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HomeMy WebLinkAbout124-18 Oversized PlanWest Norris Pettiford Creek Bay Vicinity Map -Not to Scale Pettiford Creek Bay 3/8"x8" Galv. Log Bolt 5/8"x18" Ga/v. Timber Bolt 518"x18" Goly. Timber Bolt 3/87x8" Goiv. Log Bolt 2 x6" S. T Sill 5' - (2) 5/8 X18°- Galv. Timber Head ihru 2.5 Marine Grade 8° Piles-8' O.C. (8' to 10' Pile Penetration) Section View Scale: 1 " = 4' 67.6'_ 5' 31.3' Platform 29.3' Finger Pier__� T Water Depths at Normal Low Wate 4'x8 x4" 6000 PSI Conc. Slats, Marine Grade W/ Rebor (2) 518 "x 18" Galy. Timber Head Thru 5 Marine Grade Piles-8' O.C. 4'x8 x4 " 6000 PSI - Conc. Slats, Marine Grade W/ Rebor 6"x6" S.T. Ground Contact 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 -1.0 -2.0 -3.0 -4.0 -5.0 31.3' 29.3' Finger Pier Q, N 1O 3�� Scale: 1 " = 20' Six Proposed 13'' x 13' Boat Lifts Comm on Area ^,a0^ 605 Sq. Ft. or L48 / 0) L4X/XL�`� L �ashS L44 / s I Open Water Open Water ` Fa �O \ bosh r 18 Ir ti O x >x ' 6'x • O 4r L � `fix �x 8x x �x ,fix L23 ?fix\0 Iv s rsh ��sh �10 N I O-A \ .> 1 � x \?� Finger Pier \�9 \�] \06' \06 x x x x x x 131 r N 57°23'41 \o � 56. 12' 'fix x x \� '6' •6 6 � \ � •9x �x x .19 Normal High Water Line Finger Pier \2 ?srx x\ \ X \ c-- N 15' from Riparian Corridor Line m 572.77" j - S 5 7°23'41 Riparian Corridor Line \ »B \ Billy M. Norris Bk. 14 70, Pg. 446 M. B. 32, Pg. 446 Pin #537502572097000 r o � C � ai O m Billy R. Parker, Jr. Bk. 126 7, Pg. 355 M.B. 31, Pg. 437 Pin #537502570694000 r-/ - - -' -7- - - ' • Z �u 3 Z 2 Ci Proposed Pier Bottom of Decking to be 3' proposed Prey above Wetlands Substrate 60und Nat�ra Bottom � 650 45U 4UU 13DU SUULJULUU Horizontal Scale: 1" = 40' Vertical Scale: 1 " = 4' N Timber Piles: Embedment, Diameter, Placement, etc., per structural design, Building Code, Contractor 5 3' 6 & where applicable, Boat Lift Manufacturer. Six Proposed 13' x 13' Boat Lifts 7�U 7UU 5U Z LEGEND 0 -SET IRON PIPE/ROD • TING IRON OHP SO ERHEAD POWER s�0, GW-GUY WIRE 19 -� +-NONMONUMENTED POINT 005? 0e� AG -ABOVE GROUND BG-BELOW GROUND -POWER POLE SDT-SIGHT DISTANCE TRIANGLE o -SET MAG NAIL (CONTROL) N REV DESCRIPTION DATE REV DESCRIPTION xx/xx/XX 57 10' M.B.L.____J E6 ,X�- o-Tidal Bluffs Ct. 50' R/y E5 .55.64 °36'43 E Qa N 47 x 39.66' � 5 �5 98 " G S 57°23'41 ' W e c> 30 M.B.L. � q A 4, U ti 4r / NCO ��2 �(31 yJ I �CL Q �� ? 30 � ' M.B.L. � L- 10' 133.74' ro M. B.L. 16.51 ' W BOO' V1 � • 10.0 9.0 8.0 7.0 6.0 5.0 O 4.0 3.0 2.0 1.0 1.2: (Normal High Water) 0. 0: (Normal Low Water) -1.0 -2.0 -3.0 p -4.0 -5.0 •� 1 CERTIFY THAT THIS MAP WAS DRAWN UNDER MY �+ SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN ' BOOK 1586, PAGE 036 OR OTHER REFERENCE V �I SOURCE M.B. 33, Pg. 597); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN BOOK ,=:_- PA OR OTHER REFERENCE SOURCE • THAT THE RATIO OF PRECISION OR r POSIT70NAL ACCURACY IS 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDA DS OF PRACTICE FOR LAND SURVEYING IN NORTH OLINA (21 NCAC 56, 1600). THIS 11 th DAY OF June, 2018. C Date 06111178 Job 16785CAMA2 n 99 Cogo 16785NLW A e Drawn CAB Scale 1 " = 40' 40 0 40 80 120 Sheet GRAPHIC SCALE - FEET Of I