20040766 Ver 3_Site Plan_20080910

~ : LEGEND TE o TEMPORARY-SEEDING SPECIFICATIONS - SEEDB ..PREPARATION
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~ PIPE OUTLET PROTECTION 0 ~ 4 BE:TW BETWEEN MAY. i AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1 `CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL '
•p y 0~' ; OR F o ; CONSTRUCTION .ENTRANCE OR AFTER. AUGUST.15, ADD 120 LB/ACRE RYE (GRAIN). CONDITIONS iF PRESENT.
FALL FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF RIP.THE ENTIRE AREA TO A 6 INCH DEPTH.
KOBE , SEDIMENT FENCE -KOBE LESPEDEZAS OVER THE FALL. SEEDED TALL FESCUE IS VERY EFFECTIVE: USE REMOVE ALL LOOSE ROCK, ROOTS ANO'OTHER OBSTRUCTIONS LEAVING SURFACE
p UNHI UNHULLED BERMUDAGRASS SEED IN FALL REASONABLY SMOOTH ANO UNIFORM..
>y ~ SEDIMENT FENCE w STABILIZED -0UTLET - solL SOIL AMENDMENTS APPLY AGRICULTURAL LIME, FERTILIZER AN0 SUPERPHOSPHATE. UNIFORMLY ANO MIX WITH
APPL o°~ _ APPLY LIME AND FERTILIZER ACCORDING TO TESTS,. OR APPLY 2,000 LB/ACRE GROJND. SOIL. AGRICULTURE LIMESTONE .AND 750 lB/ACRE 10-10-10 FERTILIZER, CONTINUE TILLAGE UNTIL W0.l=PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
~ AGRII LIMIT OF DISTURBANCE 0 y~~4r MULC PREPARED, 4 TO 6 INCHES DEEP.
_ , MULCH
O APPL ~ MULC APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUVALENT COVER OF ANOTHER SUITABLE: SEED ON A FRESHLY .PREPARED SEEDBED AND COVER LIGHTIY`> WITH SEEDING EQUIPMENT MULCHING MATERIAL ANCHOR MULCH BY TACKING WITH ASPHALT. APPLY ASPHALT AT OR CIILTIPACK AFTER SEEDING..
FALLS DRIV - 0.10 0.10 GALLONS PER SQUARE YARD (10 GAL/10,000 SF). MULCH IMMEDUIT0.Y AFTER SEEDING AND ANCHOR MULCH.
MAIN' MAINTENANCE INSPECT ALl AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
SITE REFE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH PLANTING SEASON, IF POSSIBLE. IF STAND. SHOULD 8E OVER 60X DAMAGED, RE-
IMMEI IMMEDIATELY. FOLLOWING EROSION OR OTHER DAMAGE. ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND `SEEDING RATES.
~ 6 - ` CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTR.IZATION AFTER.
' , P 0 00 , ~ - -
o ,,i' P PERMANENT SEEDING SPECIFICATIO~~IS PERMANENT ~DVER IS ESTABLISHED. DISTURBED AREAS LEFT INACTIVE BETWEEN ANY PHASE OF GRADING SHALL
SEEDING MIXTURE BE TEMPORARY SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS,
_ _ / VICINITY MAP: (NOT TO SCALE) i _r . WHICHEVER IS SHORTER. PROVISIONS OF PERMANENT GROUND COVER MUSt
SPECIE i y ~ - ' - L ` - ~ TA L I SPECIES RATE (LB/I,CRE~ BE ACCOMPLISHED ON EXPOSED SLOPES 21 CALENDAR DAYS, AND IN TALL FESCUE a REMAINING AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS,
- - , r i 1 ! r r l I / / ' / ' - SERICE _ SERICEA LESPEDEZA 3p KOBE LESPEDEZA i p WHICHEVER I$ SHORTER.. `
A' ,11111 L 1r Y l ~ ti, i i i-/ ~ r - r,r: !/tel. , KOBE _ _ EN I I I ! r , i / PENSA TI , TR ~ / _ i ,1 I III , r ! r ~ ~ , r l; , . / / , , . PENSACOLA BAHIAGRASS 50
I ,11111.1 , r ' / / / / ~ , i_^"- . , _
A TH .CONSTRUCTION ~ I I . , + I I, I ` { t r, / / ~ / ! / ~ ~ B~~C~ 1. .PRIOR TO THE START OF CONSTRUCTION INST LL E I III I t ~ + t l + ~ I rl r~ ' ~ j tIC•1CI} . SU ~ SEEQL .ENTRANCE. ~ i 1 I 1 1 1(! { + r r + ! I I I ~ . XIS,. / 1 ~ / ~ 1. FRI ~EEDINC NOTEs "EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED T0; 1. FROM SEPL 1 -MAR.. i, USE UNSCARIFIED SERICEA SEED. * AREAS CLEARED FOR ROADWAY CONSTRUCTION.
~ / , c I I s 1+1 ~ 1 v IF: L ~ / , - , , _ 2. ON 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE. * AREAS CLEARED ON RESIDENTIAL BUILDING LOTS.
2. CL R THE AREA OF THE SITE CONTAINED WITHIN THE. LIMIT OF DISTURBANCE r r I I ' t~ I I I+ + + , ' ~ I I + , I r ~ `k I I I II III , t , + I ! , ~ - 3. WH UP TO THE STREAM CROSSING. i ~ 1 I ~ L I I t ,r. I I , ~ \ , ~ t \ , ( ! , / - / - 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 * DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS.
1 1 , I c t\, \ i I I r t, / L B A C , ~ \ t l-I It f ! ; LB/ACRE. * SEDIMENT ANDfROSI~N CONTROL MEASURES (SEDIMENT TRAPS,
3. CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES _ / NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE .STREAM BED DURING THE ~ ~ ` \ Nl~,gsE PLANTS DIVERSION DITCHES, ETC.) AND THE AREAS ADJACENT TO SUCH MEASURES.
.PLACEMENT OF THE DRIVEWAY CULVERT. " / ( ~ \ \ \ ` ` r I ~ ~ ~ BETWEEN APR. 15 AND USG. 15, ADD 10LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY i OR AFTER AUG: 15, ADD 25 LB/ACRE RYE (GRAIN). DISTURBEDAREA = 0.75 ACRE
1 T THE DRIVEWAY CULVERT ACCORDING TO THE CONSTRUCTION SEQUENCE \ \ ~ ~ \ t \ ` \ 1 1 4. NS ALL
PROVIDED. \ ~ \ ` \ t \ \ + SEEDING DATES NOTE: PREVIOUSLY APPROVED DISTURBED AREA ' 1.92 ACRES
TH -0RIVEWAY CULVERT IS INSTALLED, CLEAR THE REMAINDER OF THE + r ' ~ ~ ~ ~w°~~ ~ =,\`ill\`~ \ > \ I + + 'i + 1 ' 5. AFTER \ ! , r, i~ j ` \ , ` ~ 1 `11 \ \ \ \ ~ ` \ ; 1 1 (t , i , EARLY BEST 'POSSIBLE
SITE CONTAINED WITHIN THE LIMIT OF DISTURBANCE, \ ~ J I I r/ \ ` \ ~ 1 \ l \a\ \ \ \ ~ )j \+1 I i j + 1 I j FALL' EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30 FALL: SEPT. 1-SEPT. 30 SEPT: 1 - OCT: 31
\ i \ \ \ \ ~ I i :_-~3' ~ , , , \ ~ \ 1 , 1 . 11 1' 111 1 I 1 1 I I 6, 'CONTRACTOR . SHALL INSTALL SEDIMENT FENCE WITH STABILIZED .OUTLETS PRIOR . + \ 1 \ \ \ \ \ ~ 1 _^y /!/~ii,- \ 1 1 I 1` 111111,1 I I I Y I I I
TO STRIPPIN[; THE TOPSOIL / / r > i / , , . \ \ \ ' \ t \ , 1 I I , r r r 1 I I I S~ _ o\ \t tI L,,l Irrl / I t APPLI SOIL AMENDMENTS ZONE 2 - ZONE 1 STREAM ZONE 1 ZONE 2 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,00-5,000 ` FOREST FORESTED 6E0 FORESTED FOREST
_ :1;,%;~,; , \ ,\,\II, 1\,\l\\\It~,I 11111,1,,11, I, 7. AFTER ALL NECESSARY EROSION DEVICES ARE INSTALLED, CONTRACTOR:SHALL _ ~ - ' / ' \ i 1 + \ ~ + > \ t ~ I I f I 1 i + + i 1 1 i i lB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE ; do DENSE d: DENSE
BASED cON THE DRIVEWAY DESIGN UTILIZING 3:1 FILL SLOPES - - - :'i ' t + i i t + 1 1 ~ I I t,+ i I ~ ` , LB/AC STRIP-.AND. STOCKPILE TOPSOIL. ~ - 1 ~ t (t \ ! + 1 + I I I~ + 1 I i I + + + ' I \ { \ (GRAIP WITHOUT GUARDRAIL, A 28 LENGTH OF PIPE WOULD BE REQUIRED - - ~ ~ \ t , ~`\t I 1 I II ~+i+( I, I + I t + I { (GRAIN).. - GROUND GROUND
FOR THE STREAM CROSSING.. THE PIPE CROSSING. WOULD / , 1 ~ I t , i , .COVER COVER , MULCH
8. ROUGH GRADE THE DRIVEWAY. DISTURB 31' OF STREAM BED. ~ ~ . ' -!i j%: ` ~ \ . \ \ ~ \ \ ~ \'\t \ \ \I \ 11 + tI I ~ ~ ~ I I { { t, ` {I I 1 _ / ~ / tl IIIIIt+`I 111\ 1\ I APPLY --'l'am>r'' ~ ~ ~ I . \ \ \ 111 I I I i ' 1 ~ 5 1 ` \ \ \ APPLY 4,000 LB/ACRE GRAIN STRAW OR' EQUIVALENT COVER OF ANOTHER SUffABLE 20' 30' 30' 20°
r,~ \ c , t , \ III , t I + l 1 \ MULCT 9. ALL SEDIMENT ANp EROSION CONTROL MEASURES SHALL BE INSPECTED AT . TH R F TH RIPARIAN UFF R WH H N T P ` . \ + s' - + { ` , I , } ' 1 I l , t t t l + \ 1 ` ,.1 1 + 1 1 \ ~ l \ .MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING; OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY -
LEAST WEEKLY AND AFTER EVERY RAINFALL .EVENT .DURING THE CONSTRUCTION E A EA 0 E B E IC CO TAINS HE PIE _ ~ _ r, I / , t III 11 ~ ,,11 \ 1 ~ 11 t \ ~ \ \ \ \ \ r CRIMP CROSSING HAS BEEN DENOTED WITH A BOLD LINE. THIS AREA / / ~ \ ~ + I ! l t t 1 + \ 1 1 ' / I 1 I It 11 1 \ ~ PROCESS. / ' r y_.: \ ~ I i .1 , ~ 1 1 , STRAIt STRAIGHT CAN_,BE USED AS A MULCH ANCHORING TOOL. APPLY ASPHALT AT A.10
CONTAINS '5266 S.F. OR 0.12 AC., OF RIPARIAN BUFFER: _e . _ % : / ; ! ~ % i i I it \ t{1 { 1, i, t \ 1 + t ,1 r - _ - ~ :_v r ~ • r /1/~,;-,i.---_'p n.~:''/ i 1,1\.\1\l~ +1t 11 t+ 1+.11 GALLONS PER'SQUARE YARD (10 GAL/10,000 SF). '
AREA IN RIPARIAN BUFFER ,G ~ ' ;-'4' 1 \ ,rf / ~~ilc,~°''"~."_ ~ i i +1 111 I I t' { t -~'a-~-~~_
ZONE 1: 3758 SF _ r, \ r//~ ~ / / ,/!/!l'/ t / / _ - ' L, / 1I + I + + + 1 1 t MAINT~ EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE \ ; / / , / r / l 1 i / N / r J r G + I I 1 + , I i I , 11.1 MAINTENANCE
RADING EXCAVATION OR OTHER OPERATIONS THAT WILL DISTURB ZONE 2: 1508 SF ~t , r/ ~ , ~ ( / / 1 , I I ; ~ _ i / rpi +l t i ~ I I I I I I L ~ , 1 + ~ IF GRI COMMENCEMENT Of G ~ - l , l,// l / r , _ / d-r III 1 I III t \ IF GROWTH IS LESS THAN FULLY. ADEQUATE, REFERTILIZE IN THE SECOND YEAR,. ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER.
?HE NATURAL PROTECTION. THE EROSION CONTROL. DETAILS SHOWN HEREIN ARE FOR _ , ~ t/_.~„r~ I !/I, rl iy~ ~ I ~ ; I f~-_- " i';';Nri~,,~/l r r 1 I I I I 1 t + \ ACCOP , 1,~, II ~ ll ! , / J - -'~'~'/Jr~ 1l I I I i (t + MOW WH AIL IS APPLICABLE AS _ ii, f / ! I • ! r f , / r MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZc,
THE CONTRACTORS REFERENCE. THE DETERMINATION OF ICH DET - H WN ON THE PLANS OR MADE BY .THE % r , , i ' ; / / i ! ! , ~ J / . ;~'3 i 1111 ~ ~ AND I THE WORK PROGRESSES SHALL BE ASS 0 _ l / r _ c !/r r , , ; tl ~ . AND MULCH DAMAGED AREAS IMMEDIATELY.
ENGINEER. - - , J//, / i~ i ; l~f~l i 1 / ~ / r r i/ i t 1 I I , ' / `1ti`yi~ ~ / f~~, ,lei,, i~~_~,~r 1 f, r I / ( / : i',/, ! I r I I 1 I
L DITCHES CHANNEL ETC. SHALL BE STABILIZED ACCORDING TO THE ABOVE SCHEDULE. r~, , , , `l", , , , I J / , / r 1. r 1 I + {11. ~ ~ ,II !////~i'_ / 1.10 r I 1 I ~ I / / ! j r l r ! 1 1 I l 1 +
irr ,ice / 1 f ~ 1 I l RUNOFF 6Y
THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF ~ / , ! / ~-,r,,~ - ~ ~ / 1 ! r 9 1 I r , / r ! ~ + \ dr//l/F~~~1!ri_~~/` ~i:r~!/ii~,.~~/% / /N/ 1! I~ I+ f I r ( L I I f 1 ADJACENT STREAMS OR.OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS =,%~~//i/// r ~ ~ / ~ ~ / / % r r / ! I ~ + /t SHEET -FLOW
PROJECT. i~ i , / i' / , / / i, , I t , ~ t ~ I 1 1 ! r I I + , 1 \ t \
/ / 1 I ~ v 1 t 11
THE CONTRACTOR SHALL. MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING. 1 ,r/, , i , (1 ! i , 1 1 1 \ ~ 1 1 I \ t ~ 1 ~ \ \ SRS ,SHALL 1 /i~/r ~ j'~ ! , / / / / , t I r i ~ \ 1 ~ Q 1\ \ \ \ + t \ \ \ \ \ \ STATE OF REPAIR .UNTIL THEIR USE IS NO LONGER WARRANTED. ALL MEA U E ,/'i lL l/, ' t , r 'I ~ r I r 1 1 + \ ~ Cs,' \ \ ' + t { 1 1 ~ + ` \ \ `
BE INSPECTED. WEEKLY AND AFTER. EACH RAINFALL EVENT. PRIOR TO THE REMOVAL OF 4 ~ ~ r ri~ n' r r 1 r ~ \ I I s r I \ I 1 + \ \ \ ~ ~ 'r \ + ~ i \ 1 \ 1 I t \
r c e T R SHALL CONTACT LAND QUALITY FOP AN INSPECTION. t{ . , I,! r/ / r/!r ! 1 ` ~ \ \ , ~ I I \ t ~ t \ ~ ` h • \ + \ + + \ \ + \ -ANY DE~lCE, TH.. CONTR, C 0 , ! .I , I I t I , \ \ \ - '11fPICAL CROaS SEC'110i~ ~F RIPARIAN E1UFi"ER
RIRTION' 0 ~ tltt I \ \ . \ , \ \ \ \ _ \ r t \ \ THE: CONTRACTOR IS REFERRED TO THE DETAILED SPECIFICATIONS FOR A DESC ~ ~ It \ \t < \ \ \ \ . \ \ \ \ \ \ \ \ \ \ t ~ ~ \ \ \ , \ . \ \ 1 I I i _ NOT TO SCALE
R S TO BE APPLIED. , ` ~ (I \ \ \ \ \ \ \ t \ \ ti. ~ i\ \ t \ i I I \ t \ \ \ ~ ; /i ADDITIONAL EROSION CONTROL MEASU E ~ \ \ \ \ \ t \ \ \ \ \ \ 1 t t \ \ \ ` , i~, i~;
NT AND EROSION CONTROL MEASURES <; ,~0: ~ \ ` ` ` \ t \ \ I \ s \ ` ` ' / I i ` F AND OR ALTERNATE TEMPORARY SEDME \ \ ` \ ~ + \ \ \ \ \ ` • ` ` I i ~ ~ + \ ` \ ~ ` /,/:%:'"%;j'=-1 ,i~~%:'' ` SILT ENCE -
N DED TO .PREVENT SEDIMENT LOSS. . , \ I ` \ \ \1 \ I 1 \ \ \ \ TEwIPORQf~Y I \ \ \ ` ~ ~ _ _ -"i'---_--- ~=i,,, / „Il//r/,;. 'SHALL BE INSTALLED BELOW DISTURBED' AREAS. AS EE \ \ 1 , \ .\'\111 \ ~ \ I + 1 + I {STAGING ARE \ ~ \ "~-_V/-%i'`~i-~,-~' i I iri~,//~l// / /ia ,~,i. 'i~ i ,
\ \ _ 11 4 I 1 ~ ` \ 1 - ~ I I \ \ ` \ ~-____!r / /~`l'' (/1/~!l/!`!/!!l /jl l \ / 4 I I \ ? \ ~ : _ ` ` \ l ' 1 \ \ \ 1 \ \ ` ~ , .ill! ///7, I ! ~~r ~ ~ i
\ / ~ \ _ ~ ~ - ^ \ 1t' \ t \ ~ ~ ~ iii/ r \ 1,/ , r L L t 1 m~ 50~ MINIMUM \ ` ~ 4 1 r - _ i ~ t\ \ \ ` I Ir,tllt 1 \ _ \ / \ y \ \ ~ \ ~ _ ~ III!/1lrllfl \ ll \ L ~ r (i < <
\ \1\1 ~~`1\\ /1 / i'~ ~~L~ ~ ~ ~ L_.~ \ t ~ ~ ~ \ ' ~ ,l..I I / III\\\ \ \ ~ \ 1 \ °°r ` 1• , \ 6 i 1111111'! \ ` \ ~
\ \ \1` \\Ii+) i~`~ (I / ~ } "ti - \ t 1 \~e ~ ~ :ii 4 ~lflllll (11111 1 , 1\ \ iL') _ \\il I \\\tl 11\\ / / - ~.~~~C~-"' +~1 \ t\ t - \ ` ':i :/i/! i { 1J I 1 I _
~ ~ iX ~ " - ~ ~ ~ _
m) ` _ ~.....c ~ ~x~ ~ \ \ \ = 1 \ _ -'i i' i' , / / III I 1 1 \ \ \ " _ ~ 5 ~I - / l ~ \ \ ~ 11 \ _ _Q.. 9 s / r ! j11,. / 1 1 1 l 1 1 \ \ \ _ 24 ,rte i ,~~K\- - _ .e ~ `
\ _ - r/ , ~ \ ~P ~ ~~-0IMENT- tS- 'i ,~1 (I' (1 1 \ \ \ _ - ~ ` / ~ \\x~ \ I ~ - - ---SOH _ ~ ~ _ r \ t \ \ \ - _ ~ ~ , ~ , `
ZI ~ / \ 1 ~ ~t,~ . ~ >-(s .'Olt `1\ ~ ~r'C BUY ~~~''c 1 \ \ - ~-,,••-)7~ ~ 'i1 0~+ RlA \ _ - - ~
- _ COARSE AGGREGATE _ " \ 9 ~ \ I -PR T ~fi0 , / T _ - - \ - - ~
C MIN. IEPTH / \ . @ ~ + r ~ _ ~ ~ ~ 1 t ~ _ - . _ ~ w-~ ` t ..APRON :-.~t1.~
Fes""'\~~'S ~ n ?/1~:ucs.~~ \~LVy ~
- `~~°ti` =A i d ::r =,~.p .rte i/' `~ti".^ir`'i I i CONSTRUCTION ENTRANCE ~ _ g - - ~ .
NOi TO SCALE ~ _ ~ ` "y;~ - ~ ~ / 1 . ~ 3~- o`- _ _ - ri 1 SEE "Sj~E~M~G`~OSSING • ; - 1--
MAINTENANCE AND REMOVAL SCHEDULE FOR CONSTRUCTION ENTRANCE - _ ~ = _ _ r ~ ~ 1,1,1, , ,-µ°;DE>' i~%T>~I >HEEt f,' -1 ` ~ % ~ INSTALLATION ~ ~ \ ~\:\nV~ - / r° ~.c:-.. ~/.1i. ~-,ill/'/!~///\`~'~,
INSTALL ?HE CONSTRUCTKIN ENTRANCE BEFORE CLEARING/STRIPPING BEGINS ON THE SITE. - \ \ - ~ 1 r 1 , ~ i' - ,1/\ \ t -"'I ~ RO~RL IPA Il.~~ . , .:w~i ~\l\\\\\\- ; ~'f~ . ` ` V , , \ `'\\T'`\~fi ! / r , r , i r' ,,,.iii/; =~~Q i,
\ . ` ~F~9TEeTIaN. P.RaN t . ,t / , r I ~ ~ , , r - MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. ; ~ \ ~ , ~y_ ~ ~ iii . it/ii
BJECTIONABLE ` ~ \ ` \ / . i, r'/, THIS MAY REQUIRE PERIODLC TOP DRESSING WITH 2-INCH STONE. IMMEDIATELY. REMOVE ALL 0 \ \ , \ \ / WASN D OR TRACKED ONTO PU9LIC ROADWAYS.... ~ ~ ~ ` ` + t\ / J ABILIZED OUTLET TYP,': ~ ' MATERIALS SPILLED E ~ ` ` ~ ` \\22\ y. S ~ / ! . /,r•;'/~/; - 5 ~ i
. ~ _ _ ,,i~i~:I iif~.. rr
R MOVE HE C - - ~~~\_~i,/ 5S ` ~ - _ .\\~~I, , a t 1, r T ONSTRUCTION ENTRANCE AT THE TIME THE PRNATE DRNEWAY IS .BEING PREPARED FOR FINE-GRADING - ` r - - \\Utt\h1\l l II ,l/111/ I r` AND THE RECEMNG OF A.B.C. STONE, j - ' ill! I ii~r i
:i ~ ' . j -Y ` : ~ \ \\1.,1111 c` ~`\\\\tl 1 1 f l l ~i I ~ I I l l I l / I - ~ ~ a _ , , / _ \~~~a -`\~Y'y~,. ~ \~~t\\,111 ~IIII! I\ t ~ 1 t r 1 ! f I 1 r
- - _ ~ I I / ~ ,!e ~ .•'1\~ °r~ t, 1++~ Qt~ 1111 /^`~`\~\~t t I I l1 f I I ~ ~ ~ i~~~~ u~'
' / ~`\°--~~i;_ _ ~\'/;~`\-~3~_ ~,~1'1+11114+~1,III \`\\~t~,\t,l \l`1\\\},\\i.' ~ ~ ~ r u ~ rr/r
- 0 0 0 0 ' - .~~1\ ~ J 1l'i`+,II.1~Il11( \\g~~. \ Q.~ ~ / \ -0- ",.:PEF't~,~\1~»\\\lti~\~\1\~,tq/,I I ,I(`, ,o=.~'; ~ 1 \1\'
/ - - '~2EL~6:0~t R Cl~u ~y.l .~09b \id , A 0 000 A r,/ ~ ~ _ ~,it. _ _ t\\\
~ r ' ` -~$S-- , .~~`~\j,, HEADi~ALL SAN , AIt,+NALr_\
, r r ,ti. _ \\1NVIl, ~0y,~.5 \Itn~111! i t
- 0 0 0 t ~ l + ' - ~_~+i~\ _ ~~~25a ~ \ ~NV•~ I QU~, ('jit!Y :~~'`/~I1\ I f 1 1 r
Q 0 0 ~ \ t I lr~ \ `11,11' 1,\1 its, \\tl`1 I{IJ I \ _ ~ \ \ I I y l l ~ 111 .III NOTE; 0 0 0 0 1 ,r I ~~~e, ,,--i,._-. , ` ~ 111,11 +Itl It 11ur INV RT F THE 6 " R..P. B P T M STREAM CROSSING aETAIL
, \ v i I \ \t (i , \ Itt ( + + , E S 0 0 C SHALL E LACED A A INIMUM 0 o t \ \ I r ` + 1\I {i++ +1' n t 1 } t OF }:2" BELOW THE STREAM BED ELEVATION FOR AQUATIC LIFE PASSAI 0 0 \ \ ~~..-I--~~ 1 \ \I\ r +t\ ,,il 111+ +{+~i~ltll,\ MINIMUM TIC LIFE PASSAGE.. SCALE: 1;30 -
\ I , \ _ ,vL~,,; ,°Sg_ ~ > \ + ' I I} I I I j111(I+l 1 ~ r { \ \ ' , ~ ` \ 1 + III, { I I I I I
..PLAN ~ \ l 1 \ ~ , ` I +.I
1 1 1 \ ~ , ~ 1 + 11 11.1(+,~ PIPE OUTLET TO APRON ~ \I \ \ \ \ ( 1 , r I ~ 1 11 tl ,
WELL-DEFINED ~ t I \ i I + \ \ ` \ 1' / \
CHANNEL „ . LEN , i t w \ 1 I 1 1
\ \ t \ 1 \ \ \ 1 , ' o o NO OVERFALL \ \ \ \ \ \ \ \ ~
\ \ \ 1 ~ \ s
\ - AS\\ t \1 \ \ \ \t • ~
w \ ~ \ 1\ 11 t . \ \
.FILTER FABRIC \ \ , \ SECTION A A R FILTER > \ .
o \ \ ` , Q I I \ BLANKET \ \ 1 ~ I ~ t 1
~ \ \ \ r t 1
_ APRON MIN. ter;'./,Jr PIPE O D50 LA 3D0 W DMgX THICKNESS STONE THICKNESS ~~`x j'L r( /1 I ~ C ~f;
v PIPE DIA. ` (CFS) (INCHES). ` (FT.) (FT.) (Fi.) (INCHES) (CALL.) CLASS (REQO:) ash , , 1 ' 1 DWQ STREAM CROSSING MAP: ' y~ ~ pIse' .....:FOR S~~ ~
1 60" 148.3 12" 30 15 35 18 27" B 27 ~ t , /
/ / ~ / / ` /
RLAKE SUBDIVISION -.PHASE 2A - ,t,,-,~...~~~~;,'.;~`!'?,i,,^,.::
PIPE OUTLET PROTECTION NOT TO SCALE WILDERS Ta LDERS TOWNSHIP - JOHNSTON COUNTY, N.C.
INSTALLATION, MAINTENANCE, AND REMOVAL SCHEDULE FOR PIPE OUTLET PROTECTION
INSTALL THE PIPE OUTLET PROTECTION APRON IMMEDIATELY FOLLOWING THE INSTALLATION OF THE DRIVEWAY CULVERT.
SCALE:. 1" = 100' INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY. MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. ,lob: 06083 Date: 5/21/08 Revision: 005
0 50 100 200 300
PIPE OUTLET PROTECTION APRONS ARE CONSIDERED PERMANENT STRUCTURES AND SHALL REMAIN FOLLOWING THE, COMPLETION OF CONSTRUCTION. 06079- File: S &E P PH3 Drawn: DBL Shoot: 1 of 1 dcE PLAN -4-oTS
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2709867 SF ~
62.210 AC f tio° P~ ems 0~ I
TO BE RETAINED ~ 26 ~,O CS 0 ~ ( I S /
BY OWNER ^I I l / /1
~ I I / / ~
~4
SUBDIVISION SITE DATA FOR TIMBERLAKE PHASE 3 SECTION 1
0 ~ / ~ ~ / /
AREA IN TRACT ...........................................................8489108 SF 194.883 AC LINEAR FEET IN STREETS ..................................................9460 LF 6 /
4 AREA IN RIGHT-OF-WAY ...............................................492472 SF 11.306 AC ~g z ~
NUMBER OF LOTS PROPOSED ............................................100 5 A IN LOTS ..............................................................5211239 SF 119.634 AC
AVERAGE LOT SIZE ..........................................................53484 SF 1.228 AC / ~ ~ / ~
~ i
1 AREA IN RIPARIAN BUFFERS .........................................1335120 SF 30.650 AC Zoo / / see ` / /
, ~5 ~ / / / /
A E - A N TRACT DEED ..........................................DB 2918 PG 379 a IN NO .............................................................1770-41-7748 1/
PARCEL NO ...................................................................16103004) i a5
ry.~0 P N SPACE TO BE DEDICATED TO HOMEOWNERS ASSOCIATION }DO
INCLUDING WETLANDS AND RIPARIAN BUFFERS ,5
3~5
J jt0
6 2~5
ti~° 0 1
N~ m
ti"°
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LOOP ROAD
60' R/W (PUBLIC)
-1
222 0 `~~0
225 OPEN
SPACE
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~ 265 265^'f
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21 . z 21 ~ _ % ~
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1 ~ i I / z ~ i ~ ~ /
/ ~ ~ ~ / ~ ~ ~ ~ I ~ - ~ / , _ ~ / /
/ ~ ~ ~ ~ ~ ~ i I ~ \ ,
/ ~ / ~ ~ ~ y ,
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I ~ ~ ~ ~ /
Y ~ ~ ~ 2 ~ suBDiVislo~ ~ I ~ ti ~ ~ ' 2 BDIVISION i/ 20Q o zoo 40o soo
, ~ ~ ~ ~ , ~ y / / /
~ ~ ~ ~ / ~ / ~ / Scale: 1 " = 200'
i i ,
/ /
/ ~ ~ / / e \ / /
ASE 2A ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~
i , ~ 1 683643 SF ~ ~ ~ I \ 1 1 \ / PRELIMINARY SUBDIVISION PLAT
~ ~ \ 1 ~ 15.694 AC ` ~ ~ ~ ~ i~ I ~ \ /
~ / ~ ~ ~ ~ / / / / OF i
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\ I \ ` 's NORTH CAROLINA
\ \ \ ' ` ~ ~ ' i I ~ECEN° SEPTEMBER 9, 2008
i 1 ~ \ I J
L ~ ~ i Q IPF IRON PIPE FOUND ® IPS IRON PIN SET
L , i ~ ~ ~ ~ ? CMF CONCRETE MONUMENT FOUND SURVEYED BY: Q PKNf PARKER-KALON NAIL FOUND
~ ~ ~ e ~ ~ i ~ e =Proposed Joint Drivewoy Lots ® PKNS PARKER-KALON NAIL SET Iy LOtS RRS RAILROAD SPIKE /J7 J~ j T j7 j j~~ ~ T T ~ ~e T T ~ r~
\ ~ I f ~ i' CP COMPUTED POINT DRAWN BY: 1 lKd~ i~.J/l/J~ LI (,~J/ jy/11
!I P/P POWER POLE T.O. 9 e R/W RIGHT Of WAY
~ ~ ~ i e S.F. S(H1ARF FFFT
i~ AC ACRE CHECKED BY. e=tea r~ _ TM TAX MAP 205 WEST MAIN STREET ~
~ ~ ~ / DS DEED BOOK aq
PS PLAT BOOK DRAWING NAME: CLAYTON, N.C. 27520 PG PAGE
1.~ _ i BOM BOOK OF MAPS NEALDWQ.DWG TELEPHONE: [phone] srI,' 1 0 2008 LF LINEAR FEET OPW OVER HEAD POWER SURVEY DATE: FAX: [phone] SDI
WIRE 100 STREET ADDRESS www.truelinesurveying.com
~ VIC
' LINES NOT SURVEYED JOB NO. 817.001

,o QO / ` ~
~ ~0 ~ ~ / ~
- ~ ~T_
/ 1---------------- ~ / --T--------------~------
~ WOODSTONE ~ ~ ~ / I ~ DRIVE / /
1 / i I COOPER FARMS / ~ I-----,-------_ I
~ ~ 1 / / COOPER FARMS I a FOREST OAKS ~ ` / SUBDIVISION II I I I I
m ~ / I DRIVE ~ ~ SUBDIVISION i I ( I
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~a ~ / 1 PERMANENT OPEN SPACE 11 I I I l
o SITE ~ / ~ oQO ~ \ / I ~ 2709867 SF I I _ _ _ J I
P~ ~ / ~p0 ~ ~ 62.210 AC ~ ( ~ I--__ -
TO BE RETAINED I
BY OWNER ~ 1~-----
- 11 MOOI~EYHAM ~ ~ / j
86 VICINITY MAP (NOT TO SCALE) 85
77 ESTATES ~ I 78 SUBDIVISION ~
N F 84 84 79
LOUIS F. POURRON 87
DB 1421 PG 670 83 82 81 80
76
88 ~ PHAE3 ~
PERMANENT OPEN SPACE I
2709867 SF
62.210 AC
TO BE RETAINED ~ ~ 89 71 72 73 74 75 I j / ~ ~ 89 I I
BY OWNER _ - 49SL ~50SL
ice/ I I ~
52SL 54SL _ ~ ~ ~
SUBDIVISION SITE DATA FOR TIMBERLAKE PHASE 3 SECTION 1 53SL
i ~ ` i
AREA IN TRACT ............................................................8489108 SF 194,883 AC ~ 56 55 54S LINEAR FEET IN STREETS ..................................................9460 LF 57 93 , , i
AREA IN RIGHT-OF-WAY ...............................................492472 SF 11.306 AC 58 ~ 1 / i ~ ~ ~
NUMBER OF L07S PROPOSED ............................................100 g2 AREA IN LOTS ..............................................................5211239 SF 119.634 AC 1 59 ~ i
AVERAGE LOT SIZE ..........................................................53484 SF 1.228 AC - 91 r ` 91 / i /
60 62S 61 90 90 ~ i
AREA IN RIPARIAN BUFFERS .........................................1335120 SF 30.650 AC 63S 69 68 11 ti~ ~ /
/ PHA E 5 64S ~
PARENT TRACT DEED ..........................................DB 2918 PG 379 ~T~-~-~-~- ~ ^ ~ C NC PIN NO .............................................................1770-41-7748 I V I~ C L Ll1T-1~t~ 94 10 9
PARCEL NO ...................................................................16103004) 65S ~ ~i ~ - 95 8
96 7 6 5 4
a 3
OPEN SPACE TO BE DEDICATED TO HOMEOWNERS ASSOCIATION 66 72 INCLUDING WETLANDS AND RIPARIAN BUFFERS / ] 1 97 97 2
70 ~ 98 HAS 1
67 69 99 RECD 1
62SL 100 12 13
68 14 15
16 17 18
63SL 19 LOOP ROAD
64SL
29 ~ 33 20 60' R/W (PUBLIC)
35 34 28 65SL 36
37
~ 38
39 27 OPEN
41 40 42 SPACE 23 22
43 44 21
66SL 66 26 26
D 49SL 67
45 25 24
51 SL 65SL 65
53 31 48 52
46 49 50 51 48SL 47
- - ~ 55 32
i 30 32 ~
/ 63 31 31 ~
I ~ ~ i I
~ ~ I ~ ~ ~ /
~ ~ i ~ ~ 1 / / ~ r.. / ~ I ~ i ~ I
~ ~ , i ~ / / y ~ ~ / ~ t
~ ~ i / ~ 56 ~ ~ ~ ~ ~
~ SANDY BRANCH ~ ~ i ~ ~ ~ - i ~ i ~
~ ~ 61 ~ ` SUBDIVISION ~ ~ ~ i
1 ~ ~ ( ~ ~ ~ i ~ i ~
/ ~ I ~ ~ ~ ~ ~ / ~ ~ i ~ ~ i
/ ~ ~ i I ~ / i ~ ~ ~ i 1 i
~ ~ ~ I ~ ~ ~ ~ ~ ~ y i
~ / i _ i ~
RIVERS EDGE ~
/ , 58 ~ Y I ~ , ~ SUBDIVISION i~ Zoo 0 Zoo aoo soo y
i C r ~ ~ ~ ~ i
1 / ~ 59 1 ~ ~ ~ ~ ~ \ ~ ~ ~ ~ Scale: 1 " = 200'
,'1 ~ - ~ ~ ~ 1 / / ~ ~ 1 i \ ~ 1 \ /
i \ \ ~ ~ ~ 1 \ \
~ / V / I \ ~ ~ ~ ~ ~ \ \ ~ ~
/ ~ ~ A ~ / V ~ ~ 1 ~ 1 \
~ ~ \ 1 i , ~ HASE 2A ~ i ~ ~ ~ \ \ ~ ~ PRELIMINARY SUBDIVISION PLAT
~ ~ ~ ~ ~ ~ ~ ~ 683643 SF ~ ~ ~ ~ ~ ~ ~ \ ~ 15.694 AC ` ~ ~ 1 \ \ ~ ~ / ~ OF
' \ ~ I ~ \ 1 \ \
~ ~ ~ ~ 1 1 ~ ~ ~ I ~ 1 1
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A ~ ~ ~ i i I SANDY BRANCH ~ ~ ~
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~ I ~ ~ ~ I ~ ~ WINDERS TOWNSHIP, JOHNSTON COUNTY ~~r~a~`~'~
I - ~ ~ i ~ ~ ~9~a
I / ~ i' ~ \ ~ ~ NORTH CAROLINA
LEGEND SEPTEMBER 9, 2008 `I~'`~
\ \ / I i ~ ~ / II~~ J ~ p~~r'~A4~LI Y Rt jh 1, Q IPF IRON PIPE FOUND 1 Pr'~~t~,~';i-i
~ / I ~ ~ ~ L-_ 1 ~ ~ IPS IRON PIN SET
L / ~ ? CMF CONCRETE MONUMENT FOUND SURVEYED BY: O PKNF PARKER-KALON NAIL FOUND
~ ~ r ~ \ I f ~ ~ Proposed Joint Drivew~ ® PKNS PARKER-KALON NAIL SET T~~~ P 9 T T~~~ ,ed Joint Driveway Lots RRS RAILROAD SPIKE l~// , ®d~//L///7, /Ip/
\ ~ s CP COMPUTED POINT DRAWN BY: 9 P/P POWER POLE T.C.
\ \ I ~ o /ur occur nc wnv
~ \ ! + ~ S. F. SQUARE FEET
~ Ac ACRE CHECKED BY:
( s' ~ ~ r TM TAX AP 205 WEST MAIN STREET DB DEED BOOK CLAYTON, N.C. 27520 PB PLAT BOOK DRAWING NAME:
~ ` _ s PG eooK of MAPS NEaLDwQ.DwG TELEPHONE: [phone] som
LF LINEAR FEET FAX: [phone] OPW OVER HEAD POWER SURVEY DATE:
WIRE www.truelinesurveying.com 100 STREET ADDRESS
- - - LINES NOT SURVEYED JOB NO.
817.001