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Home My WebLink AboutSW7110410_APPROVED PLANS_20110502STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD f' 0 J l! ? ryx u� • •• C ^��i AREA CALCULATED BY COORDINATE METHOD. - - iv AS PER - _ L5 12.83' N85-18.30-E EXISTING / - i y tmIA (1�'p• t - - :: .:. , V I I I I I °� D�B. 895, PG: 2 ; L6 za2.aa' Noa4r3o'w WASTEWATER aR�A E.o m \ , 4) CALCULATIONS: (IMPERVIOUS SURFACE AREAS:) - I / • 10.66' -- 0° - : - J-27 --- Y45 Lt. o! V ted Swale I - n L7 16.52' N85'18'30"E TREATMENT', STEEL &IS71NG " , + 1. W ;:•:r ';. X =a .: DRAINAGE BASIN 299,693 SF OR 6.88 ACS. - I LS' 28.2T N0419'13"W PLANT BUILDING r " - CANOPY GRAVEL I . � '=� 4-9 50.62' S85i 9'48"W N -t ° 724- 725 128 73J 131 132 133 134 135 736 137PROPOSED IMPERVIOUS COVERAGE. ON SLAB ,' • ' PARKING .. 8 I -86 - ,29 L10 130,59' N0T52'14"W , - -,-- Va - - - - - - I Lti 10.13' S72-56'39'W - - - - - - - o. 0 GRAVEL PARKING AREA: 61,603 SF • CONCRETE SIDEWALKS &PARKING AREAS: 11,840 SF L12 128.42' S0T52'14"EIN s7 „ s AMPHITHEATER (TEMPORARY) TENT AREA: 900 SF \ - _�_ e7- r I - - - - , L13 28.05' 585119'48"W DRAINA E EASE[IiENT PROPOSED F.E.S. CAFE: ROOF AREA: 1,400 SF 15. 0' L14 365.46' SO4'41'30"E AREA= 29,105.:6 SF I 8a CAFE DECKING AREA: 3,011 SF / INV OUT=10.1 - / - I L15 31.43' N8518'30"E / 0. 68 AC. FUTURE RETAIL SHOPS ROOF AREA 1,400 SF / _L,.,, RIP -RAP SPILLWAY ! 4iL 16 218 82' SO4'42'49"E / ON FlLTERFABRIP •' I - BAY U U WATERLILLY q U n\j V CURRITUCK SOUND ' RNA1- OCEAN ta3 L HIL n � CURRITUCK UGH THOUSE srt$ COROLLA VILLAGE VICINITY MAP LEGEND N.T.S. PROPOSED 2' WATERMAIN 2' WM PROPOSED SANITARY SEVER 6" LATERAL PROPOSED SANITARY SEWER CLEAN -OUT PROPOSED YARD INLET On PROPOSED STORM WATER PIPE EXISTING WATERMAIN - -IX 8" NM - EXISTING RAW WATERMAIN -- -Ex 8' RW - - EXISTING FORCEMAIN _IX 8'FM (SIZE AS SHOWN) EXISTING SANITARY GRAVITY SEWER'%I EXISTING FIRE HYDRANT'? EXISTING MANHOLE ®- s EXISTING PHONE and CABLE TV F W EXISTING UNDERGROUND POWER +� - EXISTING OVERHEAD POWER - EXISTING POWER POLE PROPOSED FINISHED SPOT GRADES 16.1 PROPOSED FINISHED GRADE CONTOUR 18 EXISTING GRADE CONTOURS - - - 15 - - - - DRAINAGE DRECTONAL FLOW ARROWS - -'• EXISTING ASPHALT SURFACE PROPOSED CONCRETE SURFACE PROPOSED GRAVEL SURFACE PROPOSED BUFFERYARD TREE PROPOSED BUFFERYARD SHRUB F s : PROPOSED PARKING LARGE SHADE TREE`' r� PROPOSED PARKING SMALL SHADE TREE +v' i+'•;: EXISTING LOCATED TREE ?rr ' PROPOSED SILT FENCE SF UNITS OF DISTURBANCE - - _LQQ - - - -..-.-----�--^=---- - - - - - - - - - ----------------- Ce IM EX /4' RNM EX 14' RNM ` Ot 49 N y M I m Irk'xe,i� 20 _ r5- O a, N CV y OCEAN TRAL - NC 12 = - - r q Y O N `^ a3x'nln (100' R/W) // nyvv Oin _ mY r - : _ - - - -Fe fo'dNra i --- ` _. _ - ' Ex io' Na- .- - �_ -..... �--1 t2_-- _ _- -"-_ -75- _-, -"'1I1'J g' _ iH --_ -- " --_ --- _ - _ - - G `Q'' / '�:+•' H - - `tu' _• • + - �- - • ' . 1 , _ -(EXfSTITPACING AND MATURITY MEETS REQUIREMENT �U&�a 4 n•t " /. 'fi PROPOSED FEN - $ •: `� .y "_ 7.. • Q - + a • . a a . • a • = _ - _ , , C. •` J(•sl' / / L ] j a- r r [ .,'i' c..la1-1 • r . r a . i .1 1. a a :: d d ,r Y •../.,'• • • .. . • i a \ • �?��j • • • •_ • C. • _ • + \ :%•? ' ( W ,T{�dT tP •d ,' l $ '•Y',z - VtI • Q• "INIMUW BUILD r _ - Ct _ • I` J � 1/ P Jj�� 21 t7- -•�,, 1 1/ - �`J 1 1. I _ 1. I I _ _ " :.°' ! - 24 - - 'LO _'� V 6 ,� _ 16 ,.? �• t'� c <'' d t1 , / ..�•"j+ , . i .; , ; ; '. rp � '�r I , � / - - 32�C-� � 3J��r�a` '` 14' t __ A �1, �,' "` - -.,� \ 2t - Q 1 f� � � " '•1 ( �� / M I f �, 4 � d "UP t NIL' .- - -. - . I ; �' `' 27 . , \ • I �\ '. N 4 "�� 29 `\,c \ •'d • • a� • 1 \(/ - \ `_�'`. 23/�tt a� 1 d 4 • _ . I � 12� � ^_ 33 d . • �"�. , ., r r .• , a i \ r t \ fe \ •., r ,LP • , l ,' I PHASE 3 - - - - - ;'. y'�m �J � �� ... • .... • _ .. - . ' � � ---• � � 2 _ _ �� ,v. I Q L• , ........ , r ..' MINK. AREA rOB�iflfitifi ; a•• \ I��C�" ' / y_,. l 2t fs a , / t. 0 COROLLA LIGHT GRADED T�M12E TREC DISTURBANCE • , \ , ,_, ; , • +z_ �' J 14 r VILLAGE SHOPS _ �'. r • • , 25 FU R . • `',' 1 / 22 - . , .6 " 20 23 Y lL • `. �1 4.. J3 j .� _OATH HOUSE 17.8 • " Q ~ s I 1 CnI� 22 0 (( L4y -"-'- , � 21 CO ' % , L F I1 / ,•• �0 OBoc.� `.: +'•.. •• Y �^' '�',' ' C'�, ,'O � �3 20 _ -- t • • `S 888Bp .a' ".'•,: �� 20r �:;" 1 ' x ...--...-.18.5...-... .. - ..-...-...-, . "%• . ,..; F.F.E.18.2 ;, _ tY •. •n•r•.rG- �' Y_¢a L'••h•" .n' .qN• �� ^ryr„ann N - A .�i u'ey i 18. � ..I. 1 a f "��."!rr•. �_ SYOP .3,X v-y. i< - a= Q'� Proposed 310 et V ted - : ; `�•'_: CAFE 48 47 46 [� . 43 - d0 39 i-38 37 8 3 - a j - _ + - 33 321 •31 28 27 128 25 2s a ' _ : ••. - / •••� 1� i [q1�$ - - [ 18 18 18 \ • i`-> F.F.E.18.5' " s r<d 7.8 ', �G+% A •�_ - GRATE • 15.0 _ 't : , , rj IIVVER'f • 16.0 1 ' _ W � ; - - - ' _ -.AMPHITHEATER' _ _ - ` o W - - 17. 1s �,: f LAWN SEATING AREA i i - 'T^ i I , ••_ ( ASPHALT 17.5 - -- - _---_ -- \ ��, I .� �., PARKING t 'm I^ =s ! a c 1 0� t i I p =- v `f ` ';j Y t7` MPORARY TENT \ N I I i'' k ICAL) /t ` SO 51 52' S3 54 55`f 56 58 59 60 61 62 64 g5 �y 67 70 7T- 72 73 74 75..T_,COROLI.A LIGHT - - - - I _ c 17_2 17.2 _ 172 !/ ` 17.2' € - Y ` I 4116.5 /_ - 18.2 r TOWN CENTER, LLC ( - OS P 1 - - ( 1 A.' _. !? �� -"-= -.� t7 a•---�/~-t6 \ �\ D.B. 8 G. 2 14 15r_r. �13. -. 4 - - - S r 1 �rrK GRATE FUTURE .-.. ..-...-...-.......-. ... -... - 13 - 16 \ IIdI 8 8 F.F.E.18.5 WART-• -X4.0 RETAIL I 11.2 I ( - - -- ----r- -- ---- ----- - - ...-..._...-.. -... ...- -..�. - • ' _ I I \ GRATE • j. INVERT • , i � 98.1 W� 13 Y--- ---- - -- 1Z - _ - ` 7a ✓ a _ /E. I , 6.8 14 NROOUTEIS 2B.3 - F - V 1 1 PROPOSED 1.E•9tg of 79 II(i. • 1�- t 1 0 F 3$DPE \ - �� 16 - R -RAP SPILLWAY I I \pq. _ - : -S=0.005 f 17 Proposed 800 Lf. of Vegetated Swale ' - ON FILTER FABRIC - - - - - - ( 14 • m 'BYE t4 x. I'I VENWIR BOOTH ' 1 4 VEND01 WTH 16. 16.3 % _16.3 6. FM - - L=6' w=5' d=1.0' r - T -1 / H o yg. 12 1'; ON FINISH GP-ADE'.' ON F;idH GRADE; "` EX 6' FM - , .-,- , .(6 'TONE) I I I I I I I ~ H 196 O.Op6` /' , 1t3 _ • -i Y•„ Ly.•i .1 +"'?. x i EXISTING I 1 w s= _ 16.2 i -16. ,:' {`.'r ,' i,.i >,•,..� Lx a• FM - • - - - - - - • T HOLDING I I 6 �,.. ITS TANKS ' ` CONCRETE DUMPS7ER i EXISTING -,PAD WN 6' 111 FENCE i GRATE • 15.6 I I ----- I GRAVEL IIi9 IN • 13.3 { \ •y ech-_____-_ OUT • 11.16 w EXISnNG `EXISTING ( 1 r r - - -I I WASTEWA TER I ♦ r -I-- - - 7 I' ;, r/ $ W MAINTENANCE YARD I I I I ( I I I i� 40 Lt. of %getated L _ - - J I TREATMENT f , L -I_ - - J ` 82 YA 15 ^I lseopoieed 'i8 Lt of Vegetated Swale , { k • W PLANT, 1s5 x'1' II'',` t • _ '1 , ,,Y .-____-__-_-___-_-----___\��---_--___-__i 83�f • 10si0_ _ = 51 ( 1541 155 156 �151 - 158 759 ( i6t 162 -n I `� P / _ 1 is2 O.. I60 i NOTES - -. _ ILI paR Arvc �' \ J - \ 7 F" L� - �_ - ` 4 I 8a_ DRAINAGE T LINE TA8 / \ � • •7 Y '• 4 i r ' t - x •.•r :r I � I ` � ( a / i 1 1) PROPERTY OWNER: OUTER BANKS VENTURES _ _ _ _ - ,€ASEMEN LE /� - 1 P.O. BOX 68535 / / I ' 1 6': 1/.5 LINE LENGTH BEARING I =6w 150 tar 1a '1 ta5 174 ras `ia2 u1 140 138 P.O. BOX BEACH, VA 23471 I 1 I I I 1 2) RECORDING REFERENCES: PC "B" - SLIDE 112 - - - - - - - LV 10.00' NB5'1T11"E I I afi 134 PIN-115B000OP2AVOPEN I �/ILLAGE SHOP 3) TOTAL AREA: 299,697-8 sq. 1t = 6.88 acres NORTH EASEME T ; L2 232.8V N04.42 49 W L3 29,56 N329209 E L4 17,09' N04-41 30 W FUTURE RETAIL SHOPS DECKING AREA. 1,000 SF I ,:'• a / R 1 c I ') MINI GOLF SHOP ROOF AREA: 905 SF \ I 1 - .a�, % / / / 1-=8' w-8' d-1.51- MINI GOLF PUTTING GREENS AREA: 18,000 SF , ) A w _ - - - _ L6 (6" STONE) _ -_ _ VENDING (TEMPORARY) TENT AREA 700 SF° c` I i •'-n TOP OF BERM O 13.5 - n '---------------------------------- PROPOSED ------- - ( Y) F.E.S. BATH HOUSE ROOF AREA: 625 SF \ INV OUT=8.0 tu` \ - �0 ? Al {S 13 3' t2 13 : •.` {,. +�Q g6 ~�'�- 14 RIP -RAP SPILLWAY \ -a ~ • .: ' NET TOTAL: 101,384 SIF ` ON FILTER FABRIC -- - - - _ _ - / _- L=3' wa6' d=1.0' 4 r - - I, [t lIWWY EXISTING ON -SITE IMPERVIOUS COVERAGE: (6" STONE) I -PROPOSED CONTROL OUTLET' STRUCTURE ' i 44 - 89 a1 s2 9 sa I s6 9s 99 10o ioi o3 1oa 1os 1aA ao7- 108 a \ 1 TOP=12.5 INV OUT = 7.50 x Proposed Storm hater lumtration BasiII 1 a _ ; 14. 9n, - - - 4. 4.5 _ BUILDING ROOF TOP: 17,000 SF rL101, L,QO o c GRAVEL PARKING AREAS: 10,126 SF 1"'- 90' bottorn'basin, a/ev.-3.5 T I 1 V NET TOTAL: 27,126 SF EXISTING r148 L•F. 12r HDPEJ- CTION "B top basin c0.01 - Y 9.S _ _ MODIFIED TREE LINE ,' g _ MODIFIED "TREE LINE ' / GROSS TOTAL ON -SITE IMPERVIOUS COVERAGE: 128,510 SF Pond r t� / „' r L16 �_ 42.9E COVERAGE Surface - , _ - I 6) TOTAL LAND DISTURBING ACTIVITY 8.532 acs at elev. 6.Ot -- - l00 L12� N a 4 \ _ iS 1 13 7) TOPOGRAPHIC FEATURES SURVEYED BY COASTAL ENGINEERING & SURVEYING, INC. PHASE 2B� 1312 - �--- �1s---7 I a - - _ _ _ _ / I�_ % ,' , • - \ \� - =� I ��c �'\ S MINIMl1AI BUILDING SETBACK-�� o; 8) LOT BOUNDARY NOT SURVEYED BY COASTAL ENGINEERING & SURVEYING, INC. OPEN SPACE- PARCEL BOUNDARY PER PC "B', SIDE, 112 - OUTER BANKS VENTURES \P L N001FlED TREE LINE o z r Z L14 / , / z «1= MODIFIED TREE LINE 9 TIC We / %' (EX #�lA? .\\ // - a g�?5z / T1-RIJDS L('xATEO ON PRo1£CT SITE / { r.AaU1! ..-_ _ / o 0 o / r \ \ / ' `_ � _ , + _ - - - _ , ( '' I �•. It / I, INVs0.7 - / Z m ) / , I` (EXI'oTIHG TREE $PACINGIBUFFEAND MATURITY MEERYARD TS REQUIREMENTS) • \ \', ' / / I ZJ CEM "� �$�ION OF SMRWAZM aka / le 1 i3 - N F- / re ON THE SITE PLAN ENTITLED COROLLA LIGHT -PHASE 10, STORMWATER �, ' N%F N/F J. - - N FJT,. LLP _ -EUGENE F., JR. & LINDSLEY_ D•_ RICHARD E. '[ /F',\,,.. AND DRAINAGE IMPROVEMENTS SHALL BE INSTALLED ACCORDING TO N%F FRANK, III dt 1ERRI L', , D B g30 pG 382 I '� /LT�IALD W. &NANO - - MP _D S. , THESE PLANS AND SPECIFICATIONS AND APPROVED BY CURRITUCK / HARRY J. SCHEPERS RASO Ml)RPHY_ I�RISON 1 j� DEVINE_ _ _ NORTHCAi20LINA'E ✓IRONMEN AL a COUNTY PLANNING DEPARTMENT. CURRITUCK COUNTY ASSUMES NO r D.B. 984, PG. 723 ' D.B. 813, PG -257 - - 117 I D.B.' .65, PG._ 549 _ - - �- - - - D B. 4-76, PG, 350 r A1dNAGEM) NT,C :MMISSION RESPONSIBILITY FOR THE DESIGN, MAINTENANCE, OR THE GUARANTEED '�' /`% 1_ /1 - - - - - - _ - - - - - �% _ - e- - - _ _ _ _ D.B. 353, RG. ,.32 `-DS10NOjcyyA; ROUALtTY I PERFORMANCE OF THE STORMWATER DRAINAGE IMPROVEMENTS. .. CARO< n SEAL < `. 14071 ,R O/NEG o' CARLOS F. GOMEZ, PE s F. DATE Z:1Piojects\P594 COROLLA LIGHT PHASE 101dwg\P594 04132011 sw n se.dwg, 419/2011 7:43:30 PM NOTE. THE DATA GIVEN ON THESE PLANS /S BELIEVED TO BE ACCURATE BUT THE ACCURACY IS NOT GUARANTEED. fk CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. BEFORE YOU DIG I CALL TOLL FREE 1-800-932-4949 `x r 123 r22 121 -� 119 ; 1,a 47 116 115 114 I 1l2 , ° tit 170 Date rV l �/ 2 DATE: SCALE: 20 I I 4 14 11 10- 30 PL 1511 /1J t Storrnw•-terPerrlut No SL :-7 j (C;41C CHECKED: DRAWN: CFG A1MH GRAPHIC SCALE INDE THIS PLAN IS AN INTEGRAL PART OF THE SITE PLAN SET PREPARED BY PROJECT NO: 3° ° is 30 so 120 SHEET 1 STORMWATER & GRADING PLAN COASTAL ENGINEERING & SURVEYING, INC., LASTLY DATED MARCH 24, 2011 P594 OR AS REVISED THEREAFTER; AS ISSUED TO CURRITUCK COUNTY FOR SITE SHEET 2 SEDIMENT &EROSION CONTROL PLAN PLAN APPROVAL AND IS INTENDED FOR USE IN CONJUNCTION WITH THE CAD FILE: APPROVED SITE PLAN SET AS CONSTRUCTION DOCUMENTS OF P594 SW SE ( IN FEET) SHEET 3 DETAILS PLAN � f,_ 1 uch - 30 ft. PROPOSED SITE IMPROVEMENTS. EXPRESS SHEET: APR 21 2011 1 of 3 NC DENR i LEGEND EX14'RUM1- PROPOSED Y WATIiRMAN 2" WM - - - - - - - PROPOSED SANITARY SEWER 6" LATERAL , , _ , . . . ' I . - - . I I . - I .. - . I I - .. .. - . � .. I . PROPOSED SANITARY SEWER CLEAN -OUT . . . . .. . PROPOSED YARD INLET m . " . PROPOSED STORM WATER PIPE . . . - � . - - . - I � . - � - EXISTING WATERMAN - -EX 6" w - I .. . . I . . � . . . . . . . . . . . .. I . , . . EXISTING RAW WATERMAN - -fX Y RNAI - - E705TING FORCEMAN `� (SIZE AS SHOWN) - • -IX 6" fm -� �- -- -- T" - EXISTING SANITARY GRAVITY SEVER • -- • - • - - • - • -- • - EXISTING FIRE HYDRANT tT ._ - _ -_ ,r 1 EXISTING MANHOLE (fl EXISTING PHONE and CABLE TV-0-'ll'""- �^'-- a-" - - - - - - EXISTING UNDERGROUND POWER __#_ I#l- -#-- , ' ` EXISTING OVERHEAD POKER - oe - a - a - a - I 1 `'- . - - . F EXISTING POWER POLE � . . I I ,C PROPOSED FINISHED SPOT GRADES . . - PROPOSED FINISHED GRADE CONTOUR 18 . . I J ' - - - - . . I. I . . I .I - I « EXISTING GRADE CONTOURS - - ., . , r . r . %- ' ------1'f ---- --- , . I. ,. Q r DRAINAGE DIRECTIONAL FLOW ARROWS - -30 '. '. '. ' . ' . . I . I '-EXf/'RMV _ _ _ _ _ �-'-______________-___-______-_-'_--_____-. -__ ''`r--o-' _--____.,__--.-_____--.- Ido 14' RXi1 1 __ II ___ OCEAN TRk1L - NC 12 _ I y "L �- `.� "-- ----- LI / . {, (100 R/W) / / I. L. r- 1a'MN-sr - I --- - _ �rY-- -�_�/ _ -- �. -��... �--�--If------, - .,` ------ - "ra' /' i. _ -le -__ _ - _'�' - c- _ --EK f0 ►- _ _ _ fX Y0.' NA1- �_ : ,, LL yp- - gyp` _ - - _ -------_---� . _1Y- _ _ , , _ _ '-' ��-_ I_ - - -_`-- _ _ _ - _ _ - - - _ _ _ - -,i,� , _ ` - _ _ _ . _ Q mac-., / y,. II 3 -64 C'n^M - Y N in 1+f `�, r3 E ^z�•+� _ I - 0a�',Z0W m= y N N Y (A 4)- I c L . d O N N aRix to M."lo �Jvv UV) 01 Y. `4 N 't`tit•'---_-_r` -____ _ - - '•'i/ -= - \. -- ----- - ,�.� ,� , ?ji, -- i - -3F _`- - to - '{'c'', j P \ 2 / � - 'Q I , \ / - \ %;-1 III( �� y I - } 2 - _ f }y" , `` $ 14 / Q I -1Y.R �, • /' i I ry, 6 C Q '•1 - - - .L / =�, ' �_ O' MINIMUM BUILD _ � Q ys , lw.�' $ _ - 4.•r•. I Y`,�V / r- �, tie / 9 s 21 1 ,. ,v / / I % ,ya EXISTING ASPHALT SURFACE - - _ I ( 27 / `� `^ 34 -/ 29 y� $ e 23 P \ 1� I W • I ] L `� \ j I B PROPOSED CONCRETE SURFACE ' `' PHASE 3 - - . -. ' ,,. y , IT I I �/ \``` P 33 r_ - - \ , I 19 / / /2 � - _ _ \ t� e. Q / ' . Q LO _ - : _ .I L_ _ I New 1 - -MIN_! : AREA T' � EfiA) ; / _? $ I 6 00 PROPOSED GRAVEL SURFACE' COROLLA LIGHT / \� ( 19 '`' r r_ _ \ 1ti ^^ 's GRADED TO �INtiMIZE TREE DISTURBANCE ' ?' , F VILLAGE SHOPS I i I ', 1 z5 FU RE '' 1 j 22 8-__ `� 7 / ' ' ' 'r4 L:•I < PROPOSED BUFFERYARD TREE \\I/' ( �' II \ 20 24 23 Y' lL a� [ r ' 3 j iATH,)IO'USE 'I ;� 17.8 S! �� , • Q " A3 '� - - - 1 _ ,�; ', ry W 21 22 C 20 l y t ��:. / ao 4 o e }c :` '.r:. ,V .. J J%I1\ - - \ 19 \ }\.��A ' _ 6.0 20. ' , , `d d 8 8 3 0.[ ' 4 ,T I I ;. �I , y (- PROPOSED BUFFERYARD SHRUB C,,°� _ \ III`` I <.-- 19 _ , - 20 - " ' �T[ _- '-= - - - �e ,: . - -.18.5 --...-...-... - -r :: F.F.E.18.2 ..p: {{ -,g _._;rt , 1 Ye :tit.'•' { '''r::; •: l.:M .rs�:`••a* r•^. ...I.1 r 4^''•, 't9 `nnraan'-^'aY d' PROPOSED PARKIN HAD TREE ✓ 'Sa �Y� E:, I : .1 "� : is f„, ••• , J : •4: ,. •«: �f ..r'- ,'., .., `� •'<„f t8 - 'Cr G LARGE SHADE EE , {., 1� t{ V % 4i`• +r.-.. �-_`} g 0� _ 0 W / 0 .v I.,r MINE CO C'' . t� r' - r •. ` YOP a r: J � > 8. [�i8. gPR D PARKIN 1R •��.29 OPOSE 6 SMALL SHADE EE a _ _ 4 - - r - - �� .r i .� •'iJ� - f'; w - - I _ > a9 is 47 4e µ - - - Prop 10 at V t.d �� "•. qC1 F.E 18. .a l . ., , CAFE - ' I ", 40 39 38 37 3 34 33 32 r`31 28 ?7 26 25 24 i ;".�, }, r ti / 0 EXISTING LOCATED TREE � I _ _ 16 - 2s \ " ' `' •� / F.E.18.5 `us' A v L- --' _-- _ - 18 18 /^ F, I Y t \'r W f,'4 17.8 - \ c) a _,. GRATE • 18.0 21 r : , FENCE SF - --. 9 \ 1 - - - 4; I `\ Q - my=•16.0 - -;---- 20 •'^_2I 11 W �'e /V PROPOSED SILT F n AS - - - ' ' - - i_�_ - _, ,( a ` I W- - - - _� " - `\'',?:r - / 5�1, _ _ - ♦ a LIMITS OF DISTURBANCE - - 1OQ - - - I . . I - I - I ^ \ W - - - W ie W \" e W - - " " - ' _2 - - - _ _ 19 .Y �-�`.� -� i _ % }..r. GENERAL CONSTRUCTION SEQUENCE NOTES: PARKING I R I - ` -1-- - - - - _ _ - a, _ - - aE -� �• ; �71 / ^Il. 1) COMPLY WITH SOIL EROSION &SEDIMENT CONTROL NOTES HEREON. N/F 13 so s sz` J 53 b4` 55 56 sg 59 so et s2 s4 bs ss \ ' ` �_ 1 '•�' /, - - ~1 68 87 _ -70 -71- 72 73 74 73 \ , . .' 2) INSTALL 2,535 L E OF SILT FENCE AS PER THE INSTALLATIONS DETAILS COROLLA LiGHT - - - 1 17.2 ( 17.2 n. I _ _ _ - I I n,� _ \ ' '� " _ (•� s '_ - - - -I- - _ - - - - _ -- _ 7s 7 ��, 1 .5 w-- s '•' ;' ON DETAIL SHEET 3 OF 3. TOWN CENTER, LLC I _ b 17 17 17 / f7 ' 'Y / 1 -� _ _ �- 3) CONSTRUCT PROPOSED 18.5 SQ. YARD STABILIZED CONSTUCTION D.B. 808, PG. 12 - i `� < - 18 - - - - - - - 18 `. {9 ' /'VsRb�t�-„ 1 , \ a ,/ • 111. .e *i ENTRANCE AT THE LOCATIONS AS SHOWN ON THE PLANS I N_ 16 15 \ 18 I ' "a GRATE • 16.1 - I y TEMPO Yll 4) CONSTRUCT PROPOSED SEDIMENTATION AND INFILTRATION BASINS I 39r: 3. 14- --93. -' '-' '� 'r-"'- " I ` .. , , - 13 18 \ AttD IIi1ET I ; II�ViET_0-1.f.0 ,h I SOILI, 1t _ "., Q2L -.,.-.... ,.,-...-f..-,..- -. I"Tj T • 18.8 1s 1 AND ROUGH GRADE THE SITE AS PER THE DESIGN GRADES AND I I I` -' 1Z___ , 78 "' •-.t 1 .I I LOCATION SHOWN ON THE PER PLANS. _ ` r ' " 13 r--------------`---'----' _ _ 18 6.S . '/ E - - 6 6 STOCS ' . , PROPO58D F.E.S. - - PRO T F.E.B.9 jj i'i I 5 STOCKPILE EXCAVATED SOILS DESIGNATED FOR REUSE IN PROPOSED c ,a 14 1g _ _ _ IN OUT=18.2 _ _ _ _ - - NBC F -` i d t 18.5 I .'.':' %�( • 14A 40 L.F. 12 RDP \ ` , � ' 5 7• I SOIL STOCKPILE AREAS DEPICTED ON PLAN. I ,; C 16 16 RIP -RAP SPILLW4Y I 79 i `\ ' 1 17 Soils I I \�, I, 9=0.006 / , % \ ? - 6) INSTALL STORM WATER COLLECTION PIPES AND STRUCTURES - ` - `` "' -- Proposed 8B0 Lf. 13f VaBetated 81fe1e ' _ON FILTER FABRIC ------- - I 1� a cpi 12n gT)YY 4 v: ;''' 1 4 \{ 1 1, "?' I I i ,'' ,'. 1- ` - - _ - eX 4• FM - . .L-W w-s• d-1.0' r -r 1 t'-/ N o >c• -. I,. ,' i . , , - 1 7) INSTALL RIP -RAP ENERGY DISSIPATERS AT END OF PIPES AT PER � - z,� ,. _-+ fX 6' FM - ' . ' - ' - - - ' - • (6" S70NE) I I " o 196 p5' • r 'rI. , •'y I I SPECIFIED AT THE LOCATIONS SHOWN ON THE PLANS. , . . , ; " _ _ _ _ - `' I II i I 1 EXISTING 1 I I I 11y 11 S,0'0 113 ,:i , .' _ - 18. ' ^ % \ _ ` 16 . i t •:i { f I I .,. L �j_ JJ . I_ . - �� - - �� . . - I 1-•I-------•-T-� - 6,, f `T, nn'^/:.'•� % I, 1 ♦'Y r:. I 8) CONSTRUCT PROPOSED BUILDING AND SITE IMPROVEMENTS PROPOSED -r! HOLDING I I 81 "`'"'` f ' 1 : - BY THIS SITE PLAN. \ ,= -.EX 4" FM - y,.. +. • ' >- • _ ,. y r ,l' 9) FiNAL GRADE THE SITE AS PER THE DESIGN GRADES SHOWN ON 'THE _ - - PLANS. � , . , - I w _ � _ i, ,. -:�- -fX 4"FM- - ' I L�J LI- -_ TANKS J- J L-J i' ',\ `'` -_t,� _ ) 'T,.g l.�. -S i4_' -a .i+J" .1.:. 5. ,'I N 1 , j�%�. g 10) PROVIDE ALL NECESSARY SITE STABILIZATION AS PER THE SEEDING I . I - GONCRE7E DUMPSER 1 EXISTING "� 1 YdRD iNLR1 } _ / . ,>, •_ -.1- . `" 1 MULCHING SCHEDULE ON SHEET 3 OF 3. I I -L ;.r+',: I I/ �PAp (NTH 6' K009 FENCE GRATE • 18.8 6 -I',,: 11) COMPLY VITH SOIL EROSION & SEDIMENT CONTROL NOTES HEREON. \ I ` � ` _ ----- GRAVEL \ , IVY IN • 18.3 < ' I / " : \ .%11 ; ''.'•;' ----_11 I %1 T -FY`s feu_ \ '` - _ _� / � 1 , OUT • 11.18 \ t' i \ � `` - C -.1 I _ - -TEXISTING I ( - - - ' ' \ ` W ' \ \ \v� � • 1. jI I. �'� EXISTING r- - T I I r ' W 1% r- I * 1 SOIL EROSION &SEDIMENT CONTROL PLAN NOTES: / g: "-e: wA r VA S E4 TER + _ _ _ - _ � ' MAINTENANCE YARD I " 40 Lf. of V stated "'•^'� ' - - I I I I TREATMENT 1 %� 1 1 1 is ' 1s ;.:, ; 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS, I " • , ' N8C I L--__1 I 1 ( �1--I---� i a2Ya igT�-_ \ 11 .� t8 �� 2) FLAG AND/OR ROUGH STAKE WORK LIMITS. 1" \ I PLANT To • 13.5 - \ � I ' 3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR. ENGINEER. - -,� soils -- -- ---��-----------_'I t • ; 1st s4 rss 0 ` se ts1 1s8 s9 180 1st 1e2 i e L J 10. AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO STAR - _ - - S&iALT - , \ , _. I / 1 _ _ _ \ , - 152 R. - - 1 . OF CONSTRUCTION ACTIVITIES. 1 _ _ _ -6.0 _ _ _ 4) INSTALL SILT AND SAND FENCING ®LOCATIONS SHOWN ON PLAN ' - I- ' - / / /� PARKING - 5) COMPLETE CLEARING AND GRUBBING PROCEDURES. ' ' ' ` / T� / • , ' ' • ' • ' • �,, ,\ 6) GRADE SITE ACCORDING TO PLAN 1 I I i L I ' I 85 W ,', 1so 149 1a �14s 7) ALL EROSION SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY - - - ; / . = - - . = \ W . - , r _ NeC I m soils W I 0 I AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE LLAGE SHOP r ' - ' 1n IMMEDIATELY. I I I - - - - - ,'' i N �_14 ; 14+-. 8) NO DEBRIS WALL BE BURIED ON THIS SITE. ` NORTH EASEME EXISTING i �' : _ 1 ' ' - - - Propwed Landaoape Island - (1y`y.) 9) ALL EROSION AND SEDIMENT CONTROL, STORMWATER MANAGEMENT AND \ I - - AS DER -, TARD IN ,' .3 1n - _ _ _ _ _ _ - DRAINAGE DESIGN SHALL BE IN ACCORDANCE WITH THE NORTH CAROUNA . , I I. 1 , 1 . I I I I I 1 DIB. 95, PG: 7 r WASTEWATER •\, GRATE • 1$.0 m \ I - , 'm' / SEDIMENT AND STORMWATER REGULATIONS AND WITH THE CURRITUCK COUNTY , . , . ,, I - _ _ _ ,�_'_ _ TREATMENT / STEEL £X�STING • I p 0 10.55, - °D _ ` ` J 145 U. 01 V ted Swde CODE. . , PLANT BUILDING x �- - -12- - y _ ,y I 10) EXISTING UTILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE ' ' ' _ _ _ _ : _ _ CANOPY GRAV£1 ' - -■ N.. 124 123 2z 128 - - t37 131, 132 133 134 138 738 137 INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE ON SLAB r' ' PARKING - $ I 88 ,z9 1- GOVERNING UTILITY COMPANIES (3) THREE DAYS PRIOR TO CONSTRUCTION IN j ' ' e'- - - - `- - - - - -' --- - ORDER TO VERIFY THE UTILITY LOCATIONS IN THE FIELD. 'A II I 87 - - - 12_... .- - - - - - - 11)'THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT _ _ . 12.0 - . ALL EXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY AND ALL \� �I I -i _r_ r 8 �' DAMAGES DONE TO THEM DUE TO HIS NEGLIGENCE SHALL BE IMMEDIATELY AND PROPOSED F.E.S. • ' . I ,� COMPETENTLY REPAIRED AT HIS EXPENSE. � / I , ' r INV OUT=10.1 i " RIP-RAP-SPHIWAY ' �p4 12) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE / ' I ' - RI UE IL - `V 9t45144 139 143 ,'14h tat tb 138 I 4 F,,,4T 1 N'e 123122 121 -- 119 118 _t7 118 11.51112 III 110 $01 � i 1 _/ fl R F BRIG , . 1 . I.- r , ' cc - ` - \ PERMITS, INSURANCE, BONDS, ETC. REQUIRED BY LOCAL, STATE AND/ OR `• I - - 111 - - - - �/ / /� / / / • . t-S' w-8' d-1.8', . 1 : 4, tiry A ,A \ ` l / FEDERAL AGENCIES NECESSARY FOR CONSTRUCTION. \ \ - _ (e" STONE) :' OJ ,A , -9 , ro 1 I r - - - - f` 13) PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS PROPOSED F.B.S. I '-"---------- --------- ------- - ' - \ I \� �. n 0 BERM 0 13.5 t3 . n 3 - - % 13 ------ ; r p oj�`�- 14 � \ ��` OTHERWISE DIRECTED BY THE ENGINEER. \ INV OUT=8.0 W -0 -c \ \ 14.) PROPOSED AREA TO BE DISTURBED IS 290,121 sf - 6.66 acs. RIP -RAP SPILLWAY . I 12 I 14 / -- 15 ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY \ ON FILTER FABRIC ` _ I C F E ; - i 0x 1i li Z_1�10_snl_, 1 ,8 I •) L-3 w-6 4-1.0 I - - -- -- --- - -- -- - -- .4 • - -- -- -- - - -- , Z , - _ _ I - - t e DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE THE (6" STONE) I PROPOSED CONTROL OU LET STRUCTURE a ' - 89 9, B2 r9 94 9e s8 99 10 i- 1_03 10a 105 'Ob �07 tos 9 ._ PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30) THEN TEMPORARY % I TOP=12.5--INV OUT 1a 7.50 x I I N Proposed Storm hater InliltratioA& Basin 1 - g° 1,' li - _ 4' VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL o 8 tottom'bosln- e/ev.=95' so`-' � _ _ _ _ _ - THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME 1''' - - "- - - - - s - w _ _. - i 1 PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT .. " top bas)n ele - - - FX/SANG 48 L.F. i2 HDPE�- CTION -8 ' _ _ _ _ _ _ Nei VEGETATION SEEDING SPECIFICATIONS (SEE PERM. &TEMP. SEEDING SPEC'S , _ - \ - - _ _ �' sc is THIS SHEET.) pond 0 01'/ - -oloo 95 _ Y - -- \ NODIFlED jREE LINE, S MODIFIED / \ IBC . - - _ _ _ ` TREE surface _ - _ " --- -- I - ' sec - � , ' S' - , _ 16.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS Luu , ` , , > < - '/ Ay , \, . - ' '� - DURING CONSTRUCTION IN ANY LOCATION ON THE PROJECT, ADDITIONAL SAND B/aV. 6.Oi C 1 17%�3 - soiiS / ' ' i t ' ` \• ` _ ,\ OR SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PHASE 2B j �, 1312 �- its`-� I - / _ S / \ - - ' ' i PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL j L - s - - - - _ - 1 ` -5' MINIMUM BUILDING SETBACK ? \:: :� ` ' - I 11 THIS SHEET. / OPEN SPACE / / vL - -_ ,.- - - - , .-� / F 0- � r- - `} . -, r I 17.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, % OUTER BANKS VENTURES \�" i t u 7 MODIFIED TREE LINE _ i a 1n MOOFlED TREE LINE \ a 8 ' - -:'� ` 1 ' .� I ` r 5`, \ MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE / f' x, PUMP ) \ in sirF6�I�+ / I i \ \ - / / "�, \ \' 4 I ', r ESTABLISHED PER CONSTRUCTION SCHEDULE: 7 / f r, STATION k / , _ _ 0�c /"4p ' \ \ / / o / �" = = - _ 18.) STORMWATER CONVEYANCE BY SHEET FLOW DESIGN & THROUGH GRASS SWALES �' / � U1 • \ _ - te- - - / >� r \ \ _ _ / AND DRAIN PIPES. NBC t _ _ _ - - ' I ,/ 19.) CALL FOR AS -BUILT SURVEY. soils f � . � N/F FJT LLP \ ' I - N/F \ - J , =3 = � - - _ _ _ N/F `�;, ;\'� - �.: „' '.� /; ; +' N F EUGENE F., JR. & UNDSLEi' @._ I RICHARD E. _ / EROSION AND SEDIMENT CONTROL MAINTENANCE NOTESF`, / FRANK, III & TERRI L , , I ' _ - 1 - - DONALD W. do NAys�SL - - _ / ' ' / .� i HARRY J. SCHEPERS I - - - RASO D.B. 930, PG. 382 MURPHY_ RISON - \ ' ' ' 1.) PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND j - - - _ _ - - - - i - - - - _ ` ' 117 ' ` . _ _ 8. 785; PG_ 549_ - " - ' - - D B.?E _PG 350 _ _ SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY RAINFALLS. 1 r D.B, 984, PG. '723 D.B. 813; PG 257 - - _ -D. _ ' f D.B.3.53 PGA 53.2, ` \ I - ------kT------- - r PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER- DISPOSAL _ _ _ \` - , PRACTICES. IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. I 119 - - _ =I18 - - - _ _ _ _ _ r - - - - �- / '' I ' PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT �- -� l t 118 pHAS 115 �` CGULLIES ONTROL IS AN LAN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION NOTE: 2.) ALL EROSION AND SEDIMENT CONTROL MAINTENANCE SHALL BE THE THE DATA GIVEN ON THESE PLANS IS BELIEVED RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION PHASE AND THE TO BE ACCURATE, BUT THE ACCURACY iS NOT PROPERTY OWNER THEREAFTER. GUARANTEED. THE CONTRACTOR IS RESPONS/BL FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, 3.) PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES AND DIMENSIONS OF THE EXISTING UTILITIES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND PRIOR TO CONSTRUCTION. IF A DISCREPANCY A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS iS FOUND, WORK SHALL CEASE AND THE ENGIN OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF NOTIFIED. WORK MAY CONTINUE UPON ENGINES CONSTRUCTION OR DEVELOPMENT. NOTICE TO PROCEED. / \ \ BEFORE YOU DiG I 11-11 CALL i0LL FREE "" i-A00-632-4949 NORTH CAROUNA ONE CALL 11 I w _/ fl R F BRIG , . 1 . I.- r , ' cc - ` - \ PERMITS, INSURANCE, BONDS, ETC. REQUIRED BY LOCAL, STATE AND/ OR `• I - - 111 - - - - �/ / /� / / / • . t-S' w-8' d-1.8', . 1 : 4, tiry A ,A \ ` l / FEDERAL AGENCIES NECESSARY FOR CONSTRUCTION. \ \ - _ (e" STONE) :' OJ ,A , -9 , ro 1 I r - - - - f` 13) PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS PROPOSED F.B.S. I '-"---------- --------- ------- - ' - \ I \� �. n 0 BERM 0 13.5 t3 . n 3 - - % 13 ------ ; r p oj�`�- 14 � \ ��` OTHERWISE DIRECTED BY THE ENGINEER. \ INV OUT=8.0 W -0 -c \ \ 14.) PROPOSED AREA TO BE DISTURBED IS 290,121 sf - 6.66 acs. RIP -RAP SPILLWAY . I 12 I 14 / -- 15 ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY \ ON FILTER FABRIC ` _ I C F E ; - i 0x 1i li Z_1�10_snl_, 1 ,8 I •) L-3 w-6 4-1.0 I - - -- -- --- - -- -- - -- .4 • - -- -- -- - - -- , Z , - _ _ I - - t e DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE THE (6" STONE) I PROPOSED CONTROL OU LET STRUCTURE a ' - 89 9, B2 r9 94 9e s8 99 10 i- 1_03 10a 105 'Ob �07 tos 9 ._ PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30) THEN TEMPORARY % I TOP=12.5--INV OUT 1a 7.50 x I I N Proposed Storm hater InliltratioA& Basin 1 - g° 1,' li - _ 4' VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR PLANTING UNTIL o 8 tottom'bosln- e/ev.=95' so`-' � _ _ _ _ _ - THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME 1''' - - "- - - - - s - w _ _. - i 1 PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT .. " top bas)n ele - - - FX/SANG 48 L.F. i2 HDPE�- CTION -8 ' _ _ _ _ _ _ Nei VEGETATION SEEDING SPECIFICATIONS (SEE PERM. &TEMP. SEEDING SPEC'S , _ - \ - - _ _ �' sc is THIS SHEET.) pond 0 01'/ - -oloo 95 _ Y - -- \ NODIFlED jREE LINE, S MODIFIED / \ IBC . - - _ _ _ ` TREE surface _ - _ " --- -- I - ' sec - � , ' S' - , _ 16.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS Luu , ` , , > < - '/ Ay , \, . - ' '� - DURING CONSTRUCTION IN ANY LOCATION ON THE PROJECT, ADDITIONAL SAND B/aV. 6.Oi C 1 17%�3 - soiiS / ' ' i t ' ` \• ` _ ,\ OR SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PHASE 2B j �, 1312 �- its`-� I - / _ S / \ - - ' ' i PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL j L - s - - - - _ - 1 ` -5' MINIMUM BUILDING SETBACK ? \:: :� ` ' - I 11 THIS SHEET. / OPEN SPACE / / vL - -_ ,.- - - - , .-� / F 0- � r- - `} . -, r I 17.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, % OUTER BANKS VENTURES \�" i t u 7 MODIFIED TREE LINE _ i a 1n MOOFlED TREE LINE \ a 8 ' - -:'� ` 1 ' .� I ` r 5`, \ MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS ARE / f' x, PUMP ) \ in sirF6�I�+ / I i \ \ - / / "�, \ \' 4 I ', r ESTABLISHED PER CONSTRUCTION SCHEDULE: 7 / f r, STATION k / , _ _ 0�c /"4p ' \ \ / / o / �" = = - _ 18.) STORMWATER CONVEYANCE BY SHEET FLOW DESIGN & THROUGH GRASS SWALES �' / � U1 • \ _ - te- - - / >� r \ \ _ _ / AND DRAIN PIPES. NBC t _ _ _ - - ' I ,/ 19.) CALL FOR AS -BUILT SURVEY. soils f � . � N/F FJT LLP \ ' I - N/F \ - J , =3 = � - - _ _ _ N/F `�;, ;\'� - �.: „' '.� /; ; +' N F EUGENE F., JR. & UNDSLEi' @._ I RICHARD E. _ / EROSION AND SEDIMENT CONTROL MAINTENANCE NOTESF`, / FRANK, III & TERRI L , , I ' _ - 1 - - DONALD W. do NAys�SL - - _ / ' ' / .� i HARRY J. SCHEPERS I - - - RASO D.B. 930, PG. 382 MURPHY_ RISON - \ ' ' ' 1.) PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND j - - - _ _ - - - - i - - - - _ ` ' 117 ' ` . _ _ 8. 785; PG_ 549_ - " - ' - - D B.?E _PG 350 _ _ SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY RAINFALLS. 1 r D.B, 984, PG. '723 D.B. 813; PG 257 - - _ -D. _ ' f D.B.3.53 PGA 53.2, ` \ I - ------kT------- - r PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER- DISPOSAL _ _ _ \` - , PRACTICES. IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. I 119 - - _ =I18 - - - _ _ _ _ _ r - - - - �- / '' I ' PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT �- -� l t 118 pHAS 115 �` CGULLIES ONTROL IS AN LAN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION NOTE: 2.) ALL EROSION AND SEDIMENT CONTROL MAINTENANCE SHALL BE THE THE DATA GIVEN ON THESE PLANS IS BELIEVED RESPONSIBILITY OF THE CONTRACTOR DURING CONSTRUCTION PHASE AND THE TO BE ACCURATE, BUT THE ACCURACY iS NOT PROPERTY OWNER THEREAFTER. GUARANTEED. THE CONTRACTOR IS RESPONS/BL FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, 3.) PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES AND DIMENSIONS OF THE EXISTING UTILITIES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND PRIOR TO CONSTRUCTION. IF A DISCREPANCY A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS iS FOUND, WORK SHALL CEASE AND THE ENGIN OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF NOTIFIED. WORK MAY CONTINUE UPON ENGINES CONSTRUCTION OR DEVELOPMENT. NOTICE TO PROCEED. / \ \ BEFORE YOU DiG I 11-11 CALL i0LL FREE "" i-A00-632-4949 NORTH CAROUNA ONE CALL 11 I w I -- -- --- �__--------:�--"---r-_.-J" /'li4 ,j I'�� .--''' ,, JCi.m Im GRAPHIC SCALE INDEX THIS PLAN IS AN INTEGRAL PART OF THE SITE PLAN SET PREPARED BY 30 0 18 30 1 60 120 SHEET 1 STORMWATER & GRADING PLAN COASTAL ENGINEERING & SURVEYING, INC., LASTLY DATED MARCH 24, 2011 OR AS REVISED THEREAFTER; AS ISSUED TO CURRITUCK COUNTY FOR SITE SHEET 2 SEDIMENT & EROSION CONTROL PLAN I PLAN APPROVAL AND IS INTENDED FOR USE IN CONJUNCTION WITH THE ( IN FEET ) SHEET 3 DETAILS PLAN APPROVED SITE PLAN SET AS CONSTRUCTION DOCUMENTS OF THE I. inch - 30 1L °ROPOSED SITE IMPROVEMENTS. U)I1-4 i a I �] 9 Lu '•G o 1 Iv c z I 1 I tj N�Itl � . a A I a " r I I 9 I 0 6 O - m V 1i•11 TWI I chi t 1 mi o A R a A I _ 0:1 1 0 ail 0. � 2 DATE: SCALE: 4 14 11 i•- 30, CHECKED: DRAWN: CFG DSN/MMH PROJECT NO: P594 CAD FILE: P594 SW SE 2 � 3 ZP.Pnljects\P594 COROLLA LIGHT PHASE 101dwg\P594 0413-1011 sw n se.dwg, 4'1V2011 6:40:11 PA4 t �- - , - : J: --- - - - - I 'I', ' -' ' II S - ` - , - - � . ' I . I _ _ -- _ , _. ... _, . L . _ _ .. _ - _ - - .1 1 b I _ ... _ . -' , _ : - - - - - r TRENCH WIDTHS FOR HOPE I SQ. POLYLEFIN W/ U.V. INHIBITOR / CAST PIPE 5ZE TRENCH WIDTH' IF.ON / GALVANIZED STEEL GRATE. 15 34" 6" RISER IF REQUIRED 8° 39" 1 zx 24" 48 SLOPE TO DRAIN 36" 78" ' S-_OPE TO DRAIN 49" 89" . f _ - �a-- BACKFILL W,' COMPACTED SOIL. FINISHED GRADE F - 24" SO. CATCH BASIN UNIVERSAL OUTLET - R FINAL BACKFILL '' \\\ ,� - V„RIFC - � f =; '.r _ , .. :ORM WA _ D RAI N PIPE -:! ME"ALLIC LOCATOR TAPE I (COPPER WIRE ABOVE WATER LINES) BELOW GRADE 1 INITIAL BACKFILL I r UNDISTURBED SOIL TO 12" MIN. ABOVE 41PE P = 67 STONE (SEE NOTE 5) HAUNCHING I (NO BEDC'NO r FOR WI LINES) 4" BEDDING Z. (NO BEDDING -�� PIPE GRADE FOR WATER LINES) - 6 a0 of PIPE 6 + --��-MIA'!MUM SIDE CLEARA6'.^,E 12" ao. ov RPE 1 2. MAXIMUM SIDE CLEARANCE FOR HOPE SEE TABLE NOTES: 1, FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING. 2. NO ROCKS OR BOU-DERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN :NON -TRAFFIC AREAS. TRENCH BACKFILLING REQUIREMENTS FOR HDPE 6" MINIMUM--1 NCDOT #5 CR J57 WASHED STONE-/ uDu TEs; 1) THIS DETAIL IS APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED, FREOILENT INSPECTIONS OF THE CEVICE ANC TIMELY MAINTENANCE MUST BE PROVIDED, 2) NCDOT #5 OR 457 WASHED STONE SHALL BE USED. ENTRANCE TO BE 50' L x 20' W x 6" D AT A. MINIMUM. 3) TURNING RADIUS MUST BE SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDEC. c UTILITY AL COAT' TI N 4) ENTR ANCE(S) SHOULD E� LOCATE. TO PRO`.10E FORM J1ILITY B1' L oTRUC Oi VEH. CLES. 5) ENTRANCE MUST BE MAINTAINED N A CONDITION WHICH WILL PREVENT TRACKING CR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY (BEEP SOME ON SITE;. 6) ANY MATERIAL WHICH MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATE-Y. STABILIZED CONSTRUCTION ENTRANCE N.T.S. 3B NOTE; REFER TO GENERAL STAPLE PATTERN. GUIDE F)R CORRECT STAPLE PATTERN RECOMMEN.:IATONS FCR SLOPE--.NSTALLATIJNS. EROSION CONTROL MATTING DETAIL N.T.S. CULVERT OUTLET :D BACKFILL PROFILE N.T.S. PLAN VIEW INtERT ELEVATION ( SEE SHT C4) CRGSHED STONE SQUARE YARD INLET !�. T. S. NLET PROTEC'ION GEI4ERAL fiOTES: 1. UNIFORMLY GRADE A SHALLOW C:EPRESSICN APPROACHING THE INLET 2. DRIVE 5 F00- STEEL POST 2 FEET INTO THE GRO�LND SURROUNDING THE INLET. SPACE PDST EVENLY AROUND THE PERIMETER OF THE :'NLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIFE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEE_ POSTS AT THE T`P, MIDD-_E and BITTOM. PLACING A 2 FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT T5 or #57 STONE) ON A 2:1 SLOPE YIITH A HEIGHT OF 16" AF)UND THE WIRE, AND SMOOTH TO AN EVEN GRADE 5. ONCE THE CCNTRIBL If G DRAIN43E AREA HAS BEEN STABILIZED, RE`.1OVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVAMC''dS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND CCIER. 24" ® GRADE I INLET GFATE CONCRETE INLET SDX ,SEE DETAIL SHEET C09) steel - \\ \ \ 0� past 9 GAUGE HARDWARE CL-T.H\ `<�' �_. 19-guage hardware cloth 1/4 6.'ESH OPE'd/NG) �(1/4 mesh Opening9) �\ \ V�ANCDOT #5 or #57 Ri � A r. , washed sLDne 22 r LLL I �_ �` \_ NCDOT #3 OR f57 O WIDTH VARIES WASHED STONE Eq�K T �� Maine=nonce: SL Q,J>``R.aDe Rl>�cJ Inspect inlets at leanweekly and a`ter each significant rainfall event. Clear the mesh wire of any debris or `J GRADE other objects to prcvide adequate tlow for subsequent rains. Take care not to damage cr undercut the wire ES - E';, mesh during sediment renI Replace stone as reeded. N PROPOSED TURF `x1ATTIIVG �\ SILT BARRIER FENCE FOR INLET PROTECTION SEE DETAIL SHEET 1 OF 2 TYPICAL CONVEYANCE SWALE N.T.S. CLASS A RIP RAP (-6" DIA) WHERE REQUIRED ON PLANS N.T.S. ROADWAY CULVERT DETAIL N.T.S. Z:'.Projects\P594 COROLLA LIGHT PHASE 10\dwg1P594 04132011 sw n se.dwg, 4'19/2OI1 6:42:10 PM1 RIP RAP APRON 15" DIA. GALVANIZED z w COF,RUGATE3 METAL 07 STAND PIPE W/ TRASH RACK >- w TOP=12.50 It= 12" HDPE P'PE OUT=7.50 [-('A" c 3;1 VEGETATED m STAINLESS STEEL TRASH RACK SIDE :S-OPE TOP BFRM .3.5 MAX. OPENING-(typ.) 3 "BMP" - INFILTRATION BASIN a 1 OVERFLOW ELEV. = 12.53 3:1 VEGETATED it SIDE SLOPE 4! BOTTOM OF BASIP, = ELEV. 9.5 148 LF - 12" HDPE P PE S=0.OII. BOTTOM=7,50 OVERFLOW STRUCTURE DETAIL N. T. S. 4 I Y: �3E-SLOP YED SIDE- _!i -- SlDF SLOP ___________I PLACE EROSION CONTROj.� 13 MATTI r IF BASIN 1� SID E SLOPES ARE LESS {l' / t c \%3________________ Y_______ 35'DF GRADE L. r- r77 6 --z iI n 20± / � __ _ _ __ ____UNDPSTUFBED GROUND BASE � i -- OR BACM:=ILL -s'- 10 - INFiTRATION BASIN ' __ BOTTOM ELEV. 9.50 s _ ------------r----- --- --;------------- ----' --- ----- - ----------- SEASC',AL HIGH WATER Tt BLE BASE) UPON "A?A C6' DEEP LAYER OF CLEAN SAND Ir FROM SOILS REPORT PREPARED BY EDWN ANCREWS AT BOTT-iV1 OF INFILTRATION BASIN 8 ---� ' __ 2.0± VENT SEASC'.AL HIGH WATER T.HLE ELEV.=7.2± - SEPARATI ----------- - ------ - - 71 SECTION 1INI "BMP" INFILTRATION BASIN N.T.S. 19 GAUGE HARDWARE CLOTH (114 MESH OPENING) 4' MAX. / FILTERED WATER III CULVERT 4' max. 3' v t filt-red, wcter, , b b b b SIDE VIEW / NCDOT g5 or #'57 washed scone NCDOT fe OR #57 - - - - WASHED STONE - FINISHED GRADE TOP OF ASPHALT PLAN VIEW OF BASIN B' max. standard strength fabric With wire fence I 6' max extra st ength fabric witiout were fence steel post ' B"-24" 24" wire fence 13" B" down & 4" form and 24° aleng the trench : 24" SIDE VIEW , w:re fence X-II 7 steel filter fabric HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL N.T.S. Iu 9 a 7 7.54 I 6'± 1 12'± I 110'± 1 2.0'f 10.0'± 1 7.0'± ! 1.8':11 4.0'± 1 7.8'± 14 J J------------------------------------- F PLACE EROSION OONTR 13 MATTIN3 IF BASN SIDE SLOPES AR LESS - // _ THAN 3:7 IN GRADE. {y V , �� TOP OVERFLOW=12S0 12 ` I 12 n t7 \ -90 LF - 12" HDPE PIPE '\�UNJ':STURBED INV FIRE=10.01 S=O.CDS'/' 0 _ 0 -- OR BACKFILL - INFILTRATION BASIN 1'0 f i �' BOTi_M ELEV. 950 1 "e 1. ATON / 4.E PER C TU R41E i.,RYcY BOO+ • 1} Mx>30N/R DEER LAYER OF CLEAN SAND u:xv uo vo In/MIN SEA; ONAL HIGH WATER TABLE BASED UPON DATA 6 148 LF - 12" HDPE PIPE AT BOTTOM OF INFILTRATIOP: BASIN ,iw "I - ILO NIMR oR u1033 n x. FRO`,i SOILS REPORT PREPARED BY EDWIN ANCREWS j- 2.0± VERT. FT. & ASSUL;IAIL5.B SEA_ONAL HIG WA T BOTTOM=7.50 I SEPARATION H TER AB LE ELEV.>:7.2± 7 7 SECTION "B" "BMP" INFILTRATION BASIN N. T. S. IND£ i SHEET 1 STORMWATER & GRADING PLAN SHEET 2 SEDRAENT & EROSION CONTROL PLAN SHEET 3 DETAILS PLAN 24" min plastic Or wire ties :Ural ground fabric natura' ground 4" mi^ UPSI 8° min ackf:'1; trend'h. and come thoroughly CROSS-SECTION VIEW SYNTHETIC FILTER FABIR (TYPJ W X !n n. N F COMPACTED 4" WICE x 8" DEEP FILL TRENCH. EXTEND SILT FENCE_ TO BOTTOM AND O-POSITE SIDE OF TRENCH t� .CCJ Ol-YNbM a.0 I �E O. K >;E 2 O 0. DID =3[NN N Y 3 i.i I O a: 3 = N In g s}w�C4 UV1 OM) « Y CII U �i vt � 0 z rZ fs7 ISOMETRIC VIEW SILT FENCE DETAIL N,T.S. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED x ACCORDII TO THE F:DLLOWING SPECIFICATIONS: w 77��1�yy�� "�p,�Tpr�+ r�.PF,T�g�®�q� `}�p/'r7�gr� JCJGJL41VJIt ilI� VJCJWIdJGlA811'�Yl'® IIS'iI�YLJC`1/'1L`6t91L�IL �7JCAiJG1lL'nON F� Vfi SEEING DATES: APRIL 1 - SEPT 30 SEEDING DATES: OCT. 1 - RAARCH 31 SF-D III RE APF' (CATION RAT /a R SEE? MIXTURE APP_ICATION RATES/tCgF w � EA -NA 50 LBS. RYE GRAIN 175 LBS. CCMMON BERMUDA- 50 LBS. 'UNHULLED) FER-11ZER CERMAN MILLETT 15 LBS. FESCUE 20 LBS. 10-10-10 01000 LB 'ACRE �1 1 PER TI 17-R U 1 26-13-1.3 0 50C LB/ACP.E j Mom(,. H APPLY 4,000 LB/ACRE STRAW. ANJHOR STRAW APPLY 4000 LB/PORE STRAW. ANCHOR STRAW I BY TACKING WITH ASPHALT, NETTING OR A MU -CH B" TACKING WITH ASPHALT. NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET A\CHORIN^^1 TOOL. A DISK N1TH BLA-ES SET :'rEAFLY STRAIGHT CAN BE USED AS A MULE=H NEARLY STRAIGHT CAN BE USED AS A MULCti 41 ANCHORING TOOL. ANCHORING TOOL. 6, BE, CH ORA0 I SFRG AT 6" O.C. GENERAL. - FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED-HROUGH SITE SPECIFIC SJIL TEST'NG. - SATIS-AC-ORY STABILIZATION AND EROSION CONTROL REQUIRES A COK'PLETE VEGETATIVE COVER EVEN SMALL BREACHES IN VEGETATIVE COVER CA"•I EXPAND RAPIDLY IF LEFT UNATTENDED. A SINGLE HEAVY RAIN IS OFTEN S'.,FFIJENT TO GREATLY EN ARGE BARE SPOTS, AND THE LONGER REPARS ARE DELAYED THE MOFE COSTLY THEY t.I BECO:d E. PROMPT ACTION WILL KEEP SEDIP!FNT LOSS AND REPAIR COST DOVVN. NEW SEEDLINGS SHOULD BE INSPE:TEC FREQUENTLY AND MAINTEIJ.ANCE PERFORMED AS NEEDED. IF RILLS AND OULLES DEVELOP THEY MUST BE FLLEL, RE -SEEDED, AND M,_CHED AS SOON AS POSS.BLE. DIVERSIONS MAY BE NEEDED :aNTIL NEw PLANTS TAKE W H OLD. V 0 MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE WEAK OR DAMAGED SPOTS MUST BE RELIMEE'. FERTILIZED, MUL-HED AND RE -SEEDED AS PROMPTLY AS POSSIBLE. FEFEFILI2ATION MAY BE NEEDED TO MAINTAIN PRODJCTIVE STANDS. W g� 4 DATE: SCALE: 4 14 11 in- 30, CHECKED: DRAWN: RAE111�f CFG D9"W PROJECT NO: THIS PLAN IS AN INTEGRAL PART OF THE SITE PLAN SET PREPARED BY P594 COASTAL ENGINEERING & SURVEYING, INC., LAS-LY DATED HARCH 24, 2311 OR AS REVISED THEREAFTER: AS ISSUED TO CURRITLOK CCJNTY FOR S''TE CAD FILE: PLAN APPROVAL AND IS INTENDED FOR USE IN CONJJNCTICN WIT-i THE P594 SW SE APPROVED SITE PLAN SET AS CONSTRUCTION DOCUMENTS OF THE SHEET: PROPOSED SITE IIAPRCVEMENTS. 3 OF 3