Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
168-02 Oversized Plans
WOVEN FILTER F g 3 0 x _,.- �._ .., SEDFAENTATION AND ER&SION_C4NTROL NOTES- STIyEL OR WOOD POST 50' MIN. A, NARRATIVE AND SITE DATA 1�m ____ .. __ .. ._s_ __. A THIS Stl?� IS A 10.3 ACRE PARCEI OF LAND LOCATED IN THE .TLANTC TOI#NSi°IP OF uBuc s REET �- DARE COUNTY, NORTH CAROk3NA `.}+ E TOPp{;RAPHY RANGES FROM 14'+ TO VARIABLE AS O+REGTffi BY THE ENGINEER •-- _ 7."t ST T I ""�----_"ALONG THE NtiRTF+WE.s; uf>ktNER OF HE PROPERTY. -FILTER FABRIC EXISTING GROUND z B. CONSTRUCTION SEQUENCE; PLAN, SOIL STABILIZATION FABRIC 1. tNSTAL!_ SILT FENCING IN AREAS AS SHOWN ON LA AND OTHER U UNDER #5 WASHED STONE AREAS AS REQUIRED TO PREVENT SEDIMENTATION OF DITCHES, �kE 2, CLEAR AND GRUB PARKING AREAS. REMOVE VEGETATION, ROOT, AND OTHER MA`ERIAL_ THAT MAY AFFECT FINAL PARKING AREA STABILITY. +` + 50' MIN. 3, INSTAL STORM DRAINS. cv _ — O cyC� SIN 4, PRGiiDf TEMPORARY STABILIZATION VEGETATION AS OUTLINED BELOW IN DISTURBED AREAS ALL TEMPORARY 4FGETATION MUS' BE IN PLACE WITHIN n�E30 DAYS OF LAND DISTURBANCE. 5. CONSTRUCT PARKING AREA, UNDERtJT7iNG AND REPLACING ilNSL1'*ABLE SOi S J CR�j AS ENCOUNTERED, V f"rdN�3 \ 6. PLACE BASE COURSE, CONCRETE GUTTER AND ASPHALT' PAVING. ANCHOR SKIRT 6� MINIMUM F. �.✓ � ' 7, PERFORM FINAL GRADING AND APPLY PERMANENT VE.GFTATiON AS OUTLINED Bft,Otk, jj TIMES PRINTING CO, INC. _,. C' STABILIZATION: D.B. 732 PG; 647 1 FERTILIZER: APPLY 3,400 LB/ACRE c.ROUND AGRICULTURE IN LIEU OF BURYING SKIRT, 6" OF i p. a LIMESTONE AND 5 LB./ACRE 10`-`':0- 10 FERTILIZER- TOP DRESS \ a ix,/ACRE N#TITpuEN. I. FILTER :FABRIC FENCE SHALL BE A MINIMUM OF 32 IN WOTH AND WASHED STONE MAY BE USED : _ _ �.__ 4O p S r r , t R •TRAM Y TACK N"' Mp ts"F`' N .. 2. MvLCH, ARP;.Y 4,OD0 k-B./.ALwE STRAW. ANCHOR 5 B S G F R Y OVER TURNDOWN, ¢6 .AF... QQ ANCHORING NETtAL NOTES: SHALL HAVE A MINIMUM 0 6 LINE WIRES NgTN r2 STA.. SPACING, 0 k � R Q. f. I :NTH ASPHALT, NETTING, OR AMU+,Cii ARCHO..,NG TOOT.., GE NO S, ( tnl tG g}t gEp P \ SEEDING, 2, WOVEN FILTER FABRIC BE USED WHERE. SILT FENCE iS TO REMAIN NOTES: i F g t1Cs p t� v i 1 tI L�p►A ky aE Y• ti s' t TEMPORARY vEGETA„ON, IF TEMPORA.R, SEEDING OCCURS FOR A PERIOD OF MORE THAN 30 .DAYS; % f Irk FO N t� + WINTER, o RN R F APPLY ? LB,/ACRE R - / OU , S DURING t�N,_R, EAR_Y SPRING, G, O rut. 20 LB / I A STABILIZED ENTRANCE PAD OF }5 WASHED STONE OR RAIL ROAD BALLAST SHAt 5E LOCATED WHERE x D, C µ„mow"" a_ (} r K3;NTUCKY MSCUE GRAIN. ,F TEMPORARY SEEDING OCCURS DURING SuMME�'- 3. STEEL POSTS SNAG.. BE 5-0 IN HEIGHT AND BE OF THE --- TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET, 9 J v t : 8- ^, r STEEL OR WOOD POST 4# d x _ cikN O c4_ ✓ APPLY 40 LB./ ACRE CENTIPEEDGRASS, TEMPORARY VEGETATION MUST _� / W: y e 7. yk it P , l,f SELF FASTENER ANGLE STEEL TYPE. r- .✓ A c Y 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONi M Y BE USED AS A BASE . OR THE CONSTRUCTION ENTRANCE. ! , 4_ E # n P„E . A "AND DISTURBING ACTIVITY. a �•F k`n � _. I �� UU+z� G G � BE AP ut,G 4kiittlN 30 DAYS OF � ND OIS RB 4. .WOOD PASTS SHALL BE 6 TO FEET IN HEIGHT. AND 3 TO 4 , , 4. + y T APPLY COASTAL M X CONSIS .iwv O 4� fl. T r � __- ---- Q �.--- � a� �� �` I �1. PERMANENT 'kGE ATIpN. L 3. THE ENTRANCE SHALL 8E MAINTAINED +N A CONJiTIpN skFiiCH VtU. PREEN. TRACKING OR FLOWING OF SEDIMENT Q �r k Q ws �Ga I AN t ACRE GERMAN Mrvl.ET. N W DIAMETER. WIRE FABRIC SHALL BE FASTENED TO U F 3 x 0 ENSACOl;A BAH,AGRASS D C 5/ E INCHES L i F R ONTO PUB IC STREETS OR EXISTING PAVEMENT> T=iS MAY RE DIRE iERipD+C TOP DRESSIN WITH'ADdrT+ONAL G ----, ✓ - M 1 ; LTER AB IC G G __, � IN NE£N APR,L ANO ,f4ll. ,5, Rr,F_rtT,..Z._ � � T ,, r'a �,- t. � ly �-Y' e ' r ,� APs�I Y PERh+ANEAT SEE�7 G BE , POST KITH NOT LESS THAN WIRE STAPLES 1-1/2- LONG. STONE AS CONDITIONS WARRANT AND REPAIR C?P C, ANOU. OF ANY MEASURES USED T TRAP SEDIMENT. S G r? !� } WOODENiI�E f.E ES v.� eta Y_ _ �F x ( c1�,� � tr t�!`" k, r ! ..-✓ a �, i-•TNE. FOI.i.OVANt; APRL WITH 5Ct i8./.ACRE NITP,CI+:,E#�i. T ., r s T COMPATIBLE SPECIES : r x % C @ PERMANENT VFGE ATION SELECT STONE BE USED TO BURY SKIRT , WHEN SILT - FENCE � �' t $ t< tr ,... ,.� DOING, IF # EQ�tiriEO U .3c E ,. C 5. WASHED ON SHALL, S 5 E : t- , 4. ANY SLO,MEN7 SPlLt.4;7, aR(�PEd, WASr±£0� {iR TRA„vCLO ONTO PURL#�, .,TREE't8 MLST 9f: REMCVEO �MMED/ATF.�Y. t �-- } '`� ) I F /, r k a ;; PERMANENT' - 1YPE� INSTALL M*H LONGEST DIMENSION PERPENpIGUwAR 7 ACHANNEL,CREEK POND, - tY ADJACENT TO C E£ OR 0 D. S USED D P AN N S # — O ERM .. SEEDED tr. � 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN -- :- 1 • -r ry • � • „ A�" s. TO THE SLOPE AND STAPLE t NECESSARY; ROLL. SOO WMEDiATELY :AND WATER To I r I,% f . i e � WASHING IS REQUIRED, ,T SHALL BE DONE AN AREA S_:ABI�.rZLD WITH CRUSHED STONE WHICH DRAINS. INTO AN � ': x -'' - �E`w + ` l , 6. TURN S#l.T FENCE UP SLOPE AT ENDS. p T \ x - " CN\N /. % i j } APPROVED SEDIMENT BASIN SEE STD, NO, 3Tl.ltF3 , M .sN"i NANCc \ x r C A FABRIC + U WITH R MESH CENTERED POST MAY cJSE, - i J t C - 7. WHEN F S USED WIRE ME 8 ENTE S BE 8. SOIL STABILIZATION FABRIC SAS SPEC+FrEL BY T+tE. DESIGNER; SHAD. BE l,SEC. + � , / V-5 \ C3 t c T' c C - r t. CHECK TEMPORARY EROSION CCk1TROt. DEVICES AFTER, EACH StGNIFdCAN: Rr NFA L rr 7. COOT MAY REQUIRE STANDARD COMMERCIAL CaAL DRIVEWAY STD, 10;24 !St IC.25 .0 © _. MAINTENANCE0 S. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY / -- v R AN REMOVE SEDIMENT BUILD -~JP AS NECESSARY. J.LT�.�..- ,. _ �,R � ,..._ � ,- y. , AND B+ NEEitL. REPAIR DaF ACCESS THE CONSTRUCTION SITE IF r .E DRIVEWAY d5 ON A THOROUGHFARE, M P AGENT Y V'I�`' �- .,.• ! ' : H � T # t AREAS AFTER EACk SIGNIFICANT RAINFALk, EVENT. RILLS AN#. GULLIES RESPONSIBLE ARTY pR HIS AGE IMMEDIATELY AFTER EACH R . E..k S AB r_ ZED R �' -.E 2 MUST BE: REPAIRED RE -SEEDER AND M:Ii.CkcED AS SOON AS POSSiS: RAINFALL .AND AT LEAST DAILY DURING PROLONGED RAINFALL. J CC3 DEVELOP. } K k C ti CI.E pr I NECESSARY UN77L NEW PLANTS DEVE�OP. Li CON57RUCTI N)`RANCE ^� �.. j.N �• .� � Y R N A I ��� ��.�., '(P 4« S 0 EM. ,.NARY DIVERSIONS BE ANY REPAIRS NEEDED SHALL BE DE IMMEDIATELY. �__ / }tl ANCHOR SKIRT 6 MINIMUM p,S ID E- RE j}1 y L� G p00 J G VE BARE SFfdIS trt'J 7 6E IEL+MED„ FERTILIZED, MULCHED AND RESEEDED AS PROMP"i+.}" P 7 M OTA O t l V, 5 PRIOR N.T,S. G M , x POSSIBLE. RTI ZATION MAY BE REQUIRED: TQ MAN AIN PROiDUC , E fi,, t,".. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE _ RIOR TO THE END + gQ. R AS U YEARLY REFERTILIZATION L# / ip PERFORM ROUTINE MAIN TEN ANCE(+NC.JD+Nu MOWING AND CLEANING OF ROADWAY D#AY OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. , r x SWAI.E) ONCE NAL STA,84LICA1110N HAS OCCURRED. y 3, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT % � pC��� ��N� �' F THEY T WEN DEPOSITS H { TRACT I7 i THE NT.'N'� OF TN1S PLAN 15 FENCE SHOULD BE REPLACED, ,. E MUST BE REMOVED E OE OS TS READ APPItdX HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN + ti ,� fdltVfM3ZE 'HE EYTEN' AND DURATION Of DISTURBED SOIL EX fJSURF. f. k4 t PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM pC� 4 PROTECT DISTURBED AREAS FROM STORM WATER RUNT, fit} k _..- STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE: TO THE EXISTING GRADE, PREPARED AND SEEDED. -- MAINTAIN LOW RUNOFF VELCUTIE'S tANG PROTECT AREAS WHERE THIS IS NOT r 1; SS'IB,..S t, 0 ,� 5(1NG OPT - s} RETAIN SEDIMENT ON STE WITF4 SILT FENCING AND 51LT i7AMS. Aci£ t3 E , (p1HC' x.. TkO • !'HIS PLAN .REPRESENTS MINIMUM SEDIMENTATION AND EROSION CONTROL MEASURES. x PPS APO cP1 8U1 - WttGF O�ys ut a Y T�'MP4�,A$,Y SILT FENCE � eat o. f j' t-.,.. ' . �� ADDITIONAL MEASURES .Es ;,N� DEuces MAY stM'REQv#RED As cpr+5lRucTT€�I PRv r Enx�.. N.T.S.��6`OG 4# .✓ pU i^i} x dip 1q' y ' N/F I eP Ro OCEAN COMMERCE PARK CONDOS �o e� AA�g G gyp,, D.B. 190, PG. 714 x G Al'A. , NE , r ,✓ -, 333 TRACT C ss , � r , „ < . , , , - _ J S 9 \, Q gppyf_x ,,..' TRACT A LINE TABLE �K ��.. x,,.. r/ � BV�L � Ga x' i f cps o- ; r , ,, x g�,R ES j: ; _... 10 ,. . f NE LENGTH BEARING L1 5.49 S70'30'00"W ( L2 36.93 S26'03'59"W 1� : , � � .c �1 s >�aER M ��oj�� LAY ,�p�sE .•t � �, e� � —' . x -�. ~'" � � � � �4 _—?g0 c v �o , • ..�. �" �- i TRACT D 1p �,. 00 ., ..,,-. _` '� ., WAG x• r i' 5 RUi31 ' a ✓ i x / Ul) .. � A��� ` •�... , ( /•� l� 1 , '� x'' ,ate'""., ,. -,. V" *. \ i • 4a1.6i+�4 'y Y:. sf NAG �r CGA k�^� '., dy. f' t��'/x ^�„r'• l� v. 31�9yL ��j1J+." VAG GIYEN x r, p9eQ x ' �e'" = CITY BLOCK 11 - FRESH POND BEACHES -0 NC FROZEN FOODS, INC, l t •y fin• ._, ` /�^•�yy id i,,,�s „ O. D,B. 1194, PG. r:13 �' P.C. S• . 68 1 x Q� L � �T' .� ,k • DEAN SIT. U U^^ . ,' '?DEAN ACRES DR. pG ' -y w y EVIL �1 \�I� TOWN OF KILL D HILLS LEGEND D.B. 157, PG, 671 OG NAIL - EXISTING IRON PIPE _ EXISTING IRON ROD NOTES • - IRON ROD SET 1. AREA 449,864,sq, ft: j 10.3 acres cord.meth. r, ALANTIC OCEAN [ EXISTING CONCRETE MONUMENT ) ( ) I POWER POLE 2.) RECORDED REFERENCES: D.8, 470, PG. 789; D.B, 470, PG. 795; � ". C r U., '' , �y -. ^+ "7 . '7 ^.. l FORltvli� ^ rJf TELEPHONE PEDESTAL D:B. 47C. . G. . 9 r, D, B, 470, , U. 793, 0.E3. 4, 0, PG, , 9 , %} - O£ Dl,a AM l _ ..... t <; cXI TING FIRE HYDRANT D.B, 857, PG, 001; D,8i 857, Pro. 425, D.8, 857, FCC, 736: �! 1 A S E Ah�li Y �', ' ' a - �T a: (�, 0 L L ".. D.B. 201, PG: 92; D.B. '185, IP-G, 326; D,B. 188, P�,. 004, FUN PARK � f;; A21G ., I * EXISTING WATER VALVE }� ,+ ad At BA S'•I �1 -` ,; ' . ._ D.B. 193, PG. 163; T�.B, 193, PC. 159 AND f�.r3. 190, PG. '44; r',C;R, � EXISTING WATER METER 3.) TRACT D IS NOT SUTABL FOR ON SITE WASTE WATER DISPOSAL DUE a:`: F a r 't TO THE !_CtCATION OF TRACT WITHIN THE FRESH POND AEC. n cS - EXISTING DRAINAGE MANHOLE - tsA%AS ST. cD. EXISTING DROP INLET 4.) PORTIONS OF THIS SUBDIVISION, MAY LIE WITHIN AREAS OF EFTVI�?4NMENT'AL LNDG_ DR. - 25' D 5fl' CONCERN AND BE SUBJECT TO THE. REGULATIONS OF "THE COASTAL AREA MANAGEMENT ACT. CAROLSNIAN - r i £xlsr4NG LIGHT POST S.} ALL S ACES AND VNDE ND U71 ffES TO BE`FEMOVED; CiR DRIFT CD � ER`"' Row � `, "� _.. EXISTING SEWER MANHOLE GALL <_ � } T.:Y MPANI cS` �' _ (t1 Y • 6.j CONTRACTOR TO COORDINATE: f�EMOi.iT1�7N IA'QRIt NflTH Ar-�ISRI(3PR'.AT£ Ui'L' GO ES EXISTING IRRAGATION VALVE i inch 54 ft. GRAPHIC SG:t F *' AL \A ' ' L ` —:S 180 StA r�t�I1/f�4kk��xR 44$0�"l ��NfTB4& CTEED 504 East Elizabeth Street, Suite 1 Phone: (252)33 —2929, Fax: f252,17 Elizabeth City, North Carolina 27900 Internet Site ; t ttp: /%,vv'Jvw.mckirTTcreecirr-OrT' K RETAIL INVESTORS, L.L.C. VIINITY MAP S, Al E t HIOR1ZCN? 4,.-: _ _SHEET NUMBER 1 ,50, t1ER `. J$ w` j # I C01 i NA s $ s t - i M= L&E # • t!i