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Home My WebLink About20070073 Ver 1_Site Plan_20070111 FRED B. BLACKLEY. A SLA LAND 5CAPE ARCHITECT NOIE5., DRAINAGE AREA FLOWING TO ANY POINT ON SILT FENCE SMALL NOT EXCEED ONE ACRE TO INCREASE STORAGE. CONSTRUCT SEDIMENT PIT OR TRAP ABOVE SILT FENCE. DECKING (514xro OR 2x6 OR *TREK*) 704-484-1731 440 BEAM (2 - 240's WITH BLOCKING) 504 SOUTH DEKALB 5TREET BLACK ULTRAVIOLET RESISTANT ATTACH MEMBERS TO POST WITH 3 - 3/8' LAG BOLTS MIRIFI IOOX FABRIC OR EQUAL 511ELBY, NORTH CAROLINA 28150 1 1/2'x 1 1/2' OAK POST (54- TALL) 8' ................ .........I -0' O.C. MAX. 2X8 JOIST (IGO OC, MAXa 12, FOR *TREX- MAX. SEDIMENT STORAGE LEVEL (1/3) OF HEIGHT TZ ...2x2 LEDGER ALT.- JOIST HANGER FULL POND IHEI I M I raxG POST 7EI I El W ALL WOOD pnS5URr TREATED SOUTHERN YELLOW PINE I I IM ELKYABON ALL FASTENERS HOT DIPPED GALVANIZED =jION SILT FENCE NTS 3 DECKING JOIST BEAM P05T NTS INSTALL AND MAINTAIN SILT FENCE AND OTHER MEASURES FOR DURATION OF PROJECT fEXCAVATE POST To SUPPORT ROOF ABOVE LAWN DO NOT ALTER SLOPE 00, DECKING (5/4xG OR 2x6 OR 'TREK-) EXISTING SOIL ------- CAP UNIT ADHERE TO TOP UNIT 440 BEAM C2 - 2XI0's WITH BLOCKING) MODULAR CONCRETE FACING UNITS ATTACH MEMBERS TO POST WITH 3 - 3/6' LAG BOLTS 0 < BURY FABRIC 8' DEEP WASHED STONE DRAINAGE FILL - (78-M OR EQUAL) 7-j C=f 12* WOE (MINIMUM) FULL POND CE1,736.0) 2X8 JOIST CIG' 00 MAX.) CLASS *5' RIFRAP AT TOE OF WALL - COVER FOOTING 12- FOR `TREK' MIRAFI IOOX FABRIC, (WRAP STONE) *BURY' FIRST COURSE COO #5 STONE LEVELING PAD (FOOTING) 12* THICK, COMPACTED 2x2 LEDGER ALT.- JOIST MANGER STABLE SUBGRADE _=11ON NOTE,INSTALL WALL FrR NUAGUM5 5MCMA,"ONS FLLL FOND CEL.73G.0) MODULAR BLOCK SEAWALL GxG POST NT5 ALL WOOD PRESSURE TREATED SOUTHERN YELLOW FINE ALL FASTENERS MOT DIPPED GALVANIZED DECKING JOIST BEAM P05T (SUPPORTING ROOF) NTS CMO D to AP BL list _ITT f 7. I I M I I=_I I Il H 0 R E L I N E I IHEI I 5HI 11: 11 M I E =-I I I a I m I'k 'PROVEMENT 4 GXG POST M I I 0 R GXG POST DETAILS 7 11 fit I f El I M 15 �"E"Fil CONCRETE FOOTING Oki LO m TAYLOR R OPERTY SHARPEN END ------ 712 1 —11 tmn DRIVE: INTO LAKE BOTTOM E�l I IEEI I IT - l 1 3 2 G VISTA DRI VE SHELBY, N C 15111, 0.) lEl I IEHI I M I lEl I M I 1_1 TH15 DRAWING 15 THE PROPERTY or FRED B. BLACKLEY, A5LA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR cn ALL P05T,5 PRESSURE TREATED (GROUND CONTACT) SOUTHERN YELLOW FINE __j IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY .5_ECjjQN OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. cn C.) t5 N P05T SCALE: NA WOMMMONWAINOW---------- NTS G:\DWG5\TAYL0R\DETAlL5DWG cn CD 12/22/OG DETAILS.DWIS SHEET 3 OF 3 FRED B. BLACKLEY, A5LA LANDSCAPE ARCHITECT 704.454-1731 ROOF, G=12 PITCH PLYWOOD SHEETING. #1G FELT J"O4 SC)UTFt . D�KAL� STR��T FIBERGLASS 5HINGLE5. RIDGE VENT PLYWOOD CEILING, PULL-DOWN STAIR 5HEL13Y. NORTH CAROLINA 28150 4x10 BEAM NOTCH P05T SECURE WITH 3 - 3/8' LAG BOLTS 2x10 MEMBER T SUN DECK ROOF OVERHANG C12') -,~---� 2x8 RAFTER 1G' OC GxG P05T SUPPORTING .._ R NG ROOF NMI 1xG FACIA GxG POST SUPPORTING DECK - - --�--- JET SKI -- - GXG P05T { I �---�-- PROP05ED SEAWALL ALONG SHORELINE ROOF PLAN 4'-0' 101-0" GxG P05T Ij}( 1 13QAT U SLIP 240 PERIMETER BAND t "mm N r Q `�� L-\\1 CAR04 ROOF OVERHANG C12') cq �r = OAT 440 BEAM C2- 2x1Os WITH BLOCKING) SLIP 2x8 JOIST s 1G' OC — 12' OC FOR 'TREX' GxG P05T SUPPORTING ROOF— METAL rr��, "�v`��. ROOF: HIP WITH 5.12 PITCH � ROOF ,,l' " 13 2x2 LEDGER ON ANGLE DECKING C5/4x6 OR 2x6 ... OR "TREX' -- REQUIRING 12' J015T SPACING) ��,,,,,,n�`,,,. PLYWOOD CEILING, PULL-DOWN STAIR ► } GxG P05T SUPPORTING DECK , mom ]7� 1 i I � � � t � � � 101-01 lb I JET SKI 0 r Z GxG P05T GxG POST DOCK PLANS BLOCKING AT ANGLE dm 2x10 PERIMETER BAND A,a ` FULL POND - fl 73G.0 � a �---�— CR055 BRACE AS REQUIRED TAYLOR PROPERTY APPIAN WAY " ~�~ ADJUST ANGLE ON SITE AS REQUIRED NR. 5HELE3Y. N Cl `" ------- PROPOSED SEAWALL ALONG SHORELINE au TH15 DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY• A5LA AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR EAST ELEVATION 1N PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY DOCK PLAN OTHER PROJEC T AND 15 TO BE RETURNED UPON REQUEST. � 1/6'�1'-p• CD O r SCALE: 1/8;=1'--O' G"\DWGS\TAYLOR\TD0GK8.E?WG LD 12/22/OG TDOGK8.DWG SHEET 2 OF 3 Q r ci FRED B. BLAGKLEY, A5LA Ty LAND5GAPE ARCHITECT ILI; �., 704-484-1731 U � ell W� 504 5OUTH DEKALB STREET 5HELBY, NORTH GAROLINA 28150 POINT 74,y p.to » REBAR ON LIIrIE PIPE • ,?= SURVEY BY . T. SCOTT BANKHEAD 1203 E. MARION ST., STE 1 SHELBY , N.C. 28150 704.481.1040 City of Kings Mountain 1 Moss Lake " V WOODED SLOPE TH15 PORTION OF LAKE 15 FILLED WITH SILT z � �o�t Site 4� PIPES D B 978 Pg 161 sz.00• Mary M. Lampley N -� 1 77,52' co 1075--745 ; 1 178—•102 1271 -�-857 � �' a � ' WOODED SLOPE Q0 a �- .9 •?s ` WOODED SLOPE Vicinity Sketch � • Lot 5 ``� ?�'' • 1' ee DB 14,S Pg 372 `�e �s�' BALANCE OF SHORELINE 15 5TABALIZED WITH EXISTING ALDER THICKET ( } � � �yL 2.993 Acres °�,s PIPS7 PIPE 42-198- PIPE SG'• PIP O ✓r WOODED SLOPE ..r WELL REBAR City of Kings Mountain -,,.,.,""' 1�t�1�.. �1� ��t+�� ,. Moss Lake WALL PIPE PIPE' TRANSFORMER �� LANDSCAPED ARE77 A • •,...--- REBA ..�-M -��-" g ".5�,�..~-� ""� SAIL .•.�- - �.... �n ? v • '� �' TIE BACK INTO ..-�,,,,,,,,,,.,.�•-r ,,,,�- ��p�E�i�. .,--- '..--•' ,`.rest / A9�aem �,�s�+ �� • --''' `� .� z��•�9' ,,,,.. -''' rivewaY ease 5g1 Lot 13 4 TREES 'TO BE REMOVED WhOE ROOTS HAVE BEEN UNDERMINED �„ 34' 3°peed 12�2 page LAB 14,P Pg 65 G" SOURWOOD. G' POPLAR. q' PINE, G* PINE ,...--•�'""'-- /'� I�EI�AR Ref PD 12 Pg 20 •" ,�� , ---�--° MODULAR BLOCK WALL --t400 LF MAG NAIL / o°c INSTALL AND MAINTAIN SILT FENCE DURING CONSTRUCTION IN DRIVE � PIPE ti°�• L A W N PROP05ED DOCK WITH COVERED BOAT SLIPS Vi5ta Drive, John B. Taylor Trust ti o ..R. G C / Lot 1 I ...... • s �� '��•.•'�NO Cgp�,�'9 fair el r 1 y ncl n PIPE \ ob all - � LEGEND � OPEN WOODED AREA ' 4 Existing Iron CNO UNDERGROWTH) ' o Iron Set G) Mag Nail ShORELINE Bearing and Distance Table D Nall COURSE BEARING DISTANCE Unmarked Point o Light Pole IMPROVE.1"AIENT L1 S 83°36'38"E 11.82' ® Catch Basin ( CB L2 N 11 50 13 W 22.00' PLAN L3 S 65.53'32"W 50.03' ` L4 N 54°27'57"W 21.56' • \ TIE BACK INTO BANK L5 N 10°23'06��W 18.65� ' L6 S 39 11 06 E 28.04 ` � � TAYLOR PROPERTY L0 01 �,o> 132G VISTA DRIVE GENERAL NOTES SHELBY, N G �' -- Property shown hereon may be subject to easements of record or unrecorded easements -- Underground utilities have not been located -- No features ( Buildings, Utilities, etc. located THIS DRAWING IS THE PROPERTY OF FRED B. BLACKLEY. A5LA except those shown hereon. AND I5 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR CD IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST. C) "1-r Cc c� G @\DW 5\TA`(L OIL\TA`1rL0R4D.DW r o 12/22/OG TAYLOR40•DWG 5HEET 1 OF 8 SCALE 10y 4O'—CJ E 0 ----- -___ _ ..... -_... . _- . .n _._ - -_.__-_ _u_m. ______ __ _______ _-a_.__�__ _ _ ____ w�A_ -_.____.._..__ _..___.__- _-------__---.—,___ . ______... .__. w.,__��._.,-_�__- ..___-_-.