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Home My WebLink About20120376 Ver 1_Site Plan_20100417cv C\j Cu Co CD CD CD Ri Cr cn 7 TREES AT WATER'S EDGE TO BE REMOVED ALDERS a <:3' CALIPER M O5 L A K E RIPRAP ENTIRE SHORELINE FROM EL 733.0 TO 73q.0 TREES TO SERVE AS REPLACEMENTS MA65 SHRUB PLANTINGS ON SLOPE INSTALL GURLEX ON P15TURBF-D AREAS MULCH ENTIRE SLOPE, SUPPLEMENTING NATURAL LEAF" LITTER ALL WORK WILL BE DONiLf FROM LAKE SIDE. ALL MATERIALS WILL BE 5BOUGHT IN BY BARGE. PROPO50 DOCK 5EE PLANS BY GRAPEVINE EXISTING RETAINING WAILL J�C"')N q—NATGHEZ CREPE M`RTLE — #7 CONTAINER END RIPRAP OAVj Mr, MUL 15AhlvlA= ON 5HORafte YOM WWTLY ERODED Mont MULL Ato KANTArl eLT rnCr AW ORV9 MAahtEb FOR MRATON OF KCxCT E TOP M.EYATtON - 739L0 MZ&1��A56 V PPRA? 11-00xc FAM OR rQUAL. FLu. FM (M.730.0) TCC VLEVAION - 734.0 'NoTr,'t N' AT T(X TO 11P0 tlME ti FLAOf ELEVATION - 733.0 mow= 0-1U2.10 DAVID T. PHARR 1385-1900 LOT #67. <``• . J.- CONTROL STRIP EXISTING RiflAINING WALL LOCATION OF LANV5GAPE PERMIT' PLACARD EPA t, A t AR G—NATCHEZ CREPE MYRTLE #7 CONTAINER yes 0 HOUSE co II GARAGE N� Jt Jt ij tt jr It JAMES W. ROBINSON 1305-1661 LOT #64 # # I ;f PEa No 03 1 CEI `ti Oy 4. (z), � ii C)0 Q) NCl NQ> '03 4v 0� Q '4. Temporary Benchmark ( TOP OFREBAR) ELEV. = 829,41' ------------------------------------------------ '_'T NAAL lN T-7 OF GENERAL NOTES IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED AREA CALCULATED BY COORDINATE COMPUTATION THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO EASEMENTS OF RECORD OR UNRECORDED EASEMENTS BANKHEAD SURVEYING DID NOT PERFORM A TITLE SEARCH NCDOT R/W'S ARE APPROXIMATE UNLESS OTHERWISE NOTED UNDERGRONG UTILITIES HAVE NOT BEEN LOCATED NO FEATURES (BUILDING, UTILITIES, etc) LOCATED EXCEPT THOSE SHOWN HEREON ALL DISTANCES SHOWN HEREON ARE HORIZONTAL DISTANCES NOTE UNDERGROUND UTILITIES WERE NOT LOCATED NOR SHOWN HEREON. BANKHEAD SURVEYING MAKES NO WARRANTY AS TO THE EXISTENCE OR Nr,"N EXISTENCE OF ANY BURIED UTILITIES THAT MAY LIE ON OR CROSS SUBJECT PROPERTY SITE DATA ZONING RR FOR CLEVELAND COUNTY - CONTACT THE CITY OF KINGS MOUNTAIN FOR THEIR ZONING RESTRICTIONS ADJOINING MOSS LAKE WATERSHED DISTRICT : WSIII—C4 1.0' CONTOUR INTERVAL REFERENCE THE BOUNDARY SHOWN HEREON IS PER A SURVEY BY T. SCOTT BANKHEAD DATED 12/15/04 it 704.484.1731 504 SOUTH DEKALD STREET SHELBY, NORTH CAROLINA ?-5150 SURVEY BY BANKHEAD SURVEYING , PA 1203 EAST MARION ST, SUITE I SHELBY, N.C. 28150 ( 704 ) 481-1040 FIRM LICENSE NUMBER= C-0972 VICINITY SKETCH bKt�)WN PROPERTY 108 RIDGEGRE5T DRIVE GlIERRYVILLE. N 0 TNI5 DRAWING 15 THE PROPERTY OF FRED B. BLAOKLEY, A5LA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERM15610N. IT 15 NOT TO 13E L15EV ON ANY OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST, 03/02/12 fRRC_'j'VVf',I,'3D-DWG SHEET 1 OF 1 LEGEND SUBJECT PROPERTY LINE _x— FENCE ROAD RIGHT OF WAY LINE a EXISTING IRON UNMARKED POINT 11 ELECTRICAL TRANSFORMER a PHONE OR CABLE PEDESTAL 0 P/K NAIL TREE FLAG BY FRED BLACKLEY it 704.484.1731 504 SOUTH DEKALD STREET SHELBY, NORTH CAROLINA ?-5150 SURVEY BY BANKHEAD SURVEYING , PA 1203 EAST MARION ST, SUITE I SHELBY, N.C. 28150 ( 704 ) 481-1040 FIRM LICENSE NUMBER= C-0972 VICINITY SKETCH bKt�)WN PROPERTY 108 RIDGEGRE5T DRIVE GlIERRYVILLE. N 0 TNI5 DRAWING 15 THE PROPERTY OF FRED B. BLAOKLEY, A5LA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART WITHOUT PERM15610N. IT 15 NOT TO 13E L15EV ON ANY OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST, 03/02/12 fRRC_'j'VVf',I,'3D-DWG SHEET 1 OF 1 -- _.. - - + - -- $- j/4 „ - -- 1 P4 — — — _I 34#-0$' UPPER DECK PLAN 1/4't=11-0)t 81-01, N co 9 00 4'-0" 4'-0- LOWER DECK PLAN 1/401=11-011 6'-0' TYPICAL 12*-9" 21'-3" 34'-0" 5'-3's 7'-6" 4'-9 1/4- 8. 8'-5 3/4" to -oll 7'-6" 21'-3" (A U) ir Z Z 0 uz < pFn 0 F� 0 V) -- — — — — — — — — — 6X6 TREATED WOOD POST TYPICAL 5 3/4- -j b x z a. 5 ow L J* 6X6 POST FOR FRAMING ABOVE m V) U-1 . / a Z 0 W Uixo z �- u om (D LL Lij Z 02 0 L0 V) 0-0 Z< <<�- - m 0: 0 Uj C, 00 -00 II it w Li im- U) U) < z x < V) F= 17#-9" 7$-9 1/4'p W-0. mo< *z z m uj 0 < Z V) iz x m 5w5ww on ui vj Uj CL vil-i - "-T- \ I 50-3#1 6P-6 1/2" 5'-3" - - - - - - - -------- 91 -T-T-T7 1 1 5'-3" 6'- 6 1/2" - -ul - - 5�-311 F F T T -T 7 --1 F F T- T 9 1 T =3 m 0 w -- _.. - - + - -- $- j/4 „ - -- 1 P4 — — — _I 34#-0$' UPPER DECK PLAN 1/4't=11-0)t 81-01, N co 9 00 4'-0" 4'-0- LOWER DECK PLAN 1/401=11-011 6'-0' TYPICAL I I I I iVi- "-COLUMN BELOW COLUMN BELOW mi IN ALL FRAMING T 6" O.C. TYPICAL ►Z��Ir►Zi ..lro ►mg11, I Z� 1�►.�i COLUMN BELOW PICAL COLUMN BELOW METAL ROOFING TO MATCH EXISTING 6X6 TREATED WOOD POST TYPICAL 6X6 TREATED WOOD POST TYPICAL WATER LINE LAKESIDE ELEVATION 1/4p'=1 P—011 (LEFT) LAKESIDE ELEVATION. 1/4"=1 (FRONT) (2) 6"x3/8"0 LAG BOLTS (GALV.) I1 -1 1/2"0 GALV. BOLT BRACING DETAIL - 1 /2"=1 s—011 6A6 TREATED WOOD POST TYPICAL 6X6 TREATED WOOD POST TYPICAL 6"X6 TREATED WOOD POST TYPICAL 0 00 WATER LINE SEDIMENT DEPTH VARIES ALL PYLONS SHALL BE DRIVEN INTO SOLID GROUND 6X6 TREATED WOOD POST TYPICAL r col WATER LINE LAKESIDE ELEVATION 1/4pp=1 P-011 (RIGHT) LAKESIDE ELEVATION 1/42'=l P—Ojs (BACK) 5 TREATED WOOD POST TYPICAL tov1Xz z0 wz 0— o < -j R FA f5- xzo=� wo 0¢ 5- 5n 3 TREATED WOOD POST TYPICAL w im , 0 N �- ui C/) V) ui z z z i0 C/fw- ui w .uj 0 L- Uj Z 02 Fn�O�o z¢ ui X 0 Im w 0 w we� 0 0 ui Fn x U) < Z _j< V)m 0 I= < W z :r o< . z §z Lizoow ¢m. zv)u:wm ix M 5; Li 25 'jj LLJ 0=0 w 2 0 iE 2� 0 ui -aj a-Dmomww < w cr 0 ui x XWW>-W iEo O<OMXQ u- AETAL ROOFING TO MATCH EXISTING HOUSE 6X6 TREATED WOOD POST TYPICAL — 6X6 TREATED WOOD POST TYPICAL %TER LINE I I ur I IN, BOAT SLIP N, t"*- BOAT SLIP io'-o" lo'-o" LAKESIDE ELEVATION. 1/4"=1 (FRONT) (2) 6"x3/8"0 LAG BOLTS (GALV.) I1 -1 1/2"0 GALV. BOLT BRACING DETAIL - 1 /2"=1 s—011 6A6 TREATED WOOD POST TYPICAL 6X6 TREATED WOOD POST TYPICAL 6"X6 TREATED WOOD POST TYPICAL 0 00 WATER LINE SEDIMENT DEPTH VARIES ALL PYLONS SHALL BE DRIVEN INTO SOLID GROUND 6X6 TREATED WOOD POST TYPICAL r col WATER LINE LAKESIDE ELEVATION 1/4pp=1 P-011 (RIGHT) LAKESIDE ELEVATION 1/42'=l P—Ojs (BACK) 5 TREATED WOOD POST TYPICAL tov1Xz z0 wz 0— o < -j R FA f5- xzo=� wo 0¢ 5- 5n 3 TREATED WOOD POST TYPICAL w im , 0 N �- ui C/) V) ui z z z i0 C/fw- ui w .uj 0 L- Uj Z 02 Fn�O�o z¢ ui X 0 Im w 0 w we� 0 0 ui Fn x U) < Z _j< V)m 0 I= < W z :r o< . z §z Lizoow ¢m. zv)u:wm ix M 5; Li 25 'jj LLJ 0=0 w 2 0 iE 2� 0 ui -aj a-Dmomww < w cr 0 ui x XWW>-W iEo O<OMXQ u- AETAL ROOFING TO MATCH EXISTING HOUSE 6X6 TREATED WOOD POST TYPICAL — 6X6 TREATED WOOD POST TYPICAL %TER LINE I I ur I