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HomeMy WebLinkAboutSW8900230_APPROVED PLANS_19900316 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 �tU002 DOC TYPE ❑ CURRENT PERMIT I!d/APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 0 3 1,& YYYYMMDD ATLANTIC OCEAN CERTIFICATE OR APPROVAL OF THE DESIGN AND INSTALLATION OF I, CHARLES FRANCIS RIGGS, REGISTERED LAND SURVEYOR. CERTIFY AREA TABLE SN - STREETS, UTILITIES, AND OTHER REQUIRED IMPROVEMENTS. HEREBY THAT THIS MAP WAS DRAWN UNDER MY DIRECTION AND SUPERVISION FROM ---------------------------------------- ORE ON,V CERTIFY THAT ALL STREETS, UTILITIES AND OTHER REWIRED AN ACTUAL SURVEY OF LAND; THAT THE BOUNDARIES NOT SURVEYED ARE LOT # AREA LOT # AREA E IMPROVEMENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND SHOWN AS BROKEN LINES; THAT THE RATIO OF PRECISION AS --------------------------------------- NC 50 NG TO SURF - ACCORDSANOY_RIDGE CITY SPECIFICATIONS OR THAT GUARANTEES OF THE WEREULCALCCULATED LATITUDES COORDINATE DEPARTURES COMPUTATION.IO.000 THAT THIS AREAS P 2 5949 SQ. FT. 37 6294 SO. FT. O = 4aPgOk"4 TE ME INSTALMANNERLATION SATIISFACTORYHTO SURFICITTY IHASOVBEENTSRECEIVED AMOUNT THAT WITNESS PREPARED HAANDIAND ACCORDANCE THISWITH GS 47-30 AS AMENDED. _ 4 5949 SO. FT. 39 5000 SO. FT. a .tp 50 E 76 34157. 4A' NIGh HA 7Eq L THE FILING FEE FOR THIS PLAT, IN THE AMOUNT OF $ 1989. 5 5917 SO. FT. 40 5000 SO. FT. Z SITES w _ tG'r pp?e 14R INE HAS BEEN PAID. 1 6 5920 SD. FT. 41 5000 SD. FT. : ; 7 6012 SO. FT. 42 5000 SO. FT. - •E I 8 7674 SG. FT. 43 5681 SO. FT. CHARLES FRANCIS RIGGS, R.L.S. L-2981 9 17346 SO. FT. 44 9050 SO. FT. �� •E�`0 2 BUILDING INSPECTOR 10 53676 SO. FT. 45 12374 SO. FT. NOT TO SCALE 11 28843 SO. FT, 46 6522 SQ. FT. CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL FOR RECORDING 12 11850 SO. FT. 47 7868 SO. FT. EDGE OF CANAL I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS 13 11679 SO. FT. 48 1380 SO. FT. 6077 ' W59'!0'�2'E N46.39'53'E 14 11679 S0. FT. 49 21380 SD. FT. ;m.25 "m` I DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR SURF E 35.5A' � 47.99 38.31 15 12286 SO. FT. 50 15945 SO. FT. A3• JURISDICTION OF SURF CITY, AND THAT I HEREBY ADOPT THIS PLAN CITY, NORTH CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED, BY NAS•p8 \ 1 16 13035 59. FT. 51 11636 SO. FT. OF SUBDIVISION KITH MY FREE CONSENT, ESTABLISHED MINIMUM THE BOARD OF COMMISSIONERS FOR RECORDING IN THE OFFICE OF THE TOPSAIL SOUND Tz c9' 17 13670 SO. FT. 52 12843 SO. FT. 100. I BUILDING SETBACK LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS REGISTER OF DEEDS OF PENDER COUNTY. PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE 18 19461 SO. FT. 53 10698 SO. FT. o \ O 39 5000 SD. FT. 54 7130 SG. FT. AS NOTED. FURTHERMORE, I HEREBY DEDICATE ALL SANITARY SEWER 20 5000 SD +` . FT. 55 5870 SG. FT. •t I STORM SEWER AND WATER LINES TO SURF CITY. pop W \ e• 5 1 21 5594 SD. FT. 56 9285 SO. FT. •Y 62 ,n 'W I 22 9399 SO. FT. 57 6628 SO. FT. I DATE TOWN CLERK 23 31274 SO. FT. 58 5053 SD, FT. GATE OWNER 24 12568 SO, FT. 59 5000 SO. FT. 25 6510 SO. FT. 60 5000 SO. FT. ,a• ^\ ,/ .'` py8 6T TA2.]• 26 15512 SO. FT. 61 5082 SO. FT. 0 4. / L CERTIFICATION OF APPROVAL OF WATER SUPPLY AND SEWAGE DISPOSAL PENDER COUNTY NORTH CAROLINA 27 12235 SO. FT. 62 5126 SO. FT. // 9 SYSTEMS. I HEREBY CERTIFY THAT THE WATER SUPPLY AND SEWAGE I. BEVERLY L. DAIL, A NOTARY PUBLIC OF ONSLOW COUNTY, DO 28 12380 SO. FT. 63 6737 SO. FT. O' 1 WETLANDSO` _ DISPOSAL SYSTEMS INSTALLED, OR PROPOSED FOR INSTALLATION IN HEREBY CERTIFY THAT CHARLES FRANCIS RIGGS, REGISTERED LAND 29 14057 SO. FT. 64 5403 SO. FT. SANDY3IDGE SUBDIVISION MEET NECESSARY PUBLIC HEALTH SURVEYOR, PERSONALLY APPEARED BEFORE ME THIS DAY AND 30 21827 SO. FT. 65 5670 SO. FT. REQUIREMENTS (AS DESCRIBED IN APPENDIX II OF THE SUBDIVISION ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING CERTIFICATE. 31 17182 SG. FT. 66 5600 SO. FT. REGULATIONS OF SURF CITY) ARE HEREBY APPROVED. WITNESS MY HAND AND SEAL THIS DAY OF 19_. 32 8988 SG. FT. 67 5600 SO, FT. ��� m o '25•pp•E 190 MY COMMISSION EXPIRES: 28, JULY 1992. 33 8927 SO. FT. 68 5600 SO. FT. OF �' 2°S m t. o� I 1 }OJ03 34 9263 SG. FT. 69 5600 SO. FT. VF.�.,6 1 35 8976 SO. FT. 70 61BO SO. FT. DATE PENDER COUNTY HEALTH OFFICER 71 5568 SO. FT. / �Vg \�-�-�•'_, OR AUTHORIZED REPRESENTATIVE (D NOTARY \•� \ \ \ NOTARY PUBLIC /, �f°Sn 29 S�iZ' `\ `,, 49 v / CERTIFICATION OF APPROVAL BY THE PLANNING BOARD. (D THE SURF CITY PLANNING BOARD HEREBY APPROVES THE FINAL PLAT FOR THE SANDY-.RIDGE SUBDIVISION. m y N [ 23 DELTA RADIUS LEN6TM Gp0 TANGENT TABLE / `� __ __` \ oo ,, m�40-4 ' 1 40.11'23• 25.00 21.03 20.41 TANGENT# BEARING DISTANCE \ 1 ' 0• 15, r9 e ' 2 106.44'53' 25.00 47.45 40'64 - p DATE CHAIRMAN, SURF CITY PLANNING BOARD 3 15.22'38' 255.00 68.44 66.23 T1 1419 45'44'E 26.13 ` • 28 //h\ pFjM� ` -n ``` \\ / , M72.�• I \\ 1 65.22'36' 25.00 28.53 27.00 T2 NOS 58'56'E 28.18 ' 45•g3, , 16 , 4 0 1 ^ , *0• I \\\ T3 N53 26'40'E 4.49 f55 / 6" C7 1 5 5V 12*37* 25.00 25.40 24.32 14 N33 03'42'N 6.57 ryZ ` E 0 / ti 1fi `\\ Ny"p9 19 E 1 ,' `` N r'u E s3.52 6 76.13'33' 25.00 33.26 30.06 T5 S32 56'59'E 10.00 '� g ., Sfi 17 7 IV 00'00' 205.00 57.25 57.06 T6 357 O1'OS'N 20.00 r ,.- FENDER COUNTY NORTH CAROLINA T7 932 58'59'E 20.00 '`' N /^ - , 55 , 8 33'03'34' 25.00 31.85 31.e5 \ O i 9 THE FOREGOING CERTIFICATE OF BEVERLY L. DAIL. A NOTARY PUBLIC TB N57 o1'oi'E 10.DO I ` '�`'' t IN $ 'b r I 9 4'21'34• 368. 68.fib 36.37 36.35 27 1 22 32 ' ` M T9 N53 28'40'E 3.4.1 1 2• /� X' / r OF ONSLOW COUNTY, IS CERTIFIED TO BE CORRECT. PRESENTED FOR f0 Y39'09' 368.65 36.37 36.35 REGISTRATION AND RECORDED IN THIS OFFICE IN BOOK OF MAPS 11 4.30'36• 360-65 29.02 29.01 1 8 16 $ `\ I 1` Err6{� l I o 12 2'11'26' 368.65 1A.10 14.09 2• ' PAGE SLIDE THIS THE DAY OF 13 I'51'S7' 418.65 %.92 %.91 I '' k \f 23•E 1� , 11 ' 20 ' A'7 40• 19 AT O'CLOCK .M. 14 242'S2' 418.6.5 19.1q 19.83 �`Q' 1 0 ` 1Y3`3'�' to �' - I < l r/ 40. ley NI 15 22-53'53' 50.00 19.98 19.85 $ 'J, ao. Wqg 06'A2• I159.22 \` 16 ; 1` i '� 1` 47 \ , i 79 ' i6 40-58'29' 50.00 35.76 35.00 F 15 37 17'15'14' 05.00 33.84 15.00 ' ` 0 1 O 18 9.27'24' 205.ao 33.fu 33.Bo 1\0 0 REGISTER OF DEEDS - I 1 1 A'72. \ 1 N • f _ I 19 9 I!'36' 255.00 27.56 27.55 1 `,Q` F 1 F 'b. I a, 20 3'45'35' 255.00 16.73 16.73 T2 `\ I _ _ © I 40 E , u u N W I 21 5.46'53' 255.00 25.73 25.72 ti0 1 1 -- c 1 27•E 170.77 1 I .90 I o 22 3-13*06' 425.00 23.87 23.87 _ I` 6 S.Z90 ` e a 11 N4Sp1 23 247'48' 25.00 f . 0 5 . TS 24 15'07'49' 2 2 6 5.00 .5 6 0 .5858 ' IIETLANDS 4p'E 46 �� di 630"'S• A7 `\` 11I 'I 34 •\t �\ 1` `` ^ T u ' N56'S6'18'E Sfi0.00 0 1 _ K5x•g6' 'E 261.49 ' 0 1 57'3f'E 179.49 "-16•!.06 B'E 107.8x I 18 1 < o 1 ' APPROXIMATE WEAN HIGH WETLAN/S 1 21 WATER LINE � _ J ` ` T- I I I I I 16 se v' ss �v. G m 7 1 / R 1 160.00 W5 /6'O6'E fig.41•p •E 91.41 �, �,•�. . e.� rN`° `\\ \ 24 Ll '� ; 0 1 35 ,' � L /"/ -�r oL 19 0 111 N56'56'18'E 103.73 I 319.87 34.46 Al vm m \\ W5246'ZB 'E 240.25 o a - ' / ' �, ' Z' a '�PcT N56'53'W'E w I _ ooC Tf �� S7 s I r r O Tl INLl - tL ' d. m I d e u ,T 9 . O Ac • d 'rm A `�\ 'I 23 j - i ✓ +`T r _ o o I 1 WETLANDS _"^ `\ N52 46'32'E 232.49 N � 1 - W56•56'18'E 144 11 g . 1 T4 N56.56.18'E 100.00 I -foTA L L,)Ts - -7 f %2'4.9'39 I r E 150. III • m .1.1 I �` \ \ N53'2 '40•E 130.52 Ary3, ' 'I N57'O1'01'E 150.00 i jl ' 1 o W I I 1 1 / 48 0 / / 50.00 50.00 ' N57.O1'OS'E l58.0 I W ' ' 50.00 50.00 30.52 Ot'r6AF ' I W '•' I 50 00 50 00 _____ --` 27 4� $� / -- 58.09 f8 E l00.00 w m V ____ m 18 ` w % o _ _ _____ _ _ ___-__ __ m Ws w W o Y � w W ry m -1 $ W I NI ry N o O m 14 m m / 0 19 m 20 O 2 38 40 la 41 42 'i 43 U N56 56 1B E 100.00 I m e 1 a v I I ISLAND OAKS II 15'ML I ` o -� � � > W • 1 -- --- -----® � 15' I _ i ____ a I WETLANDS " ___- - 50.00 50.00 19.87 1L ty 15 J®.______ m__ 8 , _ � 50.00 (�.� ZS' 17.13 I � \N56.56'18'E %.% o i ♦ 0.� ♦ �" L.50.03 RF41B-S5 65 30.17 N5.3'28'40'E 280A4 •G17 50.00 0.Do '01'E Z70.32 So.00 50.00 33.19 .t1�'�. 24 $. \ ' \ �tl�- _ --__" 12 114.28.38' L105,78 fH _ EDGE OF PAVEMENT L•'� ♦ ` `\ __ 11 65 t 6.368. 1 / Q 13.f0 21.00 9 L-04 93'158.358 13 D�k� So' V✓ A34.20'39 L- CAST y21 DC< N53'ZB'40'E 64.10 EDGE OF PAVEMENT '7 Ic , EDGE OF PAVEMENT E05E JF N53.28'40'E 4.10 12.19 LA3.15 1p368.b5 9 59.49 59.49 59.49 - 49.98 N57.01'01'E 326.96 - P4VENENT o 1 I Og p1A•2S' L.56.7B 8.368.1Tu 43.00 56.00 56.00 56.00 DO o /�Ee ----------- m -- MBI------- - --------------------- - ----� re rr I 70.5x - .re P.418� fo -------- o --- J �•05•E 1 1 114.28•39' Vf05. / / ill l�� '�j e•'(V)LPS \ N53'259.61 fid.30 T 418.65 -��� m w ' `y 15'NBL �6 / Tq \ 59.fi1 L-73.93 R• m @ m m '' / a'" N w ^\� ♦�f OS Ilse' sp /// I _- r O r O I / 7 1 W '� L-� Fri O m o O yry MI)-foQD QJI� i ?QC 8 ©� 15'IBL _ a O •w' No o O ' Po. F % sus r 6 O 4 2 O O O --- O •� Po 05 o 1 PesAa, 11�c. �e39e I m - o .• w 1 7 /EZ 7 J ; `�� W "''' O O N m m O J ct 0 0 0 o o W m 20•MBL m __ ____ o n ____60.00 _ __ _________•o___________ 39.76 TS a m n ___- 23 %7.01'01'E _____63.40 ____ _ 1 59.49 59.49 52.77 -- 60.00 ro_20-MBL-- I G6.72 59.49 31.35 43.00 _____ 415.51 239.00 N53'2B'40'E 770.51 %.00 56.00 K3"OS'Of'E 549.43 91.67 33.00 - WHITE HILLS BEACH SECTION I. BLOCK E M.B. 4, PG. 12 \ _� WHITE HILLS BEACH ` - 1.O SECTION I. BLOCK D WHITE HILLS BEACH `` M.B. 4, PG. 12 - LOT 9 LOT 7 tttl.�ln lnYLt - 1°1aZ pc•• � b SECTION I, BLOCK F • - M.B. 4, PG. 12 i 1990 3•�{J rtt ��uwA2 �. D E M I SCALE IN FEET: 1' = 50' SANDY RIDGE 50' 50' 100' N. C . HWY 50 EO ' R/W SUBDIVISION CHARLES F . RIGGS & ASSOCIATES, INC . I TOFSAI TOWNSHIP FENCER COUNTY, N . C . ATE: AUGUST 02. 1989 SURVEYING, LAND PLANNING & COMPUTER MAPPING , , . 2 DRAWN BY: M.R. LEE 02 WARLICK STREET F.B. 82, PG. 27 [PROJECT NUMBER P.O. BOX 1570 88-05-13 JACKSONVILLE, N.C. 28541-1570 ' F.B. 83. PG. 1 - PHONE: (919) 455-0877 I F.B. 94, PG. 46 F.B. 129, PG. 1 i cFpl to 77 1 CERTIFICATE OR APPROVAL OF THE DESIGN AN INSTALLATION OF I. CHARLES FRANCIS RIGGS, REGISTERED LAND SURVEYOR CERTIFY AREA TABLE - STREETS, UTILITIES, AND OTHER REWIRED IMPROVEMENTS. HEREBY THAT THIS MAP WAS DRAWN UNDER MY DIRECTION AND SUPERVISION FROM ---------------------------- _ CERTIFY THAT ALL STREETS, UTILITIES AND OTHER REQUIRED AN ACTUAL SURVEY OF LAND; THAT THE BOUNDARIES NOT SURVEYED ARE LOT IF AREA LOT t AREA IMPROVEMENTS E BEEN INSTALLED IN AN OF ACCORDING TO SURFCITYSPECIFICATIONSAN�STANDARDSNNIN THE CALCULATED BY LATITUDES AND TDEPARTURES RIS101: 10.000 ++;CALL AREAS 1 5949 SO. FT. 36 8103 SO. FT. 4PPgOXI4'M Tf V7pi HE4N �ANYJiIDGE SUBDIVISION OR THAT GUARANTEES OF THE WERE CALCULATED BY COORDINATE COMPUTATION. THAT THIS MAP 2 5949 S0, FT. 37 6294 SQ. FT. N�'ZD�5 38 Is 34 57.31 uHIG/1 MATfR CINE INSTALLATION OF THE REQUIRED IMPROVEMENTS IN AN AMOUNT AND WAS PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED. 3 5949 SO. FT. 38 6223 SO. FT. MANNER SATISFACTORY TO SURF CITY HAS BEEN RECEIVED AND THAT WITNESS MY HAND AND SEAL THIS DAY OF 4 5949 SO. FT. 39 5000 SO. FT. THE FILING FEE FOR THIS PLAT, IN THE AMOUNT OF $ 1989. 5 5917 SO. FT. 40 5000 SO. FT. 1 HAS BEEN PAID. - 6 5920 SO. FT. 41 5000 SG. FT. 7 6012 SO. FT. 42 5000 SG. FT. y2 8 7874 SO. FT. 43 5681 SG. FT. r y2 I CHARLES FRANCIS RIGGS• R.L.S. L-2981 9 17346 SO. FT. 44 9050 SO. FT. - BUILDING INSPECTOR SO 53676 SO. FT. 45 12374 90. FT. 11 28843 SO. FT. 46 6522 SO. FT. ir- 12 11850 SO. FT. 47 7868 SO. FT. CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF APPROVAL FOR RECORDING 13 11700 S0. FT. 48 9601 SD. FT. EDGE N59' CANAL n46.39'53'E n 60;77 s / I I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS 14 11679 SO. FT. 49 21380 SO. FT. 35.54 37.25 47.99 36.it Y I DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR SURF 15 12286 SO. FT. 50 15945 SO. FT. - ng1.OB 43•E m %. I JURISDICTION OF SURF CITY• AND THAT I HEREBY ADOPT THIS PLAN CITY• NORTH CAROLINA• AND THAT THIS PLAT HAS BEEN APPROVED. BY 16 13035 SO. FT. 51 11636 SO. FT. TOPSAIL SOUND o Tx OF SUBDIVISION WITH MY FREE CONSENT, ESTABLISHED MINIMUM THE BOARD OF COMMISSIONERS FOR RECORDING IN THE OFFICE OF THE 17 13670 SO. FT. 52 12643 SO. FT. 10 r BUILDING SETBACK LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS REGISTER OF DEEDS OF FENDER COUNTY. 18 19461 SO. FT, 53 10698 SO. FT. OQ I m PARKS, AND OTHER SITES AND EASEMENTS TO PUBLIC OR PRIVATE USE 19 5000 SO. FT. 54 7130 SG. FT. AS NOTED. FURTHERMORE,- I HEREBY DEDICATE ALL SANITARY SEWER - 20 5000 SO. FT. 55 5870 60. FT. _ p2 p9� Ss•tg• I STORM SEWER AND WATER LINES TO SURF CITY. 21 5594 SO. FT. 56 9285 SO. FT. p•y \{di�5't �;, stgt i I 22 9399 SO. FT. 57 6628 90. FT. DATE TOWN CLERK 23 11274 SO. FT. 58 5053 SO. FT. 24 12568 SO. FT. 59 5000 SO. FT. DATE OWNER 25 6510 SO. FT. 60 5000 SO. FT. tio,• F, _ - '� \, / q1. ° ) ♦♦♦ I 26 15512 SO. FT. 61 5082 SO. FT. CERTIFICATION OF APPROVAL OF WATER SUPPLY AND SEWAGE DISPOSAL PENDER COUNTY NRTH CAROLINA 27 12235 SO. FT. 62 5126 SO. FT. 0' p`'•q 90 / 50 SYSTEMS. I HEREBY CERTIFY THAT THE WATER SUPPLY AND SEWAGE I, BEVERLY L. DAIL, A NOTARY PUBLIC OF ONSLOW COUNTY, DO 28 12380 SG. FT. 63 6737 SO. FT. O' 1y A WETLANDS DISPOSAL SYSTEMS INSTALLED• OR PROPOSED FOR INSTALLATION IN HEREBY CERTIFY THAT CHARLES FRANCIS RIGGS, REGISTERED LAND - 29 14057 SQ. FT. 64 5403 SQ. FT. 9ANY�iIOGE SUBDIVISION MEET NECESSARY PUBLIC HEALTH SURVEYOR, PERSONALLY APPEARED BEFORE ME THIS DAY AND 30 21827 SO. FT. 65 5670 SO. FT. - I _ • 1 - ao REQUIREMENTS (AS DESCRIBED IN APPENDIX II OF THE SUBDIVISION ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING CERTIFICATE. _ 31 17162 SO. FT. 66 5600 SO.-FT. v _ _ •as. 21•E'1 REGULATIONS OF SURF CITY) ARE HEREBY.APPROVED. WITNESS MY HAND AND SEAL THIS _ DAY OF 19_ 32 6988 SO. FT. 67 5600 SO. FT. 8i 27 }O iO3 _ MY COMMISSION EXPIRES: 26, JULY 1992. 33 8927 SO. FT. 68 56GO SO. FT. _ F 2° 34 9263 SO. FT. 69 5600 SO. FT. ?1 35 8976 SO. FT. 70 6180 SO, FT. DATE PENDER COUNTY HEALTH OFFICER 71 5568 SQ. FT. OR AUTHORIZED REPRESENTATIVE 49 / ♦" ' \ NOTARY PUBLIC t' 4, ♦\ ' Iw CERTIFICATION OF APPROVAL BY THE PLANNING BOARD. - - - $ /' `� +�°P� ♦\ 1\ O///' \41„J, W THE SURF CITY PLANNING BOARD HEREBY APPROVES THE FINAL PLAT FOR F THE SANDY-RIDGE SUBDIVISION. TANGENT TABLE / - _ 3 1 \ 0 11 ��40 �`• SS1 I I \ 23 DELTA RADIUS LENGTH OM - - 1 49'11'23' 25.00 21.03 20.41 TANGENT# BEARING DISTANCE \ 1 19 \� 3 115.22'38' 255.00 68.44 68.2326.13 \ 9• / 0 "Ix•. 1 0 1 Il m I N72.� 4pf DATE CHAIRMAN, SURF CITY PLANNING BOARD a26.19 \ O 93 I T1 N19 45'44'E /ai- / ♦ ` T7 f 1 1 4 65'22'36' 25.00 28.53 27.00 T2 N05 58'%'E ' �"39 f Ise / �� 19•E 1 1 \ 4 S / o` -52 5 58'12'37' 25.00 25.40 24.32 T3 N53 28'40'E 6.57 • .70 T4 933 03'42'W o.00 6 76.13'33' 25.00 33.26 30.86 TS S32 58'S9'E 10.00 ' 7 1900'00' 201 57.25 57.06 T6 S57 O1'01•W 20.00 g p • I / \ f \ �' ¢` c w I FENDER COUNTY NORTH CAROLINA 8 33'03'34' 25.00 14.42 14.23 T7 S32 %'S9'E 20.00 9 THE FOREGOING CERTIFICATE OF BEVERLY L. DAIL, A NOTARY PUBLIC 9 4.21'34' 418.65 31.85 31.85 T8 N57 01'01'E 10.00 \ 1 22 3 2 R 1 ' M2. `� 1 T9 N53 28'40•E 3.44 1 \ ' 1 �'40•E OF ONSLOW COUNTY, IS CERTIFIED TO BE CORRECT. PRESENTED FOR 10 5'39'09' 368.65 36.37 35.35 0 \ 11640 I I ml o REGISTRATION AND RECORDED IN THIS OFFICE IN BOOK OF MAPS 13 2'30'35' 368.65 14.10 14.09 1 57 11 1\c PAGE SLIDE /� THIS THE DAY OF I \ 23` I \ \ 1 F 1 I - 32 2']1'26' 369.12i 14.10 14.09 E 168" 20 ip �'4p• N 19 . AT _Q'CLOCK ,M. `R' - o \ 13 4.54.52' 418.65 19.83 19.83 '�` \ p5 09.79 1 14 2'42.53' 450.00 19.96 19.65 �. \ 6 15 22'53'53' 50.Po 19.98 19.B5 0o s• No �.42• 169.22 ` � \ 1 1� \ • r I 16 40'58'29' 50.00 35.76 35.00 F• N4G' I 15 - 17 17-15'14' 50.00 15.06 15.00 \ ♦ ' 3 _ 18 927'24' 205.00 33.84 33.80 \'$ I REGISTER OF DEEDS 19 6'11'36' 255.00 27.56 27.55 11, 1 N7 + 1 _ 6 20 3.45'35' 2%.00 16.73 36.73 T2 0 \\'\Y I __-© 0 11 E 110.77 1 1\\ �� �•E 90 1 e �' "' I I =' 23 Y 46'S3' 255.00 25.73 25.72 '+ \ \ y9 _ m - : 1 n45•O1'xY ' 1 \ I 22 3'13'06' 425.00 23.87 23.87 •�. \ yq o a W 23 2.47'46' 205.00 10.00 10.DO TS \ 1�y 1 m ` \ ^' 1 I • WETLANDS 7'49' 24 15'0 25.DO 6.60 6.% �'+ \\ ,•('+ / e 1 11 > \1 ; m w 1 I a� 25 --P'- \ 11 11 IS � ' N%'56*16 E 116 I � SAG n38•'y' Al 08 \\ 160.00 1 J 1 1 \ N56•%'18'E 307.82 I �e 181 103.49 N5x•46' 'E 261.49 I g o< 1 tF0'531'E 179.49 1 1 T / / I - \ 1O a oe 1 N A5 g9 \ 1 1 II - l.''9 .E N rN. m. '6•-Ns rN� m rs•N� \ \` \\\ •\ 2 4 - / � WETL ANDS APPROXIMATE MEAN HIGH WATER LINE N 160.00 46'06'E 41' -1 El �- 11f f �w i 19 meo 11 N56•56'18'E 103.73 I .45.82•E 240.25119.87 4 11! u _ - i 54.46 v �, vN Zp d� I I � N55.53'35'E SEf-.% _ f __ I 4 - I 2 N52'46'32'E 232.49 N56.56'18'E 144.11 WETLANDS 1 1 a, � mm "m `\ I I m . I I I I f T4 I N56•%'SB'E lOO.Po I '-� `\ IF � � - I � $ 1 '$'• WETLANDS � 1 \ I W62'49'39•8150.72 I ♦ � \\ _ 1 � 0 1 1 Z o i o 4 $ C-4 1 O I I J W e 1 1 a I \ Wa / -1IL 111 �y\♦� I'I'I //// Nm�`, �II `�ii �`\l\ \�\� w w�ro O-ti- wmrm _-� m,�^••\1 CJ oucmf O16 orOmm' 1\ m�\ O\ m'Wm' ____ '40'E 0.52 - 'W^•''O I 00 MBLNN%5•%56''!188''\EE 110000..0000 N57'0S'01'E 150Po 50.00 30 48 1 50.00 5 .00 N57801'01'E 158 050.0002 . 50.00 50.00 %.09 - ` o ; ________ 20_WeL 7 ------- &N rn 41 N.�II1�I I oO � 42 • / 1 I - \ m ISLAND OAKS IZ 1 I ' / \ o "w' $ e / r $ o c 8 o 61 j o o W 1 n 1 -____-- a - -- \`\ .00 5 .00 39.87 ® �$1t• M -- ' $ ® \♦ N56•%'18'E 95.95 1 I / ME -_______ -- 418.65 30.17 '00 B H5Po3.28'40'E 280.04 a 17.13 ,00 't° ♦ A7 .Po .00 .00 L •\ 7 01'01'E xe0. 32• l B 1 \ EDGE OF PAVEMENT \ •\ �';9 • I SS A R''��65 13 1 ♦ 43.10 21. � � AST `[.I�E"_ �O Q/V✓ a I N53'28'40'E 54.10 A34.26 I - _ EDGE OF PA Ell _ \ EDGE aF PA o I I m ao \ 1m 1 y EDGE OF PAVEMENT 9 �, NS 28 40'E 4.30 \ �•1 N57•OS'OS'E 9g` o �1• 1 IT 1 m L.93. . 15 R• % 59. \1 11� I ir'li� I `� 614•28' L�6.7B o6•E S70 52 1186• ' I ' 1 N4fi R N53•2 ' 0 E 64.10 T 4 65 w m 9 I N�' I".r w w ♦♦ ,- IV rWv 15'M L m m m I 40 a I / W is u w 1 ________ _ ' © P o o ~ ~ ~ ON• I , i o m o r m w c o e o o T6 __ - 20.00 20-MM O O O O Q ti F _ O $ p V r__ C p I m J P _ O m Of 1 m _ c w 2D O W 0 1 p, _ c__ __ _ _____ __ ____ 60.00 39.76 T5 ____ __________ __w __ o'- _____________ _ 29 N57.OS'Ol'E _____ - ZO M N 59.49 52.77 60.00 31.35 43.00 %.Po- 0 59.49 59.49 %.Po %.00 %.00 m 66.72 33.00 63.40 115.51 78.04 fG7.OS'Ol'E 549.43 219.00 N53'28'40'E 770.51 WHITE HILLS BEACH SECTION I, BLOCK E _ M.B. 4, PG. 12 WHITE HILLS BEACH - WHITE HILLS BEACH LOT 9 LOT 7 - MEB. 4N PG B12CK D SECTION I. BLOCK F M.B. 4, PG. 12 0 Iu�U( �:>,:,• �".=` _2. '( IS t p I� �o1Z• I r��EEJIOL�S 511 e fAcE � An - _ - IS : �•4:i f: 17JJ ��21�osEs orlL� , IT DoEs iJo� QES-IfFle r G E WI / •-• 1 1 - ��//(�js�eF � v0z3 o � - '�� TIaE i,GCA'�ION o f T�E PKoPosEp S�QL�-�tIZES FRO � SCALE IN FEET: 1' = 50' ' 50' 0' 50' 100' SANDY RIDGE N. C . HWY 50 60 ' R/W AJE♦ AGE p(ZWG Io' K 3.0, = 30o sq �7 CHARLES F . RIGGS & ASS IATES, INC. SUBDIVISION R� 6RPGE sjRLlcTd�e 3°' ` a i2°" Sw SURVEYING, LAND PLANNING & COMPUTER MAPPING TOPSAIL TOWNSHIP, PENDER COUNTY, N . C. � aT A CEA 59 3pp SQ , L DATE: AUGUST 02, 1989 SURVEYING, WARLICK SAND P I A ' rl DRAWN BY: M.R. LEE F.B. 82, PG. 27 PROJEC NUMBER: 86-05-13 P.O. BOX 1570 JACKSONVILLE, N.C. 28541-1570 F.B. 1 ' F.B. 94, PG. 46 - PHONE: (919) 455-0877 F.B. 129, PG. 1 sal EET z o, - --. - 7- - -- -- -- - 1 _ . - ' MINIMUM �— •..::.u.'.:'J_ `.:. .2�:--,f::•-:..�-:�i.::-'vy.n^!'v(to: ...n::.. r•::•..+.iw -:.:': `T<.;:: ::.i`.''' 1 1/2 " 12 w III I = e� .ao ° �� 4" 3000 PSI CONC. RIGHT OF WAY / STANDARD CONCRETE ENDWALL FOR s' 19' s' It I —• IIII / /j / ✓/ III — WITH 10" X 10" MESHi�I¢�� 6HO R,V IMENT HOULxn Ixrf°-N�jI�I' T Is..�GP Is" ecP � F T D - III DOUBLE PIPE CULVERTS �I/4"PER.FT III I I Sb / 1 ///�5//////�//� EXISTING DOWELS IN EId1WILL WITH RENE(YtCEO CCNCREIE PIPE I�ER ..., �.- PER FT 3-T �P 50 TAPER ' / f" IIII EARTH %� meLE wPE ( REQUIRED FOR W LESS THAN 26 ) L O1? / - D C11. Is• V` 5�' SIGHT . I C ! -X . I 8l25 A TRIANGLE G DTr. LOCAL RESIDENTIAL ROAD R/W M DTr. G DTr. . 2 TO STOP 140 pp TOL. Les.. q DIN4hS iOvS lNO [Oa- CREiE 0.=NT111ES alyHr ofWAv i USNG CONCRETE PIPE 9 20 g fi EXISTING ROAD I - yp„L.pE PAVEMENT HO - I I 0 X COB ' ❑MS. LGl6LE PIPE I 1 G T M L iti. rO. PER FT . /li"PER FTI I I 1 IS" 3'- 4" i'- B" 2'-9" ,E Ir�R FT ... •-..... I - ASPHALT ASPHALT PfS� v RECOMMENDED ROAD CONNECTION t 1 - _....`!' I/Z" IZ NEW RESIDENTIAL ROAD OR RESIDENTIAL ' I I so" p,g<- COLLECTOR ROAD AND EXISTING STATE MAINTAINED .�•' ." - -- - - - -- �191 --,—!LOPE LS wry CRIED D4 PLkx& RESIDENTIAL COLLECTOR ROAD � I I I I I If ROAD I I I I h - . TERRAIN MAX SLOPE I I I '•�V �+•' • _ ' ` LEVEL 2'. 1 STOP CONDITION �aJEY1 EI`�i - -_ _ ~ ROLLING 2: 1 VEIL , HILLY 11/211 _----_ ---- __ s a 7 \ CSC TYPICAL CULVERT CROSSING (NO COVER ) Foor.';G PLAN (IF CONST. JOINT USE G -----� M G .. Eh'D E�w 50' R i f � 6--t— � uacv I -f I r� -r T I' FREEBOARDIIDOWEL N$!3$ 10'z70' TYPICAL SIGHT TRIANGLE RAD. = 35' (T'*=) / L `OPT09L CONSTRUCTON AST — so' a R C�N R/W I II— VARIA)3LE F ELEY:Tr.N IZ' v I AS PER PLAN SHEET DEPTH I et1 I 31' 3 1 I I SEE PLAN SHEET - — - - -_ — -- FOR PAVEMENT WIDTH 50' I __ TYPICAL DITCH SECTION R /W V STOP _ R:W " SIGN 1 Ste' SLOPE A cc')'D 3 ' JSLOPE - Ti R.O.W. I 1/2" \ -- PER FT I I' FREEBOARD III- WITH Cj;E 3 GUTTER I III R/W C I VARIABLE DEPTH 3 RESIDENTIAL ROAD INTERSECTION _ �ECTICN - TERRAN MAX S:.OPE LEVEL 2 1 - - ROLLING 2'.1 VARIABLE HILLY I-I/2'I BA SE SYMMETRICAL CUL- DE- SAC NO CURS TYPICAL DITCH SECTION IUnCV 1 ( (V V & GUTTER 11`'n (T ( PPEzoIE►) D F. ivl PROD G�IA�I�sI F �Iccs $ ASsoclA�s Irlc. 1osEp�I F, �LHIH�� I� 'ti �. SIJeJt�IIdG, LAaD pLPIJ(Jlac �2OZ corl�.ITE& MApQIIsC, rU`IGI��.GR-IIJy V✓AQ-LICK 5 R.EE-•� • (� G 2�ox 157D T (10 �IILLSIDE COUP/(' ` Oc �AGKSorIJ1LLE IJ G, Z8�41- I57o C919)3s3`g413 L919) 455 cs�7 S F-I EE-r t o o k I o