20110906 Ver 1_Site Plan_20111012

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~ V~~,~ CHARLES C. MEEKER ~
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Table of Copt nt • e s. o a,
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1 Titi h e S eet
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~ General t an No es d Construction Sequence ~ ,
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3 it S e Overnew ~ r,,,'^.
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4 E~sting Conditions
Erosion and Sediment Control and - ' dll
s Tr Pr ee otection Plan I ~I i
6 I,;',I - Sete Plan, Grading and Drainage , ~I ~ Nx~
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7 Proposed Channel Profile , , ~ ~ ~
8 throe h 11 T i al g yp c Cross Sections
12 Standard Details i f j j it ~ ~ ~I it ~ l~ ~ ~ A
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13 Landscaping Plan ~ F 4 ~ ~ /
14 throe h 15 Landsca in Details
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Plans Pre aced B : CAD File Path: Q: 99133 CARD OLD DEER r / /
/Plansheets
;oration/Stabilization
701 C6APDRATE CENTER DRIVE, 5t11TE 475, RALEIGH, NC 27607 919-854-626G 419-659-6259 Ifax)
it Site
r I11-54 V
~ ~ ~
APPR D sin
Storm Water Manager DATE
1
F R 0 CONSTRUCTIQN GRAPHIC SCALES
DEPARTMENT DATE SIGNATURE
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n~ve mcxa
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PLANTING, SEEDING AND MULCHII I U LC U N 4 s 12 ti
Vert, Profile

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V LAS SIFT ED STRE AM REA ~H >SIFIED UNaERCUT ~ w w
1. CC?NTRACTQ?R SHALL ~ ~01~ UCT A~Ifl LC}CATE ALL UQER~Rt3 Q UI~ EXCAVATI t~N ~TIt~N EMBA~lKMENT ~4RRC~W WASTE
UTILITIE P S UBLIC AMID C}R PRI ATE. BEF RE E E V {3 Cfl~ ~iC MELT C '1 r( W z
F C3 COi~STRU TI C ~N 1~~ ~
TOTAL 1350 ~ b85
bb5
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PINTS
STRUCTURE LCJCATIUN DATA
08g~4 ~ !8@P6PJ91B
PT NORTHIN G FASTING ELE ~y ~~F 'ING ELEV DEC STATION DESCRIPTION ~ ~""°p
1 777$24 210694$ 347. 948 347.1 BM #1 10+42
2 778213 2107271 362,;
271 362.38 BM #2 ROCK GRADE CONTROL VANE s~a~ ° 11+16 ROCK GRADE CONTROL VANE 03~7~~ a
A. Initial Site Preparation C. CQnstniction Sec Vence 1 .;I. a ; 11+~g ROCK GRADE CONTROL VANE
1. Schedule precoi~struction meeting. 2. Contact nurse and coordinate lent orders. 12+08 ROCK GRADE CONTROL VANE
p L Stream alignment 3. Stake construction limits, and clearing limits as shown on the Plans or as directed ; ~ U ~ , ~ a®ta ~~~~26j/ 12+83 ROCK GRADE CONTROL VANE
b the En me r Disturbed atea_ dra~n~n~ gym. t1.~ active c~anne[ shall pass thru ~.pp~~o}~riate erosion ; Y g e. « 13+05 ROCK GRADE CONTROL VANE ~ ti~
4, Instalt construction entrances tr sedimentation control measures prior to entering the active channel. The Method of ee protection fence/safety fence, and temporary ,
silt fence per the plans. Environmentally sensitive areas, tree roteciion areas Grad~n~ for Erosion C'oi~taol~~ detail shall be used to minimize ~edi~l~ent-laden rater p 13+43 ROCK GRADE CONTROL VANE ~ ~
and trees to be saved shall be fenced marked, andlor stakedCoordinate with enteriog the ?natural stream. Sediment um s may be used to re~1lo~~e sediment-laded ( p p a
Engineer), water that has infiltrated int:~ t!Ie construction areal darin7 con traction U•' . g s . (See Pumlm~
5. Prepare waste areas and staging & stockpiling areas. Use satetZ fence andlor detail.) ~t'ater from these de«atenng operations will be filtet~ed ~r~or to dischar ins into - l g~ temporary silt fence to demarcate boundaries. ~ the rta`taral channel. Th o ~ -
e _Id._ of constt~uct~on listed below ma~~ oe revised b; the b. If applicable, salvage and stockpile vegetation transplants. ('tit approval from En ineer to bet~er meet the needs of s ecific issues en, ~ a
„ . g p countered duuoa~ ~oitstruction. The Engineer prior to cutting trees greater than 4 an diameter. (Coordinate with order cif t}~e neu channel coy ;_r ' ~
a~tron and in-stream restructure ~s a~ t„llv«~s: Engineer).
7. Contractor to protect private sanitary sewer service from Dexter propzifi .
8, Perform clearing activities in areas necessary to install sediment and erosion 1. hlstall imper~~ious dike #3 an~i i mpervious dike #2 for a ptnlip around not to
control devices. exceed 2~0 feet. 9. Call Engineer to schedule stormwater site inspection befo~•e beginning site 2, Regin constructing new eha~~nel l~h~~een Sta. 13-ff l thru bra. I I+80. Grade
grading. both hays and i>»tall rock structures a~~d coir fabric.
10. Install sediment and erosion control devices. Ins r'n ~ _tali imper i _t,_ d~l.a #1 and remove Irnper~~irxis dike . ,B~~m pa~mp
11, Perform clearing activities in areas necessary to grade chanter) and install around v ~ i~tion ~t~l~een im rervic~us dike = 7 and #2 fo a nlm a
structures, Crrubbin aerations ma be limited r ~ 1 r ~ t around nit t~~ g 1 y to estrict the amount r r di;ttarbed e~cecd Zia feet.
area prior to installation of adequate sediment and erosion control deg ices (i.e, s_t, _ _ 4. Clrade channe'~. hC~~..etia Sta. l 1-80 th~1i Sta.) ll-f)Q install st~~cruresand coir
250 increments maximum). IT DATA
12, Install ro osed channel silt fence i~nediatel ~ after h fab_~ic. p p y cannel is dug. 13. Remove other debris from ~+ithin construction limits. Dispose of dehris 5. ~c~3~oti~e in~l~ertir~t,s ~..ike #I and imper~itnis dike ~2,
accoixling to the Project Manual nr as directed by Engineer 0~ • e
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Tl. Post-Stream Consti•uctian W i
CURS,' - F
B. General Channel Construction Locations with Pam in rvertin - ~ ~ g I. C}iice «~Jetation ha hewn established. re~7~o~ c all a' ' S HTI~P~ NAM ~ fi reins tn~n_ sedmlent and E EA~TIi~G 1QRTI TANGENT CURVEITANGEN ~ ~ NORTHING ~ 6 ERRING T LENGTH DELTA ANGLE ~ ~ ~
• erosion control de1r es tb[lowin a prove) oi~ Sediment and Erosion Cnntrol ~~-o'~ ~ ~ , ~ p 1C 3~~ POT 210x149.074 778?5! CHORD LENGTI~ RADIUS °
Within each segment, the follou~tn~f se~t~icnce will be followed; ins action. dismanrl -ra_rin and st~~ck ail e ~~reas. and re- rad~ aoi ~ ~ ' l ~ g f g ~ remove ira_~ 1 74 77815$.271 ; S 32' S3' 10.87" W 43.345 ~
1. Install erosion & sediment control measures and maintain. roads ar the directi:~n ~t te. En ineer. 0-`~ ~~5 2107 25,861 778; 2. g a~ 61 773'21,945 ~
2, Set up diversionpunlp. pining. and outlet pad. Z. Seed and mulch sra_~~rg areas, stockh~hn~~ areas haul roads. a~~ d ail remainin~~ 1~0-'7.80! C-1 R,A© 2107091. y 971 7x814: 71 778143.624 8.969 ~ 12° 54' 06.49" 8.942 40
3. Install sediment pump and sh~ecial stilling basin at location of do~s~nstrealli non-~eE~etated areas ~r~ia of the stream. 1C ~c~ PT 2107119.896 77811
impervious dike/silt screen, If downstream stll~cttire is a silt scrccil or other Rem~~e stidin,ent an i ~~~sion control meas~~n~es. 96 778114.986 ~
4, Cit rtri~ elect to retain a:~l o~. rt ofusahle L~orron. sed~ment catching device, the sediment pump ma}~ not be necessary. ~ - ~ a~ S 45' 43' 17.36" W 37.484
4. install a stream im erviaus dike at location indicated t , ~ 1'~-'.7.'35 p p I11de1 the C~17 t~h~tlln ~ I'C 210~~~~s238 7r8Ca~ V 38 778Go9.488 ~ ~
. V'e~getatian Iustallatian Sequence or shown on the plan and begin pumpingidiverting of the n7ainstreartt ' ~-26 855 ~r~.
G2 RAD 210~v52~294 7ioG9C flow. N 94 77aC90.967 18.255 34° 51' 49.45" 17.974
_ 1, AI] distiihrited lent' r<<:~- stabilized ,~.iTi-in fourteen ~ ` ~ .days with a ~i',-_5 e89 PT 2107057,21 ~&G61 5. h~stall downstream impervioti~ dike~silt screen at location indicated udder he ~ , 30 ~ 31 7%8661.371 ~
tempol~~r, ,~r i,ermancnt ~_rou~~.d cover. Construction S~e~uence and iniiiate pumping of sediment-laden titi~ater fi~on. 2. Install ~ennanellt ~l~ir i~ ~r, - t . -
] i _ -his work _~r~lude_ ~~1117ndscap~rr~. plantings, and construction area as needed. seedin~a ~ .ernlanenr~ „ ~ - '~~'-5~ 588 ~ n S 84` 35 06.40" 1 48.752
~ e~~_tt._~., repair)notdoirei--~.._n~i~nctton-~.,~.E~the Gener~i PC 2107vs3.625 7?8037 6. Construct the stream in tnaximu~lt ?~4-foot lengths. Within each ~~(?-~n~t ~ _ _ ~ _ ~5 778057.462
~t Channel Construchon . his will only be done a separate p.,ase if chanrlcl 1 `-65.101 C-3 'r.a R4D 21Qi~ ,0.332 778617 32 778617.414 14.969 -15° 19' 41,77" 10.928 41
construction length, the foilo~t,ln,~ u~ill he done: coiist~ti~coon rs done ~ ~ut~ide ,-,f the doirnant ~,.a,on and it is ~ ,ecifie re uest of - ~ q 1~;- ~0 5d3
a, Excavate and stockpile e~istine bed material to a depth of one fi~ot i~~u~ the Ens ~•:ee~~. ~ PT 210 ~~3.179 77}54 T9 778054..253
later lacement in the ne~sl~ constructed channel. P j S 65~ 16' 04.63" W 44.006
b Grade proposed strealrt to elevations specified in the profile, stc~cktilin« , I ~ i ~ C:, ~ 74 PC 206088.095 '78038 ~5 773038.093 ~ m o
all topsoih Construct from upstream to doa,~nstream or as directed br the z Q N W
12-' 2.309 RAD 2107r~03.157 778045. Engineer. _ i7 778045.395 6:055 -9° 12.56" 6.048 w ~ x ~ ~a'
'L-'w.2z9 PT 2148x8 c. install structures in locations as specified in the Plans rn as directed by 2.834 r ~ 8035 36 m v q a ~ w ~ •4 773035,11 f l ~ ~ ~
the En ineer. g
d. Re lace 4" to_soil. install seedin mule oir ~ ' ~ o p p g, h; and c flher mattrn~ _tl all S 55= 3T 52.07" Uh 32.354 ~ F ~
disturbed stream banks per the ~ ~r ~ ~ 12-6''3.784 ~ PC 21L~6945.249 7?8009. I Plans before movm~, onto the ne__t ; 0 y ,9 778009.406 ~ a
feet maximum consnlaction lem~[h, 12-63.434 G-5~ RAD 2~~06058.798 '77989. w 8 "7989.595
7, Perform ri in s readin~~ of topsoil, a~~" f ~ ~ -rr a PP g~ P p I Ilicattono fertrhzer ti~ad lane, dl~~~ i2~ X383 PT ~~Oo~~~.226 7~ 5.319 -12° 41' 56.55" 5.308 24 ~
8045. temporary and pertr~anent seeding, and t11t11ching operations in all other d isturbed 6 778045.943 ~ ~ ~ ~ i
areas flood lain stage and stock pile location rte ~l'or the reach ( p l ~ ) segment. ~ ~ m ~
8, The um in diverting st-stems and inn pervious dikes-s" p p g( ~ I ilt screens til~., l~ ~o a ~ f
relocated as necessa~~, ~^-~4 ~~~o~~ ~ 4G ~ 55' 55.52" W I 35.283 i ~ ~ a
o ..114 PG ~ ~ ~c~28.945 7,7992.' 9. Water may be diverted into the ne« 1ti~ constructed channel. Note: Water slta! 1 - 5 ~ ~ ~ 7992.741 x a.
752 O.8 RAD 2`:0690.909 777972.' n, ¢ 9 7%7972.307 ,38.787 ~ -74° 04'38.46° 36.141 30
not be diverted int~~ the newly Const~ticted channel until structures and cc~it ii'oe~~ 1~-2ti.9t11 PT 2'~.G5925.234 777956.'
matting have been installed.) ~ ~%%956.791
10. ht locations that existing chaiu~el Is to be abandoned, fill the existing abandr~lled S 3' ° 08' 42.95" E 38.998 ~ ~
ch nn 1 im afiter c~,• r , ~ , _ ~ a e med~ately ate dite~T~d into the ne~al~ c~,n. tr~ucted channel. i3 447 PC ~°09~ .,5.86 939., "'7939.247 ~
11, Unless construction is outside the dormant season, install. ~I~rnlanent plantin~~~ _
This work includes all landsca in ~1~ e ,3 ,-.557 O-7 RAD 2'~58~9'1.896 g p c7ClttCigS, and ~e~d10~. ~ Se Ill~ili ~~~2~.' r` r ~ 771'924.725 ; 8.163 ~ 16° 42' 11.31" 8.184 p 28 ~ a
construction isoutside the dormant season. plant rmaneait vegetation accordinJ '6-5` oQ9 ~ PT 1'G6~u39.011 ?77931•; 1 1~ i ~%7931.748 ~ ~ z
to "Ve elation InstalIation'' belo~r~. ' 4° 26' 31.64" ~ 104.464 ~
3-c' .380 POT 2' C~c- 9.44
8 , 7922.E ~ ~ ~ 7'7922.246
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i'' ° + ~ ~ RED MAPLE 3W ~-C~NABERRK-NN- P NUP POPLAR 291N , f ~ ~ l f ~F ~ _ NOP POPLAR LOIN Q iVUP POPLAR 461N ~ ~-flTU~PdPLARa9I~l 1" YIHITE pAK 21N ~ I i i.t i~~~~Pf~ r >I 1 _ F ~ • r 5'WEEtGUM 91N'RED ML~PLE IUIN " ~y, l ,ice
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SWEEfGUM 51N ~ _ O 0 ~ _ _ ( LOBLOLLY PIME 131N , IRONWOOD 4IN REDMAPLE-2~IN^- - + ~ iJO OPLKrAIN - nR-D OgK'71N LOBLOLLY PINE 15IN _ ~ ~ ~ ~ ~ 6WEEfOUM 7m /~r - ~ IRONWOOD 5M { 1 _ I l ~ ~ 7BL LL~ + ~ y... _ rf ~ r ! _ - .--f ~ ~ ~'iULlPP fidPY _ _-.".kEDUAPLE 41N
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t r r ! 1 ~ - 1~ 1 NUP POPLAR 79N . ~ _ - I SVJ~fGUM 19N /T~14 { ~ P ° ` 1L ~ OOD 3IN $WEETGUM 141N ! ' T IP PGPU ZON ~ ~ - LOBLGLLY `lJ (~}.LpglpL~^ (~y~'}~~ l i fGUM 19N ~ IRONWOOD tOA ESTINUNK 161N ~ ~ ~ I ~ PINEttIPY TULIP ~J PI~121N ~ ~.p-- fff ! r ~ Lr ~ELOLLY PINE 57N ~ r ~ !I
r F~ ~ ~ ~ IRONWOOD bIN j DOGWOOD MN ~ J Q j ~ 1' t F.E„Nv171F 10[N RED MAE~:- 2 ~J _ r, r''r I I,cOM1'WGGD 3^J ~ f~~, + DOGWOOD MN ~ - F'tf MIFFpPLAR 9RJ.`1 RED MAPLE BRJ POPLAR &IN S E M 41 : n r ~ ~ sw, cuM aIN edeLoL ~ W , f U~ r i ~ ~ ~ EEr w~ ~ (1 N,~ J t~ 1 r
~ R~OI~D % ~ 'NLIPP a . r ~ 2~ Y e!, 4° JN R f f HICKOR tee'. j. ~ ED MAPLE ~N REDMAP4E ltIN1 ~'REDfAPP.~ IV _ G D 4IN l .I_ ~ , rF3 ; { + +
? ~1 - "T UNK31N JI ''y .'T; rV, SOURWOOD 51N , ~ ~ ~ y-' SI 1- _ G ' ~ P~11NUS ¢RNAM:~r~+tl SIN?~" ~ i ~ , t ~ , ~ 1~8LGLLY PBJE'9~ ~ . ~ ! r'ti I, ! t III ~ + ~ . I ~ BI,OILY PINE li0 ~ ~ ~ +
r / (C'. BLACK HERRY SRd ~ + .1 ~ ~ ~~V..JJ ' ~ 'T I~ J~I,r ~ ' ~ t C. i ~ iIN.kPPOPLAR 1pN SW 16IN @IACKCNERRY 3IN ~ $WE 'y - ; °SWEEtGQM BR4 SWEETOUM 2pN ,.r ~ ~ - Loa~oLL -nElsrr, $w~D`GUM IAN ~ i~ ~di.1~a WE t ~ 1 ` ~ 1 LpE LLYP~JE1 LO ~ 7 _ ~ LP ( 1 f ) ;'1'1 : ~ ~
- ~ ' ' A BLACK CHERRY 5 , .,Qy i 1 t i IRONWOOD 51N SWEEfGUM 161N ~ , ~Q ~ 1 l ~ ( ~ i ~ 1! f f }t 4 r )r 4 ~ ~-1 K7~LOL}Y PIN6r 61N ' ~ ,l f r r 1~ ~ ~ 7 ~
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7 j ~ >r ~ l{~L~L4Y PINE 91N r 11 t7 Q ~ r ~ i)) 1 N
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Existin Ed a of Pavement L: , ~ ~r - ~ - _ _ ' / i ' ~ F ~ r' r1 ~ +r 1l
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Sanitary Sewer Cleanout C~ r r, ~ ~ W
IJPG Sanita ~ ry Sewer lme u ~ ~ v ~ 1
Uti Water Line - - - ! i? ZQ 1 ~ ,+h' ~ I ~ ~ ~ h~ w 1 J v ! um
Existing Neuse Buffer Zone 1 (30'J - BZ 1- `_l ~ Q Ol
1 !((`~~""'111 ~ i ~r i ~ i'"_!r ~ ~
Existing Neuse Buffer Zone 2 ~2Q'~ - BZ 2- ~r I I f 1 i ~ O t 1 ~ ray r ~ ~i \ ~ ~ ~ 3 ~ _ r
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Survey .Benchmark r~~ ~i~~g~ I ~ .
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Existing Structures (From Wake County GIS ) SHEET OF
15

LEGEND
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Existing Easement L _x._---x-x- ,~v~ GRAPHIC SCALE
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0 ~ , Location : . ?rE6 ~ ~ ~~t I FsaAmsa€~gaas
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Pie 1 ~ Existing Mmor p ~ ~ SEE DETAIL f k~ ( P t ~ ~ , i \t i ~ p ~ ~ ( r i
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r t TYP. SEE ~tETAIL 12 ' Woke County Gf5) ( ~ SA~E~ FENCE ~ ~ `~,y I' t" r i. i i ~ ~ i
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~ 1L ~ ~ ~ a, ~ t~~; STACKED ULDE , ~ y 'J r f
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9 SEE DETAIL ~ ~ aMV~ ~ ~ , 1,, r'~;`~~~
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/ ~ ~ LIMITS OF r DISTURBANCE s. ~ e ~r ' , ~ f ~-v !~j~~~' ~ r , ~ A ,t
Property Line `i ; .f ~ SEE DETAIL', - RELOCATE ~ TRANSITION TO 9 i f ~ ~ ~ t ~ ~ , ~ ~ ~ ~ ELOCATE / ~ ~ 0~' DI~~ f _ j ry' I ~ ~ a
Existin Iran Pin ~ r / , ~~-8001 `I~YPICAL ~ Eo EXISTING (MIN - 50 j ~ 1 ~ SWING SET WING SET ~trj ~,s,; r ~ ~ ' ~ ~ ~ ~ ~ ~ ,~I'i~'~~_ u o o a
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r _ Existing Right of Way Line - f ~ - _ - ~ f, rr r /i 1' 'rte j~, l r r; r ' ; _ TRANSITION T4 t` ;~r r ~ ~ 'Y ~ i ° w a
EXISTIN,~ (MIN 5D'~ ~ ~ t~ ~ a a
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Existing Edge of Pavement ' ; ~ - ' ,,,r-''f' (9 _ SEWER EASEMENT
Existin Curb _ DURI G CO T. ~ _ - ~ONST. - ~ ~ _ - i C i
Stream ar Body of Water - ~ ° ' R n
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c F N Pedestal ?
- - - -7V- ~ NOTE: lLG N Cable ~ ~,h ~1_ ~ ~ t r - w X
~~.~7~~ ~ ~ STAGE AND STOCKPILE AREA TO BE LOCATED Utility Pale ~ ~ i y~ - ~F ~ . WITHIN LIMITS OF DISTURBANCE ON SOUTH ~,=~E ~ a
- ~ _ lV'G Gas line , SIDE OF STREAM. _ r _ b'" ~ 1 II~~II ~n \ f ~ ~ ~ V ~
Sanita Sewer Manhole Qe - ~ , ~ , ~ z ~
~ ~ ~ - , ~ ~ al,? ~ ;r ~ ~ ~Ci,..,~ ~ i ti w _ Sanitary Sewer Cleanout p c,,: F ~ ~ f ~ ~ ~ t ~ y ~
I i ' ~ r 1 ~ (ti f ! ~ rr T , 1_° ~ ~C t ~r,.t ~ t ~ ~ ~ ' o d I~; w ~
tYG Sanitary Sewer Lina 5: ; r-ii"r~ ~ i 1 ~ ~ ~ U W
lVG Water Line - - - } ( r M W 01 1
Existin Neuse Buffer Zane 1 34' - BZ 1- 9 I f ~ ~ 4 ,r /i I q ~ - r j ~ ^W O a
Existing Neuse Buffer Zane 2 (?4') - - V~f"°""~m,,~ BZ ~ ROCK GRADE . j _J'.' o C_n~-~ ~ ~
Tree Location 0 LIMITS OF CONTROL VANE r
DISTURBANCE r . a. ~
Survey Benchmark
E7risfinn Cnntnun; ~T
FILL AREA PREFORMED SCOUR HOLE t
Existing Minor Pipe - GRADING PLAN NOTES:
Proposed Major Contour 1. INSTALL EROSION CONTROL MEASURES. E SHEET OF
2. ALL NEW GRADING SHALL MEET EXISTING GRADES CHANNEL PLUG TEMPORARY CONSTRUCTION EASEMENT Existing Structures (Pram Wake County GISj WITH SMOOTH TRANSITIONS.
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E XISTING GROUND
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USE 1:1 SLOPE pN
LEFT BANK FRpM
STATIONS 11 + 70 Tp 12 + 00 ge~6 8910@i6mRR
BANKFULL CONSTRUCT STACKED
BOULDER WALL / STAGE , ~ ~ ?
~S S) 1 EE DETAIL r ~ r 3
~ ~ ~
o
PLACE STONE ALONG CHANNEL 1 ~ BaTT~ (SIN SIZE o.s ~ O.3
3' BANKFULL BENCH (TYP.) U
SEE GRADING PLAN FOR
WIDTHS
1
8
= THALWEG LOCATION ~ ~
0
SE FROM TATIONS 1 +OO T 13+61 U S O 0 N , .
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BANKFULL / w m~ / ~ ~Q
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r , CONSTRUCT STACKED ~ 2.0 x ¢ x ~ a
Bp LDER ALL 4 U W ~ .6 ~r ~
(SEE DETAILSy
~ U
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FOR FLOODPLAIN GRADING LIMITS ~ o
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NOTE: MIRROR SECTION FpR LEFT MEANDERS J 0
r a4 N
= THALWEG LOCATION V ~ Wq i- N
~ N ~m W~
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USE FROM STATIONS 10+04 TO 13+61 O {mil F
~r T~ WN Vm
wm_ H ~ m a
0 a
0 v
0 r
SHEET LOF
8

1.0 FT MIN ~ z w
S~ WIDTH OF PROPOSED CHANNEL BASEFLOW F w w
a FLOW ~ N m ~
I FILTER FABRIC w z
HEaDeR ROCK FOR DRAINAGE PR0 i / STR i SGOUR _ Q PROPOSED
STREAMBED ELEV. HEADER RO~GR~,,,~001'~,,.~.~`" PROPOSED
~ d~ STREAMBED ELEV.
#57 S ~ FILTER FA DRAINAGE ~ TO BOTTOM #57 STONE Q
FOOTER ROCK w
'ICIER FABRIC FOR DEPTH OF SCOUR POOL TO EQUAL Q m
)RAINAGE TO EXTEND STRUCTURE STONE, CLASS A MAX POOL DEPTH. SEE PROFILE FOR
'O BOTTOM OF TO FILL VOIDS BETWEEN BOULDERS ELEVATION DATA.
I I WING LENGTH iq~ FOOTER RO 25° YVING / APPROXIMATE LENGTH ~OOTER ROCK
S ANG E FLOW i SILL ROCKS ALONG CENTERLINE 12.6 NOTES:
~8~g10p09PPpp
J~ ~ / I WING RISE p g' HEADER, FOOTER, AND SILL ROCKS TO BE ,a>'.~ p'=a,
i y STRUCTURE STONE, 24"-3G"CLASS BOULDER. ~'~a~~~~Er°~'°:
PROFILE VIEW
~ ~ AT THE DISCRETION OF THE DESIGNER SURGE fu STONE MAY BE USED IN LIEU OF #57 TONE AND ~ ~E~~
d 4 CLASS 'A' USED TO FILL VOIDS. f
i 3 ' I .
TOP OF BANK 4~ / ~ WING 9a rye
0 gpA®PIpP9 B'~~~ {~®B~
y I ~ TOP OF BANK
SILL ROCKS SHALL BE SET BELOW BANKFULL ELEVATION TO PREVENT WATER FROM CUTTING AROUND STRUCTURE ~ ~ti,
h
1' INSIDE ti
~ / I SET HEADER T HEADER ROCK AT BASE FLOW BETWEEN MEANDER BEND a
/ i PROPOSED BE OPOSED BED ELEVATION ELEVATION ROCKS o tVARIES)
- - ~
_ - i ~ - i _ I~=1 I ~ ~ _ I~ I ~ I I~ I ~~1 ~ ~ r'
i
i / i TOE OF BANK I ~
0.5' OUTSIDE
MEANDER BEND ~ ~ ~
`
1 PROPOSED STRE SILL ROCKS ELEVATION )SED STREAM BED I i
~TION FOOTER ROCKS WILL BE PLACED INTO ~
1 ROCK GRADE CONTROL VANE THE EXISTING SUBSTRATE A MINIMUM
CROSS SECTION OF THE ROCK DIAMETER ~ ~ W
v~
PLAN VIEW ~ SCALE: NTS
~
~ ~ ~ ~
2ND TEIR OF STONES ~ ~
~ ~ ~
1ST TEIR OF STONES ~ ~ ~
q' MIN
EXISTING BANKLINE TRANSITION WITH RIPRAP

=1I I-II I -1I' ~ 0
5$ ROCKS SHALL BE ANGULAR O C
~ MIN, q. ~ ~
i ~ r ,yqX MIN. 3" SETBA 6" TOPSOIL ~ 3" SETBACK FACE OF STACKED TOE OF BANK ~ ~ m x p
BOULDER WALL SHOULD ~ ~ "
BE RELATIVELY SMOOTH ~ ~ a
O0~ ~oQC w
- 00 o~n~0~ o ~i
OOOG~QaOO 2~ STREAM BED INVERT A
~
~~~C~ oco i i FLOW ~ ~ Q Q z
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OOo OQ ~~o ~O ~
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~~00~00° o0 0 0
EXISTING STREAM BANK OQ ~oO~O~ Q° 0
~O ~~Oo o~,C`
o Q
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TOE RIPRAP N a U
POROUS BACKFILL FOOTER STONE AT OR BELOW Z S C7
(#57 STONE) STREAM BED INVERT FILTER FABRIC W X v aw
W m
Pip lY fV W4 r~
NOTE: ~m wm
PLAN ~ ~m ~o
SECTION STANDARD BOULDER SIZE IS 4'(L) X 3'(W) X 2'(H)
ZP V ~
W ~ t/'J'1, r m
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SHEET OF
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. . . . - - - - - - -

~ IMPERVIOUS 0 PERVIOUS DIKE (SAND BAG TYPE SHOWN}
J
PROPOSED PROPOSED 24" CPP
o~ STRUCTURAL STONE, U ~ NOTES. 250' MAX .
~ CLASS I ~ p 0 o ~
~..J po ~ ~ a ~ ~ p
~ ~ 1. THE STRUCTURE SHALL BE USED FOR DIVERTING PROPOSED 24" CPP ~ N ~ ~
AND PUMPING ONLY. THE STRUCTURE SHALL BE C> d Q
RELOCATED OR REMOVED ONCE PUMPINGIDIVERTING FLOW
IS COMPLETE.
' 2. EITHER TYPE OF IMPERVIOUS DIKE SANDBAG OR " fl~c~
' ' ' ~ ( PROPOSED CHANNE - - STONE MAY BE USED.
-CHANNEL
' EXISTII SEDIMENT CONTROL STONE EXISTTNG BOTTOM F
TOP OF BANK (#57 STONE) CHANNEI BASE OF STR CHANNEL A ~ ~ ~ d~
~ SECTION PIPE DIVERSION PROFILE a z
14'
00000616&Iglppe
3 MIN. t F! ~ ~oe~E.S1~af~r
TOP OF BANK 2 -0 MIN. NOTE: NOTE: m ~°s ~m
1 MIN.2 CHANNEL SHALL BE MATTED WITH COIR FIBER MATTINi FLOW FLOW .R MATTING (SEE DETAIL} - - SEAL
= ? PRIOR TO THE CLOSE OF EACH WORK DAY. PIPE MUST HAVE POSITIVE DRAINAGE WHEN USING e G35a24
1 -6 MIN. 2 DIVERSION (0.3~s TO 2.O~S PIPE SLOPE IS RECOMMENDED) ~ s o~~a~l l~~ wm°,~°
p 1 1 I- J VARIES °4
a a 1 MIN p SEDIMENT CONTROL ~ ®atsra ¢~c6~d~~
Q - C~ Z 4~~J~~II
pa pa pa STONE(#57 STONE) - p p 0 p t7p STRUCTURAL STONE, 0 p p p
CLASS I CQNSTRUGTI4N AREA (250' MAX) ~ ~
IMPERVIOUS FABRIC I (Lacat~on Varies Within the Pump Around Area} ~ ,~i
STREAM BED OUTFACE ONTO STRUCTURE ~ Cd?
STONE, CLASS 'B' OR BEDROCK o
1 IMPERVIOUS DIKE IMPERVIOUS DIKE
SEE DETAIL 9 RF
SECURE IMPERVIOUS FABRIC
UNDER TOP LAYER OF SANDBAGS
IMPERVIOUS
FABRIC 2' MAN. SANDBAGS 'y. o ~ ~ 0
CLASS B
STONE ° fs ~ a f
' o i ° t C
FLOW 8' MIN. 0 p a
A ~ ~ e•
~ 9 q
SANDBAGS 3 MIN. ~ ~ ~ I~
CHANNEL BOTTOM SECURE IMPERVIOUS CHANNEL. 6 [ F ~ ~j
FABRIC WITH CLASS B STONE E , ~ ~ F~1
® ~
a ~
SPECIAL STILLING BASIN 2 ~ ~ ~ ~
SEE DETAIL , 9 ~ ~ ~ SEDIMENT PUMP ~ ~ ~
AS REQUIRED ~j
A W w~~~ s b~ a e r e r ~ I
- MAIN PUMP
BASEFLOW ( )
PUMP-AROUND/PIPE DIVERSION
SCALE: NTS
1 SCALE: NTS
WATER SURFACE v z ACE
o H'Q ~ F~- GRADE POINT QINT
Z . STRUCTURE STONE, CLASS BOULDER ~ o
pN~~ H~=U o A ~w
w mu a w w
2•nzDm Ht5`~Os ~ a t~ ~ Q' U rn
zN~°~ Stream Bank ~~~zu u~ ~i N x
. ~pH ~ GRADE POINT o w a
y ~ Special Stilling Basin , z ,N 1 ~ y w
H V H N CAa ~ , ~p a PROPOSED w
~ ~ ~ Existin Terrain 1 g STREAMBED U
~
~ STRUCTURE STONE, ~ ~ d
CLASS A ~z w w
61 O ~ a ~
MIN. 8 OZ NON-WOVEN 1 lEN ~ a a ~
y m s. ~7 . w ~ ~c z GEOTEXTILE FABRIC ~o~ ~
R1 r ~ N STRUCTURE STONE,
c~ ~ t c~ Q ~--i z 1 1 ~ ~ CLASS A
~ 15.4` to 24.4' ~
r to " q t~ ~ I ac z PROFILE VIEW
~ z ~ N ~ of o
N l~ l OC J N
r~ ¢N r° °1- z V Z
No j L_ ~ ~ 8 of Sediment Control Stone ~ w x 0
5i D ~ J aw ~ " W F u~i
H Fi~.ter Fabric Q ~ Z ~ N ~ N v ~ W Q
Hv ~ ~0 ('y f0
~ J W d Doc~C ~o zo. ~ C~ C lJ V V" A,Jt1 LJ l1" ~ ~ Q ~fO N m
z~ ~sn a o~ ~U°~~~~° ~a°C~ oQo~ oC~oc~o ~o Qa o o ~ o0 a
o Qa ~ ~Oa 0oo~oDoO~,QO o a~a°~0 °o w p~ qo© A
Note: Provide Stabilized Outlet to Streambank w~
Plot To Scale a 0 a
tt r o
SHEET 1 OF 1 SHEET 1 QF i ~rw, U ~Y1 ~
IVdV. 06 1630. t}6
PLAN VIEW
ESPECIAL STILLING BASIN 4 4 STONE STEP POOL SHEET OF
1 O SCALE: NTS 1 1 jo SCALE: NTS 10 1
- - - - - - -

50" MAX . 54' MAX .
TOP OF g
ow
FLpW STAKE DETAI L h °o ~ z w
A A 2 IN. x 2 IN. (NOMINAL]
¦ ¦ ¦ WOODEN STAKE 9~2 ~ ~ RIFpc~ 4~ a uwi rWn o
1 IN. U u~ a m
~ ¦ ¦ Q° w z a P L - - - P~,,~ `
w ~ ~ ~ ~:l - M ~ n "yY ,
~ ~ ~IO~ TRANSITION ~~~?Q~° R
~ ' X HARDWOOD STAKES 2 IN - ~ > 2.5 ~ 1~~ R1FF~F ~~~SI 1pFGF l
x, TYPICAL 2 IN. ¦ ¦ 5- ~ '
¦ ¦
r q ~
° ~ Ew- In ~ co
~
B TRENCH NOTE: -TRENCH
PLAN VIEW TOE F BANK MAXIMUM SINGLE LENGTH OF MATTING IS 10O . O STREAM BOTTOM ~Ns~~~ ~ RANSITIfl ~ z - - P i.
OVERLAP. UPSTREAM FABRIC o~' 9TF~ Qti~~
OVER DOWNSTREAM FABRIC ~F ~6ypk 119di9jdAB3
AT SEAMS OVERLAP UPSTREAM FABRIC
MATTING BA KFILL BACKFILL C OVER DOWNSTREAM FABRIC
MATE MATTING MATERIAL AT SE MS RIAL
$ SEAS
=11= _ - = I - _ , IN. (min.] Nc NOTES: r `~f A
TAK STAKE
1 ? " 1. SEE SPECIAL PROVISION FOR MATTING TIE DOWN AND OVERLAP SPECIFICATIONS. MATTING
50 MIN. 5fl MIN. -SEAM KEYED IN COIR FABRIC (TYPj 2. 2. MATTING SHALL BE COIR FIBER MATTING AND SHALL BE BIODEGRADABLE, s'° i;;a~go,++°
INCLUDING TWINE, FILLER, AND BONDING MATERIAL. ~~I
3 3. AREAS IN BETWEEN LABELED FEATURES ARE TRANSITIDN AREAS. ~ ~1~
COIR FABRIC HARDWOOD STAK TYPICAL THE AREA BETWEEN THE CONCURRENT RIFFLE CR055-SECTIONS ARE ~ ~ ~ r
BASEFLOW CONSIDERED THE RIFFLE SECTION.
COIR FABRIC FOLDED OVER 5 ELEVATION 5. THE AREA BETWEEN THE DOWN5TREAM RIFFLE AND RUN GROSS- O
FLOW bn SECTION IS CONSIDERED THE RUN SECTION.
l SECTIQN A-A s~ 6. THE AREA BETWEEN THE RUN AND GLIDE CR05S-SECTION IS ~
= - - - - - - CONSIDERED THE POOL SECTION. ~
- - - - 2 b'~ ~ 7. THE AREA BETWEEN THE GLIDE AND THE UPSTREAM RIFFLE
CROSS-SECTION IS CONSIDERED THE GLIDE SECTION. ~
B. SEE DETAIL 8, PAGE 11 FOR INSTALLATION DETAILS.
KEYED IN C IR r O
SECTIQN B-B FABRIC (TYPj
L E- C (~S UP VIEW OF STAKING
NOTES:
TYPICAL MATTING LOCATION
Q
1. BANKS SHALL BE SEEDED PRIOR Tp PLACEMENT OF MATTIN . G 3 & STANDARD PLAN LAYOUT ~ ~ ,e
2. ALL pUTSIDE EDGES F IR FABRI HALL BE KEY O CO S S ED IN.
SCALE: NT"~ I 1 ~ SCALE: NTS ~
~a
MATCH PROPOSE[ I PROPOSED
CHANNEL CROSS• IEL CROSS- ~ ~ ~ ~
SECTION 0 N ~ ~ ~
PLAN MEIN VARIES (MIN 15 ~ EXISTING ~ ~ ~
CHANNEL ~
PROPOSED BOTTOM ~ ~ p~
BANKFULL ELEVATION
V
er e ~ o Re or~ceme Install level and flush r
`n PSRM with natural ground. Pipe or Ditch _ _ -
putlet 1' MIN. 1' MIN. 1' MIN.
6" MIN.OF
A: A TOPSOIL
PROPOSED IMPERVIOUS SELECT
CHANNEL COIR MATTING MATERIAL ~ ~ a
BOTTOM ON TOP OF TOPSOIL z ~ ~ ~ ~
SECTION A-A NOTES: ~ m ~ ~ Q
S uare Preformed q ~
Scour Hole (PSHj in ~ p j .n 1. 90~ COMPACTION RATE IS REQUIRED ~ w a
r (Rip Rap in B= 4 FT . a aiy ON .CHANNEL PLUG OR AS APPROVED BY a
basin not shown
for clarit D= 2 FT . Y) THE ENGINEER.
S w' iv B 2. SIDE SLOPE THAT IS ADJACENT TO ~ ~
W= 4 FT. ras s in al io PROPOSED STREAM NEEDS TO MATCH ~ o ~ p ~
d= O.3 F PROPOSED CROSSSECTION TN THAT ~ ~ ~ ~ o
2: 2:1 A REGION. ~ ~ a
A R FLA R FLATTER 2;1 ~
EXISTING 3. THIS STRUCTURE SHALL BE PLACED
SECTION A-A
CHANNEL AS DIRECTED BY THE ENGINEER.
MATCH PROPOSED
F. HANNEL R ~ C C OSS-
11 ~ Pipe or Ditch SECTION DIMENSIONS
1~a Outlet pgRM NOTE: EXISTING CHANNEL ~
U B 4• WIDTH VARIES 4' PROPOSED N J 2 ~/`I'11 2
"min ~ Natural aQ o~ BANKFUL a
•r ~ Ground ©oaooooaoooo 1. FILL SCOUR HOLE WITH BOULDERS. p ~
r a IMPERVIOUS SELECT _________ELEVATION A FN
1 tUCk PROPOSED Liner: Class A Rsp Rap g ROPOSED W~ MATERIAL EXISTING VARr m ~
CHANNEL (Thickness to be determined) with Filter Fabric ;HANNEL CHANNEL +
IMPERVIOUS SELECT °o
EXI TIN PLAN VIEW OF S C :XISTING CHANNEL WITH CHANNEL PLUG BOTTOM MATERIAL ~N 1, ~ ~m
W~ Q
0 a tt
H o
SECTION B-B ~
2
11 _ NQniniFi pi ~~r,
bUALt N I ZJ V401 of uing vm~m~ 1 `OVA
1 1 SCALE: NTS SHEET OF
11 15

TE : NO S
NDITIONS WHERE PF * 1. FOR CO FOR REPAIR OF SILT i WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS { HOWEVER FLOW SHALL NOT RUN PARALLEL
FEN E AND DESIGN EN E FAILURES USE WITH THE C F C !D DESIGN CRITERIA.
LT FENCE NEED; No. 57 WASHED STONE. 2. END OF SI :NGE NEEDS TO BE TURNED UPHILL. o w w a ~ ~ o
R AN HOR WHEN SILT FO G 3. SEE N.C. STATE DENR PRA DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. ~ " W N ~ ~
FENCE IS PROTECTING FOR CONDITIONS WHERE PRACT] :RE PRACTICE APPLIES; PLANNING CONSIDERATIONS. Q
CATCH BASIN.
WARNING SIGN DETAIL g~
>n
VARIABLE AS DIRECTED BY THE ENGINEER A m ~
I I
STEEL POST ~ ; ~ 'i
WOVEN WIRE FABRIC ~ I t 33 0
I SILT FENCE GEOTEXTILE FABRIC - ,
z ~
r a ~ ®a~4raaoaa,,g,
H MIN . 10 GA . Y x,~~~ ay ~ ~42N. f2-112 GA. a W~~ 4~~8d~~~t a~ a~~~SSBQ~~,~',.
° ~ FiLL SLOPE LINE WIRES ~ ERMEi3IATE ~ ~ ~ . INT
C7 Z WIRES ~a
3-I , ~ ~ ` g SILT FENCE FABR C SEAL m
ALLED TO SECOND INST
GRADE N WIRE FROM TOP a ~d ~
c~ GRADE °@°'
I~ I 1=1 I I- -i i - g'ddde88-I'P88" q~i~;~iotl
II ~ _ _ _ _ - _ -I;~ - - - - - = - _ _ _ - =11111=~) _ II _ ~ - I_II-IIIII III IIIII _ _ _ Illl-IIIII I III) 1111 III III fllll_III 1411I-IIIII : ~1 I I IIII llll IIII .III IIII 11 II
o =1I II_T 6 MIN. COVER = = IIIII =IIIII ~o~~~~
rli OVER SKIRT * _ - - IIIII - IIIII - r~ ~ '
III = .III r, - = -
III EXTEND WIRE 6 MIN. INTO TRENCH = _ _II - _
- R KIRT AS - = IIIII III AND ANGHO S _ IIII -
=!I-1= BY ENGINEER * - _ _ DIRECTED = 11111.. _ IIIII -
_ - IIIII = IIIII FRONT VIEW U
'IIII = '~!I! DE VIEW SI
SCALE: NTS
~
rr
NOTES:
50' MIN.
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP ~ ^ ~ ~
BUT SUFFICIENT T f TO KEEP ~ ~ ~ TO ENSURE CONSTRUCTION ENTRANCE IS USED. ~ r•i w
.M rr SEDIMENT ON SITE TREE PROTECTION AREA U SITE ~ ~ ~.y ~
18 1
00 0 00 0 0 000 0 0°000 00o ao oa a0 0 0 oa
r O° °00°° °D 0o O0o X00 ° tJ oG DO NOT ENTER g MAX, ° °0 00 0 0 00 0 0 0 ° 00 ~ o 000 o C ~o o ~ ° 00 0 0 0 ° 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT r ~ ~ ~ O D 000 0 ~ O o O ~°o O THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
o O VARIABLE AS DIRECTED BY THE ENGINEER o0
IL °o WARNING SIGN DETA WARNING SIGN c~ o r o Q°a OVER THE STONE; THEN THE TIRES OF THE ~ ~ ~
z } o ° 2rr _ 3' STONE Td BE US ~ H Q 00 TO B E USED o ~ VEHICLE MUST BE WASHED BEFORE ENTERING THE ~ ~
1 ~ ~ o T NE OR ~ o (SURGES O ONE o o PUBLIC ROAD.
~ MIN. 12-1/2 GA. 4 ° o
TREE PROTECTION AREA x o ° o o RAILROAD BALAST ) INTERMEDIATE ~ 0 w o 0 ALAST ~ Oo oQ 12' MIN V
~ 00 IRES o 0
MIN. 10 GA. ° ° 0 0 0 i DO NOT ENTER o0 0 o c o °o °oo 000 O 3. IF A PROJECT CONTINUES TO PULL MUD ANO DEBRIS
LINE WIRES I o 0 0000000 0 0 0°°°° °Q X000 O O~ 00 Q00 000 0000 O O
°oo ° ° 000° oo0c 00 0 0 00000 0000 0 0 0 ° O O O o o °O ON TO THE PUBLIC ROAD, THE GOVERNING.AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
~r , RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
GRADE RESPONSIBILITY FORM.
m
L z o Q ~ W ~ ~
- - - - - - - _ - - -11116 4. MAXIMUM SLOPE OF CONSTRUCTION ENTRANCE SHALL ~ W m ~ ~ p a w
_ - - - ~ - =1 = =I = _ =1 =1 -Il111=IIIII=IIIII=IIIII= h -t -I1~ ~ . .Ii. IIII IIIII II Ill!! IIII IIII I IIII IIII III IINI ~I NOT EXCEED 10~a. ~ ~ ~ ~ . u~
_ ~ IIl - IIIII N ~ ~
- tl 111 IIII d ~ W 0.
W
- = - GRANGE. UV RESISTANT NEW CONSTRUCTION w Q
IIIII - N LE STRENGTH HIGH TE SI IIIII U
III = - L STEEL POST = FADE FABRIC TYPICAL = III = I1 POLY BARR C ~ )
WOVEN WIRE FABRIC '~i) = 'illl EXISTING ROADWAY I 35' MIN. 15' MIN. ~ ~ ~ p Q p ~ W W
WARNING SIGN 0 U a ~
V RESISTANT ORANGE, U 0 0 O 0 0 0 OD O O 00 O 00 w w
- TRENGTH NIGH TENSILE S 00000 00 00000 00 n a _ OOOO °O °O0 a0a p0 - ~ 12 MIN.
I TYPICAL 99pp 9pO pp pp POLY BARRICADE FABR C ( ~ Op p pQp p bO bbbbb b bb bb bQOa 0000Oap o0 000 0 0o a 000000 00 0 0 00
FRONT VIEW 6" MIN. apa 90 09 9 0 ap g699 ~ ~j 9~Opp90 Epp oaboQOQbbb8000 0 00 000 0 0 0Q0~0 ~0000000aa 000 0000 00000~a0 O DO I _ bbobbb ° boo O a 000 000 O O O 00 O O 00 O 00 O a O 00 D 00 O O O
~ = ' l = _ ' ~ I- I I- l 1
H - g - I_ II _ 1
1
N 1- a I I- FABRIC UNDER STONE M..I
M
I~ I I~ I II = =i ~ i= =T'- -11 III i,l H Wx 0
I I I I1=_~_~I ~I -III-III ~,I ~ N ~a
~ I ~IIT NOTES: N~ WQ
' I.I~Ii'I NG SIGNS TO BE MADE OF DURABLE WEATHERPROOF MATERIAL. 1. WARNI =m w~
~ III ER TO BE 3" HIGH MINIMUM CLEARLY LEGIBLE AND SPACED AS DETAILED. .III ~ 2. LETT S 00 ~ o
I II 3. SIGNS SHALL. BE PLACED AT 5C` MAXIMUM INTERVALS. =III ,
III 4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50 ON CENTER THEREAFTER. Vm
i ~ liii= 5. FOR TREE PROTECTION AREAS LESS THAN 200 IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ECURELY TO FENCE POSTS AND FABRIC. 8. ATTACH SIGNS S TION ENTRANCE ~ ~m 3 CCNSTRUC o
TION FENCE THROUGHOUT DURATION OF PROJECT. H o
7. MAINTAIN TREE PROTEC N DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. 1 ~ SCALE: NTS ~ r
SIDE VIEW B. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIO S
TE TION AND 5O' ON CENTER THEREAFTER. 9. PLACE A SIGN AT EACH END OF LINEAR TREE PRO G
SHEET OF
2 TREE PROTECTION FENCE CONSTRUCTION SAFETY FENCING 12 1
n SCALE: NTS
G

LEGENQ
G HIC SCALE
Properly Line t 1' hi 24 44 64
Existing Iron Pin ~ ! - - t ~ ,
Pro a Comer o~ ~*=-,i,i p ~y ~ u . ~ ~ ~ ~ F w
t Existing Right of Way line - ~ ~ ~ ; ~ - " _ r~~-.fro F ~ ~ o
~ ~t _ - - ~ P Existing Easement line --E-- p~ _ ~ ~ r ~ ~
(~IU C,~-. ~ ~ rn
Existing Fence Line -x-x-x- ~ I ti A z w
Existing Edge of Pavement
- :y Existing Curb - Ct " ti, ~ 1
c Lfl Stream or Body of Water - ~ r'
phone Pedestal ?
~ ~
TV Pedestal D , ~ _ F ~ u''~ eo
LING TV Cable - - - -i~- f _ ~ !I A ~ ~ rn
Utlll Pole t}` ~ n w
LbG Gas Lme - - - ~ i
f~ Sanitary Sewer Manhole ~ _,fi,
z> ni ~ kp ~ . Sa tary Sewer Cleonoufi ~ ~ ~ j
9 , E r"'`
Ll~ Sanitary Sewer Line ~ ~ ,F _ S ~ ~ =-Y''i~ c 1 ~ 4 ~ i,"1~ It }fir t~} ~ { a°§.~ . ¢ ~n ~ ~ f
~ Water Line - - - ~ 4 z 1 7~,.. ~ ,
Existing Meuse Buffer Zone ] (30'} - BZ 1- ~ ? - ` f
- r~ ~ - ; ~ F., Existing Neuse Buffer Zone 2 (24j -BZ 2 ~ , ~ ~ l j ! a
~ 1 Tree Location 0 } / it t.r~1i-I ~~.~~v1~'~ ~ I
i Surrey Benchmark _
- ~ _ C:`7 x'47 . ~ -
Existing Contaurs i ~ p ~y I ~ jJ/ e 4~ Pi~'d ~ r ~ I 1 Cl ~r`. ~ t ~ ~~4i089d700{tl48.
Existing Minor Pipe - R
Proposed Major Contour t ~ w-?~ ~ "b t `F rl. \ I i i ..i"
~ ~ f r„ Proposed Minor Contour / ~
; Existing Structures (From Wake Coun#y GIS} i' ~ ~
~h ~ T~~' ~ ~ ~ ~ ~ ~
t t t T , C ~'J ICI ~~'_~6' (~I) ~ ~I . f i ~ " ~ I
i i + f i ! i f 1 f ' ~ r - ii'`r ~ ~ t I IP~I`d Ill ~~•,~,'~~'(S~} ! ~ I i a~ O
r_ ~ . S~ ~Ei--~ _
j 1.~~~J~ (~J !~~1
~~~j f ~ 7 _ _ a a ~ i i '•i i( pUt C ~ r ~
~ ~ ,L {F: ~ ~'U~~ ~ ~ ~ t u_n d - _ ~
r t, _ t a i , - ! ~ - 1 ~ ~ I I 3 ' A I - I, i I _ ~
~ ~ 1 ~ i
~ ~ r~, ~ t ~ ~ ~ ~ j ~ ~ 1
i 1 ± i ~ , ~ 4 ~ f 1 ~ ~ ~ a~ ~ ~ ~ s ~ ~ ~ 7 r
_ SSS „ r 1 I ' I ~ ~ ~ ~ ~
~ - ,t' ~ l' . .-....a+ f ~ G ti' ! r r
ry.~ f r--~ f. - Y t ~ ~ ( - > ~ ~ _ , l
z- ~ .e ( G
V 6 ~ ~ti~ / _ mn „ _ ~NV.w - _ - I eet . I ` , ~ ~ ~ ~ ~
_ _ - - I ~ ~ ~ ~ w ~ _Aa
_ - _ - F r _ ~ _ ; ~ , r ~1 , , - ~ ~'~1 N _ ,off ~ . s`~ ~ ` ~ f/~
F Ire'. i dl~i ~ ~ ~ ~ ~L'' / ~ ,r>,.-,- "'^x, ~1.~_``r~. _ "°^-W~.. ii.~ P ~ f - ~ S ~ ~ f ~ ~ r ~ ~ „-W--"
F ,r ~ - w 4 . , . , 'U t ca J ~ ~ 1
t~ ~ ~ ~ ~ ~ C
l _ _ r ~ a ,p -,,,M . ~ ~ r l O !~I z u-
~ I ~ `
- ~ _ - s f' ~ - - - ~ ~ - p ~ a tj~ FBI , , r ~ ! ~ ~ 1 _ t
! - s ~ icY o- n ra ~ / _ _ ~ s ~ ; ~ ~ - ~ n~ _ ~ a~
~ j tJ Vii, ~ 1 ~ i) (1 ~ ~ i ~ ~ - _ ~ . - r _ _ - r ~ ~ _ _
r ~ ~ . w, _ Q
1 ~ ti_ ~ ~ ~ ~ ~ _ ~ ~ - Q r ~ , ~ - _ = ~ % ~ - a~ - k - i 3 ~ _ ~ a _
~ ~ ~ - ~ ~ , r~~~ U ~ ~ _ _ flv~ V ~ ~
_ - -a ~ ~ - ~ - lT - ~ fir,! ~ ~ I ~ 1 ~~I ' r , ' ' ~ y~ ~ ~ r ~ ~ a r 1 J Z l
_ f , i ^ _ ~ ~ s. i , 1 U r''~~ r_ ` _
/ / ~ i~ ' ; ~ , ~ 1 n ~ r. 4 ~ / W, ~ _ t. r ~ ~ -=-~---~,-L r ~ ~ ~ tt~~ ~
, l,~ v ' C' a r ~ f f 'r-~,~? ~ ~ r ~`~1'4 ( 1 ~ ;i J~ 1 1
~ n 1 '^--~m ~ , r .
~ ~ , r _ z
_ 7y~' f~,,.~-'' F r ,r 1 ;j ~ - I
o - _ ~ _
o ~ ~ o ~r ~ ~ ~ ~ j I ~ ~ r~
r ~ 5 BALE AND BURLAP~~TREE P. ~ r~ a
r- C ~ ~ ~ ~ ~ ~ ~ t ~ t% i _ _ ~ h`l^ I T I' t o
~ ~ ~ _ i 1r. _ , ~ , cv
l _ _ ~ t r ~ , ~A ~`F ~x ~ , i ~ W ~ m ~ A
! ~ ~s r r J 't,.~'' _
i ' y ~ _ ~ i ! ~ .wl._. i ,r ~ t ~
~ ~ t ~ i t i ~ _ ~t~ t ~ ~ ' ~ ` ~ ~ 1, ~ ~ ~ x U
, ~ ~ APPROXIMATE ~ ~ LOCATI ~ , ~ ~ 1. 1.. t
f OF FUTURE GREEI~WAY ~
- ~ BY OTHERS ~ ~ ( 1 1 ~fv'~ ~ w~(' ~ ~ y ~ I ~ i ' i ~ ~ i~ t ~ ht - ~ ' 1 ~ - P L
r ~ ~ ~ -~,r ` y~- _ "7 .
_ ~ ~1 ~ ' G , ~ ~ ~ - _ - i i ti idf
~ _ J 1, ~ r~ r
F l 1 r _ _ 5 ~ . r . ~ ' i~r""~. ~ 0 ~ ~
i~ ! ~ L I I \ _ _ _ _ "gym .~v ~ f , - ,r ~ f , r , f c.,~ j i - - r t i a ~ f
- - , ~ - ~ ~ ~ ~ _ _r~-- P ~k~ t i ~ i ~ ~ L=i r ~ i f r ~l~ ~ tl~ 1 G, Q
`v~ ~ - ~ - -r` , r r ~ - ; j ' ' ` t i ~ ~ ~ 1 _ .
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~ ~ c~
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STREAMBAI~IK PLANTING ZONE ~ ~ ~r~ ~ z,~ f'r pp ~ JwJ ~ win i Vm
SEE DETAIL t~ ~ ~ - " P \ r ~ ~ Ot
X1;1 O / a

o Q UPLAND PLANTING ZC}I~E ~ ~!''P 1 i-
0 C} p i ~ ~
SEE DETAIL 15
~~wyy f
SHEET OF
BALL AND BURLAP TREE 5 O EXISTING TREE TO BE PRESERVED
SEE DETAIL 15 13 15

w
~ ~
~ ~ o
U~] N ~ ~
~ ~ fi,
~
~ ~ to c4
Q ~ ~ ~
Z ONE 2 ZONE 2
ZONE 1 ST REAMBANK STREAM STREAMBANK Z~ ZONE 1 a
UPLAND COMMUNITY VEGETATION CHANNEL VEGETATI ON p z
U LAND UPLAND COMMUNITY
~gyag94 @9PpP&AA
~lppg~~~SfAP f°'.. w ~A 1gm,''
ll 7
® SEAL
LIVE STAKES
BARE ROOT TREE TREE d
EXISTING GROUND BARE ROOT TREE
r\ ~ \ ie 48&47g0gA'' EXIS ING GROUND q
/ifi~~/~~/i~/r JUNCUS PLUGS i. /f. /ft /r. /
TYPICAL
BASEFLOW ~ ~
ELEVATION x ~
BALL AND BURLAP BALL AND BURLAP o
C ~ TREE OIq ~ 1 TREE
err ~ I~G ~ 11 U
PERMANENT SEEDING (TYP. 4 ~ ~
4 F
~ PERMA PERMANENT SEEDING (TYP.) ~
STREAMBANK
CONTAINER SNRUB
(USED AROUND
STRUCTURES
A
4
SCALE. NTS
a W aI
~
as ~
~ u
h ~
~ ~
~W ~ ~
~W ~
~A
~
ZONE 2 ZONE ~
STREAMBANK STREAM ~a
ZONE ~ STREAMBANK CHANNEL ZONE ZONE 1
UPLAND VEGETATION VEGETATION COMMUNITY UPLAND CC 1PLAND COMMUNITY

`

BARE ROOT TREE LIVE STAKES z Q ~ w ~ x ~ ~
EXISTING GROUND BARE ROOT TREE
U~ mW 07~ ~
ri:.'i' EXISTING. GROUND N F ~
JUNCUS PLUGS (TYPE a
fi. fi. fig fig i, fig fig fi. fig ff a
TYPICAL w A
BASEFLOW
BALL AND BURLAP ELEVATION ~ as ~
TREE ` eo~~
'gar ~ ~~i~ Fz~G MP S 1 ~x ~ BALL AND BURLAP ~ ~ ~ p o
PERMANENT SEEDING TYP. GOZ~ ~pIL ( } pE 11 TREE ~ ~ ~
PERMANENT SEEDING (TYP. :DING (TYP.) a ¢
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14 SCALE: NTS E
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P N W h N
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SHEET OF
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ARBORKNOT OR APPROVED EQUAL
SEE SPECS . ( )
FLUORESCENT FLAG TYPIGAL.
N VEN BELT MARK THE NORTH SID' ARBORTAPE OR q I CH WO NORTH SIDE OF THE w
SYNTHETIC FABRIC STRAP GREEN. TREE IN-THE NURSER' THE NURSERY AND p ~
LOCATE T4 THE NORT' '4 THE NORTH
NDISTURBED SOIL LINE IF SOIL IN THE FIELD. U 'TEED.
HAS BEEN PREVIOUSLY DISTURBED ? ~i~ 0
COMPACT SOIL UNDER ROOT BALL}. I ~ z
SAUCER BERM TO ER BERM TO BE LEVEL.
1 x 2 x 1B INCH WOOD STAKE WITH ' p~
rl a tr lf~1,, CENTERED g/g HOLE OR DUCKBILL ;'I 6 INCH HIGH WA ICH HIGH WATER BERM ~`®~:~o'~a~~~~~` p~
ANCHORS. PLACE OUTSIDE BACKFILL. ~O~~ S
~ BAGKFILL WITH ;FILL WITH NATIVE SOIL AND a ti~ '~~°°a
EPTH UP = - WATER TO SETTL TILL SOIL TO A 6 INCH D .I~ - - :R TO SETTLE SOIL. SEAL
RADIUS FROM THE TRUNK '1''"--- - - ~ TO 4 FEET 435724 -
-EXCEPT ON DOWNHILL SIDE OF SLOPE. T~
4 INCHES MULGH lCHES MULCH (SEE SPECS) . A
REMOVE ALL TIES & BURLAP FROM / NO MULCH SHALL IULCH SHALL BE PLACED ~Pg,di~ PfG1E'sRid 049+
F ROOTBALL. TOP OF ROOTBALL TOP 1/3 0 ti, WITHIN 6 INCHE TIN 6 INCHES OF TRUNK. ~fY/~j~ia1!
TO BE A MIN. OF 3 INCHES/MAX, OF ~ ~ p
V F GRADE, B INT HED A E S NCHES 0 6I ° COMPACT FILL TI ACT FILL TO BE BENCHED IN. ~'~~ti~
i ~
I BA KET WHERE I REMOVE TOP 2f3 OF W RE S I II ~ ( i
PRESENT. REMOVE FROM TREE PIT. I I~' FINISHED GRADE ill ISHED GRADE ~ o

~I ~ U
12 MIN. TYP, I~
~I)
1
SCALE: NTS
PLANTING SCHEDULE
,
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w
~ ' Scientific Name Common Name Live Bare Container Plug Bali ~ Seed °f° Remarks o H ~ ~
i Stakes. Root Burlap ' ~ ~
SAUCER BERM TO BE LEVEL. H=1f5L Ct Darya gtabra Pignut hickory 25 ~ I= ~
FLAT TOP END Corpus fiorida Flowering dogwood 12 ~ ~ O
2-6 INCH HIGH WATER BERM. TERMINAL BUD a z ~ Cercis canadensis Redbud 12 rV
SCAR ~ TREES ',EES Quercus falcafa Southern red oak 25 Bare root 110 seedrings randomly s~ ~y/ r ~ placed on 10-ft centers. ~ 1~9 V
' BACKFILL WITH NATIVE SOIL AND ~ LATERAL BUD r ~ Ulmus americana American elm 25 ~ ~
NDISTURBED SOIL LINE IF WATER TO SETTLE S01L. w a U ( -I-f z ~ Geifis laevigata Sugarberry 25 ~ ~ F~ ~
SOIL HAS BEEN PREVIOUSLY GROUND p M N Fagus grandifolia American beech 25 A
DISTURBED, COMPACT SOIL - - - BARK RIDGE _ _ ~ ~ UNDER ROOT BALL). - / ,;~t ~ Corpus amomum Silky dogwood 125 One stake per 3 linear feet in U
I- ~ / r~ / / ~ 4 INCHES MULCH SEE SPECS SIDE BRANCH REMOVED t ~ ,I ( } ~ N Viburnum denfafum Arrowwood 125 rows spaced one foot apart. ~ A
' NO MULCH SHALL BE PLACED AT SLIGHT ANGLE ~ iv ~ LIVE STAKES TILL SOIL TO A 6 INCH DEPTH f BRANCH COLLAR ~ ~ STAKES Pools-3 rows, outside bend only. Sambucus canadensis Elderberry 125 ~ Riffles-2 rows, bath banks. ~
WITHIN 6 INCHES OF TRUNK. ~ UP TO A 4 FEET RADIUS FROM / © m SaGx sericea Silky willow 125 ~
THE TRUNK-EXCEPT ON DOWNHILL ' ~ Z 1 ~ EA NAL LOWS SO _ ~ Afnus serrulata Tag alder 25 Instal upstream and downstream
SIDE OF SLOPE. MPACT FILL TO BE BENCHED IN. _ (j ~ GO 4 SHRUBS of rack structures where sill SUBS Sambucus canadensis Elderberry 25 intersects bank.l-3 gallon
I ~ ~ containers.
FINISHED GRADE. ~ C7 REMOVE ALL TIES & BURLAP I~ ~ N
FROM TOP 1 3 OF ROOTBALL, I I~ f (~I III III III I w Plugs at baseflaw an 1-ft centers
TOP OF ROOTBALL TO BE A ~~i 45° TAPER z a
MIN. OF 3 INCHES AND MAX. 6 BUTT END ~ PLUGS UGS Juncos effuses Soft rush 1400 in riffle sections. Plant only on outside rr~ander on pool sections.
INCHES ABOVE FINISHED GRADE. ~ v~ ~ o
REMOVE THE TOP 2f3 OF WIRE Panicum virgatum Switchgrass 15 z ~
~I~ BASKET WHERE PRESENT, REMOVE I~~ I 15 a w m w q Eiymus virginicus Virginia wild rye w ~
FROM TREE PIT. ~ Agros~s stolanifera Creeping bentgrass 10 ~ ~ x ~ U c~
Rudbeckia hirta Black-eyed Susan 10 N ~
Coreopsis taneea/afa Coreopsis 1D a W 0.
SCALE: NTS Panicum ciandestinum Deer tangos 10 x > w
SCALE; NTS 1 ~ ED MIX 1 ~ PERMANENT SE VT SEED MIX Sorgastrum nutans Indian grass 5 Apply ~ 1b`ibs~acre a w
Juncos effuses Soft rush 5 A
i~ Echinochloa muricata Awned barnyard grass 5 ~
Andropogon gerardii Big bluestem 5 o Q
Schizacftyrium scoparium Little bluestem 5 ° w w
ODD o. Tripsacum dactyloides Gamma w ~
0
D TEMPORARY SEED MIX Q DRIP LINE ~ - WINTER (OCT 1 -MAR ~Y SEED MIX Winter -Apply at 120 Ibs per a ¢ (OCT 1 -MAR Secale eereate Wrens abruai winter rye 100 acre to all disturbed areas in
D Q ~ 31) 31 ~ planting Zones.
BAGKFILL PREVAILING WIND w Q 0 z
p Q DIRECTION a Q TEMPORARY SEED M!X ;Y SEED M!X Summer -Apply at 40 Ibs per
~ TREE TRUNK ~ R (APRIL 1 - Panicum ramosum Brawn-top millet 100 acre to all disturbed areas in ~
ED Q ~ p O~j 4 INCHES MULCH (SEE SPECS) . STAKE - SUMMER (APRIL 1 - SHREDD 0 NO MULCH SHALL BE PLACED SEPT 3Q~ HARDWOOD 0 aT 30~ planting Zones. ~ M1 0
0 ~ WITHIN 6 INCHES OF TRUNK. MULCH ~ O
D EXTEND MULGH 1' BEYOND SHREDDED o ao x TIN _ _ _ _ - _ _ _ _ _ z
E DIAMETER E IS G HARDWOOD _ O LIMITS OF HOL EXISTING GRADE MULGH - - _ _ _ W ` x Wo
GRADE SAUCER (AGED)
4 INCHES MULCH (SEE SPECS) . BAGKFILL SEEDING NOTES. Th P~ WQ rN
NO MULCH SHALL BE PLACED
_ _ _ - = H N F TRUNK. SAUCER - WIT I 6 INCHES O 1. IF SOIL TESTS ARE PERFORMED -1 I i-i i I-I I i-I 11_ I(-1 t I~1 1 3-1 I I-I i i ddE PERFORMED, APPLY LIME ACCORDING TO RECOMMENDATIONS. SOILS WITH A pH OF 6 OR ~
EXTEND MULCH 1 ~ BEYOND HIGHER DO NOT NEED LIMI I I LIMITS OF HOLE DIAMETER TOT NEED LIME. ~
III III UNDISTURBED SOIL
- - - I_ _ 2. USE 1UTErEXCELSIOR MATTING I. - - =1 I I=171=1 11=1 11=1 11=1 11=1 I I-` r;- ~ r-, I I I _I u I -1 ~ ~-r-I ~ I-I ~ I- .SIOR MATTING TO COVER THE BOTTOM OF GRASS- LINED CHANNELS. ~ m ~ Wm rm a
I I -l
I III. 3. GRAIN STRAW SHOULD BE I SHOULD BE USED ON CHANNEL SIDE SLOPES ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ~ ° 0
' T 1' 1 2 X ROOTBALL DIAME ER _ _ _ 1- MIX IS TO BE 4-12 12. Q
UNDISTURBED ''=I1~111=ill=III=III=(II-III- THE FERTILIZER MIX IS TO BE MULGH MULCH SOIL 1! ~ X ROOTBALL DIAMETER 1` a
5. FERTILIZATION RATE FOR TEM RATE FOR TEMPORARY WINTER SEED IS 504 POUNDS PER ACRE. FERTILIZATION RATE FOR TEMPORARY
MULISH MULUM SUMMER SEED IS 2000 POUT IS 2000 POUNDS PER ACRE.
2DED AREAS ARE TO BE STRAW MULCHED AT A RATE OF 4000 POUNDS PER ACRE. SHEET OF
(-4~SHRUB b. TEMPORARY SEEDED AREAS A 5
7. REFERTILIZE IF GROWTH IS Ni 3ROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING 15 1
SCALE. NTS 1 J5 SCALE: NTS EROSION OR OTHER DAMAC 1 5 OTHER DAMAGE