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HomeMy WebLinkAbout69-99 Oversized PlansIPF C, M� •t k- i 40'S4'47' EE Ra�0a 0 `.� v L�7j5T _ .__ G? q �fSOTr $ 85.b0 9 ��F�9 9 G ` w y S � �► ° covN��c�4 cod,. NEUSE >' 0 �� SUB �� Io RIVER DRIVE Q \ �'OG 0 :Q p� rQ 1 R/W P o j.��` Q \ \60.0 60' ' n ti' 6 1.0 . 4>9' S 3352'50' E ��9- �Gc Sty �f X-5.94 �; ti -Z ONE ST Q \ 1 \\ } FRAME ! \ \\�'°a P M++esorr - C SPOIL POND ` / J>9\\ \\ \�,�°�o ' o A. U PAULLS S 29'4 TO NCSR # 1121 o #5, -- _ _ ��� O O �� --- - - - - - \ 0 \ oc \\ \\ X-3.73 __ _ _ _ _ $ 0 \ \ o L !� _ _---- '_ �(`7 0 \ \ \ poi\ \ \ �\ 00 B� i ...... Q �- `'�i �' — _ __------- -= y - ` — \\ \I °Oc \\� 4.04 \ o` 19 — — — — — — ra \\ \� - �0� _ - = '�A'' � 4 J_ z i\�� \ �� G 2�' • J I 1 \ °�o \ \\\ \ \\ , ��� LOCATION ION 4.9 ` _ _ _ - �lilc. 04 �P 4. p 18 16 T�P� - -_"" :_ i'OP pF-BgNK �4,faP �,°j w- I 6o°J'� \ \ °' j L �- SAND BEACH X2.5` - k• \ �I{4. 2.8 °0%2 \\ \\ \s'�\\\ �� l _ _ _ �' 0 1 joC _- _ _- __--------_--------- - BEAC ,� \ i \\ is CFO _ \ 5 5 X 2.5 _.. - - - �09 -- - 2 ipF - /gPNO :i. • •f� 00` \\ X -2. 1\ \\ �i 1 2 - o°\ \ X -5 64 \ �� - - NMHW- ----- '. _ ..-,..-.� N 31'42'00` ►w NI-1 \\\ \ IPF ti > �� �' ..._ -NMHW -. s 344.75' T ' \\ \\ X \5. 0 pti i S� ,� J J p0• W —--- .._...__,^._..._..—_ ___-- —___ oOO ` \ \ X-6.2t � , `OOL\ NEUSE RIVER - -- -2.2 J15V ' �tT'ICA I toll I X -a.ea - I - - - - - - - - - - - - - - - - - - - - - - - - - - - X-4.15 -4.2 �y a JO Cep X -6.05 _ 2j . . _ G , _ - -X -5 99 X 4. 7 ,. - S..;PC, yC, X -5.46 GV ,, RtvER 2..1 X -4.5A X -5,31 - 5.1 X -4.53 X -4.31 LEGEND 'soy IPF - IRON PIN FOUND IPS - IRON PIN SET—��-' NMHW - NORMAL MEAN HIGH WATER X 4.5 - SPOT ELEVATIONS ELEVATIONS SHOWN ARE BASED ON NAD 27 DATUM, MARKER \ORBETTER SLOPE i TO 1 4' WATER �_RMAL MEAN HIGH WATER 1'f BASE I)IMENSION FOR 1 TO IHEIGHT BASE DIM�/ U� 4ANTICIPATED SLOPE SETTEIMENT 10' 2P' L5 TO 1 � -RECOMMENDED STcJNE SIZE; NSA No PROPOSED ROCK JETTY DETAIL 1" = 5' NOTE; PROPERTY LINES SHOWN AS BROKEN LINES HAVE NOT BEEN SURVEYED BY ME AT THIS TIME AND ARE TAKEN FROM A PLAT TITLED SURVEY FOR kEITH & JUDY WOLFENBARGER, DATED DEC. 7, 1996. LINE A TO B IS CALCULATED BASED ON, THE NORMAL MEAN HIGH WATER LINE AS SURVEYED BY ME. 0 N 9 TOPOGRAPHIC BEACH FRONT SURVEY AND CHANNEL STABILIZATION PROJECT FOR M I N K ESOTT BEACH YACHT BASIN TOWNSHIP No. 5 PAMLICO COUNTY NORTH CAROLINA DATE, _DEC. 5, 1996 Atlantic Survey & _ Design - JOB No+-____-._ 6212 _ 249 CRAVEN STREET NEW BERN, NORTH CAROLINA SCALE) 1„ = 60' . 919 633-6649 S 29*45'00' E a----- TO NCSR # 1121 0 45.70' MINN�.S S 40'54'� E RY'1p0.Op• �' ^ P IPF � 85.00' L-7 j.5 w �� E`9 U • '� 9�o ANO 0(� o rrBOAC tue� NEUSE RIVER DRIVE Q R s s 1 so' R LO s, �� �Sc�s �tio� 5ti �ti6 1.0 V 4•>9' ----- ri _ ._ S 3352'50" E>90 , F X -5.94 273.00' z 7/// w, r'a .a PAULLS o IPF tfl� v1000' t gVLKHF P LEGEND (PF - IRON PIN FOUND IPS - IRON PIN SET NMHW - NORMAL MEAN HIGH WATER X 4.5 - SPOT ELEVATIONS ELEVATIONS SHOWN ARE BASED ON NAD 27 DATUM. ' CONSTRUCTION SLOPE 1 TO i 4' WATER _ 1 NORMAL MEAN HIGH WATER 1't BASE DIMENSION FOR 1 TO i SLO_PE_ HEIGHT BASE DIM. 4 16' V ANTICIPATED SLOPE SETTELMENT 0 10' 28' \`�� 1.5 TO 1 RECOMMENDED STONE SIZE: NSA No. R-6 OR BETTER PROPOSED ROCK JETTY DETAIL 1" = 5' NOTE: PROPERTY LINES SHOWN AS BROKEN LINES HAVE NOT BEEN SURVEYED BY ME AT THIS TIME AND ARE TAKEN FROM A PLAT 11TLED SURVEY FOR kEITH & JUDY WOLFENBARGER, DATED DEC. 7, 1996. LINE A TO B IS CALCULATED RASED ON THE NORMAL MEAN HIGH WATER LINE AS SURVEYED BY ME. _ BEACH o Mt. in LOCATION AC 1 � 74� L 4 X -6.05 X -5.99 X -5.46 X -4.58 X -5.31 dyet' - 5.1 X -4.53 X -4.31 's v a� © MARKER 0 N TOPOGRAPHIC BEACH FRONT SURVEY AND CHANNEL STABILIZATION PROJECT FOR n M I N N ESOTT BEACH YACHT BASIN TOWNSHIP No. 5 PAMLICO COUNTY NORTH CAROLINA DATE, DEC. 5, 1996 Atlantic Survev & Desian JOB No, 6212 � � � 249 CRAVEN STREET NEW BERN, NORTH CAROLINA SCALE, 1" = 60' ' (919) 633-6649