) Approved By: J.Smith ll /' 1 IIII( /Q // o L_ PP / / / I/'� 40'�C25' l / / ) / /V-- 336 / / / / / ) �l lull 1 ,��: 1 F0Uf10A e, �aQ�h��{3'///// J // / / / / �V �/ p+i / / I � -- / -// J / Jr / orl/�/ /lam �� / --)/ - A�� ♦ �335 �� i. �/ i/ I 9/12/23 n ,y / ,o / /// 1 / f// / 1 // \� / -//� r -::::,---� __ 3y /r Approval i ,i,,l„_ c/(/1 /B� / p //l/ / / /) / 1 l� /, � ,334� -/�, ^ 1)r/ / '/�J//�(�__�/� -r✓^ /� If///_ I o Y Rdb1 A v /� t� �/ J��//�/� / /�� Jo a - ///�/�//,/// 1///(J/ �� /o////�Il // II l / �� 41141t 333� Jam_ /I/ 1 '///////// l/l/// / I/ I 1 ®�, i N, / ( ( 1 �� ® - �®- 332 1 •yam HOLLY // / %� /7/ ///I/ J1�), \ ` ®®®� '\ ka, ' I ��`�� 1 ��®!� \ 33, /MU - �� I , �)2,,, / ^/3,0_ SPRINGS // �FERSV ///, ( II ISV / /�� ®• ��' ( r �V(Iyp �� - �I _ ®��®� � ��3.0 �� r/ /�4. IRV v / / 14 A. HALT/ .1�. ® )/ILW� 'J v �� - Am -v-/ \' 4 \ / /� T CI ORP ING �� \ ` 9 D- �' Y ,�r - !�.`(/ 1,/// JI � 1 I7O � ��•.�� - 3 - �� AlliNWINtr _ �7� ) (� �� ' ../� o A A// / ) �. TIT..�'E NE l l �. I� V A - / \ - •tv� �I� -)V I I °v��- //-•'// c V / /////// 2/1, O I l ( ) / A 1 *� r-r- �� \;38 ®� JAI ro � ��jr, �i/ ^ --^l v.. / // J/ / ( I l lr /J ( ( (" \ ) ( \ \ C -- �� SD 702.3 �� ® / J ; �/ l \\) \L�'_\1) f I iii%/// / . �,'/ I/r ( ( 1 I 1 -' l 1 I C \ \ �• J INLET �, _ J/RIPRAR(1PfkON/"'.=�- 5. / / •� I ) / I I /( �) A _ ��'r� - RIM 325.11 / ��" .1WTI,- �/.��i Lr6I110::12' / -✓ " /7,, ,_ / \ /� ( y \ 1 / I l S ��\ / -,INV OUT:321.11(15"SE)(\\ _. J J SD-702.1- .0 M �� ^�JI T#:14, z,/ \_ P 'z'; -, / 1 S^ B (( 1 V I I L- 32 "" / / IC NE5S.18''--i/ 4 VA-� 0 ZN 24/i �l ! \ - (/) I J -,� / (( A4p4k 1 ) A C�� '"'-' � 5 --,/� -J<)/�� ( �� INLETI® / 15/ ��' �� J � C /%/(-'1 AlC�� p G r / ) y \ \ \ / c� 3 -" ' \ RIM:320.66 / ti/ / 3 / CDASS1 S 4)/7/J/ )/1l `' �P.F` // / 11 1( ( A �� ✓ n. 24, ,,,/ �. ♦ - ��' / �V U I / '\l��dV �� S' 0 20' 40' 80' F� I ( Iw V1 �\ 7\. �� /3 / \ �� INV IN:314.64(18"SW� T� �� AV/-G qco//i/ A .,o / / / / 1 ( / ) / Mk. 1 A\ 1 �� :�-7012 32 v-/- %, .w �ii.INV OUT:314.5418"NE /129LF18"RCP@8.20%, �r� / /iG/�"/ / /v 'off - r 1(� r y./ �, 7/ / 1 I \ L ET ��►�i� 2/ E- r �� /....) - s�� / / aLv♦_e�. /�� -rg ' �� I(<_/ l/ Il ti\ r °V A A RIM: 319. / 32 V O �I / / / // �� 1 �S 11 / ( ,v rAe A // S / I VA \ 1/ A -1 A ��INV OUT:315.28 15• ��i 1 �-_.� i�1, �1,K� -r / @050""�� / ��" r-I S/ // / 1, // / ( / I T 701.1/ A4 A ( \ A / -wii 321 '/ -1 111 1 �• •"4q(.F 18 R ✓/ J J/ /� eII) % /- IJ 1//�\ %/�� \ / INLET I / ®� I �� •20illftr , , v „ ....... ,7 L �u / �r5�ll-�0?i V II( S 3 < �F 1 I I l RIM:3NLEliar1 - �V / %- ) p-i - l / / / / �E � /�/( 1 1 3 (I / 1�/ / I 1 / INV IN:30932(15'NE) ��w �- - 0�� r"r �. SD-703.4 ys:I��"1- / 20�0(f,(18"8W) J //�/Jli 12 / ) INV OUT:309.22(15'SW)I ��' ` 1 RCP @3.03/0 ��" - \ r/®.. INLET / I r `1 -_/v H// -- - eN �I C j \ C I / l I ( I r 1 , I ( .Z 197 LF 15" \/_ -` I - /� I1\- SD /l"- r \, p� _ RIM:316.67 r I f \ _ / ri \/ \)) I \ C \ 1 / I \P ) y l �Iw �!-� l I > -y nl\ INLET / / // ! �i/ ) / \ \ r \ L INV OUT:312.67(15"S) f„ 1 317316)1y31? ✓ ,/i / ,, ' / _/ / 111 I I \ J '- \I/ SQ-701\ / \ I `/ '� ) / \_ ( 78-� 1 ^� \ / �' INVIN:315.47(15"NW) ® -/-/ r .✓/ /sgl / - /// I 2 2 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 18AUG23 ( FPS / 1 Is \ _ / /' /-' ,�/ / /� / //i��,i/ ) I n \ Nay ! 1 ( �� -\ 317 �® - / r �� --INV OUT:315.37(18"NE) -r //i / / / /F - l �- / 1, IJV a96� (15J NE) rry� J� �� / / /r i! 12s \ �/.� / \ �� V i /,ice .48 LF 15"RCP @ 2.89%� - -��_/ /1 r may/ / / / / /I r /^ I / 1 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 21JUL23 lam-- S 7 316 �,. _ r ` e lr� „,../. _ I sD7o3s1,A-4, - .p �� / i�� //vim r� r / ''i / vim/// \ ,� It\'s \ �I d , r /�-,- \ _ ) 1 / ' T. /(' l/ / 0 ISSUE FOR CONSTRUCTION ZS RA JG JM DP 30JUN23 I I (dril ,,,i I) 1 ^ ,- . 3 7p INLET An`/,_��/ //., /_ / ) // / / \/ ///1\I a/ a i T y -L/ // �,, 1111't 7 RIM:315.28 f r _ C �� V ) I SD 703.1 d7 � �� //r \//// �'�v r/ I /� / r // / A ISSUE FOR BID ZS RA JG JM DP 23JUN23 l I ( L A INLETS+-2' �► �" INV IN.311.28(15"N) IWI,. ///y/ // - ---/--�/ / T r✓� y RIM 31009 '-7 �- INV OUT.311.18(15"SW) / /'- /I nI,.-- /-rJ - J / ✓ PROJ CLIENT A / �� 1 1 1 �' 5.22%-/ /A ////� 1 ` /11I111 v/ 'J- / - -_� REV DESCRIPTION DRN CHK APP DATE V I I I ._')--.1* INV IN:306.09(15"NE) RCP @ r v-/'/ / -/ // -/ - / APP APP / I 1 ., 1 v v� LF15"R__.._t 35LF15"_RCP@0.50%-v`i- / llle =� / � / ,./ r V A C V Milk( \ v `INV OUT:305.99(15"S) - 92_ - -//. �)))AA /r / / ( / y. ( ) 1 I ) L^ .w ® \°,�/l , A" ^lam__, v / 3 J / I I `1 1 '- /'Y a /�-> \\ \ter / �/ / /- / 1. \ \ \ I - 1 \.`� \ \ - _. �@i _i` i� SD 703.2 �/ /I \ r / /- EESS/0 Y... , < d \\ \� \\ i`�O�G 1 �� -INLET / / 1 / J/ ,- - FUJifILM ��e° • - 1 C v v A A - . RIM N:311. � I_,-��^\,- I /<) !^\ \ 1 - 1 an INV IN:3N.00 15"NE / /" / / / / 299UP`^" / ) r 1 \ / t ,., - g11 c� Di�synth \ \ _ Al _ �' - 1 ,\NV OUT:310.90(15"SW)_1\ / /-^- r / / 6ionechnolo9i.. / / / R1PL PAP 1 //�(- 1 .114 i- - / \' ��/ �/ \�-�/\ � .-/ C J '%:9�jfJ:.........��VG \ Q '� / (' _��_-�`J/ \ -;aD 703 ./�.`- / -' \ / .- 11751 Holy Springs New Nn1 Re p�f. GO a`O y\ I v, J / \WILtTH:}9S// \ \ l(- ` i \ F S � ,-`J- --j^/\ Holly Sp NC 27540 nnmm" 8 Au 2023 ZHI�F41N€SS 18" I �` - / r l l -tPN r ---- - -- Phone+1 919 337 4477 - O L RI RAE APRON / � _ -;0 / CLA 1S ONE\ I /I ♦ _ /1��.�/ / , / -- �4io ,/ �� / GL`gT�-j:`2i-t\�� -,�. ®"'� �-`�/ .v�"r/ <> ! L FOR CONSTRUCTIONMP anwEcr NO: / • I \ L - --TAHICKN€$5:la" __ -1 ✓ ---�5 -- / v/ ��as ENE ,, � .a P20200048 \ `- ��.�, \ `- L �/ -.-s \/\ ( J -- --, C \i^- - - / 2 Crown Point Drive,Suite 100 NORTH CAROUNA ARCHITECTURAL FIRM REG.No.50757 \ `1 ) 1 �I 1I - - \ y / _o Cincinnati.Ohio 45241-USA NORTH CAROLINA ENGINEERING FIRM LICENSE No.F-0287 \ Phone:+1 513 595 7500 JACOBS PROJECT No.22FHGR03 L\>/L/~ 1 \ -� / S/ v SUBJECT I_� "�/ �� :Lr- '�- /- �cL\/ BUILDING 000 - SITE Iv, v i GRADING AND STORM DRAINAGE PLAN ^---� eS_1-\/� 1 / /V/ AREA 13A ANSI scuT a ANSI o: DRAWING NO: REV' 'I �/ v� ,/ 1 A000-C2000113A 2 A I� B I C I D I E I F I G I H I J 1 1 1 A P C D E F G H 3"ASPNALMC \-� VA A \VA IvAA AA II VA • VAr �.4 1 li 11 er - 72.7N �� i 'V / /n �I A/ FINAL SURFACE COURSE I IV A - V A A :1 11 A A V A A A V A V A Ipti 4 A ( t7 :111.11i.-. "o �� I J L:, „ ./ , TAacaTo2Toas SD-212\\\ \\ o \ ��I� \ \\ 1 I ti \\\ \'GAL PER 50.YD. INLET' VA @Iii A A\ �� /�/� //-� - _ RIM:326.7522 VA0,o,' !1 V JA '��-,.' C� 3 4 �58"GRAOED ADGREOAff _ - - - - - - - - - = INV Its 319 84(42"NW) 0=9 _A \ \\\\ 'r \ '94 �C7 RASE COURSE _� �_��_��I-��_��_��_��_��_��I-I� \ a r MrINV II 32 .4(24'SW) aS OJ y • �i-111-111-�11-111-111-111-111�11-��- e I INVI.:32.49(24"NE \ VA a �I�C� ` \VAA � � �� v �� O • � ,� �j, ��l-A��11_1 -1 -1 -I I-I -1 -I I-I I-1 .cam.... :31 2" E)`§ T� \J }. �) SD-212.6 I O/ ys 6 /�...7 :irof I'/+v.i. Elil li=m= aif_iii111111=111_ �� /INV• �� \ a�` \�I,'�\ �pAl , CURB INLET l \- - � � � I �I III III III I I III III III III III I I - E_. . iimmatt • , ''a IIlI 13\ .4I IIIRIM:327.00 11 - • / I^ y r 1 �inra INV OUT:321.78 24"SW ,_ 10 11 12 ` 1Y C011PAC1ED SUBGRWE PER GEOTECx REPORT 'I` 92 LF 4"RCP % pl. ( •) t �� -41' 1. THE FM PAYING GALL BE EVEN MTN TOP OF GUTTER. �328.50'v .50 \ \\�I \ i �/ -- - 14 15 1-6 2. UPON CONSTRUCTION COMMENCEMENT,CONTRACi01i TO INSTALL AGGREGATE BASE COURSE AND BINDER COURSE ONLY. V A VA�L Al A \ \\ V A �` - \ �� AE ONLY AFTER ALL CONSTRUCTION IS COMPLETE WILL IHE CONTRACTOR INSTALL THE SURFACE COURSE / A \`'A�� \ \ A ! v �U�MH-13 .2r�'.A2V VVAVA ):1\--; A� ��..-V �\ , - 3. /�-/ - > \ 20'ASPHAL A \- RIM:327.52 39 LF 24"RCP @0.76�/0- - V A V ( V �:- / / / l��- \3. CON1RACi0R i0 ENSURE INTERYEIXAiE SVRFACE COURSE IS PMJPERLY DENUEFiD DURING CONSTRUC1ON. \\I \ ( _ _, \ ,//- '' // - APRON 17, N:32/.30(6"SW) V A 111 VA \V A A / A. �S-% ,,, // 1 C v-., -- l TYPICAL PAVEMENT DETAIL �� i 91� . ry - �� /v v v ,--v '�N.T.S. 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FOR NOTES AND LEGEND SEE SHEETS A000-C1000191,-192. 1 41 LF 24"RCP 1.23%' / / .1 l (UNITS NOT-_ �.� P � / / I' r i,�^ / ' - v '749 - v A �� / 2. FOR-603. ATER DETAIL SEE SHEETS A000-C7000600,-602, SHOWN) ��I� ,� �/- / ��, �/ �/Ir �v ��v �� / / AND-603. 5 - -_-- i1 i% • I � i-A/�^� A� �" Arr, LIM OF WORK FO Rv l� 1 3. LIMITS OF DISTURBANCE BOUNDARY AS SHOWN HAS BEEN � SD-208.3 ,_%_�I'''' i 1-- • If /� J,- ��„/ \j- /T /j� C�ONTF*&-ro /-.`. - \ --s N ---- OFFSET FOR CLARITY PURPOSES. A INLET I'�� i''� /� / 1' /!--_�/ / `/ /t=34s.�y//� //�yr--i\`PARKING LO�CCE�S�(� \� _-1 �t\\� n RIM:327.50 T_WV - i i I 1 // / /^ --� - \� /. f �/\ �� -�\ -� `• x \ /�`/ _ sD-2oa.a sD-zoa:z; 1 /I r i �y 111', ✓,?4S �,.` (_` \_v - /\,_--/ �- Approved By: J.Smith INLET - INV IN.INV OUT:3Y100.10(24"NE SW) \ INLET \ \\ - „y,p ' e�ILJ 1111 i/-- / �� ' - ^� y \- � \r- - RIM:327.5: INV IN:322.72(4"NW) \\ \\ 1) MH 2 Approval DateAINV OUT.321.60 24"NE _rINV I:3zoAo 1 W •M 327.9 ,i- 11O \ \ _ „A ir,11 E / 8, �� A - 16 SS P850 328.50 II32896 ..50 / / �,. A ,, -- -- -28' GE �fL \ , LI// ! I 11 / / ( / `Cg �-^ i `-PROPOS6D� �`\�- \ \ ` \ ,\\ / � 2.83/.. 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INV IN:319.34(24"SW) I" ® 0\ M\ / \ I \ ( l ) I I \ I 1 I ( ) 1 / I \l I- ( \ \ .Off%"ESS%6"�Y: INV IN:320.45(24"SW) I '! \ �" 1 \ \ 1 I ( / 1 / ( �2:OF 0 qs INV IN:325.32(4"NW) INV IN:324.13(12"W) g I �' \\;1111,„, v •`� ( 1 ( ) \ \ ) I \\ \ 1 1 I ! /J I ti 1 \ \\ ��\ \ FUJ FILM QQ SD-204.6 INV OUT:320.35(24"NE) INV OUT:319.24(24"E) ■ I \__-- ` "'%\qo l\ \ \ \ \ I ) ) \ \ l / 11,3,,,,Ij / / 1 1 \ I \ I �SEA = CURB INLET -\ RIM:327.83 I � v \ y \ \ I ( 1 I \ \ 1 I 1 \ \ \ _ �029 10(24"W) RIM:327.54 SD-204.4AI:316.74(10"NW) \ \\ ' _- `°\ 1 s""w` / -, ) Nb ASAP LT IARE . ( ) / 1 \ \_ Dhoynth ;,• 10(18"S) INV IN:321.29(24"SW) CURB INLET(DOGHOUSE STYLE)T:316.64(10"SE) I1 .=I - _ � --` \a.y \\ / \ \ €IC1AI D�1R F(AC�CEdS / ) / // t I -1 \` 6iorechnologie: .y; IS(12"NW) \ v B _ - / \ \R(�Ab O G VEU. 1 ( / / ) \ ,/Q�N(iINE6R•\aG: INV OUT:321.19(24"NE) RIM:327.50 kP - \ l \ / \ /9 2.00 24"NE I �_ ----A-„--:-_---- - M / 4 / ( ) I 1 l r I I \ ` 11751 Holy Springs New am RE £. 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