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Home My WebLink About148-21 Oversize Plans0 N 0 c\j I r r EL i s r (N 0 i a� i 0 x W i 00 N 0 i 0 W BREAKWATER N07F& 1. MATERIALS: PILES: 8"0 X 12' ST (2.5 CCA AWPA C18) WALERS: 6x6 ST SYP (2.5 CCA AWPA C2/C9) DECKING: 2x8 ST SYP (2.5 CCA AWPA C2/C9) ANCHORS: 3/4"0 ALL THREAD HDG OR ELECTROPLATED BOLTS: 3/4"0 HDG 2. PILES ARE TO BE DRIVEN TO 8 TON RESISTANCE WITH A MINIMUM TIP PENETRATION OF 8' INTO SOLID BOTTOM. 3. ALL CAP MATERIAL TO BE NO. 2 GRADE MATERIAL (MOISTURE CONTENT <19%) AND SECURED W/ 3" HDG SCREWS IN PRE -DRILLED HOLES. 4. CONTRACTOR IS ADVISED THAT SOME UNDERWATER DEBRIS MAY BE PRESENT IN THE PROJECT SITE THAT MAY NEED TO BE REMOVED PRIOR TO PILE PLACEMENT. 6' 8"0 3/4"0 HDG 08E4KWA7ER SECTION DETAIL NTS 3TRl1CTURAL NOTE 1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN OTHERWISE ON PLANS. 2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE, OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS ANH SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT ENGINEER. 3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL MEET OR EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE. PILES SHALL ACHIEVE A MINIMUM OF 15' PENETRATION INTO SUITABLE SUBSURFACE MATERIAL, DRIVEN TO AN 8 TON CAPACITY. 5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE. 6. DECKING AND PERGOLAS SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE. 7. ALL FASTENERS SHALL BE HOT -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153. 6"x6" WALERS t2' DE 8' M PENE M sA -. AMR r cv >o C �U W 2" WIDE CUTS IN BREAKWATER PLAN VIEW NTS BREAKWATER DETAIL NTS Y2" HDG MARINE BOLT NOTCHED 6x6 PILE OR 8"o TIMBER PILE (2) 2x12 GIRDERS EACH SIDE OF PILE (4 PER BENT) W/ (2) 3/4" HDG THRU BOLTS DC AT EACH PILE PILES -ROM TOP 2x12 EDGE 311, BOARD 2x10 JOISTS I / [/- — ---— — — — — — — I I - 5�1, PILE AND GIRDER COIVNEC7ION DETAIL SCALE: 1 = 1'-0" 2'-8" r 1'-4" r 2'-8" Iok k I . t t 2x10 JOISTS 0.60 CCA UC4B 28" AVERAGE 32" MAX. 8'-0" TYP, (10'-0" MAX.) TYPICAL WOODEN BOARDWALK ELEVA77ON SCALE: 1 = 1 -0 (2) GIRDERS BOLTED TO 6"x6" PILES 1'-4" 12' MIN. PENETRATION 3'-0" 3'-0" WETLAND SUBSTRATE (WALKWAYS AND PIERS NEED TO BE ELEVATED A MINIMUM OF 3' ABOVE THE WETLAND SUBSTRATE) ; 2x12 EDGE BOARD 2x10 JOISTS 0.60 CCA UC4B 2x6 DECKING FASTENED WITH 3" STAINLESS STEEL (2 AT EACH 6x6 PILE OR 8"0 TIMBER PILE 2.50 CCA UC5B i 0 5'x8' PRECAST CONCRETE SLOTTED STRUCTURAL DECK PANEL (HOG SLAT) 2"x12" SPACER, UC4B WALKWAY SECTION NTS * PILES FOR FLOATING DOCK TO BE 6' ABOVE DECK 'SECTION V HDG TIMBER BOLTS (4 PER PANEL) THRU CENTER OF 4"X10" " HDG TIMBER BOLT AT EACH END OF 6"x6" THRU CENTER OF 4"x10" 6 x6 STRINGER, UC4B (2) 4"x10" GIRDERS, UC4B ONE ON EACH SIDE OF PILING W/ (2) 1 " HDG MARINE BOLTS AND WASHER EACH PILING (SEE DETAIL) MEAN HIGH WATER LEVEL f0.57' BOTTOM 8"0 ROUND TIP CLASS B TIMBER PILE PL' E AND GIRDER CrWNECTION DETAIL - PLAN VIEW SCALE: = 1 -0' • • • I 'r1 • 12' MIN. PENETRATION NOTCHED 6x6 PI1_I: OR 8"0 TIMBER F'll_E HDG MARINE BOLT 4"x4" CURB Y2" HDG BOLTS 2"x4" SPACER Y2" HDG MARINE BOLT c R a Z c Cc J c c Lu c N c W o r- > c O U N C J 0 J 00 a N 0 rn m U o@ a= U O C (6 ID .V Cn N N 0. z O o o.� ZvoQ 2cn nQ o uS v `m c a� uoi o NAM=NN E 0> oE.2 s E m N O N< O -O �L L 4 Q L f6 333 O L¢ m O. QrdY CLLl 3(.5 I- oQ S v) m V) Z 0 V) z Ix a- ir U N W a N _W N d ado = 00 04 a- \ Z Y p w w w z L;j a in ® Q U SCALE: VICINITY MAP NTS 12. BUFFER YARDS SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE STANDARDS OF (D)(5)A OF SECTION 48-445, AND IN ACCORDANCE WITH SECTIONS -484. 48 48 1 • 48 13. LIGHTS FOR THIS I SITE WILL BE MAINT AINED. 14. ALL NEW UTILITIES ARE TO BE PLACED BENEATH OR ONTO THE WALKWAY. 15. WATER DEPTHS CONFIRMED BY NCDCM MARCH 3, 2021, SHORELINE LENGTH WAS CONFIRMED BY NCDCM MARCH 3, 2021 AS 339 FEET AND CAN BE RELIED UPON FOR DESIGN AND PERMITTING, SUBMERGED AQUATIC VEGETATION SURVEY WAS PERFORMED BY ENVIRONMENTAL PROFESSIONS, INC. JUNE 19, 2020, DWR PRE -FILING MEETING REQUIREMENT SUBMITTED FEBRUARY 26, 2021. I EDGE OF EX STING PIER r ON NORTH PROPMTY ,,. LLJ 22 EX. STAIRS \ TO BE REPLACED - 5PARTINA IX-4X4 POST -\ 6PN2TINA � pl-Rp,�� PATQ�S � IX WOGfl P�JI.E AIJERNIFLORA - _ - _ - - -. _-\ ` N63'27'5 "E 28619' (N 72'Qo'OGr E) a WETLANP5 LINE LO IX PORTADLE KAYAK STMD - / - - - - - OY/ 0 w \ _ / Ph�AFTES / v0 N zo / EX. STAIRS ' I - - / • - vi E) ,LA WH TO BE REPLACED TO I I X-wX- REMOVT- BJ=V. IX I��E IX 4' WOODEN \ WALK �' ON - ,, / 5 _B / IXKWY /i' (i{J�DIi�VF1 9 E iOIM�A //k TO REMAIN m i ; ////i/ - - - '• " TO REMAIN O o IX 6REAKWAT -R iiiiii.. 5PARTINA Gy TO R REPLACED SPAAR iiiiiiii (S 72' D 0' Q0" W), RIP RIIIAEN SETBACK / Rg / - - - - - - - - S63'27'59t'W 237.1 6' / O Li Lo -----I I o �0_ � OF DCI6nNO PIER N/F ON NORTH FRG 'MTY � � EX. STAIRS IG MILE P057, LLG � I � TO BE REPLACED_ p5. 1$"yr_`P(230 NORTYt 4d OF LOT 6\ I ff PORTION OF EX. PIER/WALKWAY W TO BE REMOVED AND REPLACED WITH MARINE CONCRETE DECKING- - . - - \ I cl SFARTINA I WJTNFI ORA 'RT - IXtX4 POST -IX wom FEGE fTE6 P - N63'27'5 "E 286 19 I I c PROPERTY LINE EXTENSION - - - . _ - - (N 72'90'00`' E) - � ' Q 1 Z - PORTION OF EX. - - - - W O \ Ob/WE ZITL5 LItE I N/ _ LOT 5 �� 196.2' PIER �+ LOT 12 W6 MILE P05r, LL41 ` O WOOD WALKWAY TO Ln 15' RIPARIAN OFFSET tr- 49'\ / - - 1 00, - - , U REPLACED IN ` - Db. 1896, pe 23O Q ui EX. PORTAPLE WA LIKE -KIND ±130 LF O I 0�00 II 3186 I N Z o PROPOSED STAND M KAYAK 6TAPD WAY F - I - 0 FLOATING PIPE LOCATION _ ` 0 _�_ _ - - i i° SLIP #1 SUP #2 DOCK #2 LdT 6 ` I T, Q f - - - - - BLOCK 17 - - 1 �" i EX. WOOD FElJ(.E IX TKI HUT PIER +3.0' MWL EX. STAIRS ' I - / - - - - - - - N - W�wI L IX 4x4 Pa6r pc 13A6 PW�5 �770 OO E)pp OPEN DECK 0 ; TO BE REPLACED - - LO 7 - �--J. ' TRANS # I x -T x x -r x x- -x x x x x x x- -�-g x �, - x x� O M FLOATING DOCK 1 TO HOUSE '�` - REMO AT _ i R +3.0 MWL a\ ',T�, ;fi (5T • 1 �I L �"K 17 �� \ a 10 PWC (J SKIS) (387.5 SF) � �' \ Ir ELEV. J / Z _ J 5k' • • • BLOK 14 • 5� 91d N I +1.0' MWL 3\ to / t. NEW BR;AKINATER • p 0WREONEMM _� ( l \ / / .. - . L -� FLOAJG < • i/ IOk�Ib/ZDZW :iiiiii /� %� F7(. I�STORY i��i� / IX k WOODQ� Z48 . • ci I' .. 6' i ��"� �j `I WOOD 51 ED J DOCK #3l, S� /iiii - l°1 . . - I IX �R/d ��/////i �� --� IX F STGKY YYD �� W u ON PIF6 II' 25Xgd w ; ICK-12-- LOWER OPEN DECK .w. NEW BUOY/[j//�i92.1REPAIR AREA PLES� OPEN - - +2.0' MWL / 3 (�) ✓ST �'• ii / ! . . . I !`) - I _ / MWL (256.0 SF) _,,., v! 6'' LL / iiiiiiii / l PROPOSED STAND`- - - - - \ co I a I W� I PIPE LOCATION • , Ili xi �pcx c �J cu W 70 c Q J U - c 0 N "(Do �Q o W AN cr c y W 0 > c •D 0 � J O J ui ! Q (0 N U U a..5 N U W_ N N" O Z w O a O con m _ a� c')2 U_ � N N 2 io X- �� 4 J U E N LO B E m 0 0 - Lo 0 o X 3 33 e Q m E NOTES: 1. OWNER: RDB HOLDINGS, LLC PO BOX 1946 NAGS HEAD, NC 27959 FLOATING AYS PIERS DECKS AND L INT ENDS S TO CO NSTRUCT TRU CT NEW WALKWAYS, . OW NER 2 DOCKS TO ENHANCE SAFETY AND CUSTOMER WATER ACCESS. NO NEW USES ARE PROPOSED. 3. PROPERTY IS LOTS 6 & 11, BLOCK 14 AND SOUTH 40' OF LOT 6 AND NORTH 60' OF LOT 7 BLOCK 17 REVISED PLAT - PORTION OF WHALEBONE BEACHES SUBDIVISION, M.B. 2, PG. 203. RECORDED IN D.B. 1860, PG. 110 DARE COUNTY REGISTRY. DARE COUNTY PIN NO. 0800 11 55 4029. PROPERTY ADDRESS: 6920 S. CROATAN HIGHWAY, NAGS HEAD, NC 4. PROPERTY IS IN FIRM ZONES SHADED X AND AE (4') AS SHOWN ON FIRM MAP NO. 3730080000K, EFFECTIVE DATE JUNE 19, 2020. (SUBJECT TO CHANGE BY FEMA). 5. PROPERTY IS ZONED C2 GENERAL COMMERCIAL DISTRICT / COMMERCIAL - OUTDOOR RECREATIONAL USE OVERLAY DISTRICT SETBACKS PER CURRENT ZONING FRONT - 15'; REAR - 251; SIDE - 5' MIN. 15' TOTAL 6. BOUNDARY, SHORELINE AND WATER DEPTHS OBTAINED BY SEABOARD SURVEYING AND PLANNING, INC. REFERENCE SURVEY BY ALBEMARLE ENGINEERING DATED AND 404 WETLANDS PLAT PREPARED BY ALBEMARLE ENGINEERING, INC. ON JULY 20, 2001 AND SIGNED B'( WILLIAM T. WALKER JR. ON JULY 12, 2001. 7. THERE IS NO ADDITIONAL LOT COVERAGE PROPOSED. f 790.7 SF EXISTING WALKWAY TO BE REPLACED IN LIKE -KIND f 160.5 SF EXISTING WALKWAY TO BE REPLACED WITH MARINE CONCRETE WALKWAY f 322.5 SF EXISTING PIER TO BE REPLACE WITH MARINE CONCRETE PIER f 1 157.5 SF NEW MARINE CONCRETE PIER f 387.5 SF NEW MARINE CONCRETE DECK #1 t 256.0 SF NEW MARINE CONCRETE LOWER LEVEL DECK f 147.0 SF NEW MARINE CONCRETE DECK #2 8. AREA TO BE DISTURBED: f 1280 SF 9. LOT AREA 57,357.25 SF TO WESTERN MOST SHORELINE (AREA INCLUDES 2,274.0 SF OF WATER SURFACE) 10. STORMWATER MANAGEMENT WILL REMAIN THE SAME. 11. THE OWNER SHALL EE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS, THIS INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT Or PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC AND VANDALISM. I Tt PROPERTY LINE EXTENSION 15' RIPARIAN OFFSET - I 15' RIPARIAN OFFSET PROPERTY LINE EXTENSION _ I EXISTING CONDITIONS WITHIN PROJECT AREA SCALE: 1 " = 30' (1 .0 SF) / 15' RIPARIAN OFFSET -•' / . - - - WALKWAY 3T FIRE LINE W '�.�%'�� i//�/ GLADlljvf JAM91 -TO REMAIN ///////'/// TO BE HUNG UNDER WALKWAY !i :iiiiii iiii �g RANYNO ODES 7�•�Q,(�5„ W� o 0 O O 0 0 o 0 ° o 0 0 0 O 0 0 0 0�0 0 0 O O 0 0 0 0 0 0 �g o 0 O O 0 0 0 0 c 40 0 0 O O 0 0 0 0 0 0 0 5 o 0 0 O 0 0 0 0 0 c b 0 0 O O 0 0 0 0 0 0 0 0 7 0 O O 0 0 0 0 0 0 0 O O 0 0 0 0 o 9� a• • II ` go o 000 0 o 0 0 Q p o 'b 0 0 0 0 8 I'ty o a P�Q °o q° 0 a o ° • ' 25 7 IX C1l�PEt AOAT •- N - I d ' R CID V U IX DREAKWATHR 5PARTNA i�//��/INA - �S TO BE REPLACED PATENS iiiiiiii iiiiiiii t I o o000 a Z> 000 o o c 0 0 0 00 c$ 0 000 0 000 c= �roo 00o ao o°o o° yn \� 37 POLL WTRi DF1IC " `►� _ / J W W W PROPERTY LINE EXTENSION _OUTSIDE OF s c�oeaieN sFraacK RS S63'27'59"W 237.16 - 0000 �o 0 000 0 0 °�o°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 t Oobo aoo o� o°o o° °oEGrc 9 • - q M; o ✓/ a wA 0_ �r C� Q r•y v SOUf i w OF LOT ^ ° , ` ° • 7 .. .. . Z °d -°° °' �• ° \$- New- °�•.• 44 SITE PLAN 11.1 _ ° d °A . ° SCALE: 1" = 30' - / - - - - - I- O 0 T °0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 °�- O e 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 • y °• - OOO O O O 0 0 O O O O O O O O O O O O.•dROANME O . N - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o co0 0 0 0 0I OO OO O O_O __OO O O O OOA OOO /. W c21 022 ° c29° °24'0°<250 oZb> 0�27° c�� 0,290 cg0� 0 7j o 00 °00 C)°LOT6ZO v 00 00 0 v o O v ��0 0 0 o�Q ° �• 0 0 0 o u o o .N 0 0 0 0 0 0 0 0 °^b ,M""i °o° rho o°o o°o°°SOUND N ZQ ------o-aa-aOaaaO z 0 0 00 ° o 0 0 W�` IX 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O °O° °O°o o°o o°o°o°o° C SCALE - _ _ _ _ I CL GRAPHIC V4/ORLI�WIDE-04L�" I -Om PIIRA6A�ITES - F" o , d 60 120 - / - A550GIATES, LP. - - _ - \ . . S63'S2 72'00'003 W'45' TRAN61 r.R►�Tzs _ ♦� _ cry 30 p 15 30 D$` 79�; 5� ' V, oc L.OT 10 I LOT 7 - ( ) \ 1 •. a € V J / - - - - - - - - - IX HJ=LTTtIGAL 0500 1 -690 _ .Z - WOR�. elf (IN FEET) 5 5e 9�a I 2 1 INCH = 30 FT. / _� /EX. STAIRS - U 15' RIPARIAN OFFSET \ Q \ TO REPLACED �ps4 O Z 20'-0" OPEN DECK 1 387.5 S 30'-0" F / f 30'_0" LOWER OPEN DECK 256.0 SF 3'0 FIRE LINE a PGRTA>ClE PIER PLAN OPEN DECK 2 147.0 SF rJ f' lff N TO BE HUNG FNYAC STAM \ ,f 1" = 10' FLOATING DOCK 1 1069.7 SF UNDER WALKWAY _ _ " SCALE:FLOATING DOCK 2 66.7 SF ' MOORING PILES FLOATING DOCK 3 44.4 SF f a GANGWAY OVER WATER 23.3 SF PORTION OF ED PIER/WALKWAY TO BE REMOVED AND REPLACED # SLIP #2 o TOTAL PLATFORM AREA 1994.6 SF WITH MARINE CONCRETE DECKING f f; _ p ' ' o Tr SUP 1 0 1 FLOATING DOCK #2 _ - \ FIRE SUPPRESSION ` \ A- o k o k\/ k oZ I 4 PORTION OF EX. W= '1". k k� a' k Z a" � k /� STAND PIPE /42 k �/3 \ � � %� � / � � \ k 3 \ 1r- - - k 3� k 3 k -30 2,/ ?So ? `� \ ` \ / / / J i �_ i %_ - - -- - T S) WOOD WALKWAY TO LACED IN MOORING PILES h \ / / - ' � � � / LIKE -KIND BE Pf 30 LF U ' i i i•� � � \ EX. STAIRS � Q TO, BE REPLACED Z PIER +3.0' MWL -_-_ -_-_ --_ -_-_ -_-_ -_- -_-_ - -- -- -- _ ---__ --_-_ ---_- --_ --- -- -- -- -- -- --_ --_ _�- -- -_ -- �- -- -- -- -- - - -- -- -- -- -- -- -- -- - ===A= k10 'to-- - -- -- -- -- -- -- --k - --- ---- --- -k-- \ / 2� ' - k`3 ---k- -- Z_LL-- -- -- ---- -- _- _� �- W r ' I I N 04 1- ��, 2/ `33� 1 I I I 1 I 1 I 1 3'-4" \ \ \ \ 0 BE REMOVED '- � ' `; ''• I I _ � � Z \ w o a o co O O O - -_ OPEN DECK #1 \ I N W U N I I I I I I I I ® __ -_ +3.0' MWL \ / PILES FOR 04 Ld 2 `1 -� O FLOATING DOCK 1 GANGWAY _ - _ - (387.5 SF)-k c - - °i k \ ok /� k ,f62.,,... ...._ ..,... ... � r4/ k %3o k\ k ��3 0� M'1W Nff- ARfc NEw B OY I I � Q I / k k k` k k I I I I I I 11 3A co k -32, 1 k ,3 ic k 3/r \ z82 ?� - _ - - - - - - - - - - & \ N i° / : / \ •.r 6J=V. = 0.57 z Z Y 04 / \ / I a w 2� io 11111111 ---- ---- ---- I a I �_ f, / li FLOATING DOCK #1 TO HOUSE I - - - - - - - - 1I I I I I I I V I o Pwc (REF SKIS) ---- ---- i s 1 a N II I II I II I \ +1.0' MWL ko� a to o a U N 13 I \I NEW BREAKWATER _\ \ k A- kf/ k %� kYso `%3 ;', 123 / k �%3 £ 0�2 •4. ;/ SCALE. IIIII _ Ar ` k 4 s / AS k\3�`3�I 9 NEW BUOY j ��// SHOWN LOWER OPEN DECK FLOATING 1 +2.0' MWL DOCK #3 (256.0 SF) EX. BREAKWATER 11111111 �� 4'-0'\I•, TO BE REPLACED r 11� NEW BUOY =' 25'-0" NEW BUOY'. OPEN DECK #2 58'-4' \'. k ( k k •T f f' //�/�//��// +3.0' MWL Sq k k - A-k k r12.21 __ / /�� (147.0 SF) Ar / Al-2 A_k` k _ Z ?4s ?30 Z 2/ �? 4 r y3 / / ; C201 30 - - ' '" 12'-0" �� - 67'-4' 33'-D" 4-6� v / �! /i/ iiiiii PROJ. NO.02384H m 15'-0" 6'-0" - - _ ✓ u