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Home My WebLink About37-10 OVERSIZE PLANS 1/10REVISIONS 1104 N.C. 56 1106 1109 1107 4� 1108 N 1114 f,13 SWANSBORO 1202 1214 11 }� INTpACOASTAL CROATAN "9 1118�p"'d 1119227 S.C.eret _e_C SITE 1 N•C se A7LW77C OCEAN VICINITY MAP -NOT TO SCALE W-7.9 t4.3 Yacht I Club NOTES: Stabilize all disturbed areas Contractor responsibility to (temporarily or permanently as inspect site and identify field appropriate) w/ seed and crimped conditions and related project mulch or sod, rolled erosion cost implications thereof. All Construction w/ P.T. Lumber control products or any means with Treatment & HDG or Better necessary to minimize erosion Project area entirely within Fasteners Appropriate For Use & and prevent sediment transport. ORW AEC Location This plan document is for CAMA permitting purposes. Owner &/or Contractor responsible to insure all project construction is TYP PIER SECTION consistent with owner's intended NTs uses. Owner &/or contractor responsibility for project compliance with all applicable codes, ordinances and regulations including building codes, setbacks, on -site wastewater system specifications, built upon area requirements, et cetera. Bogue Sound W -3.2 W -3.4 W -3.2 -3.8 31f -3.2 -3., W -6.6 W -7.5 W -3.2 )K--4.4 � 31E 1 -3 1 3)K-3.3 31E -8.0 -3. 31E -6.3 -3 s WATER DEPTHS AT -3.2 e )K-2.9 NORMAL LOW WATER ilE -3.1 W -7.8 -3.0 3R -3.2 W W -7.5 _ �.8 W -2.9 -4.0 )K-3.0 31E -2.9 -7.3 31E -7. _5.3 -6.0 W-3.3 5.3 -3.6 W -3.1 � O O n � D = )K-3.1 i4E -3.1 W -3.0 )K-3.4 -3.5 W -3.2 A -2.9 W -3.1 A -3.1 v z NOTE /NTRACOASTAL WATERWAY LOCATION IS BASED ON M r rz*_e N.C. GRID INFORMATION FOUND ON THE ARMY CORP. OF n ENGINEERS WEB SITE. THIS SURVEY WAS TIED INTO THE -3.2 N.C. GRID SYSTEM TO DETERMINE THE LOCATION OF THE z -4.2 INTRACOASTAL WATERWAY CHANNEL AS SHOWN. r 31E -5.9 I D � � n � Z D Z A � t- z� � � m NORTH PER M.B. 21, PG. 8 Bogue Sound Survey Date 01/7 9/7 0 Job 10357 Cogo 10357 Drawn TL W/CAB Scale Survey / Existing Conditions T = C) okw WooCL o -�ppU co 0 Z zm� w > -1.8 31E-1.4 )1E-1.2 W -1.7 # -2.3 W -2.3 31E 1 2.2 W -1.9 -1.6 #-1.7 X -3.4 31E -3.1 31E -2.0 31E -2.5 X -2.8 A -2.1 31E -2.4 )K-2.5 \ WATER DEPTHS AT -3.4 -3.3A-3,2 CHANNEL MARKER -2 6 NORMAL LOW WATER of�NN C NTER-3.5 X -2 1 31E -3.4-3.6W -3.0 -3 CHANNEL -2.7 11E -2.4 31E -1.5 31E -3.3 ilE -3.4 -22 MARKER 31E -1.9 -3.5 CHANNEL MARKER -3.1 31E -2.1 W-2.1 W -2.9 31E -2.5 Bogue Sound 31E-3.0 31E -2.9 60 0 60 120 1.80 GRAPHIC SCALE - FEET CENTEOF _- Edge of 3.5' Channel (Typ) +5 0(NLW) -3.5 -5 -10 Proposed Boat Lift Piles (Beyond Section) Boat Lift Area Section Scale 1" = 10' Proposed 1.5ft x 20ft Proposed Boat Lift Finger Piers (Typ) Piling Layout per \ 9,000/12,000 Ib "Hi Tide" Boat Lift (or Equal) 12,5 to-- r I Center to Center Typ 12.5 Out to Out Typ TY. ARCHIE PAGE, Jr. D.B. 10 (►8, PG. 265 NORMAL HIGH WATER CHANNEL ,MARKER �----- __\ 1 3 1.0 0'0 31E -0.8 -, 3 1.4 2.3 -0.5 A - 7.COASTAL WETLANDS LINE1 1 A-2. 6 A -2. 6 W -2.1 � - 34E -1.0 31E -2.3 -3.4 _J.1 v -3.0 iK -2.8 W -1.1 3 # -3.7 A -2.9 *-2.1 ilE 31E1.31.3 X-2.5 A -2,1 W -2.3 W -2. 6 -3.4 A -3.1 W -1.7 �shc Enlarged Plan View Proposed Slips, lifts & Finger Piers Scale 1" = 10' 0 o LOWELL A. FREDEEN 41 D.B. 618, PG. 176 y N O6,UI',54.r / -2.2 ^HANNEL+-1.2 -0`9 A -0.8 3If _1e4 -2.9 ilE �31E 31E_3.2 � -2.2 p�Yy� .. WOOD LINE 15.E MARKER -1.0 _ 1.0 2.5 31E -2.9 3K - .2 O 3-1.2 -1.5 31E-3.0 -L8 .61 '2 31E 3-2 9 3 08 c COASTAL WEfLAAOS UNE , ;GRAVEL, QRIVE COVEREI .RIP RAP - 311.Ep-1.9 3� -1.9 � 31E-1.4`�O DOCK 3!E -1.3 .73 -2.8 �2 0 RIP RAF -0.4 3fE X1.0 0 31E - 6 3.3 -3.2 31E -1.4Sy ��,� ��....�� , -3.6 - I --- NORMAL HIGH WATER -0.2 W -1.1 A -3.7 2.8 / �� )E-2. 6 90.6 DOCK -0.5 -1.4 31E-3.7 _3.2 A 31E_2•� ---�_�/N�„�•�---�Yzz..,4aa3�-3.5 -3.8 -2 31E -1. 6 31E -3.6 -2.5 W 34E -1.6 0.0 M.B. I -0.5 A -1.6 X -3.6 31E -2.0 BULKHEAD \�-2 B -3.5 WATERWARD EDGE OF MARSH-�1'31Ei� g -3.7IE 3 0 -2 3-2 6 I M. 9. WOOD WALK Ot�R \ �Q ''`� 5 -3. 1 -3 CI COASTAL WETLANDS LINE -0 6 9 )K -3.8 ■ C I M B �o 0 0 �o Et A g 4 �, I t' -3.231E Iv. ' ' 2• 2. .3,33-3.4 RIP RAP -0.5 3�E W W -4.2 -2. \ \ ` ��' -3.1 9 2. - -3.6 _3 O EC.M, �, �0 �2V A31E ilE 31E 31E-3.6 - .E o o c o o �`? ® ®® -40 - .6 31E 3- 534E 3.8 31E M.B. �25s'30 3 31E -3.7 J. m '� '' �V o °� -3.3,9 31E -3.5 -3.1 -3.5 I -0.3 s�' ZiIE *.1 -J.A 2 J.J )K 4.0 \R # J7 31E-4.5-334E5 3K-3.L 3 3 t7N -0.6 �3' 3 31E "'a _,� ® ® ® ® -3.6- .5 .� `39 �lE `36' 6 -3.7 N r1 -1.0 �3• -3.•, s 31E� 31f #-4.2 -2.7 +� Curve Rodius Length Chord Chord Bear. �3' 8 31E -3. 1 `3) �?9 �� _5'2 -3.6 4i w CE -0.6 i3 31F 3K \ 31E ?) t 39 �j8 -3.9 2.6' I w � C 1 263. f 0 81.36 81.03 S 02'42 01 E r 31E 2. � 5'.3 - '� 8, i�.7 -3.le -3.3 31E - 9 - -4.5' µ� q -0.5 -3.9-J.9 - 5J.-1.2' -2, PUMP -�J5 ! �o ` ��5 -1.4 0.3 HOUSE °� I 190�, �0 1 ' S' 3 -5.2 O w 4�g s9 5 3 ,. -1. 9 rjY00D WALX OVER 5U3 HEAD + 5. 6 5.2 M.S. + 5. 4 r BLOCK ; OJ I 10 M. B. 5.2 J BUILDING 1 3 GATE �t7p 5. NOTES: F ✓c, + 6.3 X CL 1) WOOD WALK IS LANDWARD SIDE OF BULKHEAD 5.9 + 5.8 + s.1 2) WATER DEPT-S AND UPLAND ELEVATIONS ARE a RELATIVE TO Ni:YS(AL LOW WATER AT 0.0 3) THERE ARE -0 EXISTING BOAT SLIPS AND/OR BOAT LIFTS PPE ENT AS OF THE DATE OF THIS SURVEY. 4)1.8' DIFFERENCE BETWEEN NORMAL HIGH WATER AND NORMAL LOW WATER 5)THERE IS A CISCREPANCY IN THE. NORTH LINE AS PER BK, 7J4, P3 247 AND THE EXISTING IRON PIPE AND POSSES510'! LINE AS SHOWN, E(4000' pen Water Impact Area "02" Channel wlin Bogue Sound) 0.21 Acres 400' --- Section Station (Typ) Section Line Bogue Sound 60 0 60 120 180 GRAPHIC SCALE - FEET r. ain �anaunci /F. Partial Racinl WATERWARD EDGE OF MARSH---� COASTAL WETLANDS LINE E.C.M. O HELEN C. BECHTOLD BOGUE SOUND YACHT CLUB, SECTION 1 M.B. 21, PG. 8 Begin S r''7 p3 �i3 Southern Limit of New 4jBs9• Boat Slips - To be Verified by NCDENR Shellfish Sanitation Serve 17 for. LEGEND l SITE OAK T 0 WNSHIP o E.I.P. - EXISTING IRON PIPE Boo- u e Sound Yacht Club by. M.B. - Mk -TER BOX � 1�'TERET COUNTY, 1V N.C. � E.C.M. - EX. CONC. MONUMENT )K - (-3.2) WATER DEPTHS AT NORA4AL LOW WATER ]%� + 6.1 SPOT ELEVATION T T - - f T a .11E .1/LJ Jlt � C m ®- PILINGS ><_ - DENOTES BOAT LIFT 604E Cedar Point Blvd. Swansb oro, _V. C. (252)393 - 6101 License No.: P-0391 Email: a bellsurveying(( cp2. corms +6.4 +6.6 +6.7 o + 7.1 � in +6.J F2 7 y 8. 5 E. I. P. E. C. V. 8.4 / 5 83'31 '36 E S 06'3 > \\-- � � YA CHI^ N 05'30 09 E 465.10 TO EXISTING AC P'UB c,U1i1 DRIVE P-K NAIL CIL YACHT CLUB DR, R,/ry / OVER CULVERT Boat Slips, wl Lifts & Finger Piers C. M. S v83'31 '36'E S 06'32 L9-�, 29.96' 162.18 YACHT h 05'30'09 E 465. 10' TO EXISTING CLilB DRIV P-K NAIL CIL YACHT CLUB DR. (60 %'UREIC R/W / OVER CULVERT I ..4. E.I. P� LOiWELL A. FREDEEN D.B. 618„ PG. 176 O6'•37 54"�' / 35.00 / I I I I 8 I �O h I A I E.I.P. ID a NOT RELEASE® FOR CONSTRUCTION J Uj Q � CL a� C �C� •� W N 0 N o Lh C U_ V M VJ C2 Z p LLn (n C co< U U L. J z° z 1 V / d fu 0 U C ° ELU,? Cul O V UUl o C LL W co LLI (� -0 Z ~ O Vl Cl) a >� U U u F, MAR 2 9 2010 MC(9h9Cld Cih, 0 .� - co ..� E L //^a�) ILL. r�n �/ 1 DATE: 1-22-10 :1ROJ ECT: 09-047 )RAWN BY: JF SHEET: 1 of 3 REVISIONS Area to be Scale: 1 �� - 10' Dredged Existing Bottom NLW =0 -3.5 -5 Section 0+0 Basin NLW Section 0+12 Basin NLW =0 -5 Section 0+24.50 p 10 Basin NLW =0- -3.5- -5 Section 0+43.70 0 10 Basin NLW =0 -3.5 -5 Section 0+57.89 p 10 Basin NLW =0 - -3.5. Section 0+81.98 0 10 Basin NLW =0 -3.5 -5 Section 1 +03.26 Basin NLW =0 48 sf 3.5 -5 Section 1 +15.57 0 Basin NLW =0 -3.5 -5 Section 1 +28.26 Basin NLW =0 -3.5 -5 Section 0+00 Main Channel NLW =0 -3.5 -5 Section 0+29.26 Main Channel 0 Xf (All Sections) 70 X [�7 0 70 NLW =0 -3.5 -5 Section 0+54.26 Main Channel NLW =0 -3.5 -5 Section 0+79.49 Main Channel NLW =0 -3.5 -5 Section 1 +04.26 Main Channel NLW =0 sf -3.5 s 22 sf -5 Section 1 +29.26 0 Main Channel NLW =0 -3.5 -5 Section 1 +54.26 Main Channel NLW =0 -3.5 -5 Section 1+79,37 Main Channel -3.5 -5 Section 2+03.60 Main Channel NLW =0 LEE sf 42 sf -3.5 -5 Section 2+28.78 0 Main Channel 0 w C�] u NLW =0 -3.5- -5 Section 3+11.71 0 10 Main Channel NLW =0 �, 52 sf -3.5- -5 Section 3+36.71 0 10 Main Channel NLW =0 10 sf -3.5 ... _. _... - -5 Section 3+67.53 0 10 20 30 Main Channel NLW =0 2 sf -3.5- -5 Section 3+97.88 0 10 20 30 Main Channel NLW =0 3 -3.5 sf -5 Section 4+47.90 0 10 20 30 Main Channel NLW =0 - 31 sf, 14 sf -3,5. -5 0 50 60 70 80 Section 4+97.92 0 10 20 30 Main Channel 0 70 NLW =0 17 sf -3.5- -5 Section 7+98.51 p 10 20 30 Main Channel NLW =0 33 sf t; 25 sf NLW =0 -3.5 M 13 sf -5 -3.5- 0 20 30 40 50 60 70 80 Section 5+47.92 0 10 20 30 -5 Main Channel Section 8+48.52 p 10 20 30 Main Channel NLW =0 t� 32 sf 11 sf 77 __ �= -5 0 20 30 40 50 60 70 80 Section 5+98.21 0 10 20 30 Main Channel NLW =0 -3.5- -5 Section 2+53.60 0 10 Main Channel NLW =0 -3.5- -5 Section 2+72.74 0 10 20 Main Channel NLW =0 -3.5 -5 Section 2+86.71 Main Channel 0 60 1 NLW =0 R 26 sf 22 sf y -3.5- -5 0 80 Section 6+48.43 0 10 20 30 Main Channel NLW =0 17 sf -3.5 -5 0 Section 6+98.21 0 10 20 30 Main Channel NLW =0 16 sf -3.5- -5 Section 7+48.51 0 10 20 30 Main Channel NLW =0 12 sf -3.5- -5 Section 8+98.60 0 10 20 30 Main Channel NLW =0 9 sf -3.5- -5 Section 9+48.71 0 10 20 30 Main Channel w Q a N N 4-2 C C C CIO,C ' W LJ o0 C N N ^W W CM Z p LLn u) C F .� C -C C 0 O m W z cv _D� t N CWao� c � /u O J C E 0 N U ° ° > w^ X� c � U-�- W N M ui CZ z C "o U C C Cu C U in O j C) 0 � G > vJ Q V U ' X : W U O op 0 NLW =0 7 sf -3.5 -5 Section 9+98.61 0 10 20 30 Main Channel d�( DATE: 1-22-10 P� PROJECT: 09-047 lf"EWUVu��uV� SEU ONLY DRAWN BY: JF NOT RELEASED FOR CONSTRUCTION SHEET: 2 of 3