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Home My WebLink AboutRet-01 Darby 6-17-92 Oversized PlansTOP OF DUNE r--U • 231 i TOP OF DUNE CL, FIRST LINE VEGETATION _ APPROX. MEAN HIGH .UATER LINE &CT I ON TRH D�� MODSOM SCALE: 111=10' ICE �, BOTTOM OF DUNE ATLANTIC OCEAN rI C: L.- 1 BOTTOM OF DUNE NORTH L `6 ( IV `NA, 0G SCALE Q I 7 ) . •M.fS 4- es I .VIE SCALE FOR ENLARGEMENTS VICINTY MAP SITE I� SEE SECTION ABOVE AppROXIMATE MAI*UL. _ -- s60 DEG 19' 36' ...... 4 XIMA � T I 4' APPRO TE MJ•IJUL -r- � - � - - - --1. F IF j I I I I I I i I I I I I I m I I I I I I j I I I I I I I I I I I I I I 109.FIRST LINE VEGETATION _ I I 10.I;FIR9T LINE VEGETAT1Qt- . — . — . — — . _ — . — — . — . — . -T -T 91 FIRS LINE VEGETATION : }p -L • SA'FIRST LINE VEGEt i ION _ 14.4' T OF DUNE l _--_----- 9$' FIRST LINE OF VEGETATION -------------T T 1 MA' t OF ---- --� - .. -L- _ .—w1f, TOP OF DtJNE ECM - �8' TTOM OF DUNE-T----.----- �-- fi -fi T- I I I I ------------- :---------------------- --- -- I . — . — . — . —� • _ . — . — ; — '16.4' TTOM OF DINE•- ----- ------------------ •------------- ---------------------------------- ---- ---------------;-- I I I n1' GROUND _ - - 1 • ; L • • • rt 9' TOP OF DUdf - 2-- TAP OF DUNE 4 i--------: ----: -------------------- J _ _ , • J , 23.1' TOP OF DUDE r ------ -------'•- I -r______-r--- 9.9' BOTTOM DUNE .------------ I I I i I` 23 TOP OF DUDE --------------- �, �: !G- T POOL CK ELEV. 1335 _ - _ . _ • , XI t L EIR------- _ - _ 4 OM OF Dlt� C � I : � �• ' 83' 0 ' DOTT 1`' �.'� — -- OM OF DUNE - _ - . _ . - �8 - \ - . - . - - . - . - . CAMA - - - - - - - - - - - - - 8D OM OF_DU�E-� _ __ CAMA -'T�� r� p �� _ . — . _ _ . _ . �3LD ENVELPrn E _— — — — _ . _ . _ . _ . _ . _ -- — — — — — — — 10.1 — --------- -- ------------- - ----------- - ---- EDGE t J� 1'� '2 5(rJ --I. - . - - . -POOL- - I !�. ME . i i Bb DU9E . -- I _i --I - y J` r i14' OF PA i `'' _ - fi_ S.9' BOT. OF DUNE -- ------ _ I I I 1 I _ 7 r_ ---- I-- EDGE -- -------------- : : I a OF D19•E _ I 1 r- I ._. _��..._��--- I I I I , 1 I I , I I --1- -----+-----------1-T'f------- I LOWER II EL �' I I 1 • I I I - I I I I ' - I----� I I (�GGG � 11 9.9- -J_ r PA �-------------T- 1 .1 _ F L- --- - -------- _J I I I _ -J-------�-T-�-i--------- I I NORTHWESTERN AJOI ER TTOM , 1 PAD EL�Y-_-__-- __-• -I- • r I I , I . . I I e.r 4(Q5� :=3 -3$r-.---6�d-SF :----�-�-- 1 _I 2,4(05 S.F, i i ' r-------- I 1,920 SF. I I I i--- __ ,-7---------- I I I I I 1• I ,_ I _ _ _ 1— �r 1 '-- - ' r - - 7 Z�0 SF. 3 5 I (o I 025 SF 1 25 SF. , , 3 560 SF I Now OR FORnERLY i �T D ¢F 2 354 SF. I �bF.7- :-,'- 65 SF. 2 35 S.F. I 12 50 SF. , I I I I Ma MELTS �_ �120-SF- I t _ -- -- I 9 E RAVEMEWT I I �- 15' EDGE OF PAVEMENT----- I I I 1.914 SF. I L-• __-- ' J_ T-- I . 114 1 , IOB'i I I 1 " -r- �- , ---- A -- -I t I I I I I I I i I j I I I DZ. 328, PG.489 CT�-W. . 1 I . I L_' -L -r-; -f6� �DGE � I I I I i I ' ' / ------, _- - ,- I I I I I ' I P VEPENT I 1 ------J- '-+- -- - t-�---- I I ^ I I I I �� ,�y.�,/„ • • I 1 I ' I 1 8 I'DEIAF� G OF PArc,1c7' i i 1 7 i i I I i I ' : : ,(� I 19' EDGE OF PAVEMENT— ----�; -�---- , , i 7 Yi k. HOME I I ZD) I i' I I _` I (G , 1 (�\I I\I G - 11 , I _ � I I -.•� sE76AG,' • • 1 i • ' --- _-''/ I • ' , 1 1 : I , / I , '•� t I \ . I 1 I 1 �-----_- J L_ -_ • ' L_______-__SXI MG_____ J • L-_______-___J • L_-_-_ ___J • L--_-_ J • L-_-_-_--__J L L_---_-____J L______-_- J L_-____ ___J� L�---_--. �� PP- -- ----- i � • MON • L�L�t•------- .ILE OFFICEL ... ... __ ... __� ... ... ___ ... _wL_ ... _w� .. ... ... ... __� ...... _�_ ... r---- • , ... _ ... SETDAC� b® . J �... __� .. 1 �� ...- .. J ... __� ... — .. . LOT SIZE_L Tom• MODEL HOME _____ -____ TEL.PEDEsrAL _ ... _� . b�r------------- --------�� r--------------------------r� �r-------------------------- �_ _rr--------------------------r r----------------------------� ---- ----------- .. ___ ... ___ ... I 1 �� • ------------- ' ---- ', 3 230 SF I I 3 640 B' (040 SF. I 640 SF. I ; ,640 SF. ; 40 SF. �040 SF. S�oS SF. 3 3 36 3 3 ' r1--�---- --------------------- . ' I 1 ' I I I I I I I NORTHEASTERN AJOINER: y/ i �-� NOW OR FORrVRLY / i i i I" WATER LINE W/ METER ' I0' ASPHALT DRIVE 1 1 I I 2 600 CJ.F. I I I I I I BVI • / I I I I I I TO BE LOCATED BY OTHERS I ll l I PP I I I I I • / IEXI TING I I I I I' ' DB. 929, PG 012 r • i I 2' FORGE MAIN ' C T3' • / I I I 8�' ,' •VEL P• �Ks L I I 1,4' I I I I I . I I I I ' 83 I. . I' II I I I I I ' - -- ---- ---------- ' --------------------- J L--------_--_--__--__--------J L----------------------- ' REMOVABLE FENCE SECTION • REMOVABLE FENCE SECTION ❑ 4 ' 848' TO FIRE HYDRANT 3/4" W/ METER (\ - UTS BLDG V + �i i ... ... ... __� ....�.i L ... _� ... _� ... __� ... ... ... .. EXI W 15' 696' TO FIRE HYDRANT 2L5' OFF WATERLINE NEW 15' RCP (UNDER DRIVEWAY CENTERED IN DITCH) EXIST. �� / 201 BUSHES INV 13 2' FORGE EXIST. INV M 39 POWER LINE MV M 43 BUSHES / BUSHES ®6.4 204 INV OUT 3b ®b] T5' OFF WATER ' rNE TO NV OUT MAN PP I'-b INSIDE PROP. LINE MV OUT 3.9 PP 52 / _.PIP PP - - _ i.l' TOP OF DITCH 13' TOP OF�ITCH- - - - - _ . _ - _ - _ - - - III6J' R U-TOP OF DITCH SO' R/W-TOP OF DITCH 6A' TOP OF DITCH I WATER PETER LEPHONE N6IDEG I9' 45'E 121309 513 R/W TOP OF plif-H POWER LINE 50' C/L DITCH jI 50'-T4" RCP INV. 2b3' 2.9' C/L DITCH MV 3ID8 115" -- -- PEDESTAL 32 G/4 DITCH 35' G/L DITCH_ — . — . — . — . — . — . — . — . — . — . — . — 3b C/L:7: DITCH ---- — • — TJ5' CL OF DITCH I —.—.—.—.—.—. — I _y --- — . —43' D1I�l . — . — . — . — . — . — . — . — . — . — . — . — . — . _ . — . — . — . — . . — . — . — . — . ------ --------------------------------------------------------------------------- - — MV. 393' Y. 2.93' f 1 INV 318' 2.91' 6X TO_P OF PITCH - 4_9' TOP OF DITCH I ' 5b' TOP OF DITCH --------------------------------------------------------------------- 61' TOP OF DITCH PRIVAG- WALL ALONG R/W 9.1' TOP OF DITCH 1.4' TOP OF DITCH -•__ ------------ -------------------------------------------- ----------- ---------------------------- -- --- 10' WATER LINE, 30" DEPTH, b' OFF 6 4' EDGE OF PAVEMENT 9 4' EDGE OF PAVEMENT ---- ----- - -- 6.9' EDGE OF PAVEMENT &Y EDGE OF PAVEMENT PAVEMENT, Ob-95 PSI AS PER ONSLow 12'-30" RCP SUBDIVIs N.C. 210 bl'-1E" RCP I g COUNTY WATER DEFT. FIRE HYDRANT — — — — — `— 3� BIT_.....SURFACE TREATMENT — — — — 6b' G/L PAVEMENT— — — — — — — n b.l' C/L PAVEMENT SJ3' G/L PAVEMENT 63' /L PAVEMENT — _ 6.4' G/L PAVEMENT �7 6 CENTERLIt-Z OF: O T1 5.4' EDGE OF PAVEMENT 5B' EDGE OF PAVEMENT 6.8' E OF A 601 EDGE OF PAVEMENT MYRTLE DRIVE 6.1' EDGE OF PA n 12' BAN. SEWER 39'-4' DEPTH �INV 2.2V 1213.09' V-5' OFF PAVEMENT, 35 PSI AS PER NORTH TOPSAIL WATER 4 SEWER INV. 000' (NO MAN HOLES) I \ \ MOSQUITO CANAL I -A-\ E C; k4_ TCf=G L I SL N D SCALE: 1" =50'-0'I THIS DRALJING TAKEN FROM A PRELIMIN,4R*' SITE SURVEY PREPARED 5Y GHARLES F. RIGGS 4 ASSOCIATES, MARCH 21, 1990. THE "ESTATE OF HUNTER HEATH" INDIVIDUAL TRACT ON N.C. HIGHlUA1' 210, STUMP SOUND TOUJNSHIP, ONSLOUJ COUNT T , N.G. ' 10 DULY MW PUBLIC ACCESS WETLANDS NOTES: 1. BUILDINC% ENVELOPE ON OCEAN LOTS SHALL NOT EXCEED CAMA LINE OR LINE OF BOTTOM OF DUNE. 2 TOWER 1-13' X 1-13' 3 TOWER PAD 30.0' X 30.0' 4 BENCHMARK - NCGS TOWER SEVEN - 1335 LEGEND SIR - SET IRON ROD ECM - EXISTING CONCRETE MONUMENT EIR - EXISTING IRON ROD EPK - EXISTING P.K. NAIL R/UU - RIGHT-OF-WAY LINE C/L - CENTERLINE +14 - SPOT ELEVATION I TO I SLOPE 181.011 8" ABC — SLOPE 1/411/FT. . - - -- -- A r. , I V-1-2 SURFACE COURSE L----COMPACTED SUBGRADE T*'P, ROADWA`1' SECTION NOT TO SCALE JUL "A 1990 OFFICE OF WASTAL MWAGLMENI IWILM•INGTON REWUAL 46 WA 4psm a ! . ALO no.1 revisions i e = V sILt ' 40L v s • 5 ' � f • e w • �EVzi drawn checked job no. 9009 SITE PLAN heet Al Of total date DULY 10. 1990