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PROP05Ep SEAWALL A5 51~ORELINE PROTECTION
armn7~" ~ } k , 4r d S ~ t r ^F m PRECAST MODULAR CONCRETE BLOCK
, ~ ) T REMOVE EXISTING DECK AND. DOCK STRUCTURE
+ ~1 PROPOSED AREA OP DREDGING - 11300 SF
EXCAVATE ADDITIONAL 3' `DEEP WITH 2~1 51DE SLOPES
PROP05ED 5Ti~PS TO GRADE - ~ ~ ~ ~ , r p ~ a. ~ yz. ~ fl ~ ~ \ .f. "f ~ DISPOSE 0~' EXCAVATED MATERIAL C =50GY~ OPT' S1TE
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ADJUST HEIGHT OF WALL TO ALLOW GON5TRUGTION Ot: DOCK STRUCTURE . t ~ " ` , ~ „ ~ a~ ~ ~e• 4 + k L,, ~ 1 ti:. PROPOSED BOAT D4GK
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PRECAST MODULAR CONCRETE BLOCK
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AREA OP DENSE UNDERGROWTH r~ ~ ~ ~ 1 ~«>i,,;..:,a r.,.. ~ ~ n~~ A OD5 >5' DIAMETER. Ct20 TREES TOTAL) i`j ~ _ ~,4
,..tr~afv ;~,~L~~~ RETAIN ALL H RDWO GT TREES <5' DIAMETER C=40 5TEM5 TOTAL)... ! ~ NEL~ ° ' REMOVE SELF ED cS; 1 ~ , 'j
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I PROP4 ~ A F l:)M COMPETITION, o t WI~ILE RETAINING U5EPUL HARDWOODS RELE 5ED R
~ T PE TY OWNER 15 REQUESTING SAME o ADJAGEN PRD R
a THIS DRAWING 15 THE PROPERTY ()F FRED B. BI.AGfCLEY, ASLA
AND 15 NOT TO BE REPRODUCED OR COPIED 1N wI10LE OR
0 IN PART WITHOUT PERMISSION. IT ly NOT TO BE USED ON ANY OTHER PROJECT ANT115 TO BE RkTURNED UPON REQUEST.
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PROPOSED SEAWALL ALONG SHORELINE
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FRED e LAGKLEY ASL
LANnSGAPE ARC~TC7.
704,484.1731.
504 50UTI~ ~~KALS 51"(~~~T
SHELBY, NORTH GA~OLINA 28150.:
N01'E5~
DRAINAGE AREA FLOWING TO ANY POINT ON 51LT FENGE 5HALL NOT EXCEED ONE ACRE DEGK~IG C5/4x6 OR 2x6 OR 'TREX') TO INCREASE 510RAGE, CONSTRUCT SEDIMENT PIT OR TRAP ABOVE 51LT FENCE.
4x10 REAM C2 - 2x10's WITH BLOCKING) DECKING C5/4x6 OR 2x6 OR '1'REX'>
ATTACH MEMBERS TO P057 WITH 3 - 3/8' LAG 80475 !/8' LAG BOLTS
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~ ~ r BLACK ULTRAVIOLET RE5157AN7 "=b~: ' MIRIFf 100X FABRIC OR EQUAL w•• r r
~t ~ ~ ?.r' f 2x8 J 17 C16 OG MAX.) 12 FOR 'TREX' M ` t I ~ TREX'--.--...~.... i I~ I ~F,,,.._- ..,~Q------ 2x8 J015T - TO REST ON BEAM C16' OG MAX.) 12' FOR 'TREX`
' 1 1/2'x 1 i/2' OAK P051 C54' TALL) ~ " , _,,wr % r ~n~>~.
fi ' • 8'-0' Q.G. MAX. ~ v..-.- - ~ ~ ~ I -x,~,.-...,~-; ~ 4 ~~I
t I {^,j r 4x10 BEAM C2 - 2x10's WITH BLOCKING)
~ ,,J r. -.------MA%. SEDIMENT STQRAGE LEVEL t { C1/3) OF HEIGHT ~ • • . , , , ~ Ii ' A77AGH MEMBERS TO P05T WITH 3 - 3/8' LAG BOL75
t = ~ ~ 1 ' 2x2 LEDGER -ALT.- J015i HANGER ;.a ~ t i;I
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'M-::: ~ ~~°'~I ' " ~ ~ • { I ~ ALL WOOD PRE55URE TREATED 50U7HERN YELLOW PINE ~ ..,1 I I.~~l 1 iI a ~~~.I ~ :RN YELLOW PINE ~ 1 } ( ALL WOOD PRESSURE TREATED SOUTHERN YELLOW -PINE OR APPROVED TROflGAI HARDWOOD
4 € , 1 ~ I",,._;j I j m,..t I I' •~-j ~ t ~ ~ All fA6TENERS HOT DIPPED GALVANIZED t!~ I ~ t~ a^ . I ! t w-^ ~k t.a--~~ 1 { ! D ~ ~ I ' ALL FA57ENERS H07 DIPPED GA4VANIZED i~
~'~tj;i' ~:i~I` ~ vATiaN Iw TIN GTION
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T / EAM / PAST 4A DECKING / JC~15 1 SILT FENGE 4~ DECKING / J~15T / EA / P~~T
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IN57ALL AND MA~ITAIN SILT FENGE AND OTHER MEA5URE5 FOR DURA7fON QF PROJECT
i MULCH SLOPE. i DQ NOT ALTER 5LOPE ~ ~ ~ EXCAVATE
i' l i~ P05T 70 SUPPORT ROOF ABOVE J ' P057 TO SUPPORT ROOF ABOVE
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p f XISTMG 501E ! M R CONCRETE FAGNG UNITS E r~ k ` ~.,.t` ! °r, ?CC:~..,a~3~ ODU4A .1 I } ~ ; M1;
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'TREX' ~ M~.....~_,... r/ ' E ~ ~r-._~'-- 2x8 JOIST C16' OC MAXJ 12' FOR 'TREX'
~ -WASHED STONE DRAINAGE FILL - C7H-M OR EQUAL) ~''s' '
COY o Ot a G~ ~ , ' ' 12' WIDE CMMIMUM) { r BURY FABRIC 8' REEF r.~, , n ~ ~ ..w r~.,.~~AJ, t ry V~ f t `I
s0~jt~r~G • I ; i I y , ~s~l t~ "l'j" 4x10 BEAM C2 - 2x10's WITH BLOCKING)
t~cOflq,a(~ ; 2x2 LEDGER -ALT.- J(N5T HANGER r ~4 ~ ATTACH MEMBERS TO POST WITH. 3 - 3/8' LAG BOLTS
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' i . ~ 'L!L[. P><P;D C?Jf...7:~5 two - C _C ~'~;r' i ; I+! GLA55 'H' RIPRAP AT 70E OF WALL 'COVER FOOTING _ ~ - ~ .tl ' i
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~ t•v w ~.w--~~-•-• ; ! ALL fA57ENER5 HOT DIPPED GALVANZED ;D ! ~ ~ I ALI. FA5TENERS HAT DIPPED GALVA~ZED
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r,?~'~:,r, ,./i~/ ~ - k' °A / #5 STONE LEVELING PAD COOOTNNG) \~'„`''v',`~.i`t\;• °'L?(y~ , z .1 .7~,'~rtx'; 12' THIGC COMPACTED
e~ f' :lls Y .r~ ~ 1,! ~r r *~!I;~ SECTION 5EGTION
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~.r!`t',f~.~r'r\'`1>~`r~,,~,,k> r~ / T / SEAM / P~aT CSUPP~RTING R~OF~ . ~ , ~ ,r > 5A DECKING J~1~ 5 DECKING / J~15T / AM / PAST CSUPP~ TING R~CF7 ® 3 NT8
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NOTE' ~15TAll WAIT. PER NANI~'ACriRER'S SPEGFIGATION6
SECTION
0~`'~1~ FARO( e
WALL. 2 MODULAR SL~GK 5EA ND cqp
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-...I 1 ; ~ I• F.~„ .I I 7HI5 DE7A%. 15 APPLICABLE ON SHORELINE WITH SLIGHTLY ERODED PROFILE THIS DETAIL 15 APPLICABLE ON SHORELINE WITH SLIGHTLY ERODED PROFILE I_!.._~;~ __I I I' ' NDITION MINOR REGRADING Of 540PE5 i5 ALLOWABLE TO ACHIEVE STABLE CONDITION , ~`yj (~„„=';w; ~ ~~'_w' I M~ ~ 1 ~.~~.I ( ~i W AGH V STABLE CO f. I _ ~i1~;1#1iSEI ~ ~I I~~Ijillwl.~, ~II~".I~~~., i tj~ =`-1 I~.141µ1~:ik,
MAJOR REGRADING OF 510PE5 15 ALLOWABLE TO IE E i' SS I. I ~i ~ ;•E I I N EGT ~ ~~~ii~I f ~i~•---i~~°.
A5U ES FOR DURATION OF PROJECT INSTALL AND MAINTAIN 51LT FENGE AND OTHER MEA5URE5 FOR DURA70 OF PROJ , ~ 1~•=• „ / ~ , I,..~~~_ IN57ALL AND MAINTAIN SILT FENCE ANA OTHER ME R .~:1 -I ~ ~ I i.~.. ~ I: ~ i ~ I wl . ~ I ~ _ 1 ~ [ ( 13 i ».I I I~{,:,II ~,...~j I ~ ~ C I I I
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HAND'PLAGED GLA55 'B' RIPRAP ((4 „"~i ` i """''I i ~~j ~ TLY ERODED SHORELINE w-' i 1~.,.. =--:i ~ . ro°I 5LIGH 3 { ~ } ~ , ~ ~ ' { II i t1 li
ON MIRAFI 100X fAHRIC OR EQUAL i~-'-I Imo-! _ ; w": ~:I ~ { 1 ~ ~ i.,.,. o~ ~ w'I ~ ~l i ~ ~ I ~ € , I w
_ 6x6 P05T I.. ""r I" ! 1 ~:"S i .,~.m 3 + .I • ~ , <<:~.. i iii I ~ ~ f 4, j ~ i I PP;1. t D2 qLH/FT GOIR LOG 12' OR 16' I ~ ~"I ~ 4 I ~ ~ ~ ~ ~ , I ~ 6x6 P057 ~ I ~ ~ ~ L` ~-:I ~ 'i ~ I 6x6 P05T
. ~'i I 'i~,~ I~ ~ I•-~1 { WITH MACHINE DOUBLE TW157ED GOIR NE7 EXTERIOR ~ I~,;,;,.I ,~t ~ I, ~ ~I i i tls. ail ~t 4 ~ . l , Iw 70P ELEVA714N - 737.0 AVAILABLE FROM CFP. LNG. - 704.553,0500
E • ! 2'x2'x2Q' WOOD ANCHOR STAKE . 48' OC "p i ~ i°~~ 1, , ,;~E FULL POND CEL.736.0) ~ .I 4 ._.._s I~v ~ i f i-- ; ~ h ~ ~ ~ ~ ~ i i I ~ (EM~~~ ~I ~ ~ ~ M~ ~ i I i coNCRETE FooTINC
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1` SHARPEN END , : ~ !~•---I ~ 3---,- '4</ :'l !r TOE E4EVA710N - 734.0 --=f~l~~ l~~".I ("t !V~- i'~.--' I JONS ANA SRN P~OP~T~'
~w'~"k ~`t~1;~~°'x' F----~I E f ~ ~ FUL4 PONp CE1.936.03 D NE INTO LAKE BOTTOM ~'i~..t ~ ~ I I=~- ~ i• ii R f!~w~v~r \r. `~:~i . - ~ f i.~...E rt i I"" ' I I ' "°I `s I-"-'''V: (j f;;~Ilw ~,I Ifs 11 ~ f~~jl~~ I I ICI'°MI ; _ ~ I 'I~~_ 210 ~fiA~~d~ P011`IT ~~I~~
Q.) t w W l r / ."i i„w - ~ { ..I I T.N2 I..'^^'"'i ~ 3^ ~`E~ ~ tl _~~I_ II~'jji _ I _ 111 II{'{l { I { I , I d L' 11_~_r,i I n_;i 6 I I ( ~I, i~ IW. ~ ~ ~ , ;d.~. ~ jj , I I ~~...o. GNE~~YVII~L~ N G
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r ~ ; ./E~ r/ r H04D STONE IN PLACE .r~, r'~ ~ y:~`,~ ~ 'NOTCH IN A7 70E 74 , • ,1,,
~n f/;r! j'~•,.~ ~ EXCAVATE LAKE BOTTOM t0 RECEIVE MEASURE
° !s'`~~',tiy°/,!"•~`~~ ~~:~~r•~`~'a ALL P05T5 PRE55URE TREATL . , i.0. 5 PRESSURE TREATED CGROUND CONTACT) SOUTHERN YELLOW PINE TYflS DRAWING 15 TttE PROP1<RTY OR FRED 6. t~LAGKLEY, AaLA
AND 15 NOT'TO 6E REPRODUCED OR COPIED IPI' WftOLE OR
' 5 TION , ~,r r SEGTI N - ~ SEC71aN ~ ,t IN PART: WITHOUT PERMI5510N. IT 15 NOT TO BE USED ON ANY OTHER PROJECT AND.lS TO BE RETURNED UPON REQUEST,
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