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SW8041006_Approved Plans_20041015
• y y N N Li. N y N W N LL L. LL IW/I \ \ I N 1 I 1 (y N CA N1:4 N in O V)i O O I- Ln O O Of CD I.- V' \ \ 4 Y° Q 111 \ • CO on CON CMM Of M QOf at N IM O 03 ; V1 VCC 1 _ is1- N In01 I- Of Os I- 1n IA VI V Co v. M IM In l •- In Q M �i . \ I- W po HE 77E -,.---,_ Ho -0002 !.Ib N N !CM M yHA � N F1 �Ui- ,,,, \ Z =i.- 3C> 23- CV DO \ mall- ., - - 0 ....c,,,./...,/, •,..f V " O -* tiVeik(711)/://, / J. 0 * «rVI% ►w \\ �LJ HZ 'CM CQ xW^O ,,ad/ 1 Q � OO te) Xt,, ,,..,, t - 4, v.. ,/,-,,,,..4,.//,‘ - :,/../, „,,., , \ I r rs,......,IL: ,...Liz 1.....i, , 44 Iv r :::.r."1";C:1111111,11111 Qc . It0;.;;;,-- t.v.::t...,1111:. i� r , , - is ® II .....„ ----- * .....:••''' ! / , /\ 011-71:-........1"."'"••••.- ' t v.:t 3 T aril I ..: 1 di\ 3, ,+••�Vx W 45 , 41.,,„, " ., , /, -,, , ... i - _„, 4r.„, I." so - ,,,y4,4.3 vs Jam/ �I.II�i%% . - HS7,1 - . %�r.�',, 1411),VP,, / / /T \err•R� •1• ,,,,,A 110 :741110k Aihr A ./,/,,, /, -, *• 14 Ilk r. pT4 ...-- — Pop 11 ior/ ),,rd. ,,,, 0 CA a%/*/ ,`;,,, ' 0 frill lk I 1J11i O co co 2 a I # 1— U 1 W O cc d e / le 1 ....... z SITE DATA zJ TOTAL TRACT AREA = 66. 451 ACRES o 1 % = LOW DENSITY SUBDIVISION = 47. 183 ACRES _ FUTURE DEVELOPMENT = 19.268 ACRES VII*� ° 6" t0" (<71,:,,Odao / ZONING CLASSIFICATION = R-15 24" CURB d GUTTER TOTAL NUMBER OF LOTS = 84 LOTS ROLL TYPESMALLEST LOT SIZE = 15,050.00 SF c II � BUILDING SETBACKS y0ERNEST L. WILLIS FRONT = 20.01W DB 491. PG 207 TO ' 'O PIN NO• 634702699067REAR = 15.DtiF ' _ _ -iddililli -O y zoNED R2o SIDE = 10.0 �b ' 60' d 50' PUBLIC y°9r ' = Rlc►trl of wAY c,39 • • �V1 A•4° LENGTH OF STREETS - VARIES__ 28' 8-B % VARIES I IN 1. y,�y u f GRACELYN LANE = 692.C LF 24" ROLLED I ✓' K I MBERL Y COURT267.50 LF �O CHATHAM . - 20 : 1 SLOPE CONC• CURBING1 11'" 59.5 20 : 1 SLOPE I I ,� G `p LARRY STYRON HAMPTON WAY = 1099. 78 LF TREET - (CUT OR FILL) ASPHALT (CUT OR FILL) 28',8-B , 28':-B \ `'A PIN NO•\:634702566589 , ro �. -_ 1 ( ;' P R FT."' ` I \ ✓1 °A$1q ZONED Iw DAVIDSON DRIVE = 793. 32 LF �9F9 . 1------ - r �I 50'+R/W �� MI 60IR/W I� \\ S6� WAVERLY COURT = 1066.67 LF o LF Fqo 6" CABC - `\ y MANDOLIN LANE UE = 652. 41 LF ojT� _=-I �� CUL-DE-SAC CUL-DE-SAC `� TYP. RESIDENTIAL STREET X-SECTION 50' RIGHT OF WAY CAL RIGHT OF WAY \` s,fy • PHASE I LOTS = 18. 4629 AC 2 PHASE II LOTS = 16.8668 AC SCALE: NOT TO SCALE SCALE: 1"= 50' SCALE: 1 "= 50' \` • , PHASE III LOTS = 11 . 8533 AC `� \ n PHASE IV LOTS = 19. 2682 AC (FUTURE DEVELOPMENT ) W 1gz 55 N �° NOTES i 'C ' ,r 66 ,� O 1pe 66' a "N O 5 5 4 'e'\ AREA. ' l I J Sj1°?� sA 17.665.01 SF 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENT 2 "r \\V.:60- ..24 sFvv io'g�:6� �y SHALL EXIST ALONG ALL PROPERTY LINES /;' a ' t= 1'62 53 .� -77 2. WETLANDS MAINTENANCE NOT TO BE THE l4 O N. �\ iiEi+6.79 � 3zpOj-� O RESPONSI 6ILITYFTHETOWNOFNEWPRT.VICINITY MAP e8 ��; 52 0• 1013 .E �- 3. BOUNDARYANDTOOGRAPHICAL INFORMAIONELSIE M. MURDOCH TRUST 1/0' \ \� AREA- 30-°%' Z PROVIDED BY BALDWIN AND ASSOCIATES, ENTITLED SCALE: NOT TO SCALE DB 662. PG 169 l'� 20.911.79 SF N66i' PIN NO. 634701475824 655.26 85 ry # 10p p0 -/ 1 - • ZONED R20 LUCILLE H. KELLY BOUNDARY AND TOPOGRAPHICAL SURVEY FOR c9• / o; 5 1 /' • PIN NO. 63 4702777664 . zoNED Iw LARRY W. STYRON, MAP DATED 6/4/04 2g"W �' \ .\ AREA- a,w -�' y, is ' 6 •RESERVED BY OWNER , 4. ALL SWALES ARE TO BE LOCATED IN RECORDED 12°p0 _ 1•.0 + i 26.110.33 SF �1 y y1 ytt -i t,\ 0 19.268 ACRES \ 5 t4 50 '\ �``, 11 60 .��`, N AREA. DRAINAGE EASEMENTS. o �•=- / \ - �\ 31�9Si'' 26. 18.63/.98 SF v .E,i 1, �, �, A 'P AREA= q0 4 \ �\ 1 ti ( 26.442.63 SF 96' b(1 \ t�6� 0p O\ z • ti� CURVE DATA - CENTER LINE OF ROAD fir\ gA.00 . I va Sg 2 E `' `�p0A, AREA.. �� 8// ,; (o �,, 00 �� ,5.272.57 sF ,,. N0. CHORD DIRECTION RADIUS LENGTH CHORD Ak e0 71 \°'' ° J 47 49 ey°° J` a = 1 N89° 1 8'51 "E 255.00' 191 .91 ' 179.36' �� r 4 5 W 91 - 18�637.99 SF �j ��A. \ '1;. dip "I 1c •a.,. ,-1 , , AREA- / -. AREA= 26• Q `,o\ 22.370.44 SA , 15.708.94 SF �� p o° D D` 1�$' �41 70° 21 'S6"E •00' •33' •33' UNPAVED AREA UNTIL d,\ 44 ie5i9.,1 sF ss.3o sF I c., O / Al 1� �oA \ eke2 N , ') 250 / 14 ' 14 /13 a' O O y a �) °FUTURE EXTENSION g91 \ 43 0 `o� 72 �► 70 9 a \ 3 S89 02 37 E 280. 00 185. 20 181 . 84ems ? p; AREA / •„� a 15.303.42 sF \ Ap5`j{575.pp � °v o A \ AREA= 58 h°' �4 <:` > 4 N43° 12' 31 "E 260e00' 211 . 50' 205, 71 ' e g9'y ` >, �' / 4 8 y / 7C/ AREA. 15.324.31 SF ' 15.565.89 SF 0,• \�!� .y44" a• 5�0 � i 5.045.0o SF O t� )o �p m , >,, \�L/ 5.300.00 SF 46 •8 - ! AREA. O •O '(1 ',s, 6 �i,,; coi " i ) i \ 1• s i ,• '� 5 S34° 45 56 E 500. 00 196.83 195.57 `.AI ` \ .___�_-_._._.....,...`,t $O, 1T.049.12 SF 0). , AREA. N 1� "`•6` `\ 9 �1, •O 1 ,.. AREA. ', �i., - T .731.0,SF C.) lO` > 41 16.166.58\SF .'.,0.00 ` "\ 4 `\ �•�_. 16 <m IA .9 ' .�' ,--�� 7'_ -�S70 ......._ ]l'l7 01 �' m ` © AREA DO , -- '3 F~` ut AREA= ',/ ,'-.. 15.298.63 SF . \ O 14.091.01 SF 16a 05 `1'' moo?'!3 f �. 6,10 ;� N, .w, 128.54 \\ a 74 69 9 \ ass ��o / LEGEND 0 9 O 9/ . > i A7 026.00 SF \ •00 2 J,, , - „ .S.28 vi • '16E818.33 SF • \p' t2 i' $3 r AREA. h AC ACRES /�'' �`j $� o``\ t9�;Op © - 1 03rr •32 .``�'r�, �, : ' ry17.748.67 SF 0j 9E444.B7 SFA. ,tee°� \ �r•� 6O �a ,� B-B BACK TO BACK /�. N• \ �1�� - \.,S ` 6'•l /' ti / / ,,.g `,/ _ \.. ?6./ Nq' •\ 7S s\ 7 AREA. 0 �i CL CENTERLINE \ - 84 9roo �_ `�_ 75 68 9dO?\ 15.39T.63 sF DB DEED BOOK r 0o zA"�'" �W s'o• ., 26.51 °3.g �s`\ 9 EL ELEVATION 61 FE FINISHED ELEVATION s0.0 . \ 6A'3AREA= g0, os+ , S ^' F ` FH FIRE HYDRANT �114 °°-'4 2 .. ` \.y �°i' 1 A 12.61 ) ,7.328.63 SF • � � D0 a.._�°E \. �../'.'._-_.\ �►• AREA •j, 9� S) :, CECILIA B. HAGAN • \ 1"s 614.o2 SF \ \�::\ 151• \ coNAON AREA 83 9 -r 6.� \ AREA=DB 630. PG 48 1i lgaA AA g 0 � 72.3° SF 'sA 15,59l.sz sFo �o o. 0 �yA aZ. INV INVERT PIN N0. 63470t463456 iJa \ °1 .,\ a 86.97 sF O oy ` ,� \ ' s's7 ' �tie� ,- LF LINEARFOOT ZONED Iw ' BUILDING LINE ,ercp67 MB MINIMUM> O /0 a� o„6g• o' (o> - 0 24 ,. 1s ioo.00 sF - 81 sS � ry \ AREA- O� �arti ��� ,, MH MANHOLE �� vo(201.; :, �k � ,� i AREA- .22sF �o• G�! O MIN MINIMUM u, J AREM � '..Y LL W . L ` YyY11 L1L 4L a1 / .� (•\ 15EA_ 'NPSG O265.OTSi k n u AREA. 7.95 `M 9. 98�� f7 A '\ 'Vy')`_�`� ' -h.le 1. 'mom i-"1,:uk1- �..� y. i _1 -r 15.300. r� 4 Fr� 9� 3. , 0. N BER P0y 11 L 00 SF 0 M 41. t y.� .1,u 14� kdk -1 1 1,Je 1,1. 1 alr , r A �J ti� '� 1 .� 11 - , o AREA- . PBO PERMANENT BLOW OFF y ril �b 1 ilt L. k k 1,4 le k -S \ \ A. , y:. L Lx-11 Ly 1: 11 j p.._ / r /A8 0 / / 1p.g� 40.148.6, SF . . P �^ / -/ � i�P�R,'t 66t1P ,1., \ 4 , .4r 1 1L ty 1111 L*l,l, 11, REA- „� / _.. y. ...:.�- . AREA- °_,. .. :ass / 1.. /_ "' .-' > -- PP POWER POLE Qm "A u i - 15.300.00 SF - _.._ - _.--�,..._ ''',- 15.397 65 SF .3g p 6 �\ ► . . 79 0 �_ • 1 Q FLIOW o 4� \ `. yl 1 y \;, AREA. �n 6y a R RADIUS e CD16.001.3737 .1 i l e RCP REINFORCED CONCRETE PIPE > ' y • � AREA - �.-1 i -•4_.O a:i 1 . ,... p • 0 • > �� , 9.30 .': AREA= ,\ o ,6.,s.sz u 78 !� o li. . �N • RRS RAILROAD SPIKE 15.050.00 SF„,„- a - 6 5 ' • 0 AREA- CD1 RtW RIGHT OF WAY tr 1�5 ,- ' ►\ '' p �` g5.00 15.476.42 SF 7 7 ",, AR SF SQUARE FEET CECILIA B. HAGAN s ° 1�. L . 1 1.'-`1, .L-i E _ L. .1 5.3t0.91 SF PP r' E = ►, �i AR A eR A o TC TOP OF CURB '�O 1 ' i 1 21.T78.61 SF L is n 18.980.58 SF DB 434. PG 407 - o • G"' ,"� \ 1 )1 TYP TYPICAL PIN NO. 634701434294 `'e` ® .• 7q0 V VELOCITY 36 \ \', 1x �� 0 • ZONED I `,� 22 • 20 -i 19 O ' ..y i �1.1 1 ..`-"L i ,O yy t1` AREA. e• • . ,,. °Ls ,0- AREA= • .• L 19e.zs ,' , :z47.53 SF 1 • DRAINAGE EASEMENTS • ,6° j� g,"� y 15.854.48 SF OO • 1 AREA AREA• I� v /O - "ya L,4 i i `1 `L �1'`,� L •��'. 1 ' m�A •0 , 22.537.15 SF * 21.017.a9 SF y ..� 1 11 ���� � 100'REOU I RED CURB o \ 17 �_ �1 q�. OUTLET SWALE (I) �� ��� _ AREA1 r0 �11 �11 -�1 1 �1.1, •_1 .'i ,�. 1_.1'+ °�1_'i_�_1 1_' '1 i_ 'C:P. i 9 /.. r i yi�L�liy 1'�`.a i"�_:>i_"_�`i�` `_-i. `"-�,� ,��;:ai 1 j •�i ✓.1-1::.r1�l a..�.y i,_ �..i�r 1` S65.25'31"W ,. O �� .Z i7.712.22SF ! A. 1 _ vL _- I 1i- ``-', ., ..� �� 1 ' r 1 - �i 1. 0 27 AREA ,i.: 1.-.1 .. .,_i i ,(:-i 1 i - i �1 a a i_� ��' 'i- RESERVED BY OWNER • 49.95 AREA_ 0 - - SILT FENCE t 15.050.00 SF \ 21 �•, Cj•36 �� 45.6 / ,5.300.00 SF / /� 16 / 4 �_ e rye 11 i' - lr� r ���`i y1.1`���i. .� �i X S68.41'03"W T. ��,;. 91 T 7 0 54.20' ' `� m \ 0 11A8Een SF p g3,gg •• WETLANDS -- - 90. i 5.A00.00 SF S72'06 43" a+ , , a .. - AREA. i. �/' 57.33' ���n. zo A Op - , 00_ _. �,- �� e 24.02 3 4 1gS ` _ AREA. t0q 1 +•R4ra S65°36'41"W 8, \ 26 A ---- 165.31 „• �3�p0s 90 15.z92.z6SF i� AGF ��1 . J� 4 101.44 .- AREA= .6 0A e� a --13 f Op AREA= .r'• ,. 15.050.00 SF g i'' 4.91 - , 15.026'.65 SF .O .> / �O CECILIA B• HAGAN 1N�G1 \ 6i , ti COMMON AREA i �O. DB 359. PG 201 567.46'51'W ` v O.pRa, Op �\ A ��8g ,, ll 8j2 A AREA = t, . 43.79 31 • • 2 1.15. 06 �69: p2 �0 31• 1 .34 18.OT AREA (3.93 ACRES) t �3►' . �� 3 PP • 571°55`59"w AREAS %� e A � � 155 0,- AREA.21.44 SF r e ���' l e'12. 16.509.27 SF ,6 j� / F 38.57 _= ` -. 16.155.63 SF ' •, 'O r �, • /�',, l _ $, 0 -�Q� - '�' i r o m • Vtp . ' c .--'W t, - _ (I) A *�_ss'Me�_ A `L 33 .y A `\ v; - A �$ l oG� /l r� es so P` .PRI�F -, .2.66 �•�'. - s� 12 N AREA `, 7 /. / ,/ O ' w 0 .� /' / v 118• y1 �`, 3 2 15.050.0o sF �V // 46 8 /' q 3 , p2 03 > •AREA. \ •t p, AREA. t / $ Nt L, 0° O -.1 - 20.001.55 SF 4 +, 18.637.98 SF >; / - ' r; •-a a a� 39.0: AREA A ,'• fly' -��E �� '!� 30 �� __ ` e'aD O A • r 15.1%.49 SF . A tD0 / /• / �� DfAkNA HULL Ie�- W o 0� ti' v• �' i DB 932• PG 127 ' p�. d��. e o 7 > T� , / 7j g.590.36 SF /� /r 6 dam, IN NO. 634701453936 . ��' n9 o G, o ONED R-20�. �1;25'2g,p1 �,, (d -.1:„.--- � / �\ • �'� r� \ ' (ID �) // $9 . ���. . b� O V' O ' U' \ p A\�� ♦ A , -1 2 5 \ , A. r /AREA. /N kb / 12 6.504.14 SF 0 �.' f -1 'h \ \ �0 , 2 7 6,3, 1 `,''t , "- '\ V d, �1 ...0' 1AR5E300. - / / 21.762.25 SF / 1 1 �/� _ �-� �L 35�F m , X.:. v, m 'a ,\el I e j 10.72 \ 26 •� '�1 O`' - / ��'� ,� `� ANNIE R. SMITH AREA.. ' m s b 6 � �� �7� '. O , AREA' A O r / AREA. • .� / APPROVED �, �, DB 406. PG 325 t5.662.62 SF \ • p2 �/ f �� a NORTH/��� V A ` 18.637.97 SF V O V 1� / ( r 9 382.78 SF �. 0 \ \P 1 N N0. 634701453886 1^ y �5,6g , O - A� � w a� ,ZONED R-20 �1 v \ 2 7 AREA.. �g ti �\ . o .�' 1�.72 V AREA.. .0o SF V 93' f W1R0 ENVIRONMENTAL N > ` / / / -� A N� q3.6 \, ; AREA. (2) PP. MANAGEMENT COMMISSION. �' , A 1 A AREA. \ Mg, �`V A 17.839.32 SF / �i .�' S.l6, \ V a , > •L\ V 18.417.70 SF V ap.(lp i'- / �� • 42 7e DIVISION OF WATER QUALITY v-, vv "v y iik/� '"v �5 .`' 5 th:ENCHMARK / E 2/6. 47 \ \ TINA J. SIBLEY -a \�" \ o, 2 9 57 129• DB 887. PG 631 "4 2 8 \ \ „`, '00 •Ii......-4:zA 26,7 N, 1531 \ RRS I N POWER POLE S89°09 10"E 19 • 0 N79°19 10 \� \� PIN NO. 634701454736 �\ �\ 93 NF,a' 0, 0 �\ ELEV.=20.66 / �� �'�� ZONED R-20 AREA. \ \ ". 411" i- `;'�I"�\. , \ 1 •'\ 18.417.71 SF \ 1c„...i r ,A-\` q J ..6 � \ NJ / \ \ 4gOlp'ce`.1c� p . AREA- O �3 ' .•6'S0 O GUY W. HERRING. J'. , , Ay y9 ro \ G�-'60 92•° \ 0 22.417.25 SF �.(g• �. DB 746. PG 737 ) DAUGHERTY HEIRS A x� 1O�Op � n �:,¢ \ PIN N0.6347014513_ DB 634 PG 373 1 yA 9 \� \ m\ = ZONEO CH W M H. REVISIONS \ s11e p COMMON AREA �''� 108 e, O o� �` s \ / No. BY DATE DESCRIPTION \ (0.41 ACRES) '� 2 �•, / -j 5•y5 '� 2 , 17.747.01 SF �. . °,J 6j/ / \ �slal � � Ty; � 1�p.06 UNPAVED AREA UNTIL \ AREAS FUTURE EXTENSION / �0 -- ' , ,5.196.0 SF, a -. AREA= y 6�° �' �'� 18.257.T2 SF � 2•p .� \, A COMMON AREA J 9 ! `� >�' PP \ 11'y - (1.082 ACRES) o 1p SITE PLAN ,`' � f sue,•O, `0A a �.' �;* ' 0 ,/ __,_,_ G RAC E LYN PAR K n O6 C- 1 cN 1^ ' \1 ���\ fa N6G.y° �� 0•QG3�01g5�555 ��.��.-, \\ \ i 2 Cg- -OS. F3-5 --' OCT 1 3 2004 i "r,•' -, °Q N..R Z°'; \IEWPORT TOWNSHIP , CARTERET COUNTY , NORTH CAROL I NA \ y ' ' ' ia�.' .., �Ci i_ etIENT: RJP NEWPORT DEVELOPMENT CORP. DESIGNED: \, \\ �� - ^��> GUY W. HERRING. Jr. C/O RAY MURDOCH MLM/GYT \ \ ,�� DB 746. PG 737 ADDRESS : 123 NINE J DRIVE \ .I t " PIN NO.634701451324 \-- IA- 66i' ZONED CH DRAWN : ,►rtwe�ri MLM/G Y T .rw �a NEWPORT NC 28570 .,,c:1►GAROCI re'Oei PHONE : ( 252 ) 223-2229,� °� �;•• gS1�p�"4,1 CHECKED: RDC r a04 •,k ENCHMARK 1 00' 50' 0 100' 200' a Sip,A, s STROUD ENGINEERING, P.A. APPROVED: RRS IN POWER POLE :# �' �3 cr . 151A HIGHWAY 24 ELEV.=25.4 4 ������/ //��������%%��% 1 R D C \ %`/% , /%i%///zo-, , - �Q;�� = MORE . AD CITY, N.C. 28557 SCALE: 1 " 100' 5., �4 DATE: 10/12/04 rnl 1tia� •• 4 (2dr. -7479 SHEET 1 OF 11 \ NCGS►gNt1AENT ,r,,, , Ll ` ,.11` ibi )4 SCALE : 1 "- 100' PROJECT NO. PM 816-10 ' 1 z.6445.147.611 Y.374.126.,73 '`'""11,14 RONALD D.CULLIPHER P.E. F IF I L 16/816-10/PM816-10.DGN �►\(192T wo) - - r 7' - •• _____________ I ��I, ___ 1 NOTES SITE DATA - CURVE DATA p��� 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENT PHASE 1 = 20.72 ACRES Nk SHALL EXIST I n LF\I TAICC FUTURE DEVELOPMENT = 45.73 ACRES RADIUS = 17.00 RADIUS = 51.00 RADIUS = 17.00 RADIUS = 51.00 N JH-FILL LV1J1 AlAl VKIV AlAl I PROPERTY LINES 2. WETLANDS MAINTENANCE NOT TO BE THEZONING CLASSIFICATION = R-15OLENGTH = 26.70O LENGTH = 78.12Q LENGTH = 26.70 LENGTH = 39.08 RESPONSIBILITY OF THE TOWN OF NEWPDRT. TOTAL NUMBER OF LOTS = 38 LOTSCHORD = 24.04 CHORD = 70.70 CHORD = 24.04 CHORD = 38.13 '� SMALLEST LOT SIZE DIRECTION= 566°16'36"EDIRECTION= N70°53'20"WDIRECTION= N23°43'24"EDIRECTION= N89°42'4Q"W 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION = 15.026.fi5 SFRADIUS = 17.0oRADIUS = 30.41RADIUS = 220.00RADIUS = 51.00 ��� PROVIDED BY BALDWIN AND ASSOCIATES. ENTITLEDBUILDING SETBACKSLENGTH = 26.70 LENGTH = 18.08 LENGTH = 12.61 LENGTH = 45.34 BOUNDARY SURVEY FOR LARRY W. STYRON, MAP DATED 6/4/04. FRONT = 30.0' 0CHORD = 24.04 0 CHORD = 17.91 CHORD = 12.61 CHORD = 43.86 REAR = 15.0` DIRECTION= S23°43'24''EDIRECTION= S78'30'18"WDIRECTION= N70°21'S8"EDIRECTION= 542°52°20"W 0��� 4. ALL SWALES ARE TO BE LOCATED IN RECORDED - -DRAINAGE EASEMENTS. SIDS = 1C.0 RADIUS = 230.00RADIUS = 30.41RADIUS 17.00RADIUS 51.00 ��- LENGTH = 165. 1 LENGTH = 12.34 LENGTH = 26.68 LENGTH = 63.48 LENGTH OF STREETS �� 5• 5/8 " REBARS ET AT ALL PROPERTY CflpNCpG O CHORD = 161. 8 10 CHORD = 12.29 CHORD = 24.02 CHORD = 59.46 CO NERS GRACFI YN I ANF 692.00 LFDIRECTIONo• y�qa �� o \�� KiMBERLY COURT = 267.50 LF = NB.•18'51"E DIRECTION= N74°09'31"W DIRECTION= 523°40'34"W DIRECTION= 518°15'01"E cfTy A UNLESS OTHERWISE NOTED. HAMPTON WAY = 875.00 LF RADIUS = 30.41 RADIUS = 280.00 RADIUS = 17.00 RADIUS = 51.00 0�0 �� DAVIDSON DRIVE = 793.32 LF LENGTH = 30.41 LENGTH = 45.61 LENGTH = 26.70 LENGTH = 10.72 O N70.21'S7'E T, WAVERLY COURT330.00 LF CHORD = 29.64 0 CHORD = 45.56 18 CHORD = 24.04 CHORD = 10.70 16.05 tg2,35 DIRECTION= S47°45'29"E DIRECTION= N74°45'43"W DIRECTION= N66°16'36"W DIRECTION= S59°55'45"E _„c • N68.43'24"E 1 '0 O ,0 RADIUS = 51.0.0 RADIUS = 280.00 RADIUS = 39.00 RADIUS = 39.00 FUTURE DEVELOPMENT 38.11 o O CHDRDH 6 .92 0 CHDRDH = 80.00 19 CHDRDH 29.64 co CHDRDH 29.64 DIRECTIONif_S62°47'57 DIRECTION= N87°38'31"W DIRECTION= N01.03'38"E DIRECTION= 543°36'50"E VICINITY MAP �\ .yA"< Q� sm.:MQT ToscA�c \\\ \/ •/ \ E,B . .•• C°V ' 05 . LIF7 o RADIUS 51.00RADIUS = 280.00 RADIUS II RADIUS = 17.00 N 'I R1w 83' W LENGTH 35.92 LENGTH = 75.36 LENGTH LENGTH 1 �\. `ZG29 STATION o6 = 26.70 \IE 6 6 0 .r OCHORD 35.19 Q CHORD = 75.14 ®CHORD CHORD = 24.04 \ I A6o' PV }� � 5"(2° o SITEDIRECTION N59°38'49"EDIRECTION= ST6°26'03"W DIRECTION2'33"EDIRECTION= 523°43'25"W\ ° 33 13\• 0 2g°wZ \ N' Zq°F 9 3° �_ri ST2°000RADIUS51.00RADIUS = 17.00RADUSO \\ ,14•A268.A3 £ 5°' FUTURE DEVELOPMENT LENGTH Sg•18LENGTH = 26.70 LENTH� N � 7O CHORD � - � N/F \ „ ��� �n•,w, 55.91 4CHORD = 24.04 1 CHORD= CECILIA BRONK HAGAN \ 2 W mQS > �'w �?TjF R TIONNO6.1S5""tEEsr DIRECTION= N66°16'36"W DIRECTION 12'16"W4 - 114OFPIN N0. 634701463456 \ b?, 3" o ojAPPRppAL• DB 6NO PC 048 \ Q' O D ®__IZONED IW AREA= N fi w. � T B 4.�� 15.041.69 SF\ AREA- ""` L _ Carp1 .__ D ;G`\ 3S /�.. O -20.065.07 SF / n U '�'' Ina. d0Cer � TDwn - ��.:.::.:� -•ae,, ,..�_ -�� � T° Boar tify .tha Cle.:k of/ Nr / °'Nj w ed d of Comrni on theytheTownof, �' EPs� /i„ GEEi � the s sov da. Ne_ dedi ti s r Yo or ,NPG/ \ ° P/ -4 .,, -- a dr ca oofaxi.P oved �-, �'A tho �- y ` 20JP✓ -0 /Z°%Pin� 3 / pno7the S1teS , y 1he treetS n + ys plat r -' 7Z t TE z / AREA= o / / „E c\ _ OnS.lUlll O pL�'I31i c.nen rf=�njC:i he w • 15.050.00 SF , / 2A Pccylc-' _ y _ ty t0 �' pll:'� tS. ri. ,-n ntP end 431 E -- Ill O e rOSE'S ;, .2,,,,_ 8CCn-, �_ �+ tw\ s �I' of intai own r u Z �\ ® AREA= 66' ANGF i' ?43 ng bo ep n �I! ma sarn sn cn. of_w.at; l c r_ LEGEND `� 0° ,v AREA= .52 SF �' q0 ./ \7 N/O Oc �� ,�,_. '' ,�'I`. the Town 1; �' L� erg 4L'-� public w `m 6_o IS' m �' ,, q ruTUIIei4pV-.6PMENT -l , ,.^ e S S'4.me `w �C�o\ ,�" ' w -` /fit° ON r- 3 �y / �,,,,,. t ", it in the u; 0�1211pr. Cr EIR EXISTING IRON ROD C 9 i JE % \ AREA= 2J ." ! 11 P �w ._\ t 4�J \ 22.537.15 SF �' T; 2 'wu '. .. IPA" E > ; 6 ,P O Py6 j °' 1 •3 tie p t.. \; EI EXISTING IRON PIPE •O _ ,.r£ ;� AREA= .1 .:.,i,T interest,f, PK EXISTING PK NAIL w n/' ,.,a r AREA= d :i 4 .Y� ,'u/ L. �i.077.s5 SF -c rOr�•� �� �• do I ACM FXTSTiNI` CONC. !d'1N. CECILIA BRDNK HAGAN ' " ' �� " i t 15.050.00 SF \ '/ fe.�.s1 ;�►-I°- �. ` : - SIR SET ROD INTTt'E.. PIN N0. 634701464294 ,s,, 9� Z G y� � s 4 g5 ". _ j 1 �' JD , d '� ra l`et CI I! GTFII PtITNT DB 401 PG 000 • i` / •• n ` j9 /(;� ) y � ur lALULAitU ruin) ZONED IW "..."4 . \ /' 15 N. AREA= \' 2L7 ��= o I ,. MHW MEAN HIGH WATER ^2� /. N'S D _• 15.854.48 SF /J `_ (11) 17.712.22 SF of M l A Lt ' a"c,l ,.. ,�, - _.;., p •_ / S c ;� ,��I .O r\ U• ,, N/F NDW OR FORMERLY v \ PGE � / co > a / • p'" to 00 ,i t 1� MB MAP BOOK 1p / m 1+`� 1 �r REA= o ° ,QD�, PDB DEED G PAGE BOOK pR1`�- Q O �f ► / 1� - .3 ' 15.300.00 SF / -1 „,u ..k c j. • , AREA= \ •O u+ Ji.: \NPG/ �, i O • W..L V. ts.o5o.00 ° o °pP/ AREA= o �0 '• PP POWER POLE \ N65'25'31"E (--- \ 3F\ •t^ / _. -- P i.F 15.300.0@ sF /o LP LIGHT POLE \ 49.95' Y _ h ; y ,,:. OE OVERHEAD ELECTRIC \ N68°41'03"E / '° _ j' ! ELEC ELECTRICAL PEDESTAL \ 54.20' j1N \ ° AREA= Op W TRANS ELEC. TRANSFORMER \ N72.06'43 E !` P" EP`6 � ° 'AREA= F a� f Q qh / 15.292.26 SF,, ! a �" TEL TELEPHONE PEDESTALL „ a GE `18.637.98 SF � \ a P3N M- �t 4 --- m / AREA= TV CABLE TV PEDESTAL \\ 57.33' - f is N Z° OP AREA- •s o 0 tSO�►�� N/O O 15.026.65 SF `' / �f CO CLEAN OUT WM WATER CECILIA B. HAGAN \ N65'36'41"E M0 /� 15.OSo.Oo SF \ o �53'0 1.9� S•43- 90,E i' �o MBL MINIMUM BUILDING LINE 101.44 �. �/ -� �5 3 w • / TOT TOTAL DB 359, PG 201 \ / �/ \`° �\ O J 2q"* / �Ot.► ��• U \ 30j 6 ® 4111 CMCC CONCRETE MONUMENT 7.46'S1"E w \v •. 4�.79 AP '\\" €111)r A'��,15. O 1 S6a.43 151•9, c \ - a,. -,'4 010 3• S TOT, �'QO ` so M� CONTROL CORNER N71.55'59 1< D AREA= \ A 2A'6 �p �A- ^ £ •�S ' FUTURE DEVELOPMENT 38.57 \ ". AREA= .63 / / t'� \N \\ `g 'A 19.921.44 Sr O 30 04 / /` AREA= 3 ' .. L ' p t:52' `N �� ,� �: 85� T �'l •p 8l / 15.509.27 SF -' (I) <"� ^ w AREA _ O• \o_ 4 (..Q� �� Spy, c - - '- - P 3`F ._ _ _ l- _ t •-'c r.. ,,....,1„ J _ _-tea _ _ _•- _ a ZA: j. iy AREA= , N h� �.J \ a ® ...../' J \ \i �' .AREA= 4n 5 c _ •la P ��' ...t Nj2_ 20.001 N/F .55 SF �:- �, i AREA= r ♦• / Z 18,637.98 SF \ ,a�, o ") .� C7 •O f� ` / 19.599.36 SF \ \ MANLEY G. SMITH �'n = 35. .mow 0 15.495.49 %\ 1 • ! 6OA 9 0 o r^ n 4 96 2A go DB 43 PG SMI �. `18. \ •:O •<• -o .o �1°•O,' �''\ F, 9' 21.762_25 SF.,F- / / '-t- /\3 16„w \ZONED R20 „w Z © ® G,1 Z y m0 ZA �\tF ^v Q a / ��` 40 448,..., 66.5° TDrN OF NEWPORT \ ,,��:25'91° ® C4'S` V - 2 A _ 0 TFJ PLAT HAS BEEN APPROV FOR CORDING. 01 S � ; / ; :, c p �� N6 r\ _ 20.461.315E , �� ., `c 0 7 Y/ O 1 .� Z \ 411) 16E637.97 SF. ,/ N/F 0 , \ `/ ® O® ® / �\ AREA.. AREA- �^ 3�/ 24.48 .O, .3 i 'D; \ cc (� \ \ ••,\ 18.637.97 SF,, 6,_,� 1s.300 00 SF i O- ATE I. WALTER I SMITH AREA= o o F, ON NG ADMINISTRATOR. �\ 'V DB 406 PG 325 �_ 15.662.62 SF �" © $� ( 11111 �'\ 'a •. �L 00 2 / o „� / �� ZONED R20 ��' S n� �r24�w NS ,�S T0 in i ,6 90' - r, \ 4 T A g2.0 A�1 Z AREA= Q S60.4 2 REGISTER OF DEEDS CERTIFICATION 15.300.00 SF �, ? !'� FILED FOR EGISTRATI AT �;00 \\\. //��� N C168�6q j4'�G j \ 3.03 i ' % :I.C.:E:::_ ' ,\ \--- i�'- J N \ 6� \AREA= \ •'� M6'� S AREA= �.'1 . 00 0 43 \ 90 \ ON THE _ _ DAY OF �(' J - •� p \ a, i8.417.70 SF \ .�- - �, 17.839.31 sr s 9\- o RECORDED IN MAP BOOK _ �_ PAGE \ ! N/F ' \ s = 9° 00 ,TA 1 �o `lr��\ ��•51 g�N3 '' 'l' N/F MELANIE ARTHUR. REGISTER OF DEEDS TINA JOANN SIBLEY A N4. 569,q3' CMCC o� 7€4 \ ,<,/i\01P` DBY746.w. HERRING. Jr. °� . \ PIN: 634701454736 O� 'n o_ '4 00 °0 .r • . 6a1 PIN N0.634 701 4 51 32 4 ' ' _ DB 887 PG 631 - rP , AREA= ap © g3. 93' N Gl) ,,,, 91°• ZONED CHBY\ ZONED R20 \18.417.71 SF ` N 6� AST'DEPUTY ,� ,\ 6" O \ 3� ® N` g2.0° , ,P \ 25.238.31 SF -' �{' ^w A a 0 M \,A P\' o °�' 5° \ °•0 5A E 9 00 ex .IN a7w e I v10 .v z�t.�, sbb. N1 4 CowoN AREA •F1pC ��c E,AS °oa•2 © "� REVIEW OFFICER CERTIFICATION \ ? AREA= 011\ �� 6° 2A"E 2 STATE OF NORTH CAROLINA \ �.^ sa., A \j .a31 ..,- Me �y / COUNTY OF CARTERET \v. \ �..� 'Z8 \lbT' �l AREk= i., 1r _ .. `\ .3 4g I.* N\y1 �-- 18.84 T.60 SF Vr r • -,; Gp�j pt1n, /����rt�� �9 .q3 2 0 I. G`-n•Za.84S1A1. �_. REVIEW OFFICER OF CARTERET COUNTY. O , she / �, ID AREA= •- CERTIFY THAT THE MAP DR PLAT TO WHICH THIS CERTIFICATION IS \ • \ AREA2 .67 SF .\ O I 9 �"'� �o; �uNPavEr AREA UNTIL AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. \ 3y o 352 2 \ , FUTURE EXTENSION CERTIFICATE OF PURPOSE OF PLAT l//, fD/A/A_'��,(�//A'�-"O .� AREA= S _ \� i(Y-6(4�`� I-3a^�� 6.., 19.352.32 SF - THIS SURVEY CREATES A SUBDIVISION OF LAND R EW 0 CER DATE C0 AREA y \\ IN A JURISDICTION THAT REGULATES THE � i AREA= o �, ,,yr>s N/F SUBDIVISION OF LAND. MCC 4T.854.TT SF `,,' 6 6 GUY W. HERRING. Jr. (`4 v� w N 50.00 DB 746. PG 737E w �€ A". s_ ' 109 �- s 2 n ;�,� FIN M0.534707451324 0,4IIIII/fis REFERENCE NOTE: \ z�� 6, ,w N/F o Z / (`OAne/'i� BOUNDARY INFORMATION TAKEN FROM MAP �QR n n p 5 pip \\ CECIL G. SMITH 41 __ _ _ "° V 'i PREPARED BY W.D. ROBERTS JR. PLS �uoJ-SSIONAL LAND SUR E \ 1. %� Ego O \DONED2RPG 379 '�-` % + E� #`�' ENT I LTEDWIFE PLAT FOR LARRY W. STYRON .`?►:DOE m AND WIFE REGINA STYRON. MAP DATED___. \ oa N N/F \ �� Z �� .QQ �' • FEBRUARY 25. 2000. ao CECIL G. SMITH \ - c^-1 O J �// •7�L1 REFERENCE: DEED BOOK 1078. PAGE 166 •\ DB 203 PG 432 �.- -- DATE -- • �Q o s s ZONED R20 ,;� - SURVEYOR'S CERTIFICATION Li.7�+ _�� o o I. WALTER M. REYNOLDS. III. CER--IFY THAT THIS PLAT w� :AZ::: MAP FOR RECORD: \ F��- - WAS DRAWN BY ME FROM AN ACTUAL `,�' � s! ^ �� SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION ',' 8 ®�4 (l-Fi; CELYN PARK ., '/,' 'W� RECORDED IN BOOKS REFERENCED): 1HAT THE BOUNDARIES �fy4 �. ����� f 410� NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM A�Aa��t�bY`�� PHASE I, LETS 1-35 s66�°4's3 INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE OF THIS PLAT; THAT THE RATIO OF PRECISION AS NEWPORT TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA - CALCULATED IS 1 : 10.000+; THAT THIS MAF WAS PREPARED CERTIFICATE OF OWNERSHIP AND DEDICATION CLIENT: RJP NEWPORT DEVELOPMENT CORP. SURVEYED IN ACCORDANCE WITH GS-47-30. AS AMENDED; I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS) OF THE C/O RAY MURDOCH JH \ WITNESS MY ORIGINAL SIGNATURE. LICENSE NUIC�afilstsA� PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADDRESS' 123 NINE J DRIVE DRAWN: AND SEAL THIS 23RD DAY ANUARY A.Dt• D+% ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT, (,),) tic2/ (� ,.1 ' 4 Wig ESTABLISH THE MINIMUM BUILDING LINES, AND DEDICATE NEWPORT NC 28570 WMR _ -. ALL STREETS. ALLEYS. WALKS. AND PRIVATE USE AS NOTED. PHONE: (252 ) 223-2229 CHECKED: ��s, - WMR PROFESSIONAL LAND SURVEYOR S. Z _ ./ O� APPROVED: 100' 50' 0 100' 200' - L-1320 L-1320 �: OWNER DATE WMR V����� ����J������ y///, LICENSE NUMBER p ° STROUD ENGINEERING,P.A. /j��/' /������f������ i� �� 151E HIGHWAY 24 DATE: 1/23/06 SCALE: 1 " = 1 00� •�� ®8 ®��` OWNER DATE MOREHEAD CITY, N.C. 28557 6-10/PHASE 1 MFR I �! (252) 247 7479 IF I 411116• IZSURVEYOR'S CERTIFICATIONTOttN Of NEB! 1' REVIEl NICER CER LINA T t I. PHILIP A COLLIER. CERTIFY THAT THIS PLATTHIS LAT AS TEEN APP D FOR RECOR NG. STATE OfNORTH CAROLINA51 TE DATA / MI COUNT' �F CARTERE CPHASE 2 = 26.34n0 0V --I WAS DRAWN BY ME FROM AN ACTUAL ����� ___ (! ��► REV ACRES y 00 SURVEY MADE UNDER MY SUPRV I S I ON (DEED DESCRIPTION ✓� �� I. _� I EW ZONING CLASSIFICATION = R-15 9 RECORDED IN BOOKS REFERENCED): THAT THE BOUNDARIES TAT THE MAP OR PLATOFFICER OF CARTERET COUNTY. ZONING ADMINISTRATOR. DATE CERTIY EETS ALL STATUTDR TO WHICH THIS CERTIFICATION IS TOTAL NUMBER OF LOTS = 46 LOTS r ' v IOT SURVEYEDFARE CLEARLY INDICATED AS DRAWN ON THEFROM FACE AFF f D REQUIREMENTS FOR RECORDING. SMALLEST LOT SIZE = 15,266. 97 SF 0 OF THIS PLAT: THAT THE RATIO OF PRECISION AS REGISTER OF DEEDS CERTIFICATION __ - I��� _ O- 06 COMMON AREA = 177852.96 SF S�� _ CALCULATED IS 1 34.0001 THAT THIS MAP WAS PREPARED EGIS '� / 'CLOCK R VI '4Fe,c. F !�' 3 0 - IN ACCORDANCE WITH GS-47=30, AS AMENDED: FILED FOR/�REGISTRATION ArT -� DATE BUILDING SETBACKS y/yy <'1 WITNESS MY ORIGINAL SIGNATURE. LICENSE NUMBER. ON THE ` ',C.2_ DAY OF S.1 �.4L� 06' ERNEST L. wIL FRONT = 30.0' SITE4* _Zel---- O O o_ AND SEAL THIS 30th DAY OF JUNE A.D. A �' RECORDED IN MAP BOOK <;�L - T �O C�� MELANIE ARTHUR, REGISTER OF DEEDSGE PIN NO. 63410.3- REAR = 15.0' O Q-�tk ORO \\ ZONED R20 OZs99067 sA SIDE - 10.0 o e22 '®•°� ) \ 3• LENGTH OF STREETS ® BY: y- ASSISTANT A E \N HAMPTON WAY = 180.68 LF 4p r r7 a PROFESSIONAL LAND SURVEYOR �• , = 11111111111111 • o I � 9 Dj A NAGS ESEMENT \ ♦ �' WAVERLY COURT - 691 .95 LF oho o "0� L-4396 U o \\\ N6'S•A8 • �" \\ 10 EDGEWOOD AVE = 809.53 LF `� LICENSE NUMBER ,c 4•g ' ` LINE DATA0 ro \ \ \d, sa MANDOLIN LANE 612.40 LF 41( • °$ ® L N66.30'44;gg 20.oo' ssa•53'11"w ♦82' 6 ETF. \ \ O \ "s R/W AREA OF STREETS • L2 S23.29'26 E 1 0.09 • 66. 55 \ t7.4 CERTIFICATE OF PURPOSE OF PL ,„ A. �i°' L3 S23.29'26"E 10.00 5.26' ♦0 \ AD- PRIMROSE PLACE = 10.9811, 7 SF L4 523.29'26"E t0.00' •25 \ IC) \ WAVERLY COURT = 48 23 /I„" g " TIE ♦ '{ �.27 sF L5 p3 pg 26 E 8p 00' 1 \ AREA- THIS SURVEY CREATES A SUBDIVISION OF LAND L6 S23.29;26ME 12i.ge; N �; \ \ r. \ �\ 1T•864.9e SF -.\. �• MANDOLINEDGEWOOD AVE = 46.891 .50 SF VICINITY YAP IN A JURISDICTION THAT REGULATES Tr L7 s46•o2 36 E 187. EIP \ \ • utE \ \ `�' f* = e L8 536.59'o4"W 45.34 \ \ A. o MANDOLIN LANE41 .791 .51 SF 1xAlu Nar,•SCALE SU VISION OF LAND. A • Ho NN46.02'gggg"w 95.50' , \ 53 1j'66o•x, sF\\ \ '� NOTES °,0� ® L11 N36.25'46"W 71.41' �,,' \ y • 6�•e••,°° • / L11 N23.29'16MW 26.41' .�' �' 17r246 79 SF 1 . 5' MINIMUM DRAINAGE AND UTILITY EASEMENTO ":1‘,.. L12 N23.29 16 W 10.32' d, r' •\ AREA' ��� 1 � r'; -1i ' e.� L13 N29�'16"w 1Q.32' tD \ 23 290160E CERTIFICATE OF OWNERSHIP AND DEDICATION I '_ L •`4': i L15 N2 '36Mw 17 .99' c, 52 \ -\ .0.00 s SHALL EXISTMAINTENANCE ALONG ALL PROPERTY LINES. I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROFESSIONAL LAND SURVEYOR ( -4 •6) L15 N23.29 30 W 176.99 12D•@�` \ \ \ 30 �.�• 2. WETLANDS MA I NTENANTH NOT TO BE THE \\ -t-\\ AREA, 0 903.71 Sr \✓ . O 3 06 PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY \ RESPONSIBILITY OF THE TOWN OF NERECOR AN OF SUBDIVISION WITH MY (OUR) FREE CONSENT. o, as L=439f, • t;5 `� a' \ \ \ c," R \ /��'�.9, \jp3p`l " 3. ALL SWALES ARE TO BE LOCATED IN RECORDED ADOPT THIS PL 2 (p L 0 SS'... o/ \ 51 Ord` g1 • AA ESTABLISH THE MINIMUM BUILDING LINES. AND DEDICATE DATE 'r o®�� ' I • DRAINAGE EASEMENTS. ALL STREETS. ALLEYS. L S. AND PRIVATE USE AS NOTED. " �' 6 \ o`� 4. 5/e" SOLID IRONS SET AT ALL PROPERTY ,� 1 • �,� �/ L;o, AREA- A lot \\"•� CORNERS UNLESS OTHERWISE NOTED. CO '� \ 26.110.33 SF s 5 A ►. /- A. • O '�,\ k� 1 ;66•�O 4000 � .� -- 56 \ 5. WATER AND SEWER WILL BE SERVED BY PUBLIC C� S % ` 50 P \ \L'•l� OCA e* \ A E z �1-) AREA- O UTILITIES. _ - /)7,7 1 (-,-5 ELSIE M. MURDOCH TRUST M SO • di eo \p� A N A 6. FLOOD ZONE X PER F. I.R.M. 372o634 iooJ.GATE •,/� .-4/ i O 0 w a 1e.stT.9e sF DATE DB 662. PG 169 9 .5a AREA- \ l3 6•'� n JULv• 15.2CC3- OWNER 2 jr• I /•- /\ 26.442.63 SF \ \ i y1 N6 N \ s t PIN NO. 634701475824 ••00 1 / \ ••• 64. m . Ar \'-...3 7. DRAINAGE EASEMENTS ARE AS LABELED. ZONED R20 12 I I /" 2 00 e: . DATE p0... 1 I CI M \ d€0 > " ,, 153 0 �, \ S. \\'• 8. AREAS BY COORDINATES. �i1•�, 9. RAW CLOSURE PRIOR TO BALANCE AND OWNER 4Q.. \ \\ I 46 ml t� ���0 30AA . \ °� 15E2T2.6TSf\\ ADJUSTMENT 1 : 34.000+-• 00 \ \ tM I O / 1 �\ 566•g5 00 71 \ I. \ 57 10.EXISTING WETI ho"nC SHALL ALSO BE A DRAINAGE 94.• \ .. 47 / C\ 49 i "-� r, 'a41" 'q / AREA• s o O EASEMENT. EIP \ t: In W O I \ � 1s.63T ae SF P. yp \ \ Yr • a C�%'t AREA- I I'.. AREA.. Q6• �$ 10 a�••y1EN'( p� tm 41 N\ •4er •,k TICN f.. �` �\ Vf AREA- / • 15.T0B.9! SF/% \ -' i _. .►5 ` .� A qJa y 22.SiV.14 •aF •- 'e -, _ 1,� \ {fi A.- {� N/F �•�' :i. N �•- \ AREA- I I 23.955.30 SF / 6�'s s'\ / �;• ✓'\ \ �Y,, \ • �T 1•- �.� `\ ;.'"1--- E4Pf!R7 .-Pa 3r 4 le.sre.41 sF \\' '� 5 F I BO.634 02566 7 ♦a L� \it \ I I • 4 /e. \\/ 9 i' \ \ 1., • / t PIN N0.6347025686ee 7 d .fir O \ .p -�i V. , :\ r. / / /\' ZONED R-1 S 3 \ q \ _ \ 72 70 . ,• @:: 1 AREA- \ \�-30 ,/`� \ 15.300.61 i '3p. ,J / ' E;y AREA- �'y '0 AREA- i' \ 15.654.es SF ',- 4y \ .c o w • \ Me1, C8) < 73 a DD SF ,5.32,.3, �' �-\ ® \ �� � ' 'Q•I 4 60• \ .� , \ AREA. / \\ O \� te•a5.. h q� \ •�17 7 tom,, \ \:' 42 15..A3o0•Do sF \ `'' 0 © 0 r 0 •0 • \ '•\ ee , , , ,n.o4e.t2 sF / ' \ AREA- \ - A - • 'o \ // 427 /� • N1 \ -fa p \ \° ti+\ 1\_,.50'`"e`16.44 , S�0 / n / �� ,s.7s1.D, SF \ \ 1 2r' \ / 59 \".m �,' \ 41 ('' 161$4.19 SF ! ` 55.p2 .5 93 ✓ �ro / yip \ \ g ° 4. to \ f 1/ \ 0' l \ \�' \: ✓' / ( AREA- '6 .// \\ EIR , s_ �_ m �, \ (^ 90' ® 6 „p ;ro; "c, / o�dV \ \ • •\� C.) s.z9e.63 s 40 �� �• g, �` ' \ AREA- \ \� ,»(10 6a.'% _ $ 9"w ' e•?e qM / N -1A � \ , F ,O \ \ : \ 19.09f.01 SF i • / JD / \ ♦" 4 s •• 7 TO Al _ Cr.)", l 74 N. A6• a,,,\' •, ,�aa AREA- �' '\\ �� � ,''�'� •' , \ 4 , \ 1 1A2 e d 51 2 - 'r 5 © C v ., ,..` 16.en.33 sF s \ -7 AREO \ i 'O �' a,1 D .0 5.O --_O 'T.3 cl AREA- /4, - . N •� \ / �• oQ 17.026.00 SF d >e \ .,0 3 O 5 3o Mew _\ �, n.Tn.11 sF ARAst.tt sF c\ `� �' y� ® y60 ^\ �r7 .!� Z! \ •+ •elitt r __ '� Ak ® /yti /\ t9ol \c,: {�� '{� ?3 6(] 6'.p. It- A `IL' .D'mJ ,;•00 w'�''� ,.' • �! '•,•� •• 10 r • /h PL C 6`� •.�•• \ /� / ) .y �O C \ AREA- /O •�/ \\ • r Z 9 •A3` 0 12• C C.) • C J 7J d'\4S\L' •5 9 r0, (] F 15.391.63 SF O \a .' o :� 68 M ,• A, tC? T % ��� \ 5.k / 68 DSO / �O' \� , 5 a.1 Q i '/ / / / AREA. 3 J ° d. ° p �n \ .(o 0� •� ♦• / O / l `ec� 3g 1 2 \ _ / / 30. 9 �'' f'�• 6'y / \ I r7„ i ...,_ �43 a3 / t►� 1a M1rgQ•� . /\ 17.32e.63 sF / l�1 �. -- o sra�' __ =. 1 ; iz x�- �Y 1s.s7x.w ss�`>' Ler '�\ i i IA.. e .E(2) �01 I5•614.02 SF ` •�1)4 / !`� COM10N AREA I \\ �, '/ AI�A� I. / 3 00 ,, .. _' �' .591.52 SF / ,D Z �f .4 / T !!66 s�FF /6 ts,266.97 sr / - .® • yr_ . ��. A^y r 4 e,. �_ 9J 0,A ♦1A I1. 2ACRE31 NTO•05'B8 \\ (E) /O / = \` 65 / _=•• �3 •� 1 :. s• y "s li 9�V s, CECILIA BRONK NA3456 �,� /�� c /�\) N• _� 13 _ �\ • AREA- 0 S 1 +� +ALt Y!• ;�' // 67 // /^\\ �S)��•j• 1T \'� \ a \\ PIN NO 63470148 •A \ t 2 4 1S.3oo.0o SF `J ® AREA- py q 6C DB 630 PO 040 13 8) _/ I , .i.'W`''uci.,i. .i., `,,�,,,A,�.. �`.,, ,i7- . / �/ ,p�n� ® / 3�'` +, i.; •�'ys• 15.301.22 SF b• `y \\ 1 VO / • ZONED IV Y _/ \ .O•. w -.1....„w .� C� L'1T / / AREA- 1�s 7 Lo• ® // __ AO\023 ,/�. \� ® �, IASRE996.41 SF /' AA r- 1 % w.a:"yy t5.S C.+X SF :A. \ \ s 'ei et, Y .. yr. -1- '� R ww wwr / •4 1' ww ww v AREA- ' O \ / / '11, • ^ ✓✓ r\' .'` ' \ -..t •ip° 'k-* „, �c w� ' .L.L '1"4.w.i"tt"2 1'47,r - . ` fi ' // �\ \\ 40.144.62 SF '•�' '1nF O 6 / �� / �• 6) Y. \ \ ::,✓ `' w'uww �• '"*-4t• •� "' ,�'4.•_. % AREY / \ 'q'VI������ y,` �' / AREA- !O 1 ' "� ^h• ✓ ✓ Y ww �� • / 16.3at.x Si - \ •i.'FZA' 15.l9T.83 SF /, iP © __ / �' Y _ }y o 0 1 ✓// \\ r N/f �\ 0�F' I � `il '" �� L = 9 II �\ \\ 76 r• !1 <ti>6. / �O�ry� ;� YT�6• S• "1 y GRACELYN PARK / • • .4-4A i1"k .14y AWL. try 5 g0�- \ r 0\O?, / .y/ it f N/F \ PHASE 1 - LOTS 1-38 123/ ♦ • I ,1,,, . 90 s.x'..3sF �i1 a \ \ O\ �. / ,g \ e� 1 a� MONK HAOAN \ M.B.30 PG.905 i I o Is:. I 4p \ DB CECILIA PO ONK � ✓. I I ._..',`.mow / i? 78 C5• / S�`, , {�.n; PIN N0. O 4701434294 ,,, * I • 4/3 �y \ i • ZONED IV :, � ` I , �wz �. ss ,// // 1' �78.06 6F w , 77 �e� \\ /,^°+ Ale_Ak, 65 �, .�. ,� (i) ��:�� yEpsE. \ I I t?• O 1 F //4 h 16E310.91 sF fty <, N \ \ pJ JO Ple. 1 .'. /- - t�j n _ 21.171.36 SF \ \\ / y� - \ 60,m 8l - \ AREA- \ 20.4'# \\. _\ I ! t M p I I \\ \ / G • ti7 c \ ��, 1 le.s6o.se sF , tk REFERENCE NOTE: 2 2 \ t 2 Ii l• I I "�y-W w ,,, N • • . 0 I I --- \ / y�' o ,p BOUNDARY INFORMATION TAKEN FROM MAP \ _/ 1 1 91 I 7 N,,f aT° w $� "..•0 J L-_ \ \ / .� o \ 64 0 1 PREPARED BY W.D. ROBERTS JR. PLS I I L1iN pARr / �7 .w ww'' `�,k `•Icys "el , '�'` \ ,j • • 198.29 15.241.13 sF \ 1� CONTROL ENTILTED PLAT FOR LARRY W. STYRON I / / i PHA'=- LOTS 1-38 / h��° w „� ,.,. w , N88.03 36 W w�A' I 1�,',// CORNER �: \; I r 11 8 M.e:30 PG.905 / ww , w \ AND WIFE REGINA STYRON. MAP DATED \ 1 -/ / _ 63' / FEBRUARY 25. 2000. r t : / ! _ / �,j+# w'� y>t sj\ .� w T , / .i.,. ]Icdt �I[,IG --a. �IcJ• . a1LiIG-- _. �.�, , . ww J- w ,� , . , wy ,',',,',. �c'''O�' \ AS,A5'�4jo 0� 100' 50' 0 100' 200' / �1V �� ,... e ,"6 LEGEND i�/" +y1• EIR EXISTING IRON ROD �������j�Y ����� � �i. \-/ IN_ - / _ d `'l .1,L,,.,.,. EIP EXISTING IRON PIPE ��� � �/�� �������� r.' ///f ECM E EPK XISTING CON PK CAIMON. _ AREA ERRS EXISTING R/R SPIKE SCALE: 1 " = 1 00' �+U'•YE DATA t (� +� AREA. EiP N/F SIR SET IRON ROD COMMi.,• .., ,\ _ / \ CONTROL RJP NEM'ORi CORPORATION CP CALCULATED POINT / -_/ C 14.oe ACRES) `tUl', S CORNER e.n.liss. P0.437 AHW MEAN HIGH WATER PIN NO.634t0256B68B N/F NOW ON FORAENLT / /^ ~ N.4/ iA \\ ZONED R-15 MB MAP BOOK CHORD DIRECTION = 566.16'36"E CHORD DIRECTION = N38'56 080E CHORD DIRECTION = S54.54'17"E CHORD DIRECTION = N31'19'07"W CHORD DIRECTION = 513.18'08'W - ' ,1 3 tp 92 '/ \ 08 DEED BOOK RADIUS = 17.00 RADIUS = 290.00 RADIUS = 56.00 RADIUS - 530.00 RADIUS - 56.00 - / \ / ti n� , \ FUTURE DEVELOPNENT PG PAGE LENGTH 1O = 26.70 LENGTH O = 17 = 70.00 LENGTH 25 = = 0 -`- / / h 06 R/F PP POWER POLE 91.51 LENGTH O C 59.61 LENGTH 33 42.46 • CHORD = 24.04 CHORD 9 = 91.13 CHORD = 65.538 CHORD - 59.58 CHORD = 41.49 O / q 66°50�, GUY W. HERRING. \ LP LIGHT POLE 0• S/1.. �! OB 746. PG 073714 "� OE OVERHEAD ELECTRIC CHORD DIRECTION = NT0.21'56"E CHORD DIRECTION = N53.22'11"E CHORD DIRECTION - 504.06'48"W CHORD DIRECTION = N25.47'32"W CHORD DIRECTION - 554.29'32'W `t Q L �.-; A� Z �J'� PIN NO.63470145 '1/ Jo*" .A ELEC ELECTRICAL PEDESTAL C q R� Q' ,. w•'�rM ZONED CH TRANS ELEC. TRANSFORMER RADIUS = 280.00 RADIUS = 290.00 RADIUS = 56.00 RADIUS - 530.00 RADIUS = 56.00 •- '► ICE '��/ TEL TELEPHONE PEDESTAL LENGTH 2 = 16.05 LENGTH 10 = 54.60 LENGTH 18 = 45.37 LENGTH 26 = 42.63 LENGTH 4 = 38.00 - //�0•06 MAR 1 2 2009 WTV M WATER METER CHORD O = 16.05 CHORD C =- 54.52 CHORD O = 44.14 CHORD C = 42.62 CHORD © = 37.27 - ya �50 - �566 CO CLEAN DIJT O MBL MINIMUM BUILDING LINE CHORD DIRECTION = N73.43'09"E CHORD DIRECTION = N62.38'17"E CHORD DIRECTION = 552'18'52"W CHORD DIRECTION = N68.29'16"W CHORD DIRECTION = N69.47'43'W ♦2 0 ore, ��•90 TOT TOTAL RADIUS O - 310.00 RADIUS O - 290.00 RADIUS O = 56.00 RADIUS - 17.00 RADIUS - 56.00 /i OP ,�6 BY- LENGTH 3 = 18.52 LENGTH 11 - 39.22 LENGTH 19 - 48.85 47.32 LENGTH 27 == 26.70 24.04 LENGTH 35 70.94 Z 06 / CHORD = 18.51 CHORD = 39.19 CHORDCHORDCHORD DIRECTION = N82.30'03"E CHORD DIRECTION = 521'24'39"W CHORD DIRECTION = N82.35'24"W CHORD DIRECTION = 551'53'18'W CHORD DIRECTION = N29.29'08'W O REFERENCE: DEED BOOK 1078, PAGE 166 RADIUS O = 310.00 RADIUS O = 17.00 RADIUS O - 56.00 RADIUS = 230.00 RADIUS - 56.00 a r //�/ IN# 634702568688000 LENGTH 4 = 76.51 LENGTH 12 = 26.645 LENGTH 20 = 39.30 LENGTH P8 = 117.41 LENGTH 36 = 7.95 P CHORD = 76.32 CHORD = 24.00 CHORD = 38.50 CHORD = 116.14 CHORD = 7.94 _ MAP FOR RECORD: CHORD DIRECTION = 583.28'46"E CHORD DIRECTION = 526'05'14"E CHORD DIRECTION = N31.55'46"W CHORD DIRECTION = S28.35'04'11 CHORD DIRECTION = N47.43'49'W / - a V RADIUS O = 310.00 RADIUS = 470.00 RADIUS = 56.00 RADIUS = 230.00 RADIUS = 34.00 42.65 / . 2 - I CONTROL G RAC E LYN PARK CHORDH 5 = 75.01 CHORDH 13 = 42.63 CHORDH 21 = 56.94 CHORDH 29 = 69.42 CHORDH 37 = 25.81 // -/ i' CORNER ' " " / ' 1-'.-] _ IC or PHASE 2, LOTS 39-84 CHORD DIRECTION = S73'18'46'E CHORD DIRECTION = S36.24'30"E CHORD DIRECTION = N23'42 25 W CHORD DIRECTION = 525'05 43 E CHORD DIRECTION = N74.18'S1'W / AP ROVAI BY THE TOWS] BOARD OF RADIUS = 310.00 RADIUS = 470.00 RADIUS = 34.00 RADIUS = 17.00 RADIUS = 250.00 / COMMISSIONERS NEWPORT TOWNSHIP, CARTERET COUNTY, NORTH CAROL I NA T ----- - LENGTH O - 34.82 LENGTH 14 = 126.69 LENGTH 22 = 26.51 LENGTH e = 26.70 LENGTH 38 - 36.82 / �A CHORD = 34.90 CHORD = 126.30 CHORD = 25.84 CHORD = 24.04 CHORD = 36.78 / ,. TOW Clerk of the Town of Newport, NoC CL IENT: RJP NEWPORT DEVELOPMENT CORP. SURVEYED C&.rdlil'i' r rtii'•: ;.-c•,on.tie _- �-\ P CHORD DIRECTION = N64.51'30"E CHORD DIRECTION = 545'05'38`E CHORD DIRECTION m N45 11 42"W CHORD DIRECTION = N8T•40'13"E CHORD DIRECTION = 586'44'15'w ___________Lclay Ctf___( � 1 JC 5/24/2006 RADIUS 17.00 RADIUS = 470.00 RADIUS = 530.00 RADIUS = 34.00 RADIUS = 250.00 �'Q1,V1l '00&E y.-j),. r`r�] _lIIljB^jon.�re fte:rUT'p=,;; t t.t1iS * � v , tIne C/O RAY MURDOCH LENGTH O = 26.713 LENGTH 15 15.69 LENGTH 23 = 15.69 LENGTH 3t - 26.46 LENGTH 39 - 128.54 - '•er 4• iFT,• 4° •, PIa,. for r ording and accepted ti1r�DDRESS: 123 NINE J DRIVE DRAWN: CHORD = 24.048' CHORD 15.69, " CHORD = 15.69' " CHORD = 25.80 CHORD = 121.13/ " ,f A••• _• .. (11 a 1i9¢ i; O©t3, earmneitt9, Iiehtn,-cj'-1t\rS,y public parks and other sites r NEWPORT NC 28570 RDC CHORD DIRECTION = N24.54 01"E CHORD DIRECTION = S68.22 50 E CHORD DIRECTION = N39.26 37 W CHORD DIRECTION - 561'38'25"E CHORD DIRECTION = N59.38 49 E # y�.l� @ u t s shown heieon, but a89(ilYt(l(i I10 responsibility t0 open or PHONE: (252 ) 223-2229 RADIUS = 290.00 RADIUS = 34.00 RADIUS = 530.00 RADIUS = 56.00 RADIUS = 51.00 t i1 ' Ilf sin n CHECKED: LENGTH O - 50.57 LENGTH 16 - 26.51 LENGTH 2q = 90.71 LENGTH 32 - 103.99 LENGTH 40 - 35.92 .�, 4 - pinion of the Governing body o,` the 'row Qf �"a�q;�}>jlt, Yt is in t rj EGO 1 CUORG = SCs.54 Ck4URU = 25.84 Ckt0R4 n 80.50 MOM = 83.58 WIZR4 = 55.18 do so. �r� ^` � ', �,, STROUD ENGINEERING,P.A. APPROVED: PAC -" �,4� �� ' 9 \ V 151A HIGHWAY 24 �� 6 '• MOREHEAD CITY, N.C. 28557 DATE: 6/30/06 n /O (252) 247-7479 /11i)1.i• ((( / / P' T•TTAT Tin A not T TL,D DT 0 SCALE:1 "= 100 / 4 7.00 z ROLL TYPE O CURB & GUTTER INSTALL EXCELSIOR LOW DENSITY SITE DATA EROSION CONTROL 4" CONCRETE BLANKET IN ALL SWALES 20' DRAINAGE EASEMENT TOTAL TRACT AREA = 2,894,618.04 SF ( 66. 451 AC ) SECTION A2-A2 **NOTE:VEGETATED SWALE LOCATED AT ALL LOW DENSITY SUBDIVISION AREA = 2,055,287.81 SF ( 47. 183 AC ) CURB OUTLETS AND SHALL BE CONSTRUCTED FUTURE DEVELOPMENT AREA 839,330.23 SF ( 19.268 AC ) AS SHOWN FOR A MINIMUM OF 100'IN LENGTH 13.00 3. I 6'BOTTOA WIDTH p' RECEIVING STREAM = SNOWS SWAMP BRANCH-CLASS C s' M 014t C1f \, \ / 287.81 SF //, q77 ��'�//(H�a//�, ,a, 7i r �OPf CENTIPEDE SOD I 3.A SL �; . - � A 2,055,287.81 cL FE ��vfit,\/;'//5 1 $�oPE 1'M1N 5•� 'I ��i� DRAINAGE AREA = ALLOWABLE IMPERVIOUS ( 30%) 616,586. 34 SF PROPOSED IMPERVIOUS CONCRETE / /� .4lLl//4,\/�/�/� if/ �,i //l� STREETS = 163,962.00 SF FLUME LOTS ( 84 LOTS e 5000 SF/LOT ) = 420.000. 00 SF ^� VEGETATES SWALE DETAIL FUTURE MISC. = 613:96�. 00 SF `� o ( 100 MINIMUM) AZ if; rillA $ p SCALE: 1"= 5'7.,0o ACTUAL % IMPERVIOUS = 29.87% IL I 6.00 a WIDTH OF DRAINAGE EASEMENT VARIES (SEE PLAN) +MOTE:DITCH DETAIL AT ALL EX. DITCHES TO BE REGRADED AND WHERE NECESSARY INV EL OUTSIDE THE 100' REQUIRED VEGETATED SWALE ,� FLUME CL FE INV. EL. I i 1 MI 6 \�, 1 18.93 18.43 '� ��/O 3l1 S� g S�OV j// l \ 2 17.75 17.25 Ov tope MIN � 3 16.97 16.47 )C )� �)C,k, �," //� , �� >� F�USHFWRTHRTHE /4-..4// ��, �//// f�// 4 16.34 15.84 \ - cU r l 5 17.05 16.55 v v A� > �O EDGE OF FLUME '���V�v'ii ;,� C��> x. v f/J (�l�l 1��� / 6 18.34 17.84 L i�1 08 )U 7 17.91 17.41 1� � '� ��-- ', 8 18.33 17.83 GC%(-) (DO /----,,/ - CLASS A RIP RAP (FLUMES 5.6.7.8,9.11,12. & 13) FILL EXISTIN 5 5 9 18.33 17.83 \ 00 O�\ APRON LENGTH = 5.0 FT DITCH DETAIL DITCH \ 10 15.44 14.94 G� /- 00� APRON WIDTH = 6.0 FT SCALE: 1"= 5' -' �) THICKNESS 1.0 FT 11 18.35 17.85 PC) Q 0�� = 54 , U\O C_ C) Cps; CLASS B RIP RAP (FLUMES 1,2.3,4.10 & 14) 13 17.59 17.09 O APRON LENGTH= 10.0 FT SWALE INVERT , 44 ,\ _ 13 1T.59 17.09 �' )'� ��O 14 16.14 15.64 -- r' L\"',, APRON WIDTH = 6.0 FT / _ : , \ \ „ _ \ 1 THICKNESS = 1.0 FT �_ � 4' � � *FLUME NUMBER RELATES NOTE:TOP EDGES OF RIPRAP ► , DAYLI T 17.30 #11 TO SWALE NUMBER. AT THE INVERT INDICATED \\ ...„,,,,,,v ,SWALE 0= 5.77 CFS s' V= 1.41 FT/S �9. e CONCRETE FLUME DETAIL SCALE: 1"= 5' , , , \ 52 ifrN�� ,� V' FLUME#11 ' , PVI, 0\ 5.35 i' RESERVED BY OWNER 1V ' -o q0 �\ 19.268 ACRES p 5 WETLAND CROSSING �:• �- V A Av DUAL 24"RCP �\e• 'py ; �� y, � SWALE st13 SWALE \ 0 3.47 CFS �/ INV 16.24 \ F9\ EX.18"RCP TO BE�IdEMOVED y �, � o = 1.41 FT/ iV A \y O N INV 13.75 �a \ o, GA\ S INV 1 .75 o, iir �r� 46 ;�'r 71 FLUMEtt,2 �► '! ` '� 49 24 �t ED �Il i. 4'7 {� FLUMEtt13 , \ . SWALE \ \\ 4 4 SWALEtt8 > p5 C? III FILL EXISTING DITC' & :::: \ r"': V= 1.57T/S �- � ,, \� MOVE TO COMMON LOT `INE FLUME#8 4 8 d, LLExISTING,, •ETWEEN 42 & 130 73 D / ��e.•,. CH �� DUAL 24'- P �!'�\ SWALE RT 16.24 • (-J) \ = DAY \ TAT WE LANDS 5 g 9 (r) \ __________ ' ----„,_ , 0 ,� _ -x .�fyV� CD ��1 �� ��, LEGEND ,f; `Alt / o` ,'� AC ACRES / o • 0 B-B BACK TO BACK ��' \1 SW �t>( CL • :LEVATION \ 84 . DB 39 °` i' �l ��sod\ SWALEv tt101‘ , ' : �Ex _ - - - -- - - - _ � CFS A� �- ,, V= 2�650FT/S \ ' - _ 61 \, �FE = = HYDRANT - �� � I � SWALE INVER FH FIRE � � .��; � INVERT T �� 4 DAYLIGHT 1:.00 vE 15-, INV IN E R v LF LINED FOOT '� ,s 5 67 - V vy,. %' �` MBL MINIMUM BUILDING LINE , TIE NEW DITCH INTO , �_ _ SWAL [NV "` r FLUME #10 FILL EXISTING �� ,yam _- 38 ,',' - V ` DITCH UPTO ��`k� �� � 1 .'1, „..../, - ISTING DITCH @ 14 8 , ` A DAYL IGHT 17.. .1,� �.1 E. - . MH MANHOLE 6 2 MIN MINIMUM ,�Q \ WETLANDS � 1 ��1�y.���� .� 1_,L��,�� ��' - - -- 8 1 � �� . . �O� �� i� - v y SWALE INVER �, ,'' �P , i;or\ ...a„ „. . ,' 1,I�,,,. DAYLIGHT h4.0 _ A - NO. NUMBER FILL EXISTING = T BLOW OFF DITCH =_- ... ` � �,.ii�`�' .�`y.��,.U.Lyyyy .1y � y1,y�---�� .L.�, - _ .. .� - 5 Cr) 11k00 O�� � i� �i� 'O eiN- � \ �.�E T �. �� � w PGO PAGED EN'�., _ -'' - PP POWER POLE 110006.00.0 �- SWALE #6 ' la. SWALE al i. �� , , 1 7 ,6.11 ,� i� ,� 1. 0= 3.25 CFS_ Q= 5.62 CFS ' � �t 1 9 - - �6 _ i Q FLOW V= 1.62 FT/S , 1; A V 1.23 FT/S �,- --T � FLUME#14 - �,, 'T nADI;�$ FLUMEtt7 SWALE INVER � 1 i1 RCP REINFORCED CONCRETE PIPE \� ( � 65 RRS RAILROAD SPIKE L 3 DAYLIOHT 1.3.0 1 ���, - -� i A ,,.i " y". 'N V -- .... ._ „ .�� yD-yam 1� 'ice i�'��' �,�, ,�1 ��i OF WAY V .• o FE 3 76 ��� 77 , R/WRIGHT o, - y, - --- - - �\ _ SWALE >14 �u ���� y �� � SF SQUARE FEET 63 •r, s1-_ l �, 1 CFS o y F i �.- ��_l �_ i,- V= 11 7, s �- FILL EXISTING, <� ��� �', �11 \ �1 J v 2.4a FvslTC TOP OF CURB �� i � ._ PP DITCH i �X:15"RCPVA S 36 v r y Ilya � - _ H �� i' tN3I:,l1I 13.73 A,A \ 'vj'd, TYP �� -� .1 .. INV S 13• .30 V, TYPICAL At --.2_ r" EU_L EXISTING 1 9 �- •FW. - .1_ .,L: � L ]cal _`•.. ( ,.. V VELOCITY - DITCH-A PT-0 FE 1 .55 \ _ _ �, k 1 �� a s_ WETLANDS A � '� -- 1 / \ \\`,\\\'\111,1111 DRAINAGE EASEMENTS O \ q pp �' 1-�".e,'i`.w�y�a:'� w�s _ 4 `\ i' \,\ ,\\\ r`y111 \\\ 1' BEGIN DITCH I V y'L'i`�. �- 1 - �.•1` L,ii1y �� / / \\ \\\ , \, WALE INVERT \\ UII, - ; s: ,; FE 19.00 :a _ �u DAYLIGHT 14.00 � 100'REQUIRED CURB FILL EXISTING DITCH & y ,1. 1` MOVE TO COMMON LOT LINE \ \ u I v' \ �\ \\\ \\1111111 • S.Ff+"e " Ex.15"RCP 1 \`\ '\\ \\Idle ... OUTLET SWALE l ,:1.1 1 1 .. , 1 •1.1.' 11 A ,1. - t L13! ,1,1 , '.1 1 1-1` .,.1‘./, / , \ 3, \\ \��BETWEEN 35 & 36 ' FLUME#5 1 7 �� 1 INV N 14.53 // - - - ..L 1 1 1 y . -11t 11 1 1 11 1' \ ` i 7 J1 \ } - - -L,+_.1 1 1`4.1 1 1 1.....1,1_A4 J. �`1,y'a J. 1 1. .... 1 l 1 1 ,.1 1 SWALE CFS e. 1 L , i_i i /J1 "1 e u /` 1 ti 11 . /�i' INV S 14.40 I \ Clll , .2\ V= 2.70 FT/5 • \ it. f ,,,,11.. r, y', °'r F ,' 1 i,�1 RESERVED BY OWNER '-V, 111'-' -X- SILT FENCE 16 LUME#3 � a WETLANDS / y Efiffr \ 21 FE 19.22 . '' !� A ° ` V 1 e 1 s 15.35 � SWALE #5 S' s-►� CJ "S m: i i e 0= 5.32 CFS V v A Nll II apti�- +^\� 4-60 LF 48"RCP v \v ,' \1\k4 47 V= i.64 FT/5 ',\o o� 92 DAYLIGHT 15.00 r', \ . SWALE [NV•RT py• q 1 I 1\\ �� =0� *1 3 4 �\, --- " /✓:'. i- �i , - \ \ I \ V ',, A VA\ VA\\\V�\111 �A �' '' �.�tf . / COdMOta AREA _ �' i v,PP� Q,.. ��V A �I \ A A 1 I ,\ \�„\V'\ 31 �`v �el�- Dqf Ilk / 7 SWALE #4 i ��'' OOOO <o A A V�AVAv11 FLU tt2 1 .6 �� �'� V= 2.26 F /S �� 4� �6 a H 30 tt -11 33 V v0� _ _ / / I I I' EXISTING- INV -0.57 SWAL• 1 �' 7 "�'' FE,c `�> m CULVERT Q- 9 9 CFS �, 0 _ �,,,,,--.4,,, , V= 2.•7 FT/S t ` \ FLUMEtt4 i (H) e SWALE tt2 \ 0= 11 56 CFS \ \ / / 3 V= 2.07 FT/S I i 29E 25 r\00111. O FE 11 12 \ O - 0 - ‘,1"-*‘\ 0 \111111 Ill I* 9.68 / \ 26 \ O \� \� �� \�0 EI ) 7 \s\ v FE*', \ \ \ c+ -- \ \ ��:ENCHMARK \ / , \, 28 \' � ���s��� \\% LS 1NPO66 WER POLE% 4 0. 9 - REVISIONS N(,,, , , \, � � '�� 3 F\ Na BY DATE DESCRIPTION \ O (2) , ' .\ UNPAVED AREA ACCOUNTED \ \s �2, ` I,-1'j� � (j �.- FOR IN IMPERVIOUS STREET �• �' A\\ I ---- ALLOTMENT / \ / \, ONE '7 % I ,' V O E ��E \ o ' ���FILL E .DITCH PP LOW DENSITY STORMWATER & GRADING PLAN r'\ TO PROPERTY LINE _.. , r VAV V AV1A\ i v,‘ , .- ,_ _ , _ ,-- GRACELYN PARK V �a ..... „.... ...... v `v ` �v ,-' NEWPORT TOWNSHIP , CARTERET COUNTY , NORTH CAROLINA •\ n CLIENT: RJP NEWPORT DEVELOPMENT CORP. DESIGNED: V vy �� � N.> MLM/GYT C/O RAY MURDOCH V �' ADDRESS: 123 NINE J DRIVE DRAWN: ` , EX 15'CPP ML M/G Y T . - �Av INV 1, ,19.21 ��awrwi�r r, \; INVs 19_19 4��`a' .„,„it 1.� PHONE : N2520)R223T C222970 CHECKED: RDC v, :ENCHMARK �';�" �� ��' �,� S STROUD ENGINEERING P.A. 100 50 0 100 200 APPROVED: ELEVS IN2POWER POLE 0��,, �������������` 0 ;* : 151A HIGHWAY 24 RDC���� /OMMEMMEN • 1 : tt : MOREHEAD CITY, N.C. 28557 DATE ' 1 0/1 2/04 Th \ SCALE: 1 " = 100' '., ,Asi 2� ( 247-7479 SHEET 2 OF 11 • (RJ'o4PROJECT OFNO 1P 816-10 \� .. 4,,,.. � • .> ., - ��a ti '`�ii#1 ° .11 °* RONALD D.CULL PHER P. SCALE :1 = 100' fAlaffffS�`� • \