Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SW8930303_Approved Plans_20031120
Mlu-rAwv-( Gam_ KOW7 i IG�' Vt W � -- I-011 64TEio VAL.vVI , 1 ' .- sue• •.. �;�� _ _ too ` 2-&GATv, VA,VE . f fit / • � � �► T -£3�►>< 2 F, -0C-wrF, VQWV I-2u 64TE, VALVF I a Toe, �. 2 •- 6,1 ,12k le�c Kti -- 2u 6010- VALVVO� / / l 4 tNU lol. -- - / / / ' I —INV. 111•0 i % l To �KAA f g U 1. /�/ . i i �.ET�t�1Y�ON �A��P•- 25 SITS PLAN- I,= 1001 u ri IL r ... 4,. r , J � :: t 'P i ,y.� `,,?� N�; •'.t 4.a i "1! `r ' ���� � `�,)f��q,.��-Y.i •iM '7• 4 7� r � � _ � 114 ��.Y ), 1 4R. • it«:i ♦'1 y'. �'ry t.; 71• t5`'t 4�-,� A`rl t. ���,/t '+�s,r /��Ai .+����i�L Kt t J %j -h— ^ y ;.{. r47' ,. '� -`e 31• K� `r"'•: 7,. „�•+ �+r v'; /, i � ,r i wi •t. 4 i filter 4 Q Y fabric w w rJCoot- N o > f3 Class A of �} z Erosion Control Stone 1 W 4 �. ) ( a R0 •� 'tre Filter r 2.1 max W A kn fabric at canter SC Q °� Section A -A a. t ,s �� + �► 5TON E CH el,-k PA M 70A•.. �.FY ".: � ...7 �r t, flu i ' °z N4 z4H s 5 U LO �wyttr Vp > Ili 0 L I 6tE 50t*.- e-1 p O H < t V) T p� OFE" �JwncE �CTyoy SY 0 4 W9z - 5o'�w C7AH • --- d. > 0 -t u P Wit CO ►� A E-+ a W E�-+ Mai PIC Al H : I E-i 0 > • LQU)U, I� ui o 20' RADIUS 2 0000 20' RADIUS W c� > 2't l LPW-OFF A OLY a ci _ 10. Z TRIXANGL.ES Z —�, 10 = O 30' RADIUS cr. 0 r ^ N O m ma N cV to t . rh K.�.1'�NT�ON A1ZI`A .. y \ z I)21QAL 501 CUL—DE—SACNTS Q .. 0 cc -01 6wT';- VALVE W Z -S" 6,wm VALvr,- Z 2 -2" C-ad►TF, VALv�i 4 W I t UO Cn \ D 0 m to �----� Z W O FUTUKPI'Y�-v MEt� a U1 a 'I1 I 111 � II �� �I I ota p�T- �1 oArE MAY ZoR EC' E IN7 Dylj� y. ►: �: L r PROJ # St. APPROVED WORTH A I A ENVIIFI NN E�NJ T ALMANAGEMENT CO'NIMINSSION ei��•r< DIVISION OF, YVATER QUALIT : — . , 'IT C� L IL 4 U) nl I 9 min As I . t . I . j, Filter fabric CLV V) el D 0 17 > Class A of B Efosion Control 517r Stone 0 24" max > Filter Li) MIL -MA fabric at center Cr ' TGi-f p "�pV�.Mp, •......., 4 ` Section A -A ago --- — --- i �:. N-N N T �__61 64T�l VAUV51�7 STONE, CHeCk DAM V) lip wor 'ho p IV 1,C71 a .1010 ti 00 T —Z "CU 1,00� Tj so /* Tt v. Z C GAT I,:- VALVE TIP"'k A, o' r_Xr:; H�lf WT 4 tz/tu hL �� Ca, ` ��-- Q�T�NrlON Aa�A + 0 p )c 3' )C UTU Kl� I -eY 0" TE�e, RNE� LWM 5�'JF %3 3 �tE - tit; i `"� 2-61G&S V14LV510-7 "IN ND I- H. 46g:�,6 m 15,Ly PP-AVA.-r e7 T r, Au✓ 1p"E, � 8 H to -:Z' 64T E, VALVE WAK Law - 6w 11 -A 2 TFF,�_ 1-13 N -61, C-141S VAUvel 7- 0 Ij, TDI 1-21, GATel VALVS 2!1 -ra,: -ol \CO I I -ev, GAT6 VALVI�- 06 w I uq� .41 "1 A del C-AlS \�ALV e, �5 ----------- > 1-0' C-A-M VALV5- .101 S" C-AT9 VALE/ 1�� '_0 10, �z KPW-OFF A Obf jt.<4 Nv. 21i40 Lr_ L --4 v M Of N r-LUM15 v I A (b 41 Y Ai\ 1 *1 60N�qE P ------- 1ZC) zu 6, VW 0# Afei M. _ coo 4 cow .0000 .0 3D z - 2.1 (-o4Te- VALVOI47 INV. IAO -PLUM v T-,�.45 .............. Z V I - , 31 0010,�' OPT ��aDi X -01' t vuubr CvATI� VALV5 2--0'&6,_r5 VALWVIIIS-3 "IN —00011- INV.J R — 1-264T5 VA LJJ OM .. PAA "%T / Vol dow 11-00' INV. 20.3 -ftw 6%4TE� VALVP, 4A .0 110000' L �INV- 21.0 (" V' 1 71f 1 / I I � 1�_ 7 INV 5 4) OuGoNre, vA kq I v I / U — Ile A low 44W m 12.0 INV. M-0 3-3 I'loo, 0� it \ _`� I 0 Cm 00' '111,14 \ .� I OOOOF FUTUKI� I75v9vrME5w1 CPI& Atj 01 �D 7 01 OFF 4SMKf .0 21,o F=m i KP W 13r- A40W 0 Ilk- opaj 51COO V005 21 glow'OFF EI h kj v Eli OCT:O 7 2003 )\ol/ �, ./ / / / / i / ` DWQ ut 3 R LA C P44z E-4 z 4 C P-4 u U) z W z C ( C H LO =) C 0� z E-ol H -. 0 $ , 44 u > z zW� E-oi M Z < �D u 3: U) 4 w •tz It gQ ww z �. H E-4 9 Ln > w C.11 E-4 H F-4 C n�uX N // � / �' / / � / � � - / / , l � ,, I � �� G�� 'loll L 24 C) $At[ MAY ZO IT9- ru1u Ice v6v�1apr-1eJ1JT 20 I - 6' C-4T5, VALVE,: %%% 1, TLON #\?,GAA, AlZeA, AA\ 2.15 2,5' )c .5' JZ V, PLA j 0 ..too, 0 o, 4 /p 1p11#t#fJ GREGO C. PRINTED OAT 0 3 20,, JJ 11 d IL `u j. min ar •, Filter _ x fabric j • � mil.; 1 .d + �,N 3 . • • n1 C; DOT- � cn Class A or Ei Q `(� a E(osion Control Stone I W Q 1 2-t" n1aX �QQAt7 �t0 '�' Filter w MIL,IT ie� G _ ---- -V A �� fabric at center \ _^\ P • __ t, - o P4V... r r 4 ;,: Section A -A rq a Z-011 COTE vALv5r7 fit STONE CHeGK PA V" N r ra • ILI 9 z M .'� T--T 1 H z a �+ J' i 1 1 s 5 U / �ti�• � I I I Y �e,ti, 414 6tE 5,«L-E- &1 ® H Z - 01' GATI v,AuE O wTP,cnpc� 'rjwacE �c.,oy • w 9 z t �• , --b, a HwQ �•, 1� , Q �T� l�ltl oN A ��a X 3 Q wt t C7 UO wo NISco — — ti I-�e''x8'' Tee F UTu � tNv�LorM - � +� Q x a / ! I 1 2 -6" 66&s Vaw ND I — 1, E-, P 2_►v Aa.�t- e C7 W e�7 811 2 TEE Q 1� 1-Zu 64TE VAIN .� u �4FE • NAK 2 � 11 (AhJ p1 • " g" x 2" TEE \. � � i H ®> H 1 1-g 6AT� VALVE ►_ H E 0 rt ° `` _ -- / ti� ���1-2" C-4Te VALVE ' ' r � EE v I - el GATE VALVE ' ?a%` / �. � l�' 184 l ? �, tip' k I--,'`cK P I-SI x 2u T�� --- • `�: .to►'' 1- 2Z" C-AT6 VALV \ \ "' l w o gel1 o ..uj c-4 0000 \ INv 2'�O f fi �>= ,� / Y z 6 YV L.9 \ 1 a ILL _.___ m , _- t _ j/ • c�twtE / l _ zi X�� N t cly M .� 0 tit' 7-0 641W-0# A* eI 2 •- g3 1,2. K01vuCFK� P I COWC rLU u �, t/ ��' l / � cry I ti� •� � � � o � � �., � .� T- o� Co LU M ,� / a / % Cf) -� LL! �•• OPE Galooei !S �"r' / U i l 1 1 rLIJ i 1 �1 - S t�,U(s �, f va . �_,,.. r ��M y / 2-t3 G�d.T� w .,� j -� Gum VALVE INV. 2a0 , W �(VA w E f / °•�„,.,,,,, 11•O / ' -1.- A 21.0 ("La .1, V �� V v ti 2 2 C�d►TS vaLvE� W 00, 0-1 ,,,. � ' � 1N Zo 5 i s Ga-X VALVE IN i"t• / INV. 161.0 1�� iNv. 12.0 ,� / ' / f\ U) Z W / 7 SrQ cu va C7 FUTUKF5v9-vrME5�j Ucy OFF 4SMOL4 16 / / / I t ` y s OP 4 5 ,o►'" fans /- �, 2u � W ill RE, //N vo lo,/ ---.. y j ` \ PROD DOWNKra 7 / ) MrE MA Z� 9= 1 20 , ., 'r , ly I - g GaTI� VALVE I�._�TEt�ITIoN A1��A -DIP evr,�r,.,®ca,,e+ SlTr�, PLAis I DO'GREGO - If �. . kNd h okil-E PRINTED Li I - ,� C- _ All f 441 rV 77 -- TT _4317 777- 1 114 w1n,"v WIT _17! ""M NEW HANOVER COUNTY NORTH CAROLINA hh i ARNOLD W. CARSON. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION -UAL SURVEY MADE UNDER. MY SUPERVISION (DEED DESCRIPTION "ROM AN ACT RECORDED IN BOOK AS, PAGE. NW._d,- THAT BOUNDARIES NOT SURVEYED *4t/ ARE CLEARLY INDICATFrAS DRAWN RO INFORMATION FOUND AS SHOWN HEREON; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10000+: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS f t 'APO AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL 4 Llillo 00660*4 4/ AC) THIS. DAY OF .4%XeY__ A.D., 20t2l . p 0• THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAJ HAS AN #SEAL • ORDINANCE THAT REGULATES PARCELS OF LAN . te "p -7 NOW OR rORMERL Y Tq S73*33 7 W_ RSON. N.C. REGISTRATION NO. L-3267 4o w 'off., FA BOOK 1610PAGFe5• l 410 A WIN l� 'N* 90.72, LOCA TTION MAP r© qcALf mor r (63) (00 28,841 S.F. CERTIFICATE OF APPROVAL OF THE 18,829 S.F. 0.66 AC ± NEW HANOVER COUNTY PLANNING DEPARTMENT > 0. 43 AC co 0 DATE-- PLANN/N (RECTOR 0 17,444 S.F. > 0.40 AC Z SET IRON VC11 Aiiii C35) v 04 oli'v cly A� 0) > 0 SI�T CONCRETE MONUMENT (CONTROL POINT) 5hd� �h x �` l l `CIS ���' EXISTING CONCRETE MONUMENT �`'�• • N�g•12 09� 3 FU�U �''`s,P �-- - (CONTROL POINT) /VOW OR FORMERLY.,47� TING IRON 0 0 EXISTING 3 P A 4b (62) Ar1 *!A , 9; N / P�FNr BOOK 6 0 PA6,ff 65 D 41,609 S.P. (34) 0) 6 0.96 AC Ivy — 40 / I? — z (36) o 1 k4 C,y Ir. 4_ 7 (A (37) u 2?0 sco 30S. 00�- Kf .9 sep/-o uR NOTES: 41z 1. ALL LOTS ARE SUBJECT' TO A 10' UTILITY EASEMENT ALONG ALL STREET RIGHTS -OF -WAY. (38) 4 q 2. TOTAL SITE AREA tw 4.97 AC+ k 26,505 S.F. SECTION 3 - 3.76 AC± �0 0. 61 AC 7, go OPEN SPACE (LOTS 40141R) = 1.21 AC± 3. THIS TRACT IS LOCATED IN ZONE "C" ACCORDING TO .2409 C 39 J THE FEDERAL EMERGENCY MANAGEMENT AGENCY 01. _0 19,393 S.F. ,_,�NU6 HAR80LIRRs' FLOOD INSURANCE RATE MAP, COM MUNI ry- PANEL JN 0.45 AC f 9— 3--2. �' / �8 yta \ NUMBER 370168 0045 E, DATED: 9 cl SECTION 2 4. THE PURPOSE OF REVISING LOTS 40 AND 41R IS TO • 4 9 �j OPEN CHANGE THEM INTO OPEN SPACE. MAP BOOK 33, PA65 lool SPACE s. c ol 6 (32) 20,873 S.F. 1po,o. !r=pAc_,e A5 soot4o g4ef?..60.) (is 50soc-cxf / le"I -rO COS ,/z 47 '6,1 0 0.48 AC 31 (FORMERLY LOT 40) 4)Z5 1q. N, MAP BOOK 33, PG 61 -rt G It to x 0"CILA S AtJt> Ve*#4tJ#&e=,C �46) NEW HANOVER COUNTY NORTH CAROLINA 061 VIK -JY�Y DAY OF-- -20-W-1 LED FOR REGISTRATION ON THE -11 %K OPEN 1p AND DULY RECORDED IN MAP BOOK _q1__A T PAGE-1321-- (31 SPACE op il 31,763 S.F. c1q C� OZ 0.73 AC P Ln (FORMERLY LOT 41R) -------------- - N MAP BOOK 36, PG 59 REBE`CCA T. CHRISTIAN c� 11 X REGISTER OF DEEDS 115\ By ------------------------ 1�01 (48) C30) C4,9) (3 NEW HANOVER COUNTY NORTH CAROLINA A r1l REVIEW OFFICER OF NEW HANOVER -------------- 00 sz� 43) 0 COUNTY, CERTIFY THAT THE MAP OR PLAT 70 WHICH THIS CERTIFICATION IS AFFIXED MEETS co CERTIFICATE DISCLAIMING WATER AND SEWER AVAILABILITY. C50) ALL STATUTORY REQUIREMENTS FOR RECORDING. 60' NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF 19 ''THIS PLAT,,LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE 5/Vi HARBOUR HEALTH DEPARTMENT APPROVAL FOR ON SITE SEWAGE REVIEWOFF(CER ©ATE DISPOSAL SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, 51 MA P500K 3,9,PA Gf 6 (29) (42R) 5AILIG HARBOUR /Z 55cr/oN 2 �52�VAPWO36, YPA6f 5,9 I / (59) CERTIFICATE OF OWNERSHIP, DEDICATION AND JURISDICTION: C28) I WE HEREBY CERTIFY THAT I (WE ARE THE OWNERS OF THE PROPERTY SHOWN AND — DE!SCPI8E0 HEREON AND THAT I I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY 5ECTION 3 OUR FREE CONSENT AND ESTAIyus,4 'rHE MINIMUM BUILDING LINES AND DEDICATION OF ALL ANO ST'PlEt-T.S.. ALLEYS, WALKS* PARKSo CONSERVATION SPACE AND OTHER AREAS TO PUBLIC '--- __ _ � C ATE'USE AS NOTED. ALL ROADS AND DRAINAGE EASEMENTS ARE DEDICATED FOR 58 OR PRIVATE (53) REV/,9/OA/ OF LOT�5 40 AND 4 R Of`:7 5ECT101\1 2 PUBLIC UTILITY PURPOSES. FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS LOCATED WITHIN THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY. �j or -------------- OWNER(S) 9 cz 7 to- 1 AT COIL E5 TA L 51VU6 '!l AS RECORDED IN BOOK 2179, PAGE 465, MAP BOOK 36, PAGE 5911. N N L 'tK 11 �P 54) AND MAP BOOK 33, PAGE 61 OF THE NEW HANOVER COUNTY REGISTRY. HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA 70 — SCALE: I "— 60JULY 5, 2001 C 10CALE QE QISCLQSURE FQR PRIYA1E-QfY_ELQEkfENM 8 (56) FOR I 1WC'1 At^teK111%o11rr1t"_'r THAT Nnr1-4P'0 THE STATE NOR THE COUNTY SHALL PF` RESPONSIBLE FOR MAINTENANCE OF ANY STREETS0 PARKS, DRAINAGE, OPEN SPACE OR OTHER .AREAS WHICH APE UA L L14,!2 r1/4 ti<llL� KLA L ,�5 A t: PRIOR TO CONTRACTING WITH, A �0,i . P0 00,Y 53 CAt4ol 00 DESIONATED FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT AA PROSPECTIVE BUYER. I (WE) SHALL . GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES TH S 10 EXISTENCE AND LOCATION OF SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE: M VILLf 0,FACH,'NC 26460 0 0 10 THAT THE .0 RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL DISCLOSE rl k PA L7 5 Y� vf STANDARDS SUFFICIENT TO ALLOW THEIR 55) STREET(S) WILL NOT BE CONSTRUCTED TO MINIMUf SE& fNCLUS/0N ON THE STATE HIGHWAY SYS7tM FOR MAINTENANCE. 4.w L-W67 boy y) 12) — - - - - - - - T — ------ — ARIVOD W. CAk501V Pt 51 PC W 0 1� OWNEP(S) t 406 NORTH MIRD 6 r�eT WILANA16`ON, All1401 If P11OAlir 0) 772-9 1,3 (13) FAX- (910)779-,9126 JA:TE,PR11 ED -NEW HANOVER NORTH CAROLINA V COUN TY 7777� AND RESTRIC77ONS wv —HOMEOWNERS �ASSOCIAT`ION COVENANTS CONDITIONS 100, 0 Woo. 2W t. OCT 3, FILED FOR REGISTRAT76N ON THE 6A Y-OF 20 AT 0 Naomi 1 11,1111: AMIPM AND DULY RECORDED IN OECD, BOOK A T PAGE t. _01 -SNUGHARB0URSCC3-3.DWG 2 j ` , a "� 'i F- T" . �.*'" t a r .s{�c'z- ' Wq'4r �'r• 'i a "t�G.'f° i �S :�. . a„:� ro� 7.} 7 ✓ — 4s, ;s--i"".p" _ sS{ t . f i S' 1 .d i, i NEW HANOVER COUNTY NORTH CAROLINA h .�► 1, ARNOLD W. CARSON, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION ,� ,, FROM AN ACTUAL SURVEY MADE UNDER, MY SUPERVISION (DEED DESCRIPTION '� o RECORDED IN BOOK I&,_, PAGE ,.,, �....�. ; THAT BOUNDARIES NOT SURVEYED I J� ,o�� ,��' ARE CLEARLY INDICA'D AS DRAt+YNRO INFORMATION FOUND AS SHOWN HEREON; THAT THE RATIO Off` PRECISION AS CALCULATED IS 1:10000+: .�, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-M-30 AS *�®q®�r��re ���,1����* <v AMENDED. WITNESS +�Y-� ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL ®� ,.,�� POD 4 THIS.•_X_-fU DAY OF _ .` __ A.D., 20�21 . THIS PLA T IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND t WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THA HAS AN L, ' = �, O,q� ORDINANCE THAT REGULATES PARCELS OF LAN I SIiF NOW OR f ORM 'RL Y s3 p �TU'aF F.ST -- -7 IS-1V -- �'�•` �; °�`p 2 S73.3SQ0" ��o��F �r N.C.REGISTRATION. RSN/VO. �L--3267 ��Ae,04o w ���+• p BOOK 161 O PAGE 85 / 41, I g co 411. a L OCA RON 28,841 S.F. o CERTIFICATE OF APPROVAL OF THE 0.66 AC f 18,829 S.F. \, NEW HANOVER COUNTY PLANNING DEPARTMENT N 0.43 AC � 65 0© ``� � o �� 01 �.. _ ...�_.. Q�____ � L.�G�l�ll s4 pl3 j+ 17,444 S.F. ^' DA TE PLANNIN !RECTOR _.__.._ 0 K >-- s� s", 0.40 act z (35) p sET IRON c'y j 3'1,. �° ® == S T CONCRETE MONUMENT CONTROL POINT EXISTING CONCRETE MONUMENT G1•�• N'�g•12 �1fl. �"\,� �I�TU �('/S,-- (CONTROL POINT) NOW OR PORMERL Y �, �' 1 cN •� ��, r Q EXISTING IRON OP A g3'N A)• t N 8• i BOOK` 16 l O PAGf' 85 / ryh 0 •a; � � © d, CN •3 � 41,609 S.F. V. 4vo � (34) � o � .Z 0.96 Act �a lQ 36 (37) `� Os Op• j �Ap sec? o� �ot4/ > NOTES: -. \ ' �m �+by �,,� ` BOOS-33 `� —` 1. ALL LOTS ARE SUBJECT TO A 1GJ UTILITY 8•p), S6 �1 rn , t''qG (38) n EASEMENT ALONG ALL STREET RIGHTS--OF--WAY. �°3� b70g. �6'/ 2. TOTAL SITE AREA -w 4.97 ACC -V �1, 26,505 S.F. r � 14� � SECTION 3 — 3.76 ACf 0.61 AC f 33 -� �31g• yV \ OPEN SPACE (LOTS 40/41R) 1.21 ACf 3. THIS TRACT IS LOCATED IN ZONE "C"' ACCORDING TO 84?»� ?4 0.9 ('39) �� ��A sQ THE FEDERAL EMERGENCY MANAGEMENT AGENCY S 0 19,393 S.F. SNUG HARBOUR t-.._._ FLOOD INSURANCE RATE MAP, COMMUNITY—PANEL0.45 AC NUMBER 370168 0045E DATED: 9--3--92. SECTION 2 .�. `' .,, \�`�OB• (� 4 41 i T 3 \ / •. 4. THE PURPOSE OF REVISING LOTS D AND R S O 4, MAP BOOK 33, PAGi �- l S'59�j , T� �Q OPEN �'S I CHANGE THEM INTO OPEN SPACE. f' S6 cv \. � s �9 � • ,� T veco �'� „� , 1 F 4 5,�, �%\ SPACE , a' • ? �� �. \9 fro S pp, S . OPEt~3 -►PAGE A►5 500t,4 i Arc9 (IS 5c S,)C_: ,.,rr �,qT r (.32) C,y R /� 20 873 S.F. ?� l 4 7 `3c4j Sp �-� Q.48 AC t 9 4 `PO a At*AG1►1"fS 10 rokQ0i2. OF- Q w m • ls. Op\ „g � / �'��.. � 1"t` � �' (FORMERLY. LOT 40) 33 �o'q�F ►�+ 46 MAP BOOK 33, PG 61 ! P�� / i�oA► S� t9 t' { c�� •T't G'S e�, N t �?f?it� �C�6 t t..--1 `T t . NEW HANOVER COUNTY NORTH CAROLINA tf) .� N f� ti J 3 0`� --_ -----__ i ,oC� FILED FOR RED+STRATION ON THE �-----DAY OF _..._�.._ ��., __. (45) a �jJ f -- AND DULY RECORDED IN MAP BOOK-':U --AT PAGE-0 _.. (31 SPACE 31,763 S.F. M 0.73 AC t o (FORMERLY LOT 41R),..........w.,�..:....,-.r._..�......��..,�,.�...�......�.._....�.w..�,..�..,..�...r..,_. ( ^� MAP BOOK 36, PG 59 REBECCA T. CHRISTIAN ai REGISTER OF' DEEDS (44) , srBY ; .._..� _..._. ....._ -- _ ui w(48)'N (30) (49) / N NEW HANOVER COUNTY NORTH CAROLINA 5A M C'� SS REVIEW OFFICER OF NEW HANOVER (43) COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS CERTIFICATE DISCLAIMING WATER AND SEWER AVAILABILITY: (50) / j *� / `�d' ALL STATUTORY REQUIREMENTS FOR RECORDING. NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF \✓ �'' CSC,, THIS PLAT, . LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE! HEALTH DEPARTMENT APPROVAL FOR ON SITE SEWAGE c, � SNUG tlAft'BOU�c' DISPOSAL SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY `,.____ \ / ��'� REVIEW OFFICE? DATE SYSTEMS. � __. `—` .,� / G�� � SECTION 2 \(51 MAP BOOK 3�PAGF 6(29)/ (42R) 1 I N !HARBOUR \ 5 UG I 55CRON 2 1 MAP BOOK .36, PAGF 59 \ �52J / F OWNERSHIP, DEDICATION AND JURISDIC71ON: ' (59 CERTIFICATE O OW (28) I ((WE HEREBY CERTIFY THAT 1 (WE) ARE THE OWNERS OF THE PROPERTY SHOWN AND ! �� 5Et,..,� TION DESCRIBED HEREON AND THAT I (WE HEREBY ADOPT THIS PLAN OF SUBCIVISION WITH MY OUR FREE CONSENT AND ESTABLISI� THE MINIMUM BUILDING LINES AND DEDICATION OF ALL " `` —` STRE,S, ALLEYS, WALKS, PARKS, CONSERVATION SPACE AND OTHER AREAS TO PUBLIC --- -- A AND DRAINAGE EASEMENTS ARE DEDICATED FOR (58) ANC? OR PRIVATE usE AS NOTED. ALL ROADS / —� (53)�.1 i',VlI�N O L 07`5O ANI. - / O .�%lC l PUBLIC UTILITY PURPOSES, FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS --___ A LOCATED WITHIN THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY. /%/ -- or A OWNER(S) ,(5T) 0 AT COVIL E5T,AT .. SNUG AS RECORDED IN BOOK 2179, PAGE' 465, MAP BOOK ,36, PAGE 59, AND MAP BOOK 33, ' PAGE 61 OF THE NEW HANOVER COUNTY REGISTRY. _ q (54) / HARNETT TOWNSHIP NEW HANOVER` COUNTY NORTH CAROLINA -- \ -- / I SCALE: 1 "= 60' JULY 5, 2001 F 8 (56) FOR I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL BE RESPONSIBLE FOR ,pp ^ T MAINTENANCE OF ANY STREETS, PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH APE�LS. Its/\If'iL.. I T �fl �, ����at$s�a t:ot���.pa DESIGNATED FOR PRIVATE' USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACTING WITH A ,�� O OAFS ''�� BUYER, t WE SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE '`� f O 00,Y .5. l 'Q�. �,g�a.a.•,1 PROSPECTIVE ( ) T N E AND LOCATION OF SUCH PRIVATE AREAS ANC? SPECIFIES THE MAINTENANCE EXIS E C _ �_. j � j WRI %`�' VIL;Lg BBACI l,� NC 2c��80 �� IC�� y ®�10 RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL DISCLOSE THAT THE / 55 /� I Pt�' P,4 C71Y.00 STREET(S) WILL NOT BE CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE. 7 01 _.....�......._----.�_.._r_...__ � � � � � � ,� �t �NG�LIJ I� CA�,50h1, �'LS, P�' $:�p � T OWNER(S) 40c NORTH RYIRO 51 eeT WILMINGTON, NC 2mol 00 --- •,� PlloNn C9 i 0) 772-5 r 1, /\ 13 NEW, HANO`VER . COUNTY NORTH. CAROLINA �` co jj/ /} � -- � , i FAX- (9 / Q)7�2-9 / 24, R ASSOCIATION COVENANTS CONDITIONS AND RESTRICTIONS V �j 1t�Q bQ" 0 ; ,OQ " 201y ,�;, HOMEOWNERS S -. '�. U u FILED POR REG18 TRA T70N ON THE..�,...;,...�..,�:.......:....6A `I', `,CAI*"' 2"ON....�».�. A " -1 N DULY ECORDED IN DECO GOOK . �........... ,...�...�... A T RAGE AM Pl�f AND D R r < SNUG HAR L145EC3 3•DWQ #: r p owl.-....,a.....,.....>,+....a4lu.....-.,w. ..:a...: .._..-,,.,,.,..,,,...r...,..,.,a- «•.,tee..,.,.,. ...»,•.:,.w....a«.,�.-.»..,,.... - � . 1 ,> 'll - /�,y ... t ` - s� e AL Al CONTPAG-TORb` ♦ao �'' STAGING 1 {- «: ::k _ AREA 1 j`Q (SEE NOTE i)JU 1`S ! \ \ o Z 1 wL Li ZD MC ` C/) !N,t 1 ! ILLJ N 4 7 N ' 1 rq i r P a 6� \� 5 WOODS BRUSH 1 1 ! l E U PROJECT LIMITS �-'' �=- t 1 SILT FENCE o e¥ t O rtt PROPOSED CURB o " '{_ BEGIN RIPRAP x F & FLUME TO TIE t �' IN AT JOINT OF i t Al�� EXISTING CURB i --1s �, cn `i, Fw. ]I MOVED 1 RIM - � RIM 20.90 Oj 6 WIDE SECTION OF OF PAVEMENT TO BE REPLACED tK tt t �d0 � 1 III1 �C ! r_ 1 Il I �1 INV.= 13.35 14y � i/Pl�l1 1 ! INV.= 11.92 ♦ ` I ` d $� �tk / A ti h� /. � j / �, � soh / � /♦ I / lb �, cB RI 20.30 ♦ 1 �0. d , rp APPROXIMATE LIMITS/ f/ OF EXISTING RIPRAP -1 o e♦ ♦ �1.3♦. ♦ STREET BOUNDARY _±_______ -� __ __ CB - - - - _ - - - - ♦- - RIM = 20.50 STREET BOUNDARY ± INV.= 18.19 C------� -------------- -- - 24 O CMP r ♦ COVIL FARM ROAD BENCHMARK TOP SPINDLE HYDRANT ELEV. = 23.51 (ASSUMED) ♦ SITE PLAN EXISTING '/I N V. = 9. 61 20 0 2® SCALE IN FEET NOTE: 1) ELEVATIONS ARE BASED ON AN ASSUMED BENCHMARK AND SCALED FROM EXISTING DRAWINGS. DESIGNED BY: KPB/JCR DRAWN BY: JCR CHECKED BY: KPB 2 ADDED SILK FENCE AND NOTE 7 JRM 9/5/00 APPROVED BY: KPB REALIGNED SILT FENCE AND ADDED PIPE OUTLET PROTECTION AND DETAIL KPB 6/11 %99 NO. DESCRIPTION BY DATE DATE: 3/1 8/99 R E V I S I O N S CLEAR & GRUB �T EMBANKMENT FROM BEGINNING TO END RIPRAP PRIOR TO FILLING �X' �1 � CB 0 8E d .-) T. 21.41 a 48 1° 4 B. 20.79 G -' ' T. 21.63 Q ' B. 21.38 6400'0"�43 T. 17.97 B. 17.55 A 1 12" THICK CLASS I RIPRAP ey`�• �.� PROPOSED CONCRETE FLUME & RIP --RAP ■ 6"0 RIPRAP A ® o 7 1 /2" TO 13 1 /2" R=1 /2" / s / 3 11 /16" 3" / 10" �/. .® . 'R=1/2». 41 4 4" 24" SECTION A®A PROPOSED MODIFIED MOUNTABLE CURB GUTTER NOT TO SCALE PIPE OUTLET TO FLAT AREA NOTES: NO WELL-DEFINED CHANNEL ell La=10' i SECTION A® A 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. IN A WELL-DEFINED CHANNEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 5. W Do + La. 2'-0" 1'-0" 2'-0" 10'-0" 10'-0" 2" 1-1 ASPHALT PAVEMENT _LAI5MNU END RIPRAP ,: . 2 CURB &,-GUTTER r f.. . SEE DETAIL A -A TYPICAL PAVEMENT SECTION EXISTING RIPRAP (TO BE REMOVED} `--- SEE OUTLET PIPE _ j" FILL NOT TO SCALE CONNECTION DETAIL x ; r o j PROPOSED WOVEN GEOTEXTILE FABRIC LINING 1-1, 345-1_ F a CATCH BASIN CONCRETE ENCASEMENT rr r TO BE REBUILT 1' 1 �J. < BY CONTRACTOR err°_j r PROPOSED CURB ft TO BLEND WITH 3 EXISTING CURB ' J IJ a i , .. RE1"1,.N¢ } f`-..m...,-,.--..�.5ar..5 t,..<-....... � - y _ A ._ N._ ,s,,Ay.K OP SP!NDLE ' iRAN]" N]' S. SITE PLAN ®PROPOSED IMPROVEMENTS N `fie`", 20 0 20 SCALE IN FEET ENGINEERS and SCIENTI� WILMINGTON, NORTH CAROLINA ' MAX. MIN. 12 1 /2 GA. W/MESH SPACING 6" MAX. GENERAL FILTER FENCE NOTES SECTION 1. SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY SHEET OR OVERLAND FLOWS ARE EXPECTED. 2. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. STAPLE WIRE FENCING TO THE POSTS. 4. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 5. BACKFILL AND COMPACT THE EXCAVATED SOIL. 6. REMOVE SILT FENCE AFTER DISTURBED AREAS HAVE BEEN STABILIZED WITH TEMPORARY OR PERMANENT SEEDING. 1° CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION. INGRESS AND EGRESS ON SNUG HARBOUR DRIVE SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY BLOCKING OF THE STREET FOR CONTRACTOR TRUCKS AND EQUIPMENT ONLY. 3° CONTRACTOR SHALL SAWCUT PAVEMENT AND CURB AND GUTTER ONLY. THE DEPTH OF EXCAVATION SHALL BE TWO FEET BENEATH SURFACE OF THE EXISTING PAVEMENT. 4. CONTRACTOR MAY USE RIPRAP EXCAVATED FROM PROJECT LIMITS. 5. ASPHALT PAVEMENT AND CONCRETE DEMOLISHED SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE. CLEAN BORROW MATERIAL EXCAVATED BENEATH THE PAVEMENT MAY BE USED AS FILL MATERIAL FOR THE EMBANKMENT PLACED BENEATH RIPRAP. 6. THERE ARE NO 404 WETLANDS LOCATED WITHIN THE PROJECT LIMITS. -----� 7. CONTRACTOR TO USE STAGING AREA FOR EQUIPMENT AND MATERIALS STORAGE. AREA NOT TO BE DISTURBED. TITLE s" R=1 /2" R=3" a 16" A 7" EXISTING --° CURB & GUTTER Slttl VK SNOOD POST WIRE FENCING FILTER FABRIC FABRIC HEIGHT LESS THAN 36" ABOVE GRADE 4%4" TRENCH ICHOR IRLAP SKIRT Rj f n -Gf �..� 2 T55, i-ell c-4-m: VALVE c-A- r e, vA Lv e;. a 4-471' E-' VA LV 5-1v- EFA r I -Oil 6 1, Tes GZT�, VAUIJ5�� j -T 2-8"GAr5 vAM H`( WT rAV5. ---7 1 �- Ill= loot 15"0 Cmp (SPLIT IN HALF) BURY TO EXIST. NATURAL GRADE EXISTING NATURAL ILL NATURAL AREA TO REMAIN A UNDISTURBED PLAN VI EW IML SPREADER DETAIL NTS 50' VEGETATED FILTER EXISTING NATURAL 7,7 AREA TO REMAIN 7 UNDISTURBED 1/2 SECTION OF 15" CMP x 10' LENGTH CROSS SECTION M, 3o ArZ5A, 5 5' -K 3' Class A or B Erosion Control Stone + I Filter 7 24 max fabric at center -5 Section A -A 114'ike r Wejf� j V,4 LV 5 -I - 01, x 2.11 GK I -op &OITF, VALV151 In see ge, 1 ?L-d- L74�UTLj F 75V 5LO F M � I,_f I 'AJ, _J v 1w I C,-,12 ' GF 4 1, 15AI-7e-1 5 Nj- DA'M PMNTED %OV 13 1996