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HomeMy WebLinkAbout109-06 Oversized PlansCLOtSTERS AT K--"RSHAW NCS-' t ':'� TO INSHtP-H CNTY ','AP NO. NOT TO SCALE DRAWING INDEX CS COVERSHEET C1 A OVERALL SUBDIVISION PLAN Cl OVERALL DOCK LAYOUT PLAN C2 DOCK ENLARGED VIEW AND DETAILS LEGEND R/W RIGHT OF WAY SF SQUARE FEET AC ACRE EOP EDGE OF PAVEMENT CHECK DAM FOR PERMITTING ONLY - NOT FOR CONSTRUCTION NOT FOR RECORDATION, CONVEYANCE, OR SALES fd O 0 Q0 Q0 w °°N � I,) z cu `— x i�x-Q L Nz`L °moo W >C)m0 LiJ N w I C z� QD N _>Ln A W O ; � � O e � � 0 W E-- O I � W 'v' CYi O O W� cs 05058CS.DWG 1 5.2 1 1 1 5.1 5.( I 5.0 I 5.3 i 4.9 I 5.7 NA 3.75 S KERSHAW CREEK NORMAL WATER LINE 5.5 I 5.6 OPPOSITE SHORELINE RIPARIAN LINE 4.9 .A,6 MID -CHANNEL LINE t 5.2 5.0 RIPARIAN LINE �_- 2. ' SEE ENLARGED VIEW OF — — COMMUNITY DOCK -SHEET Cl �J 5.3 '.. 5 5.0 3.5 5.4 1 5.4 t A OVERALL SUBDIVISION PLAN C1 ClPSCALE: 1 "=100' FOR PERMITTING ONLY NOT FOR RECORDATION, CONVEYANCE, OR SALES I I I I I I II I GRAPHIC SCALE 0 50 100 1 1 1 21 400 s n LA CC) QD ,J) L-C) c 00 CD ^�L-N c _ LLJ �1 s m X Q a� 5 w 00 C z (_ o _ �� O o > (�o I L1J ice] C X_ ' �—mLn N u O r� � w z O A F--- t ( IN FEET ) 1 inch = 100 ft. O5O58CIA.DWG 171' PREFABRICATED SLOTTED CONCRE DECK PANELS 4ES' 3/4" THROUGH BOLTS (TYPICAL) LL, 4X12 GIRDS Q z U Q 3/4" BOLT CD LL, _z ROUND TIMBE PILE MEAN HIGH WATE I— @ ELEVAT r.D WALKWAY 8' @ BOAT SLIPS SECTION A -A QC1 DECK SECTION A NOTES: SCALE. 1/2=1-01. ALL PILES SHALL BE 12"0 MIN. @ BUTT END C2 NOT TO SCALE AND 30' MIN, LENGTH. 2. PREFABRICATED SLOTTED CONCRETE DECK SECTIONS SHALL BE 4" X 4' X 10' 3. ALL BOLTS SHALL BE 3/4" GALVANIZED. MINIMUM PILE LENGTH SHALL BE 30' (TYPICAL) � I I NEUSE RIPARIAN BUFFER - ZONE 1 /— 404 COASTAL VEGETATION LINE (PSBOATDO(K ELEVATIONCALE: NOT TO SCALE MAINTAIN 3' CLEARANCE OVER COASTAL VEGETATION PREFABRICATED —� SLOTTED CONCRETE DECK PANELS 4X12 SIDE 7' 0 0 RAIL 4X12 BLOCK BOTH SIDES 3/4" GV BOL (TYPICAL) 2X8 SKIRT S FLUSH WITH "TREX" PLASTI 2X8 GIRDER SEE PLAN, SHEET "1 FOR CONTINUATION 0 TS =T DECK BOARDS ROUND TIMBER 1 PILE (2) 3/4" THROUGH BOLT SEE DETAIL 1 FOR ADDITIONAL REQUIREMENTS FOR PIER WALKWAY 2 FINGER PIER Cl C2 NOT TO SCALE 6' (MAX.) 6" (MIN.) tr_ (3� MARL WALKWAY EXISTING GROUND R/W 12"0 TIMBER PILE 16' (TYPICAL OF 27) TYPICAL 9 6' — SHOULDER ROAD CROSS SECTION WITH DITCH NOT TO SCALE 1 1 /2" TYPE 1-2 ASPHALT 8" ABC BASE `�fq (6" ABC BASE ON ANCHOR WAY COMPACTED SUBGRADE QC NEW PAVEMENT SECTION 2 NOT TO SCALE 27' / O 6 0' -- RIGHT OF WAY 20' - PAVEMENT i SLOPE: 1 /4" PER F 1 RELEASE FOR PERMITS JCA 7/'.4/05 CAMA TELEPHONE COMMENTS JCA 10/1P/ 55 NO, DESCRIPTION BY DA1 E Revisions O J Q U N El - co � Q � E— � ® 0���`'C� O O E--i boy Q Q TEE PIER NOT SHOWN THIS VIEW FOR CLARITY +3 +2 +1 0-NORMAL WATER LEVEL -2 -3 -4 5 fYP.) Jtt Ut I AIL �) —' 1 1 /2" ASPHALT PAVING :77 8" ABC (6" ABC ON ANCHOR WAY) NOTE: PROVIDE 6" ABC STONE BASE ON ANCHOR WAY ONLY. PROVIDE 8" ABC STONE BASE ON ALL OTHER SUBDIVISION ROADS R/W 6' I T C H r- O Ln O' CO Ln Q) (D d() N CO .� o U z N Ln N qM X CD 00 �a 0 z O -O L w Ln Ln rn 00 O X OCID N P�9 _ .� m 0 Ln a� 0 o W14 H 0 r� W W 0 I� E, c 12 Cl I C2) NOT TO SCALE FOR PERMITTING ONLY - NOT FOR CONSTRUCTION NOT FOR RECORDA110NI CONVEYANCE, OR SALES 05058C2.DWG