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HomeMy WebLinkAbout138-11 7/2011 OVERSIZE PLANS6 J . ui Z 00 E >- °v > N D N os 00Z°a+ ��o/� VJ Z 0 N U-) (ID Z x L6 g Q I s p-1 C� m O mJ Zo o =NU) o_j z-0 Ii 5; O o Uj W 00 CL Z J a LLJ Q Z Y w LU _U i ?°0oE�ss'o'yy •4 s �• 18994 2 IN m L7 Z 2 (n z O _ F Lu IX U N W t] H Q O Z 0 E~ V U OO W C� V Q DATE: SCALE: 07-14-11 1 "=50' DESIGNED: IL DRAWN: SHEET: - 1 4 of CAD FILE: dq-nags head-nuzzi.dwg PROJECT NO: 111810-1 + i +` TYPICAL SOUNDING / DEPTH BELOW NWL \? A?, 'is• fr •..�- !O Pl .f + 8" ROUND PILING.` ps. \? ps. MOORING SWING RADIUS ` " (SEE DETAIL) 2l0• 8 PWC MOORING �Q� (SEE DETAIL) D� + \??s• MIS 8" ROUND PIUN 8 Q h \ 8" ROUND PILING +_8.00. D� M5 10. ab' + O \ + 8" ROUND PILING �0 O D M4 8" ROUND PILING 3' WATER ACCESS 8 STEPS MOORING SWING RADIUS (SEE DETAIL)' 8" ROUND PIUNG--------- Z� O PWC MOORING + (SEE DETAIL) `2A �• f�\ 8" ROUND PI D M3 P .. + M2 JNE + / + / ------------- pR i ............._.... Pp�� + \�> PROPOSED 6' WOOD WALKWAY u. + .—PROPOSED 6' WOOD WALKWAY 1 t !,p• + \p 99; i 4'x10' KAYAK RACK 1 (SEE DETAIL) / 1-100• i / +: C ,�L 3' WATER ACCESS APPROXIMATE SHOREUNE • �, .. • �' •1 STEPS 12'x12' OPEN GAZEBO +\ \ / GAZEBO ROOF LINE \, 9�. + 0 RECEIVED 1 �00 \ COASTAL MANAGEMENT ELIZABETH CITY 1 I I I + �. \0 I i I \p6',, i IVA CA GRAPHIC �.LE ( IN 1 inch = ' V J + 8" ROUND PILING.` ps. \? ps. MOORING SWING RADIUS ` " (SEE DETAIL) 2l0• 8 PWC MOORING �Q� (SEE DETAIL) D� + \??s• MIS 8" ROUND PIUN 8 Q h \ 8" ROUND PILING +_8.00. D� M5 10. ab' + O \ + 8" ROUND PILING �0 O D M4 8" ROUND PILING 3' WATER ACCESS 8 STEPS MOORING SWING RADIUS (SEE DETAIL)' 8" ROUND PIUNG--------- Z� O PWC MOORING + (SEE DETAIL) `2A �• f�\ 8" ROUND PI D M3 P .. + M2 JNE + / + / ------------- pR i ............._.... Pp�� + \�> PROPOSED 6' WOOD WALKWAY u. + .—PROPOSED 6' WOOD WALKWAY 1 t !,p• + \p 99; i 4'x10' KAYAK RACK 1 (SEE DETAIL) / 1-100• i / +: C ,�L 3' WATER ACCESS APPROXIMATE SHOREUNE • �, .. • �' •1 STEPS 12'x12' OPEN GAZEBO +\ \ / GAZEBO ROOF LINE \, 9�. + 0 RECEIVED 1 �00 \ COASTAL MANAGEMENT ELIZABETH CITY 1 I I I + �. \0 I i I \p6',, i IVA CA GRAPHIC �.LE ( IN 1 inch = ' V J J W Z 00 E rn y a- LU > N c Z Ir 01N O N 11711c) ��_c 1 Z QoNoz In X a N8 of m O in J N 0 m: ix c OJZ.� IX a O 0 w w a E w o W Q Z Y IAj w U_ r CARo"'�'% 9\� ��� cF Essio• ;�ti,9�s °4 SEAL r° 18994 2 p W. Ro����\\. r m O (n Z O _ p 0- W 0 cr u) w 0 H 0 0 z 04 O �O V � V U A E~ � O o x •� v DATE: SCALE: 07-14-11 1,,=10' DESIGNED: DRAWN: SHEET: 2 4 OF CAD FILE: dq—nags head—nuzzi.dwg PROJECT NO: 111810-1 ji] VINYL PILING CAP SEE SPECIFICATIOP 2" x 8" JotSTS AT 16" MAXIMUM SPACING 0.4 PCF ACQ TREATMENT ( 12" GIRDER IDE OFPILING w/ ( DIA. GALV. THRU-BOLTS 0.4 PCF ACQ TREATMENT 2" x 6" DECKING (NO. 1 SYP) 0.4 PCF ACQ TREATMENT SPACE DECK BOARDS 3/8" FASTEN TO JOIST WITH 3) NO. 10 x 3" STAINLESS STEEL WOOD SCREWS ROUND OVER Al.L EXPOSED EDGES / WITH 1/4 RADIUS 2' x 4" JOIST TIE DOWN 0.4 PCF ACQ TREATMENT 5/8" DIA. GALV. THRU-BOLTS 20' MINIMUM LENGTH PILING 8' MINIMUM TIP 'DIAMETER 2.5 PCF CCA TREATMENT # 0 10' MINIMUM EMBEDMENT EXISTING GRADE SEE DETAIL B'I 0 ri z o b N N i w w a a F F aD TYPICAL WALKWAY SECTION — OVER MARSH SCALE: 1"-4' VINYL PILING I Si I- SPECIFICA' 2" x 8" JOISTS AT 16' MAXIMUM SPACING 0.4 PCF ACQ TREATMENT ( IION5/8 EACH SIDE OFPILINGw/ DIA. GALV. THRU-BOLTS 0.4 PCF ACQ TREATMENT 20' MINIMUM LENGTH PILING 8' MINIMUM TIP DIAMETER 2.5 PCF CCA TREATMENT 10' MINIMUM EMBEDMENT 0 7 2" x 8" JOISTS AT 16" MAXIMUM SPACING 0.4 PCF ACQ TREATMENT 2' x 6" DECKING (NO. 1 SYP) 0.4 PCF ACQ TREATMENT SPACE DECK BOARDS 3/8" FASTEN TO JOIST WITH 3) NO. 10 x 3' STAINLESS STEEL WOOD SCREWS s4 �ROUNDWTH OV R 4�'LRADWSED EDGES (2) 2" x 12" GIRDER ONE EACH SIDE OF PILING w/ (2) 5/8" DIA. GALV. THRU-BOLTS 0.4 PCF ACQ TREATMENT 20' MINIMUM LENGTH PILING 8" MINIMUM TIP DIAMETER SEE DETAIL A 2.5 PCF CCA TREATMENT 10' MINIMUM EMBEDMENT 0 \ \ 2' x 6' DECKING (NO. 1 Sr- i 0.4 PCF ACQ TREATMENT SPACE DECK BOARDS 3/8' ' �'. FASTEN TO JOIST NTH 3) NO. 10 " x 3STAINLESS STEEL WOO D SCREWS � ROUND OVER EXPOSED EDGES WITH RADIUS 1/4- . by N N N ';. O N 5/8" DIA. GALV. THRU-BOLTS 2' x 8' JOISTS AT 16" MAXIMUM SPACING a < a a 0.4 PCF ACQ TREATMENT a d r ,m, d a a F - - - --- ------ -_.._. ____.. ...__. .r...... _ (2) 2 x 12 GIRDER ONE EACH O SIDE OF PILING w/ (2) 5/8' '' DIA. GALV. THRU BOLTS O 0.4 PCF ACQ TREATMENT Z Z Z Z - °o °o m ao co o 30' MINIMUM LENGTH PILJNG 8" MINIMUM 7P DIAMETER 2.5 PCF CCA TREATMENT 10' MINIMUM EMBEDMENT Li '> TYPICAL WALKWAY PROFILE — 0 VER MARSH SCALE:, 1 "=4' NOTE: ALL LUMBER AND TIMBER OF SOUTHERN, PONDEROSA, AND RED PINE THAT IS TREATED FOR USE IN SALT OR BRACKISH WATER SHALL BE FREE OF HEARTWOOD ON ALL FOUR FACES. ADDITIONALLY, SOUTHERN PINE MUST BE IDENTIFIED AS MEETING AN ALSC-APPROVED GRADE THAT PROVIDES FOR HEART -FREE FACES IN MARINE EXPOSURE. 2" x 6" DECKING NO. 1 SYP) 0.4 PCF ACQ TREATMENT SPACE DECK BOARDS 3/8" FASTEN TO JOIST WITH (3) NO. 10 x 3" STAINLESS STEEL WOOD SCREWS ROUND OVER &L EXPOSED EDGES / WITH 1/4 RADIUS 2"x 4" JOIST TIE DOWN / 0.4 PCF ACQ TREATMENT 5 8' DIA. GALV. THRU-BOLTS RE SS SOLT HEAD ON DOCK SIDE / NORMAL WATER LEVEL TYPICAL BOTTOM SEE DETAIL B ri / _ ... — ... — ... — ... z z N N X X w w F F 00 OD ' TYPICAL WALKWAY SECTION — OVER WATER SCALE: 1 "=4' 7.0' 7.0' NORMAL WATER LEVEL \ 7' 7.0' 2' x 6" DECKING NO. 1 SYP) 0.4 PCF ACQ TREATMENT SPACE DECK BOARDS 3/8" FASTEN TO JOIST WITH 3) NO. 10 x 3" STAINLESS STEEL WOOD SCREWS ROUND OVER I,L EXPOSED EDGES i WITH 1r4 RADIUS (2) 2' x 12" GIRDER ONE EACH SIDE OF PILING w/ (2) 5/8" DIA. GALV. THRU-BOLTS 0.4 PCF ACQ TREATMENT 20' MINIMUM LENGTH PILING _= 8" MINIMUM TIP DIAMETER 2.5 PCF CCA TREATMENT /10' MINIMUM EMBEDMENT _ . . . J= 5/8" DIA. GALV. T (2) 2" x 12' GIRDER SIDE OF PILING w/ DIA. GALV. THRU- 0.4 PCF ACQ TRE) TY1lb_"AL WALKWAY — DETAIL A SCALE: ..=2, RECEIVE— COASTAL NIANAGEIViENT ELIZABETH CITY 2' x 6" DECKING (NO. 1 SYP) ACQ TREATMENT 'K BOARDS 3/8" iIST WITH (3) NO. 10 STEEL WOOD SCREWS 4µ EXPOSED EDGES 4 RADIUS 2" x 8" JOISTS AT 16" MAXIMUM SPACING 0.4 PCF ACQ TREATMENT w 30' MINIP-0 _ ,--- = JNG TYPICAL BOTTOM r SEE DETAIL 8" MINIII.4 A PCF _ _ - 10' N N N N O N O N N N X X X X X X X cr w w w w W a a 0 0 0 0 0 0 T YPICAI, WALKWAY — DETAIL B iL a. a. F F IL li m co TYPICAL WALKWAY PROFILE — OVER WATER SCALE: 1"=4' NOTE: THESE PLANS HAVE BEEN PREPARED FOR CAMA PERMITTING ONLY FULL STRUCTURAL_ EVALUATION AND PLANS MUST BE PREPARED FOR BUILDING PERMIT AND CONSTRUCTION 2" z`- 4" JOIST TIE DOWN 0.4 PCF ACQ TREATMENT J d. � r- E W N v° d� 1[3� U Z N a� Z U7 00 .� O 00 � 1 U) J N X ZX— 1-0 0 2 ci m m Lo J N CO 0 ww W Z ,c =o J E J a W W Q _U •4 SEAL <• 18994 Z ° A 04 00 cl O W O li 1 LX i DATE: SCALE: 07-14-11 1"=4' DESIGNED: DRAWN: - MWR MWR SHEET: 3 of 4 CAD FILE: dq-nags head-nuzzl-detalls.dwg PROJECT NO: 111810-1 12' TYPICAL SWING PERSONAL WATER CRAFT (PWC} / I .5' O.4'-- 1 I----6.0' I 6.0' I 6.0' 5.6' 5.6 0.4' 2" x 6" DECKING (NO. 1 SYP) 12 0' 0.4 PCF ACQ TREATMENT SPACE CK BOARDS 38- JOIST NO. FASTEN TO WITH (3) 10 x 3" STAINLESS STEEL WOOD SCREWS o ROUND OVER 141 EXPOSED EDGES OD WITH 1 4 RADIUS 2" x 8' JOISTS AT 16" MAXIMUM SPACING 0.4 PCF ACQ TREATMENT (2) 2" x 12' GIRDER ONE EACH I tj SIDE OF PILING w/ (2) 5/8' `'' a �. DIA. GALV. THRU-BOLTS 0.4 PCF ACQ TREATMENT``tr ° .. ' --___._._. ............. -- ......._...,. ........ - o NORMAL WATER LEVEL l TYPICAL BOTTOM\ + `..._... _... N_ L.. ... ... _ ... _ ... ... _ _ ... ... _ ... _ ... .. _ .. _ ... ... _ ... _ .. — .. — — ... _ ... _ ... _ ... — ... _ ... _ ... _ .. .. �...� 8" MINIMUM TIP DIAMETER ? ? 2.5 PCF CCA TREATMENT 10' MINIMUM EMBEDMENT ro io N N N < a, K e o F a F CL F CL k. ' p ;v o F o F a a r .,. . , Do co co 20'x30' PLATFORM WITH 12'x12' GAZEBO — OVER WATER SCALE: 1"=4' VIEW FROM EAST N 12' TYPICAL SWING RADIUS FLOATING MOORING PENNANT MOORING BALL (FLOAT) / oNORMAL WATER LEVEL `MOORING ANCHOR LINE / SCREW MARINE MOORING ANCHOR (]! BOTTOM NOTE: ALL LUMBER AND TIMBER OF SOUTHERN, PONDEROSA, AND RED PINE THAT IS TREATED FOR USE IN SALT OR BRACKISH WATER SHALL BE FREE OF HEARTWOOD ON ALL FOUR FACES ADDITIONALLY, SOUTHERN PINE MUST BE IDENTIFIED AS MEETING AN ALSC-APPROVED GRADE THAT PROVIDES FOR HEART -FREE FACES IN MARINE EXPOSURE. ICAL KAYAK � TYPICAL KAYAK i ------------ -------------- o ° ° ° NORMAL OfATER LEVEL ! \ i' -- --- / 0 o f o e 0 o o 0 TYPICA.- BOTTOM o RECEIVE COASTAL MANAGEMENT ELIZABETH CITY OPEN WOOD KAYAK RACK — PERSPECTIVE SCALE 1"=4' C ARp4 '0Oz II'llll lll'y,1t,i NOTE: THE'_E PLANS HAVE BEEN PREPARED FOR CAMA PERMITTING ONLY FULL 55TRUCTURAL EVALUATION AND PLANS MUST BE PREPARED FOR BUILDING PERMIT AND CONSTRUCTION J 1(3� 00 4- E W N 0 13� U co •� N Z a� Z In 00 .� O N Ui Io c J N Z O = 04 m in J N O 0 C3 W 0 = O J � E Y J Q W w a U_ Off. °• SS °••�/ 2•,�0F _ SEAL0. - 18994 Z c+ w Ito m Z OZ U) — O F W � U � W H Q 0 O Z 0 E-1 O Q rO V CO C� /E—, rr� C�C A E-, L� A o x � DATE: SCALE: 07-14-11 1 "=4' DESIGNED: DRAWN: MWR MWR SHEET: 4 4 of CAD FILE: dq-nags head-nuzzi-details.dwg PROJECT NO: 111810-1