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HomeMy WebLinkAboutSW8890611_APPROVED PLANS_19890614 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 46� DOC TYPE CURRENT PERMIT IJ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD fiats Ro t %. NEWPORT - - - o k MILLI R ^ \ sR9�J• 1 Q JOSEPH L. SMITH \ r �7•� \ Ski o CHARLES R. WEBB DS 382 , PG. 216 70 DB 281, PC?. 12 C __ • \ 1 t \ t/o1.83 13ROA 1 N 55* 42.05• �\ ZZI 2 GALES CREEK I - \ O• loZ` - _ z -/ - - 541'34"43" E 53.16' y j� uz 43—_ �� BOGUS SOUND i --- /� \ CHARLES R. WEBB 'vJ _ =--- // rso • C6 DB 371, PG, 264 58b�56, IS -� " ------ �/ O M < 9/ O. Pl / O COO) In ATLANTIC OCEAN 2\2 - t / Q co VICINITY MAD KITS Ca z v; 15Qr aro - - - --.� / / CONSTRUCT 50 L.F. STONE EM%AN CE - OO - - 30' VJIPr; Or NI7.45'32"W 17.07 ---- z - Z'/z vJa9HE0 STONE cc - f/ f I - t ` THICK. SEE C.oN5TP.UTION ENTRANCE - Q -- �\ L //I SHEET 2 oc 2 . ( D-2) y \- t - _ / ALF � peg /, � - - - PRESTON MANU A� 1 ( / / / Q WILLIAM F WILLIS _ .f DS 287, PG L03 cc CL \ —_ _--- — CISIn a� /� �\ _ NO3*46 3fo"W ` 1 ,I i \` , \ i \ \� \N\ \� \\ \ _ 15. P.7 Ac• ,��y-' ! \\� t� ; /' n, 34.06' MHWL �' `<♦ 1\ \ - \\ \ - \\ _ \ \\ \\ \ \\ \\ \ \`.� \\ - /f `! / - - - - - - _ ._///// / / / / / / EN F_({ L IL IPAT00.-DETAIL D - - - SEE "DETT AIL 9-BEET ♦< \ \ \ - --_ \\. \ \ \ \ _ \ \ - _ \\.,\ f/ - / f/ - - — —Full — - v _ - /�_ ,f // CS DEFT ZOr•21: �� SEE CALCULArt S HE[TS - - /9 < - \ t - \ \ \ - \ - \ \\ \ - - ! / '` - • . \ /1 f f i - / PAGES 2113 - - - /— // (' / f,_F In` Inl o w` 1 I ► ( \ \\ _ \ i \\ \ i / 4 ` f / /! / JUN 1 4 1989 t [ , �- ,' -- - c' �l / ' - PRoJ pro c [ d � - f� \\ ` \\ i \� \ \\ \\ s"'' J f t/ ! �♦ � f= �� - ! _./ Fq ALLEN C,UTNRIE HEIRS 0 `� \ \� \F •rr / \_ , r q� DS 36 PG. 578 cL \ �j \\ \ REX MANN\ DB 81 PG. 41I DB 475, PG24� /i ` \ / f / / / ♦__ /� `4P ~ _ • O < \\ \ \� ,Z� \ \\ 1 1 0i f f� f �p / — — ENERGY DlsslPATori G - \ - \ ��\ \ - \ _ \ ( - �- / /r _.! ! - / / ! 5EE 9E TAIL SHOWN - - _ - - Z ///'��) _ ��9 \♦ o /. /' - ON 514EE.T 2ar2.(D- CO \\ \ - \ \ - ♦Ola 1. / - - ! ff - �• / - - f/ -�P SEE CALCVLATioN 917E ETS ul c `L ��\\ l •� \ 1 lzp DR4i '^`` �f li /\ ice ' - • EYISTwG IRON Sri- a • EXISTIN4 LONC. MONUMENT cc Q a - - - - - ApENl, ��-�``` � DIRECTION OF FLOW : - - : .0 SILT FENCE (OETAIr-SHEET D-4') - - - - . -- - F_ (t[ N Z \ W 0 _ _ - : - _ Q O 6 - 'DETAIL ON S17EE7 w a 0 = \\\ \ \ L. ADAMS -2.,c 2. (P-1)_ OTTIS L Q - - - - - - SEE CALCULATION -- O W- ♦`\\\ OB- 363, PG 335 - sHCETS vAces 1z�3. a t ' ' - <<�\!\ \ - _ - - - - _ - - _ - - OWNER : PRESTON. A_ MANNA 4GLORIA A. MANN - - - - _ - •td`(%�(.IH eaROr', - - MHWL \\ $ROAD CREEK ,NC. 28551 Nt8.44"29"E 41. f8� MARSH ♦♦< \2 \ PWoNE (414172(0- 3913 _� S ,L_ m:y- - AREA < \` - -0S7yot-2491SUR t��f�: 3 N1t•5353W 4L75'—� a [ I1 - R _ _ _ �''r,rV,rn r11V+1i'• di ' � to 8I27187 F'•So _ rev,r dr" - pli cttkd =< o fJ 33'S7'434W 45.48._y t i • 5 50 0 25 SO roo Z'41"W 64.71" g84 3 _ - - t•=50' � . 505 M 8 - Ak - € �'-1 i` 1-44-2 } - ter - 4 - - _ - • - - - _.Y - - - _ _ ��" _ - _ ``� ` - - _ _ _ - _ _ _ - C `m 47. N - - - - - to cm �f M ! 2� -� - - _- `/`u ht� -�At F`P_►=-_ L _ - p - - - t _ - • - - - - - _- _ - - - - - -- _ - _ - -- - o _ - -!`�L - a- _ '-,t - - - - `t - --- --.R - - - _ _ _ -`r31 =_ t_ F t_-1L -- L jLcln.. �i t j _ T -7441-aC. A FI �yy` � ;�T ' � Yam' •s4 x -`- - - _ o -N17 �' pa Cc f _ l _ _ _' For - ✓ - -- - L - `, k - _�".. �. 1 — r Zoo' . F -'t is - - - - - ; -"Y F - ✓y _ _ _ - _ f ' - - - - - - -. - - _t _ _ - - _ - - f- . _ k ., - - - �•�• - - _ _ - _ _ - - - Ai 3 / i fA- Y 4 f NI - t QYa NK- t, z jj i --7- . t f -- t y - _ t fi _ `_-tip T�� t •{ t r� R - _ _ -t � T - - , f _ t - - - _ - - t - - _ - - - r•L_- - - - - _ ��-_' - "cc _ - - AfFJ»I _i �_Y:A- L.R[ T. '42 _ - - - - - _ i - E`er `-_ - - F.=ft : t�',� _ =tip �-.�,-_` -F`r _ _r_ •.-. - - - - _ _ - - _ - _ - _ - - - - '_ �- - r± - _ - - - - - _ _ - _ - _ _ - . - - _ _ f � � �_ `. -� - _ - _ - i. s_'. l N. Y•_:. ; -t- -1 _ _ _ =_ . r1�:_ _. i t1�;_ - - �. - Lruumpr � - - - - ��� - - - - - - - - - - T -- - - - - - - - - _ E't�Y.J F_-'=i 1 !f-.i< - `_� • _ _ _ _ _ - - " d�FFr GA •�s'S - - _ UP _ � - - _ - -- - _ - , h. : ". -- -= �' `r -�' - - - - _ - - - _ - 1�' - _ .r.5 ca re=• - _ - _ - - _ - - - _ - - t�-- =R`� _E=a_ _ _ _ 4"Y �.,. 30R ./�S`; - dm Kate Of _..-- I, ^ n a..- ® r.:„G':iR- n ,f ry . ...-.. w= 4'. -✓ �.. j'rT.fn T pert�� �^ { .. ..:.T�,.. � , .: :€ .. ,.. +. r k.. .. :F?9�... ., _. $. tiT+ « ,:... TS*.+t..rffi� '°"'*�,. .: ,. . .. e+: ..t ,•i -. .]o -! .. u ._.. Ft*. .. , a... ... ... ,.. y.. �. i :, "a:... •. L3p ,: ♦ ':• .. ' .. tam .'.. .. '♦. r. d2.. .- '� .... . . , -trv: '� _ ... ., R 1 b. .F •. .. , :.. ..:,.-^ .,i 1. �, _ .s _ d. ,. ... .. Y:. MN .,,. .<.. .- .., a .. F .' .:: ... a a, ♦ r. .. ..... h i L }0 � O g \ � FLOW ,/ _, STABILIZED CCeJSSftt�GTIUN ENTFiNNCE. Cl7 -2�' Cj \ _ _ •DETAIL edT.S. O M CO) CC \ \ 3 y `rr \\ \ DY1D� AV PHUPr3WTE T1`1AN:�ITIGTJ N E1 iTRAldce AAp -PA�Euc v,/W y c \\ C m • . 3 / E7C1 _rIFl C-IRou11le7�1 N/ HEp '"�TUwiE shoot I PERSPECT\VE VIEW SEDIMENT i ASIr.) NITS (D-I> _ ut�11� _ __ ..._--_- a -SEEDING SPECIFICATIONS y�l 1. Chisel. Compacted areas along the contoar and available topsoil 3" deep over adverse soil conditions. Remove all 7-Z� \f loose rook, roots, and other obstructions; leaving the I" surface reasonably smooth and uniform. Apply lime and m. fertilizer at the following rates and Mix with the soil to forte a well pulverized fire seedbefi 4^ deep. LB/AC. NCDA Agricultural Lime Fertilizer 1000 LB/AC. 10-10-10 =x � Lime 4000 ti Phio*phorous 600 LB/AC. 20% Superphasphate APPLY seed at following rates, •, For seeding dates Sept. to Dec. 65 LB/AC. Sericea Lespedaza 4 \ t 10 LB/AC. Common Bermu4s brass �J 25 LD/AC. Rye a� ^/ Dec. to Feb. 60 Lb/At.- �icea Lespedeza _�_�rzt._.—pLrcd_._-__ __ 30 Le/AC. Tall Fescue ` - Mar. to June 50 LB/AC. Sercea Lespedeza ;I _ a _ - B LB/AC. Common Bermuda Grass . - � � �Y July to Aug. ice^ LB/AC. Bermuda tBrass Apply �' 6a1/AC4remulsified liquideat straw As asphalt,Mulch and tack with B00 &.. . IX• gar , SEo1MEnIT ��1�]N CONSTRUCTION SRUENCE �IMENSILNS NT,S. C� � TCN DE-TA1L f�1 ,1 S -> 1 ) Obtain grading permit 2) look' 11 erosion control measures 3) Pr �eed with construction 4) Stabilize all denuded areas Win 30 days #role Completion of construction. 5) Maintain erosion control b; GENERAL NOTES Y # 1.) Cots will be sold and developed individually. 2) Well and septic will be individual for lot by owners, 3) No borrow will be used, soil disposal will be shown, a infilis as directed by Engineer.y SEEDED -PREPARATION NOTES LL 1 ) Surface water control measures to be installed according ---. "_rI1�E.wjTSH .... to plan. PP spread with 2) Areas to be seeded shall be ripped & C� � available topsoil 3" deep. Total taedW prepared depth shall be 4" to 6" deep. , 4'-- z ' -_ ---- - 1 r-aEev��AP,p y�i 3) Lgose rocks, roots and otherobstructions shall be removed from the sur4ace so that they will not interfere Lx wK z with establishment and maintenance of vegetion. �a�� l,J � � Surface for final seeded preparation, at finish grades r rl 0070 shown, shall be reasonably smooth & uniform. w 1 _ 4) If NO soil test is taken, fertilizer & lime to be �F 3 MIq • iN�KC�Y ul" �n ATc k according to seeding specifications. In addition$ provide 15 lbs/1000 a uarefeet of s dl to, Mimi N.T.Q. �71 ^ ?> 5) If soil test is taken, provide limn &fertilizers -� according to soil test. Q Q 6) Lime & 4erilizer shall be applied uniforely & mixed with F- Irl i SEu%NIENT �,r�:�I\N the soil during seeding' preparation. 2F;"MIN. NoTe: IMPERVIOUS SJRFACF is 12.53 1C 3 TIE Hi,ST (EIWO SE O) SEE PAGE 14-1-3 of Z PGS7g�-g C C F CALCULATION $HEFTS 1 f+UFil Fl 146 ABHI C IA c\«h! I' FLOL 1, `:;1 w n< , z�ti� =O ��G\STERFt Z� L A L 6 FENCE � SEAL o 9 �- \ FAb'�I C�6' MIN I ! ! 1.2491 O y ;.. i; 'iE UIk•'IL AIT :Z v x 3 ) / Co.* Pq 3 711ldf.- CTGTNL r A-.:N s" �. 30 �' TAMP TNUHOvyNLY -�� ,1c SU� v: YE..vJ .APa•.,I(1') 4MIKI K .� \- � '9,Q�'....... �p�.•'� daN NC i ! rw, rev. drien SILT FENCE �� 4> SECTIOhI T05 E r,EaT ` DETAIL chkd EI N� 1`� - CIRAYEL FILTEpl t:+' +h1-DETlNfL Z of Z $ N 7.�,�-� Pro).no. 8,�l SOS b. r { �C3 � e f � CD SUI TAPCA c7 SIGHT TRIANGLE t w� STD, - - � 2. s a•f RAO.• _30 a t/� o d co _ co z a ' NOTE: SEE PLAN SHEET FOR _ PAVEMENT WIDTH ca CL m fir _ R w ROAD INTERSECTION , STOP CONDITION NEW AEtiCENTIAL OR RESIDENTIAL [ COLLECTOR POAD AND EXISTING 3!` ` S' 4' STATE MAINTAINED ROAD_ f . SLOPE AS IlEOutwEd _ COER iT SECTION 'A--'A P 3.�- Q ' i TERaAIN MAX. SLOPE - LEVEL 2:1 SO- RIGb4T OF 1VAY ROLLING zZ i HILLY S. if MOUt. DITCH' - - - - - - - - - - . = SYMMETRICAL CUL- DE-SAC -b-vc. sr - -- NO CURB 4 GUTTER fNj�} SRAO TERRAIM MAY SLOPE a LRE YL A1G 2 f MOLLY i2 1 - CROSS - SECTION j t Ora LOCAL RESIDENTIAL SO. I W.T.f IA' SiT ACEOCOURSEC TYPE Z 2 0R . 50 IID.W - - NOTE SEE PLAN SHECT FOR {� PAVEMENT WIDTH. r t.. �+ i G-CABC Q Uo� N QD cc n _ Q `. PAyEMEt�tT DETAIL - _; N.T.S � _ T � EALcG 9 _ are, ode c z C� ty9 L-2491 w r 00 z GENERAL NOTES: Q) TOTAL ACR EAGE I5.2T AC RES ZONING R-15M C g TAX PARCEL NUMBER 13Q27D 0303 _w > STREETS ARE FOR PUBLIC USE _' V t CL. INT. TO END OF PELICAN STREET IS 1 308 22L V) CL. INT. TO END OF MALLARD COURT IS 2A.161 O ¢ w �1 1 cd VICINITY MAP Health Department Certificate \ „�, , s,m \\� \ Based on general soil evaluations, this / \ °B 3°; °G Y10 \ .�\ subdivision appears /// CHARLES L EESS to be suitable for septic tanks subject to \\ /// °BY"' PO11 individual lot evaluation. CHAI \ 08 371. RO"W44° /// EASEMENT date \ /N/ Nwall 331.10 170.40 w 1� \\ 6T yfCP 104.34 --17.70 _- r__�...-�..�� i-------- \4' ♦\b Health Official \ / LOT 1-----^ LOT 3 I mmyasas, sF. I$ 1b6 21.10l sF. _: \\ \ 40. x \F;S\ YLOT 4 S.F. 2L004 7 S.F. �:�Qis 1; RESIGN A. MAN, N 7740'o0E </ 0.. \ I t sLo7. ��lltc I L'/// d 16N LOT S ``` I t 22 I&Q S.F. \ 47.44 IQ Z 0 ut4� IF. AN DRIVE�,;,- ' �: :�\ / ' \ � PELI EC 50'R�"3 °' - DU N 6r � _.- ---'t T ♦ �'_-WT tom.■.�-_- I i `x ■■ j w�,AM F. w■>,■ JUN 1 4 1989 _ `./ q x1.4mM SF. OB Y%. PO ZOJ 34.a■ I' la +i . \ '\a,`\/ Ei/ LOT a I ¢ A i N= / // L L07 7 \°' < 21.OGL0E S.F.tit _\ D E M \ \ 41.007" sF. � \ / Q �\\\ )"`2/\Tt1� PROD # aI fXo I 1 \ ' ` 6 t, i i \ < � 1 I / `' V/ - � S TAT 17 I`� / CLR,E DELTA MON13 ARC CNOIID TAN■OiT OpRO MO EIS \ N M�\J / \ \ / / I \ Y1.4■1.34 SF. I I / 21 SJ rr°,5: 20M 291 251.1E 13R4O S Sr YY It w �, ry N' 201 1E.00 19.00 111 N p'OCO■'f `) w� 3 OQ Oa 00, 25.00 30.27 W moo S 41.3C 0r w k 3Y]E'o■'w 1y�. I�• / /� M' / \ y/ % I a \ _ 4 7P Jt'44' 23.00 347/ JILS7 17A■S 3f I W W E 10T 10 \ I L ■Loq yw._ ---- 3 WWII SOAO )a71 ■l N.JE N 4v 1E'3411'r w J Y■,07Q% SF. LOT 1♦ �'��-•o^V. E EV]4'Yx' E0.00 StM E0.{3 x0.Y0M41'1Y3E�E I /LOT \ \ 25 S.F. N 13.0.Sw33'E143 30" RY Ill IL2Y S 1T3V 4r < I. \ 1 rr 1 ,$N \ / / ``L°.�,� t ',J' • w w oa 25.00 30.27 361 2L■0 M 4r Oa Or w O - tI tr4a St 41' 250.00 11.00 ■L4x a5.30 SwN'St'w \ \ `I j 1 / ��\ C7 , '`� 12 7T44r43% 214.03 '>a160 2OOL779 17LU3�40-°0-WW / 13 ta04'Or 21a00 Ill 97.111 34.02 S Y?•IVWE N 13']Y f14 w \ lC \ // E Y W I _,y�" l+,j� / ` "` \ �� \ �/ E 13 w3x3C 30.00 o"? 55.11 3].03 M 7f N'{Tw -- C t `/ %/ / \ + \ \ \ J0.74LS1 S.F. / -�O I). 10 17841V30' so" IS1.N 00.■0 9VJS M 41'3r Ml `" / 1! r1W'Ir al Sam 1&1 44111 � 2 33 f 33VSY IrE \li / 110 1P0a ET 21 MS■ IMI 32N 3WIY OYE V \\ ` <- / 21 \ LOT 13 \T�, \ ; 20 1E•SJ4°' 294AS 73.25 7301 30A0 EOr0ril �..� / 9 `3.7` 25,Na17 S.F. \ J1.715A■SF. \` 1• 20 Is•x0'N" SO{.7.T SLOE IMI 42.97 0 Il Of FY w �\ \ \ \ 1 \ / a1 YY I RY 4Y SKL7 ISLODII °4A3 33M S w 30'10'E W M .T ao'31•w / , �710NAt s ' \ 23 to 37 244a 2111 %.41 %.31 IDIS S 44.OT Yt'w T0.n "J \ A 14 s•x4•xC xM.IE SI 3&7 17.0E S ST3/'Erw /" '� ` J \✓--\ \ ra \ \ / m '7'n2r 30Ld i m la'4.3300 :�1041 W127 CI3 \ _ \----------� \-10 �/ t■ '4'4r4r 230.23 xLOx MW 10.0YS W3rIrW \` �aP+ 70 BE TD Ct% 1 \ 5 E7•`J,4Z \ J 30 tY�YY 204.23 Sr 239.23 Y110� ma84 1 al 110E S 4a 10'30'E I, Charles A. Rawls, Registered Land Surveyor, hereby �Ill A. , \ Y � O t? J h certify that this map was drawn under my supervision I ti '� / DT ,Y /! d - to from an actual survey made under my supervision. That ,04�nE // y�j � / °SO a18 °° ■,. Fe 411 Z x N the ratio of precision as calculated by latitudes and A� / \ \\\d /� ¢ Z m to J N departures is 1 /10,000+, that the boundaries not sur- L>roEEnIS� / \ NOTE: BLDG. SETBACKS � ¢ o 0 r- veyed are shown as broken lines plotted from information / ` 'r �� Y" °RA°"0E // FRONT. 20' a a z 01 Z_ found in Book Page . that this map was pre- \ // y """"•' pared in accordance with G.S. 47-30 as amended. Witness (� 314.7i / / / ) oNEr \ �/ SIDE............10' o ¢ w �% F my hand and seal this _--- day of ----------- 19___. a� p, \ , / / '' W \\ �% REAR & CORNERS..25' N E -'' I z 6l PE- Signed --------------- 11 / / �'� W o ow 0x 0 Charles A. Rawls L-2491 1 ; \ ` / / / a l I z a 4,.1E L '\ rv` M/F LAors / Certificate of Ownership and Dedication w W 0e 3e3, 1 333 / / 1 (we) hereby certify that I am (we are) 0 WN N 11•L w I / the owner(s) of the property described 0 W 41'75 \\ hereon, which is located in the subdivision C Q oTA t_ A2EA iit/ jurisdiction of County and that N 3s .411 T I hereby adopt this subdivision plan with my 4b48 / / / Lo75 = S46 4G9 .o3 5• li free consent, established minimum building ____ __Caro________ _______ CA setback lines and dedicate all streets, alleys, ? North Carolina, _ County. / walks, parks, and other sites and easements to 0 I, a Notary Public of the county / public or private use as noted. Z and state aforesaid, certify that Charles A. Rawls , a / Al/DL�3a61e !^xpelv;Il ,.g /LET -- Q PL MUNG Registered Land Surveyor, personally appeared before me 3r" 4-1 6 Date 0 YAPPING this day and acknowledged the execution of the foregoing X . ZS = 7 190 , 3 S 5 . r - W sultvill instrument. 19 -7 r Owner MJ e SOW I-) S'E� !11 -7-7 S •r,l 'RE5T2) C-TIoAJ5 IW X 04-10-991•=1 ' 71 THE FOREGOING CERTIFICATE OF `O ��* Witness my hand and official stamp or seal, this ----- day IS CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION of 19_. AND IS RECORDED IN MAP BOOK , PAGE 100 50 0 100 200 300 0. *A"0 SLIDE . THIS DAY OF _ CAR Notary Public 19-- AT 0' CLOCK __M. Z My commission expires --_ _ SCALE IN FEET REGISTER OF DEEDS pft al O i