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k-' . , - ~-~"-r-"~ ~ ~ ! ~ ~ ~ , 1. THE SITE MAY ENCROACH ON A FEMA REGULATED FL000 ZONE. IT IS THE W
I i r ~i j ~ -----w~---~.-~. ~ ~ i RESPONSIBILITY OF TWE DEVELOPER TO CONFORM TO THE REGULATIONS OF ~ ~ GOVERNMENTAL AGENCIES WITH REGARD TO DRAINAGE AND FLOOD ZONE Q
I L1 w..,. f r ~ \ ~ ~ , ~ ORDINANCES IN ADDITION TO DIVISION hIGHWAYS REQUIREMENTS. THIS REVIEW z ~ ~
I y ! ~.a I { i DOES NOT IMPLY CONFORMITY TO LOCAL GOVERNMENTAL REGULATIONS NOR ~ z
t ~ i I 1~ ~ ~ ~ , i s ~ } ~ / ~ ~ , ti ~ ~ CONSTITUTE AN APPROVAL OF SUCH. Q ~
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~ 2. THE SITE MAY IMPACT A RIVER BASIN BUFFER ZONE AND/OR MAY REQUIRE W W a. ~ W t THE APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT ~ ~ Z I- W
1; 1 ~ ~ t ft ~ r f~~i rrC~ SYSTEMS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/APPLICANT TO ~ I~
t $ ~d ~ i ~ CONFORM TO THE REGULATIONS OF GOVERNMENTAL AGENCIES WITH REGARD TO V ® O
MINIMIZING WATER QUALITY IMPACTS IN ADDITION TO THE DRAINAGE ~
r : ~ ~ ~ t ~ 1 ~ ~--'I ~ .i. ~i I / REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT IMPLY ~ ~ U
~i ~ ~ i . ~ ..1 ~ . ~ 1,, ! (Iji ~ ~ ~ } i ~..~.....!-m.a--''~ n 1 ~ err 1...~.L3-a--~' ~ % „,,:^I CONFORMITY TO LOCAL OR OTHER STA?~E GOVERNMENT REGULATIONS NOR W CONSTITUTE AN APPROVAL OF SUCH. W ~ ~ \

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a ~ 1~ ~ ~ ~ ~ / W r ~r OWNER:
I ~'`ti t t ~ ~ TOWN OF WAKE FOREST ,~~punu~q~~
~ / ~ ~ 1, I, _ _ ~ l ~ ~ ( ; r F ~ 1 ~ v ~ - PARKS AND RECREATION ®,+°~~1 CAR~~'~•i 401 ELM AVENUE ,®®e°~O~~FESS j p~.~~(,~i,~'~~~
1 - ~ ~r ~ f ~ ~ i ~ ~ 7 a 1 WAKE FOREST, NC 27587 ~ ;Q~ q<~
N CONTACT: SUSAN SIMPSON SEAL
(D (D s 7466 i
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ENGINEER ''•.oq~yciNE~.•~~
T P AV N A PR V F N TR CTION BY THE TOWN HESE LANS H E BEE P OED OR COS U ~~B ~ ~n?s,~ KCI ASSOCIATES OF NORTH CAROLINA, P.A. ,,,~e~~/~ Z~\~~
~ OF WAKE FOREST. m ~~pp~ TT~~~~~~II[[qq@@pppg,, pp(9~9~ p~ yy LANDMARK CENTER I, SUITE 220 W ~ Yf~l`/liiilV fil'~Q 1~1Vf1:YV~/'11.~1 P 4t VI
Engineering. Department Date t~~~~agChi 4601 SIX FORKS ROAD
RALEIGH, NC 27609 sca~E.
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- ATTN: DAVID M KOSS, PE CHECKED BY: DMK
Erosion & Sediment Control Date a EMAIL: [e-mail]
N Fire Prevention Date DATE: 10-26-09
FROJECI NO. 12082306-A
o Planning Department Date
1"-500' A City of Raleigh Public Utilities Department Date SHEET NO. - ---1 T-1.0
A J NOT FC -JSTRUCTION ~HEEr 1 OF 12
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N r t } IN FEET PROJECT NO. 12082306-A
Planning Department Date 1 inch = 200 ft.
L A City of Raleigh Public Utilities Department Date SHEET NO. C-0.0
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0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 SHEET NO. - C-1.1
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/ ` CLEAR WATER DIVERSION (A)
~ / SPECIAL FLOOD } ~ HAZARD AREA , • ~ ~ ,I CHANNEL CALCULATIONS •
i y ~ , V A ~ \ ' ~ I I Given Input Data: ~ 1 LIMITS OF DISTURBANCE = 2.9 AC ~ Q o r, s I ~ f Shape • Trapezoidal <
I i ~ . . i / I 1 Solving for Depth of Flow , Flowrate 0.7000 cfs
i ~ ~ ' j Slope 0.0800 ft/ft Manning's n(NAG Rou9hness)....OA450 I
1' ~ ~ 1 ~ / ~ PC = 31+66.34 TF ' ~ I Height 36.0000 m t ~ Bottom width 0.0000 in I1
r~~ ~--R,.,,~ HOLDING VILLAGE LLC qP~ p Left slope 3.0000 ft/ft (V/H) / I Right slope 3.0000 ft/ft (V/H) /
PIN 1840-44-8440 ~ / ~ ~ DB 12902 PG 2421 FLOOD PLAIN ~ 00 / ~ TREE PR TREE PROiE TI:
~ ~ N ~ ST FENc~ X00 x / / Computed Results: FENCE (iYP , ~ Oepth 5.2418 in i
't ~ ` 1 ' ~ Q~ ~ V i Velocity 1.5723 fps / ~ ~ ~ Full Flowrate 17.0425 cfs
5~ ~ x / Flow area 0.0636 ft2 ~;z / Flow perimeter 11.0506 in
/ Hydraulic radius 0.8288 in / Top width 3.4945 in
~i ~ 9AG ~Q Vp0 ~ ~`'G_~~f 1 / Area 3.0000 ft2 Perimeter 75.8947 in
*r 5 f f. PG Op ~ p~ ~ ~ O 00 P _ ~ / / Percent full 14.5605
/ W ~ _ _ Apo x`~ , ~ - ~ -F~ I•::iiLE1 tiF~I;~E ~ 7 f'(PE ~ ~liJ'r~LE, 111 /
1 ~ f ' ' ~ ~ ~ ~ ' . ~A r t / c' L RE~110N L H OW' /
~ / J ? ~ r ~ ~ ~ ZCNE 1 & 2 IM, ,4.,~., > / / ~ ~ in Pk , / Z ~ ~ ~ ~nt~ry ~ MTiC /
S2 ~ r Lor 76a E ; f ~T - ~ B8 ZONE ~ =X2346.00 SF ~ 0.0 AC- 01 1 E: ~ ,y p , ~ o~ ~ ~ - ~ ~S\ ~ ~ L ~ ~ ~ ; , j • , , o / BS ZCN~ 2 - 2$67.81 SF~ 0.066 C
/ r , `t t y ~ ~ ? ` , P = 29+74.93 3 r ~,~P / / ~ ~ f \ , ~ ~ ~~p. ~ ~ ~ r ~ , ~ ~0a ~ / , ~ ~ 0,, sr ~ ~v, ,Tl' ~ 7i
/ 1 1 ` , , , EXISTING 24" RCB ~ r \ f lOT 783 yr ~ t t J ) t ~ n ~ ~ ~ / ~ j r W W w
FUTURE STORM' ~y 1~ ' ,r cx f ~ ~ ~ ~ ~ 0 ~ / ~ , C . r' l t ~ l.0 ~ ji ` ~ ~l t~ f r ~ r / 9('ECIAL FiL~00D Q~ ~ z
DRIANAGE,JUNCTION,80X e M' J ~ ~ ~ ~ ~0>D . ~ . ~ EX. PUBLIC STORM MT, ro r ~ ~ - x~/ (HERITAGE SUBD~,VI~ION) ~ ~ ~ 1~ o / ' ~f ( A-~' 'Sp ~ A ~ _ _ _ _ E~ ~ (WIDTH VARIES) ~ / ~ i T ~ X00 ~ ~~A , , H, i ~ l ~ j HAZARIAREA / 6 n
~ ~ ~ FUT)1RE 24" RCS S ~ ~ FLOOOWAY ~ 1P ~ ~ " ~ _ ~ / 0 r z > ~ ~ ( • ~1 ~ 'CHECK DAM ~ ~ / , / W 1~ 00 ~ / r„ ~ ,
~ ~ r ~ i"" LOD ~ / U (btERITAGE;~ ` `'ti ~ af~ j ~ ; tP ~s ~ , I ~ y. -T ~ .y- ~ ,o ~ , SUBDIVISION) lr ~ 0
' ° ~-~6NE 2 IMPACT .x_ T_ 3 ~ Gp / ~ ~ ~ w~ o~ e _ ~ ~ ~ ~rt ~ . , r' w 6 891 40~ A~ _ ~ B = ~M_ ~ , Coo ~ ~---'`}i ~ / ~ i~ = - ~ )
r ~ ~ ~ ~ r , OED amp j 11 ~ ~ ~ ;J ~ W W f y'~' (1 Cl _ j ~V ~ti w 'L U U
~ / _i p~"r""~-- ~ - -SOD m / ~ i . ,,,w- . ~.,,m ..x.-- ~F )0 ~ x_00 / ~ ,.....~0 ~ . s"" . m .n..e
~ , Y,,4,"' -4 y w... r~ 1 ' F°~",~s~ , ~ _ ~ Coo r - ~ i o~ / v_ _ ~ _ r 4 CLEAN WATER,DIVERSION~(.~}'~--~. i-'. ¢ a a n~ P~~ ~ QQRR N''. 1 4 y- ~ ' ~ 34'`00 ~ t 1 ` °PRDVIDE 160 LF"t TH AMERICAN » ~r o n a
FUTUR BYPA~ r "7!i +00 SF p / / / ~ QG1 ~,m_ SF ~ ~ r ~ ~ GR~`E~MPORARYJ~IplER S75 OR ~ ~ ° "QS~T'`~ ~ ~l -~'t--~`~?sF ~ \ o~ d APPR EQUAL IN~~'CCklt1NNEL " - ~ E ~ Fw ARP i" ~ w w 'w
STRUCKRC'°~~Rt~AG~ oo .28.,1.""-. SF ° SF pp°r ~ / ~ ~i 0~~ "0 ' ~,r 0 Ta s --._,t SF BOTT ~ ~ - ~ ~R f pp-.~ Nf f c vi a o: o:
f~hf~JRF R„~PRA1~~ ~ w.N= ~ sF -''l sF / ~ ~ ~'~;E 2 1MPAC ~ ' 00~~ ~ t ip ~ ',~SSIPAI`OR PAD - I_ P ~.~-''S~F®~,,,,/' `w--- ~ ~ = 4?~ 4q y 1~!P8 AC ~ ~ ~ ~ ra ~ ~ ,rte-- ao1 aoi ~ ~ f o d ~ ~ ~ m... ~~M~ ~ ~ ~NCf RQ~cnO - r- T ~ ra °p~ ~ w o ~ joo ~ _ _ ~ Try~iTS ~ W c~ ~ ~ °
;~~ER -~SU~OIVISI ~ SF "~6~~k;5 / - / i ~ ~ 7 T f Y f • "„~r^ ~ ~ TP ~ Qom",.. \ ~ ~ Cb~ p rT • ~ D1gTUR~A ~ N (v +97.46 J ~ j R,F'---~ ~ 01 A`~w~ 3g ~1: ~ d! C~ NCf ~ V "v ti
l ~ ~ p / E / ~ / PC - 32+9 .46 ~w.~' ~ ~ REMOVABLE ~ ~ ~ r`o ~ , ~ ~ ~-INSTALL 25 LF OF SILT J h,, ! . ' I P1P.E BOLLARD ~ iE. Y ~ ~ ~ ~ ~~,+0p ~ w 2 pRfAN w ~ ~ cv ' ~ P ` ? op d~ ~ OtrtO ASR ,
/ ~ ~ FENCE AT EACH CORNER OF ~ ~ - / , ~ - - - - - - - - ~ ~ / ,Ti - ~ ~ BRIDGE MAT CROSSING. 1 f 3,;, ;i , i PT +1 ~ rP u~ ~ > L` • t o N RR10AN ~~"~F N~RSIO~~ o
. / / SF ..90'1 ~ r' ~ - ~ f 4~ ~ \ ~ / / i 1 ~ " ~ ~ m.a ~ ~ ~ 0 HANNE B~O.,ARY ~ n a ~
~ ~ ~ ~ ~ ~--=UTURE LEVEL SPREI+DEE / CONTRACTOR TO PROVIDE BRIDGE"MAT f l r \ ~ L ~ j ~ ~ o a ~d~ ~ OTTOM
~ ~ r~, ~ \ / ` CROSSING IN THIS AREA. BRtOGE MAT SHOULD c: (HERITAGE SUBDIVI,~~,~1, / ' 1 \ , - ~ - - . i c1 / ~ BE LOCATED IN THE GEN~jAL VICINITY OF ~ r1 ~ Ta ~ ~ ~ . ~ ~ 001 ~ - 3 ~ 4 YO~
1 ~ ~ ~ EXISTING STONE CROSSING.I (SEE SCHEMATIC ~ _ / ~ SHEET C-2.1) 1 i ~ ° goo
i i
_ / ~ ~r~o -cP Or eHr~H ~ ~ G • _
+ i . ~ ~ • ~ ~ SIL ET F NCE (TYP~~ , ~ QR1„ ~ O
' ~ ~ R i ~ ~ 1 / ~ ~ / FLOOOWAY ~ LIMITS OF , 001 • ~ ~ ~ N
~ FLUV1 -_A°PR X~CENTERLINF OF r ~,Tpf"AM • DISTURBANCE (TYP,) (701 q FLOOD PLAIN ~ ~ ~ ~ a . ~ ~
/;r. BRANS-~{ e / \ Tom` CC3 U ~
7 y~ f~ J);. TOP OF BANK p~ ~ / ` e s ~ i~
o. v ~ ~ q o ~ STATE OF NORTH CAROLINA i ~ ~ \ ~4 ~ ~ PO ~ 36 q~ ~ O O ~
TOPM uF W'AKE FOREST / / PIN # 1840-62-8697 ~ 3g \ V • U
PIN # 1840-64-71 \ / DEED 9069-01 76 ~ ~ ~ DEED 10537 PG 709 ~ ~ / ~ r WNgN~r 0 +94.85 o°\ ~i Y ~
/ ~ ~ / ~ ~ .i y~ o. T
Qi ~ / ~ ~ D8 fZ~~ ~8 2S~ ~ ~ ~ ~~~o
i f''' pr , 0 • ~
/
O O O 0~ ~ O
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ~ ~ ~ M ~ V Ua ~N~m•~
OF WAKE FOREST. ~ ~ w ~ o, ~ ~
Engineering Department Date ~ 3

Public Works Department Date U ~o ~ o
~ I 1 ~w~rr~aw~ 1 ' ( ~ ~ w~ i ~ ~ I '
Erosion & Sediment Control Date ( , k 3 Q ~ ~ ~ ~ ~Q
.1 , ; . ~ GRAPHIC SCALE Fire Prevention Date I I ~ ~ i z 1 , ~ ~ ( ~
I ~ ~ 30' 4 30' 60' € ` ~ ~ _ _ < ~
Plannin De artment Date 9 i i - ~ ) ~ ~ v 3 1 ! Ox
i ~ T I ~ ~ ~ ~ I L _ _ I I ' ~ - - ~ f ~ F . ~ . 2so z
I l City of Raleigh Public Utilities Department Date t ' 1 mch = 3o ft. ,
~ jjj i d f a r' ~ p 3 ~ I k I € I I E r i I .L..... z
f ' ~ ' € '"s ~ ~ € i s ; w_.... _ . _ 5 I 3 ~ 1 _ . ~ ' 258 a ' l _ ~ ~ I... ~ a z56
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i ~ ~ i i ~ ! j ~ i I I I coo ~ N t ~ a . r - t I I d' ~ N I I 1 f a ~ , It 5 ~ .ar ~ w ~ ~p_..II ~ - ar- a O
I ~ € ~ E N t + ~ PRE ENGINEERED STEE A ~ Q J < ARE ENGINEERED STEED. ~ ~ ~ W [ ) ~
N7 ( N ~ ' ` ' ( 3 II PEDE TRIAN BRIDGE. 250 - r ~ { { _ ~a w + ~ m CEDE TRIAN BRIDGE. T(IE a 5 i - " 3RID E SHALL 9E WEA~'HERCNG...._,~...u,~ t,.. _ a a ~ - I l e _ 250 F-
3 ( j ~ ; I ~ ~ ~ ~ ~ II ~ _STEE E NDALC9E ~I ~ ~ ~ I I ~ a ~ 4 ~ SHALL CO ( ~ ; I ~ t ~ ~ w AS A847 AND ASTA iTEE AND SHALL CONFORM TO li a ~ ~ ~ i 26% ~ ASTt~ A847 AND ASTMS A588 ~ ~ ~ U
......I-- . , I ~ ? I ~ s a I ~ 29 ,BRI 'GE 8") ° _ . - ~ 2 42q 6 _J 2 P , .
248 s ....i ~ . ii i 1 . j""" n/
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i jj k I r ` ; ~ I ~ € ~ ~ 1 M ±n ( m r j 1 3 I ( N~ ~ ~ M iN ~ I I - F i ~
_ ~ ~ t y...... ary _ 100 YEAR LOOD e o N ~ =o ( ! F - u1 p ~ ~ ~ ` f ELEVATION O Q I~ ~ . N O .N FLOOD ® 7 r r ~ ~ - ~ ` F
II ~ ~ f ' u1 u~ ~ O N O O W Mr i ro II o m ( r~ ~ 244 ~ "1...~ y ~ ro......o ~ u1 _ N w o ..rn p ~ II _ _ _ I r z...... t i ~ i r a 24 E- ~ _ ~ I Y ~
l+0 N.... ~ N ~n M M ' ~ ~ O ~ ~ F Q O d' O E-.,. N N a.. a I II I() N II ~ II ui n rp ~ m uj ( + ~ t'r~ rn + ~ + M ! II N w ¢ f J ( i ~ ~ - t•- . 1 3 ~ - f € i~ 3 Z f 1 ~
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S ~ ' F ~ I& N N ' I ~ ~ II II II ~ w a 5 =5 i i H II ~ ; II II t > ~ > > II ~ ~ w ~ 5 a a ; i ~ ...n,. 3 w to w > w w : , _ /
~ 242 ~ a...... --y.,_a ~,y t..-.___.._ . J . F. w ti...w N w ~ w . ~ - - r ~ 1 ( ( _ U ~ _ ~ ~ 1 € f._. _ fzrl 242 I _ ~ ~w~-~'~ 3
m S d> a a I . , a- w'. 1 I ' ~ ~ Q 3 i ( I _ ~
O ' 23% r II
w ! ' 210""~ rr w.`w~' ° - 0:99% ° ~ SEE BRIDGE ~ i ,j 3 i s ~ .240 r { .~.,w~,... . , _ ,ABUTMENT OETA14~ _ - . I ....a...-. II 1 ~ E ! ~ iv.... f,. . ~ ~ ~ ~ i - _ _ 240
D i - ~ ~ 'SHEET C-2.1 I ~ l I ! ~ 1.42% , r ~ SEE BRIDGE ( ~~~1111111NI~h
I O Gfl 0 4&~' -0 (199 - ..u . v - I - I ~ F G,Dblo , r > > N 0.09% ij € E 3 j ~ i ( AB~ITMENT DETAIL, i I I ~~~~(a ~j 3..... ,L ; ~ ! SH~E.T C-2.1 _ ; ! . - ~ - '•~c c~0~~,~~i
~ . M _ j ~ r M....,. i 7
~ 238 _ _ _..m _ . ~ I,, i i a f i _ T {{S m I F ` ` i i 1 ~ 3 ~ ~ EA
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~ 1 1 [ i [ ~ I ~
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I I F 1 ! ~ ' f I t 1... _ 1 ~ EXTEND DRILLED....... ~ ~),'L.. ~ 234 ' . [ ~ _ ~ YIER'f0 ROCK E 3 I I i U. a\ _ II,.I,. i I ~ 234 HORZ SCA_E ~
i , ~ ~ ~ ~ I ~ I ` ~ ~ € ~ ELE 228 t P m i ( ii ~ { ~ ) I I ~ l ' i i I I I
F ? I 1 E ~ 1 ~ EXPEND DRILLED ; ? ~ I J VERT SCAL . ~P1ER-TOROCK ~ ( _ ~ _ i.. nr~a~,vn~ ~v TRI
m ~ ~ ~ F i
0 D ~ i i ~ ~ ? ( ~1 3I ~I ttLkv tea t) } _ _
232 ~ . , ~ ~ i (L_~L.... CHECKED BY: 232
N Z s E DATE: 10-26-09
PROJEC": NO, 12082306-A
27+00 28+00 29+00 30+00 31+00 32+00 v, :,HEFT NO. 33+00 34+00 35+00 36+00
N v D e S'i sHE~r OF

~ a i n
/ / ~ / ~ ~ x P ~ ~ / K ~ z / ~ ~ i ~ Ll f1 f..5 n
Fff2. i F ~ ~V ~Y
LIMITS OF DISTURBANCE = 2.9 AC ~ ~ / _ - i / i FFFa CF~IiERLINE ~ ~ / ~ / i
G~ ~<~w ~ / FLOW
/ / / / ~ ~ ~ ~ ~ ~ ~ DUNN CREEK /
/ / /
/ / / / / o~ / / ExlsT~rvc- ~
CLEAR WATER DIVERSION (B) / / / / / F~REEK CHANNEL CALCULATIONS G / / DGNN EK CULVERT ~ ~ y! / ~ OWN R i / N~\\
Given Input Data: / / / Shape Trapezoidal / P L ~
Solvin for De th of Flow / Flowrote 0.5100 cfs NANCY DAMERON ~ / ~j / ~!iF ~m0 TO° ~ ~ / i _rllF ~ ~ ~ i i
Slope 0.0500 ft/ft PIN 1840-76-1672 DB 12337 PG 2555 / ~ Manning s n 0.0450 ~ - - - 7 ~ _ ~ _ ~
_ Height 36A000 in ~ - - - J ~ / Bottom width 0.0000 in ~ ~ / i ~ j~~ 1 ~ ~i - siLrFErI,~ oI~nLT i i mo ~
left slope 3.0000 ft/ft (V/H) ~ ~ ~ / / / i Right slope 3.0000 ft/ft (V/H) / -J / ~
i Computed Results: / ~ ~ / / ~ ~ / ~l ~ 1 ~ ~ ' ~ / i ~ ~ ao1
De th 10.5460 in / Velocit 1.9810 f s / / / / q / y p / - i ~ ~ ~ , p01
i^ G / Full Flowrote 13.4733 cfs / ~ ~ ~~m~ Flow area 0.2575 ft2 ~ ~ ~00~
' In / ~ ~ ~/n Flow perimeter 22.2330 Hydraulic radius 1.6675 in / ~ ~ / / / / SILT FENCEy / SILT FENCE ~ 1 ~ ` ` ` ~ ~ \ ~ ~ \ / ~ / ~ ~ / X00 5~i Se 45 p0 ~ o~ Ooh PC~45+80.58 O
' 7. 307 in / / ~ ~ - OUTLET Top width 0 / / / / 3.0000 ft2 / / / / / Area / / OUTLET ~oD ~~~LT FENCE (T1P:j'~ - , - - - - - - ~ - - - ~ ~ / ~ ~ ~ / PT = 45+97.15 ~ ~ ~ ~
Perimeter 75.8947 in i n II 29.2945 % ~ / / / / / ~ / V00 , 7 ~ / Op ~ ~o.~-- SF --~OSF F l~~c~~ V `-FLOODWAY OUTLE7NCf ~ i ~ o ~ ,r~~i ~ ~x
Perce t fu ~ / / / ~ gF / ~ ~gF 'F 43F~~, SS-`\ tOD / Opp ~ ~ ~ w w
/ / F E :;I L F r, Op ~ / / / 0~ ~ / X00 SF H ,~aFO „LEa ~ / ~ ~ FQ3~ ~ ~ s~~ ao1 01 ~ _ ~ sF~se°p goo - ~ p~ ~ ~ U
/ ~ -FI C JD FLi1C? / % / / / / ~OO~~Zx00 r00 / po 'P~ 001 SF SF Ls~~ w . / 'y PC ~+90.75 ~ ~ ~ w w / ` PT - 42+65.08 Col ) ~ u w ~
/ / / 9F / i ~ 1 44k00 ~ ~ f ~ ~ ~ r p0 ~ P~ f" ~ 00 ~ ~ ~ ~ PT 44+96.40 Q ~ r ce
~ ~ i ~ ~ OOyF f~ / i ~ / 1 i / Pte, ~ ~ ~ ~ / f o~ e ~ 1 ~ ~ ~ 001 o ~ w w
/ ~ o ~ / ~ ~ / ~ / Boa s ~ / ~ ~ PT = 44 ~ 9.98 ~ . ~ ~ ~ `o z z w
/ ~ _ ~ / i , , , ~ SlLT FENCE / ~F 00~ ( / P / rLuJ~4,r,1 PC = 42+34.01 ` i=' qP ,,r ~ ~ ~ P to ~ . r'"~.-'--- TP ~ ~ , ZONE 2 IMPACTS ,,r~~ c ~ w ~ ~ ~ C = 43+81.09 i.... ~ a 2 m
/ ~ ~ ~~~K / / OUTLET 0~ ~ / / 5 i / Sp , / / ' B10 ZONE 2 = 259.6 SF:~1~06 AC a .ti
._M / NEW TREE ~ ~y / ~N LINE . ~ ~ I / c~ / / / / X00 sF ~ ~p l w ~ w w w
-.W f " ~ ~ . / / I /..--FLOODWAY F ~ 0~ "'TREE PROTECTION ~ / ~ / Op , k0 ~ ~,p ~ i I ~ f ° v~ ~ ce r~ I fry'p
~ ~ / ~ h FENCE (TYP.) _ mm m., ° ~ i / t / SF ~ Q ~^~o. f h~ \ ~ m u~ ~ ra a n
M _ / 0 . aM~TS OF / ~ 0 t / ~ Opp ~ ~ ~ ~9 ~G . Lt I RAN ~ ~ / / 3 ~ 5 ""k .c D STU B CE ~ ~ / / / / ~ / r LJ ~ Q N ~A N Gri I 1 ~S V
Z D _ - _ . / / / / 001 / to ~G~ 0 9 ~ p n
= ROCK INI,,ET''$EDIMENT - / / ~ / / i' ~ r`~~ ~ HERITAGE WAKE FOREST
Q r CLEAN WATERpD~F13SLON.,{ TRAP TYPE'C~-SINGLE ~ lil III l SILT / ~cr / / / / 5F p0~ / qP ~ ~ ~PROVIOE T60~LF NORTH DIRECiIONAL.FLO'h~ F ~I~ F T ^QRNER OE y~~ GE p~,R~ a AMERICAN GREEN TEMPORARY iG_C ~.~rr r;RCSSI ~ c2~0~ gR~D ~:,F~ r / Sf ~ i / qP i ~ PIN 1840-75-7997 DB 11158 PG 1401 ~ ~
LINER 875 OR~PERaVED--- ~ ~ i AREP~ ~E G~~ 'C',~ _ _ ~ ~ p ~ 00~ ~ „.~~EQUAL~TN~CHANNEL BOTTOM ~ ~r per' 1N TW51E0 1N OBE _ _ - - ~~II r FEIdcE / ~ y0 sF ~„w ~ p ~ 4
---'-CHECk"DAM". / \ ~ ~ ~ ~r ~,c LO~P~NG SS ,rTl- ~~fLE-I ~ ~ . i S _
toy / . . , ~ - ~ ~ vi,~,il ~6Jj _ SOD - i~' ~ TP ~'~'~yt~ ~c, 39.92 SF,_»- ~
C ~ E4 T-- - ~ . S F ! ' 49 23~ ~ ~ is ~ _ f' O.OQ32-~ / ~ ~
3 . 0 ~ ti / / ~ f::~.~ ~y~
Ili ~ ~ i 247 P
~ / ~ o0 248 ~ - / &F S~ ,.gF.,., S;r:r~.- F".=po x,~ j ~ i : 24 kp0 c`~ ~ / ~ ~ O / ~ \ ~ ~ / N
~ ~ ao~ aoT s~~ _ 39 / / j ~ fps ~ x A ~ ~ ~Q s
TP ~ ~ ~ , ~ r 01 _ , ~ . sF , ~ ~ ~ - 4r ~ 0 ~ i"~~ HERITAGE WAKE FOREST ?P p ~ ~ 72 2 %j , / ~j~P ~ PIN 1840-75-2348 ~ V ~
o , + / ? ~ _ ; ~ ~ ~ ~ D8 11158 PG 1401 / sT~ ~ ~ ~0 ~ % p BM2008 PG 107 /
~ J i C ~ i i~ + o~~
PC = 36+63.80 ~ - 00. ~ , i~~.l~~ ~ ~ . ~ , ~ , ~ ZA9 0 ~ ~ss?2 .t~~ W ~ - -,,~~v ~ ~ Z ~ P = 38+77.24
~ ~ PT - 36+94.85 ~ / ~ ~ ~ + os~ ~ i,,~ ~ , oo~ ~ U~~ SPECIAL FLOOD ,S~
HAZARD AREA \ f / / FLOOD PLAIN ~ ~ ~ O
NANCY DAMERON s~ ~ ~ ~ ~ PIN 1840-76-1672 PT = 37+70.55 p , ~ U
_ o~ Y ZONE 1 & 2 IMPACTS / ~ oe 12337 Pc 2555 f ~ w ~ B9 ZONE 1 = 1660. ~-O:S38' AC ~ ~
3 69 ZONE 2 = 296 .70 ~;,_Q.068 AC / / ti ~ ~t ~ ~ ~ a\ N tiD
Cd ~ ~ M ~ U
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN GRAPHIC SCALE U ~ .'J.i N ~ cn ~
OF WAKE FOREST. 30' 0 30' s0' ~ • oU~oox wz 3
. Engineering Department Date ~ ~ 0 3
{IN FEET) ~ ~~.~n~~
Public Works Department Date 1 inch = 30 ft. U~~o,~o~c ~wac~aw~
Erosion ~ Sediment Control Date ' ~ ~ j i I ~ _ ! ~ ! ~ ~ ~ ~ 1 ~ oa
Fire Prevention Date I
I 1 ~ 6 ~ x
Planning Department Date z l ! l ' , ~
1 a ~ .-_m ~ . w.w.__ . _ _ _~m_, ~ _ + I ~ l I 4~0 e, i,.,_____ _ ~ ~ d
I City of Raleigh Public Utilities Department Date j E I I } ~ i ~ n ...~~e_Ia ~ _ ~z ~ ~ ~ I
264 - ~.m ~ E I I I i ~ I.~ _t- _m____ ~ _ ~ _ J~ _ _ 264 E ~ ~ ~ I U
E 1 I .........w...,~~...... , C I ~ ~ ~ I I z ~ _ . 3
{ 1 1 ( j I, ! ~ ~ i ? ~
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I ~ I I ~ ~ 9 ~ I I ~ i ; ? #
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I ~ . - . ~ I I l ~ ' ( l ~ I I I ; t { ~ W
260 ~ ......n...-~.. _ _ ..~-...-rn.. i 1 I I ...~~~_..~,..~.~M.._~_....._.__._____.....~__.._.. _ ~ _~~~.__~...m _ ,m.._._. ~ ~.,m. 26 ~ m ~ ( ° ~ Q
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I _ ~ i 1 ~ ~ i N ~
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z z
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rn mN m"' ? € N N' E 'd' , O N W m.. 256 O ' t ~ r ~ _ . _ " ~ f.. __m~.... ~ o
O j I I~ N M ~,,~i N ~ W N "I i m~ ~ ~ z5s M ~ a0 pG IXpp7 ~ ~~~,11' Q ~ N
s i J II. r II m PR NGINEERED STEEL EE r ~m _ ~,..a_. ~w..u _ - _ w M PE ESTRIAN BRIDGE.;TNE M N N r O + N # uf' N ~ ~ ~ ~ _ o ~ o ~ . ~ _-III „ . W_n . ~ ~ _ ~ o
q w II 5 Q II S d ~ n BRIDGE SHALL BE WEATHERING n. ar N S EL AND SHALL CONFORM TO TE ~ ~ ci w ~ ~ ~ rn o ~ N M a it II II ~ ~ > > w ~ N ~ `t N 6i + d' + ~t r+ i
S 5 4 Q 254 _fl_°__ ,._.ASTM"A847,.,AND°"tiS?M°'A588.~~.F ~Q~ mm....,...3_,,.,,.~ _..........w m (BRIDGE 'C') w a ~ m N~ . _ m a rnm..~ # ..ak...__.,._,..._..._, .II II N..._._ ~ Jl. II 1 ,d.,. mm__~...m s[„ . ~S ° w ~ ~ 1 ~ . m ~ p +°°d~ a a .r ~ ~ li II IF . __q .w ~ ~ , ~ ~ 254 ~j.~ N~ ~ OJ ~ N~ N d' W W N N D z Y d
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W Co D [440TI-F-010 (-nom : J T-140~ SHEET of

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GREENWAY TRA 3p' 0 30' 60' TE: eoARD WALK 0 a ~ ~ ~ ,x EENWAY TRAIL GENERALLY ® ~ m
Engineering Department Date FOLLOWS EXISTING _LOWS EXISTING GRADE, SOME ~ ~ ~
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O E i ~ E E E 3 O ( I E ~ 51+00 52+04 53+00 SHEET NO.
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a s ~ a ~'fa f ~ ~ I RI = 55+66.48 ~ Tp ~ -t--. ~Ol ~ a,~,'"" ""58 ~"`~S LOD Lt~6 LOD L^9~ - CLEAN WATER D VERSION (C). ~~p T " ~ 9F S~ SF -^~R SF „ a' s~? C ~ GREENWAY CENTERLINE - ~ WETLAND AREA
PROVIDE 90 L~F NORTH AMERICAN ~ „ TP T ~ Y t1T" ~ ' ~ / ~ X05" S + 0 ~ ~ GREEN TEMPORARY LINER"S75-0R , ~ ~ ~ ~ ~ ~'F~~ ~ ~ `k, ~ 500 1R FLOOD \ GREENWAY (EOP} PLAIN
'fir. ~ ~ ~q e' ~ _ APPROVED EQUALrI,N~ CHANNEL r` ~ - 0 BOTTOM ~ .,w ~ / 'r -T`~Ol r ~ ~a ~ 0 ~0 ~ ~-,,p ~ ~ „ , " " - LOD LOD - UMIT OF ~ DISTURBANCE
PUBLIC ~(i`R~NWAY ESM T. CLEAN WATER OIVERSIbN (D). QOT 6 P ~ ~ PROVIDE 400 LF NOR dMERICAN gyp- ppT ~~-w-°~--~"~ ~ ~ ~ - - - - - - - - FLOODWAY CONSTRUCTION 266 PT - .86 ~ " TP TP - TREE PROTECTION ENTRANCE ~
' ~ " ~ / ~ GREEN TEMPO&AR INER S75 OR ~ " - T ~ 00 aol a0P a0 .M.. ~ ~ ~ ~ ~ TP TP rp TP T O0~ i `ti, iP SPECIAL FLOOD HAZARD AREA o000000o RIP-RAP ~ O
r'`r ~ ~ APPROVEQ~E~UAL IN CHANNEL TP °ooooo00o DISSIPATER
~ „ ° J ~ / ~ ~ ~ ' PC = 58+62.20 ~ ' f j~ ~ FLOOD PLAIN ~ 1 - - ti \ ~~C PROPOSED CONTOURS (MAJOR) SF - SF - SILT FENCE o0 o a ~ ~ 0
r' " wM A PT --58+73.57 PC 59+31.25 ~ PROPOSED CONTOURS (MINOR) SILT FENCE ZONE 1 ~ ~ DING WALL ~ ~ ~ OUTLET
. ..---~._,...J" ~ M---' y, - ETAINING WALL ti,'-~^° ~ ~ ~ ~ " / ~ ~ SEE DETAIL SHEET C-2.1 ETAII SHEET C-2.1 ""w ~ ~ 00+00 ~ ~ ~ R"-, MATCH LINE ~ ZONE 2 Q ~ ~

T~ Tp T ~ r NANCY DAMERON \ l°~~~r-`~''~'~ PIN 1840-76-1672 r~ U ~
~ DB 12337 PG 2555 ~ BOARD WALK `J ~ U ~ ~ ~
NANCY DAMERON PIN 1840-76-1672 PROPOSED ~
DB 12337 PG 2555 SPECIAL FLOOD BRIDGE ~ U ~ O
HAZARD AREA w~a~ o ~
~ c~C 01 N tiD
Cd ~aJO0~~0 ~ ~ M ~ V
,Va ~N~r1°"o
GRAPHIC SCALE 30' 0 30' 60' ~ ~ w ~ ~ ~ ~
rn ~
~ _ J ~ ~~.~n~~ .~~~,a
(IN FEET ) U'~o~ o ~ ~IW~aaw.~
1 inch = 30 ft. 9 i ~ i j ~ ~ ( ~ I [ i j ~ I I I I ~ a~
~ ~ CLEAR WATER DIVERSION (C) CLEAR W -TER DIVERSION (0) t i I ~ i I = I I z m
CHANNEL..CALCULA110NS.., CHANNE -CALCULATIONS 1 ~ _ _ ~ 1 278 i j l ~ I ~ i ~ i ( E _ _ . - F ~ - - ; , 278 0
Given Input Data: Given Inp~t Data: ~ ~ I 1 I ( ~ ; ~ i ~ 3 ~ Y tl i Sh a Tro ezo do Trc ezoidal ' ...,qp 1 ...._ShaPe .r..r. I ' I I ~ I jl r~ S. i r ~ . _ r t....... it - t~ U
Solving for Depth of Fl~w Solving for Depth of Flow ~ ~ Flo~rate 5.8400 cfs , Flo~rrate 7.2400 cfs ~ ~ ~ ~ ~ I fr j ~ 3 I m 0
i Sloe 0.0150 ft ft 1 ft f / ~ Sloe 0020 /t i ~ I 276 ' Manning s n{NAG Roughness) ....0045 -Mo mng s ri (NAG Roughness) 0-0450 ~ ~ .....E .........E _ . I ~ ( y € f..
Height 36.0000 m Hei ,ht .......................i.. 36.0000 in ( I I E i ~ I ~ ( I s, i I Bo Yom width 0.0000 In Bot om width 0.0000 m i ` 1 ~ I ~ i f ~ 3 ~ . _ - 276 1 ~ Z E ~ { ~ J F ` € : c E ~ 1 1
_ _ . _a........ , .Lef slope 3.0000 ft/ {V/Hj LefC slape : ....x::.. 3.0000 ftff~ (V/H) € ~ I 1 _ Rlg t slope ..............F..... 3.0000 ft/ft (V/H) Right slope 3.0000 ft/ (V/H) ~ i I ~ i i 1 € i € E . r 1 -l- 3333 7v
I I i ! { i t I ~ } f E. t ~ ~ I E ~ ) I ` . - ~ I ~ J ~f._. ~ s i..... _ _ _ z74 NOTE:
274 . Computed Results.......... ..._Gomputed-Results: ! _ ~ . - . - . E De~th . 33.5577 in ~ ~ ......................r... 32.9757 m Depth .......................R. ~ E ~ ~ ~ 9 I 1 1 I Velocity 2.3201 fps Velvlcfty ....................J... 2.7774 fps r ~ ' ~ f i ~ E ~ ~ I GREENWAY TRAIL GENERALLY
Full Flowrgte 7 3796 cfs _ _ FuIIf Flowrgte _3,., . $.7317„cfS.... 3 i i _.........1... , I `s _ ~ FOLLOWS EXISTING GRADE, SOME ~ W
to area 2.5171 ft2 I Fla area 2.6088 ft2 E ? E ~ I € Flo perimeter 69.5190 irl Flo perimeter 70.7459 in E ~ ( i ' ~ ~ ` ( ( ? i ~ FILL WILL BE REQUIRED TO ~ [ j ~ ~ ~ MAINTAIN SMOOTH TRANSITIONS. Q O
Hy raulic radius 5,2139 in Hyd aullc radius 5.3059 In I ; I 272 To ' width.:::..:... t..... 21 9838 rrr~ . Top "witltH"'°:: 223718 m ~ ~ _ ( __.i ~ ' I t r ' ~ t _ 272 ~ - ~ Y
Area ~ . 3.0000 ft2 Are 3.4000 ft2 ` 1 ; t ! 3 Per meter .................i. 75.8947 in ' Per meter 75.8947 in ~ _ , f3 I ~ ~ N I - _ _ _ h.... m _ ~ _ a .
.....Per ent.-full 91.5993 % ..per' ent-talF 93.2158..% I - ......__.........1. i _ . ~ _ 33 i 4 1 3 I E i 3 I l i Q ~
I € 1 i I I , , ` k 270 , ' I-~"--- i E~ EE I z ' ~ . a _ } - ~ © ~ 270 ~ Z W
It3 77 I I t E i { i I I ~ o ! o o ( I
f ( ~ m I m m ( r ~ r ~ W N ? t` N I ~ W
I i II I l ~ € ~ I 4 9 ~ PRE ENGINEERED STEEL o ~ n o ~ ~ 1 U
268 l . _ _ _ ~ f........... j . - ~ 3 i I _ _ , ( i i E 1 E ~ ~ ( / t i i , ~ i j w ~ w w ~r ~ 268 .........PEDESTRTAt~7 BRIDGE: THE. ( II a BRIDGE SFkALL 8E WEATHERI G II a + N i r I l
1 3 1 ` E { ~ ~ i . ' ~ , I 1 i i ; i ' r ~ i _ " ~ ~ STEEL AN~ SHALL CONFOR TO ~ m I '7 Z _.....__.ASTM-A84~-AND-ASTM A58 it .u ( ~ n V O
l (BRIDGE 'Q') 82'-2.. ~ ~ ~ i ~ ~ 1 1 ~ ~ 5 w
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~ I i ~ N ~ o Ili II ~ , 3 i ~ ~ ~ w ~ ~ > / ~ . , I N ~ ~ ~ ~ ~ 5 a a w ( l 3 it ~ I..L.
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t I ~ ~ II 1 ~ ~ l j ( I ~ ; n N ' w ~ W S a l ( 2.47% y a it 284 a. II
._i._. ~ I J ~ I ~ JI r w S d _ I ~ w.,,,, , s,. l _...-.i 100-YEAR FL`~OD 0 ~ ~ ;.-.t ~ 1 ~ l ~ i ~ ELEVATION ? _ ( j
l € ~ f ~ y ~ N II ~ ~ ~ I ~ ~ ~ ~ ~ J ( f 1 rn~ 1 ¢ ~ ' S d E ~ „ I E
} a ~ i a I r- W a 3 ~ ~ - . i.._ r ~ ~ 1 E 262 p ........_.........q...N f............... N i ~ N .,w _ i _ i € r , E o ~ O o rn _ . ~ . ~ ~ - _ . . i_ . L......----° - 262 O ~ i ~ ~ ~ I
N~ ~ ~ ~ E N ~ ~ ~ ~ ~ N ~ O I ~ N ° t0 ~ + N m ~ I 1 f ~ .r""".".. ~ I I
N W.,_.............._._ N E .,...m.._.+... ...,11.. W ,f. p~.. M.... fA iXl. © ~ d. Cl € + UY q ~ to N } ~ ~ J _ ..........tale ~ U~, ll GJ d' ~ at q a1 N O ~ t0 •t q € b NI + ifJ 1 UJ ; ~ N,D N ( N 4 W ~ c t 1 (I ~ II d+, ~ ~i n u,i ro ~ + ~ ~ N N ° It ~ N t II p~ I tot ~ A. ( i , ~ > _ ~
II > ~ d N d ~ w+ N ~ N N II I t II II II II II € 5 , -.,,w 1_ -r1.0~'~o a ~ I 260 W.. w..... ua,., ..,n ua fl,. W.. ~ _r._._.__ I ~ 11 I{ II II II p tl ~ I Q I~ Q ~ ¢ ~Q ~ a Z _-I _ r _ I , . 260
i ' % m w N~~ u ~ ~ t w H w: ¢ w ~ W ~ wr- w I ~ 172°l<
S n. M W ~ a~ ¢ € W Si ~ 5 a S- S i 1 ~ S i ~ ~ S N_ ~ 5 a ~ o. a. a j E ~ 7{ j t . I..... t
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258 ~ I . - ~ l i ~ EE BRIDGE _ _ i ~ . , , _ ~ t _ BUTMENT, SHEET NT> SHEET t I ty _ 5 € SEE dRl`J,GE ~ } p Y
o i ' ! 3 ~ i ? ~ C 2.1 DETAIL "D" rn° ! _ ~ I .2.01%. w" _ _ _ E ' I [ € i . , ~ C-2.1 DETAIL 'D" ' 1 ~ I i € ABUTMENT, SHEET j ~~,t v I _
N \SO ? % ,,.._--..1.42%=°= >0.2&~ 0.87 iw._,.~.~-w I j ~ € ~
ro 03.9 D5 W 256 0.10% 012%. I I , t ~ l.- r i E ` } ~ ~ it ~ [ i 1 t-. !
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~ ~ • . .
~ I € i I ~ ~ ~ , ~ ( EXTEND DRILLED < 252 i . E j i 3 i.._. _ ~ OCK - ~ ~ ~IER"'TO"°R i E EXTEND DRILLED II II ( ~ I I I I ~ ,~i Q •~~,N~, ~ N~~~'•• IER ro RocK _ _ ~ _ I _ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN •a...•••
~ i i t 1 ~ E ~ [ (ELEV 250 I e I ~ E 3 1 III III i EXTEND nRILLEO ~ OF WAKE FOREST. 4~~ ~ I I PIER TO kOCK I 1/ (ELEV 250 t) II ~ _ /U
A _i.... ~ E i _ i ~ I i ~ ~ a i( ~ ' m ~ I t i t f ( i I I~ ~ (ELEV 25t t)........... i...- z ~~111111 ~ II I III ~~~Engineering Department Date
i I j f ~ _4~ _ _ II_ Public Works Department Date -1------------------------------------ heRZ se.ALe i
250 ~ _ _ A ~ : . 3 . ? z _ i g t , 7 I I _ BERT SCALE:
~ i 3 ~ I I~ n E ; ~ ~ T l Erosion & Sediment Control Date
rRAwN dv: TRI
C z ! I i 1 . 1 i Eire Prevention Date CHECKED BY: OMK
y.. j i i ( Planning Department Date DATE: _
I 3 ( S . .248 . y , ? r . i 10_26 09
O { City of Raleigh Public Utilities Department Date PROJEC' NO. 12082306-A
{ t
0 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 SHEET NO. ~SSUED FOR CONSTRUCTION C-1.5
N CO D SHEET 8 or 12

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f ~ ~ I W
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r j~ ~ ~ ~ t ~ /f f LEGEND
~m..__.. w.."....W J {f..._...... l f h`` f f - - - - - - - - 30~ ZONE 1 LIMIT ~YY•Wl TREE LINE
t~~ ~ J \ f i 1 NEUSE RIVER BUFFER SITE BUFFER
P` / j i STREAM CENTERLINE ~ ~ 100 YR F100D PLAIN
' ~ 1 f rid 1 - GREENWAY CENTERLINE ~ WETLAND AREA 500 1R FLOOD
F F ~ , ~ ti GREENWAY (EOP) PLAIN
f i 1 - LOD LoD - LIMIT OF - - - - - - - - FLOODWAY DISTURBANCE CONSTRUCTION
r ~ ~ j - TP - TP - TREE PROTECTION ENTRANCE - - FLOODPLAIN
0 ~ SPECIAL FLOOD HAZARD AREA poapoooo RIP-RAP
; l,a I o000000o DISSIPATER PROPOSED CONTOURS (MAJOR) SF - SF SILT FENCE
. ~ i 1~ j PROPOSED CONTOURS (MINOR) SILT FENCE ZONE i
OUTLET
t ..m ~ ~ f 00+00 MATCH UNE ZONE 2
i ~ ~ . ~ ~ ~
~ _ 1 ~ l ~ _ 1 ~ 1~~1~113~' BOARD WALK Z
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I ~ ! ~ a ~ ~ cn
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! ~ / ~ A l i E ~ ~ ~ ~
i / LOT 762 ~ ; z v ~ ~ • i ~ NOTE: a a' G,, ~ o a a m
~ `e ~ GREENWAY TRAIL GENERALLY ~ o a
! ,dry`` \ ~ \ ~ ~ i ~ , FOLLOWS EXISTING GRADE, SOME ~ w ur FILL WILL BE REQUIRED TO © N ~ 'w 'w
I ~ \ ' MAINTAIN SMOOTH TRANSITIONS. _ ~
t ~ ~ ~ ~ 1 i i ~ 07 ~ l i ° ° i I ~
~ ~ n of ~
cv ~ ~ ° ~ f
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t 000 ° ~ r" d` t ~ a \ r./
_ ~ r"~" o 0 0 0 0 0 ~ / ~ t°" Mr ~ ~ z ° " .R LOT 760 d ~ r^ ~ ~ ~ wti ~ 0.P aroa. ° ° ,d ; .rfs`1 ,d l" s' g n " ^g, a ~ ~~~r \ ~l o~
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c ^1 R ~ oaoo ~ ~ CONSTRUCTION EN~`RANCE ' f ~ wE ~ ~ ' ~ ~R6 ^..,.~,.w ,r ~ a- .~a.R ~y, ~ \ r" ,rr,r /d' r ` ,i d rl a ~ e s ~ ~ r ~ / N 1 s e ~ ~ i
~ ~ PG F W r• o.0 0 0 / O fr'/r''/ e a a t a ' ~ ~ ~ ~ ~ ~ ~
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F (I Fr 0 0 0 m o o r \ ~ ~ ~ . ~ o d"/ / ~ r a ~ ~ , ~ ~
} ~ ~ ( 1 t 0000000 . f7 ~ [ ~ ~ `'k 000000000 _ j % ,r' I 0 0 ~ ~ U ~
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t ooaooooo ffi l 000000000 ~ -"-;fx x ~ ~ ~ ~ ~ ~ 00000000 - ~
~ 00000 ~ ~ ~ i ,,y f a
{ 0000000 € y.._ t o00p0ppp0 . < • a f ~ ~ l ~ % ~ G~
00 i ~ E t , ~ °ooooo0000 1 ~ ~ J YOI • a ~ ~f'
~ 0000000 o r t Co q ~ ' i 0000000 ~ { CFF 1 C2 r ~ t ~ ~ 00000000 .7 ° I } ff 00000000 1',i.! f ~ ~ ~ ~ cad Oi N ~0
E i 000000 W0, ~ ~ ~ o0 000 ~ ~ ~ , ~ ~ } ~ a j ~ i~ 000 0000000 9~ CO r ~ ~ ~ OOQr~O 0 ~ C~ 1~ ~ ~ M ~ U
000000000 p i J ~ I ` ~ 000000000 ~ ~ 0~ t
i E ~ ~ p0 000000 C t I j °00000000 >a 0 ; i' ~ ~ LOT 780 ~ ~ ~ ~ ~ th W ~ h
1 t 000000 ~ o~ APPROXIMATE ROUTE i ! I , ~ w ~ ~ o ~ ~~t ~ < FIELD ADJUST AS REQUIRED ~
3 , t o W6 t E 00
i ~ SILT FENCE y 1 0.89 F ~ 00> ~ T ~ lOT 668 f + , 425 t TOWN OF WAKE FARES t ~ OUTLET ~ F 64-Y176 /
o~ ~ ~ PIN # 106 7 PG 9 ~ I j ~ o ~ DEED ~Q /
~ i a k ~ ~ °o ~ LOT 667 , , ~ p ~i ~ t
u3 ~ ~ ~ ; ! ~ PT = 25+2' 1 ~ ~t ~ Lor 76z a PT = 25+29.63 1 ill ~ 1 H O
t ~ l S I ~ ~o ? TOWN OF WAKE SOREST ~ ~k/S ~ vl ~ _ , ~
lOT 669 PT = 21+23.74 j , j II ~ PIN ~ 1840-6 7946 p o FLOODWAY ",r ~ ' ~ PC = 21+15.54 0 ' EED 10537 ~ 709 ~ o ~ a f ~ LOT 761 I nNG ~ ~ ~ " PC = 25+20.25 \ ~ / / / ~ 1 (~gNgR 3t ~q, RO ~ " ~ ~ ~ ~ ~ a
! ~ FLOOD PLAIN - - I _ ~ / ~ ~ ! I m l / SILT FENCE r 3
- - - ~ - - _ OUTLET ZONE~~ 1 2 IMPACTS a cm
i, ! _ - ~ - ~B5 ~ E 1 = 297.72 ~F= 0.007 AC o n ~ \ ~ 1 LoT ss5 ! E ~ ~ _ - - - _ . (~B5 ~ , E 2 = 241.59 SF: 0.055 A ° °z o ~ ~ ~ ~ ~ E RETAINING WALL w.- ~ ~lF~"`"i'f~Ne~ ONE k r",~c ~ , } ~ @ ~ ~ t 1 ~ ~ r' ! , s~ao~s~F4' Ica ~ w i ~ ~L ~ ~ U
w. ~ ~ ~ < z ~ cP ~ ~
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~ LO LO LOD LOD LOD D LOD LOD ~ ~ ttt / I `t~ I t t~~ ~ hi f ~ ! ~ ~ ~ _ .._._24.0(!._ ~ _ . ~.....25• ~ Loo oD• ~ ~ ~ ~ f ~ ~ ~ 2 ~ ~ 83 (n r-
1 ~ >~41'it~~l! ~ ~ y ~ ~ ~1 _ d ~ _ I _ ~ _ ~ w ~ I ~ tl , 'i,.l ~ ~ I 1 ~ ! ~tl ~ ~ f ;ti . _ ~ '
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i"% ww~ d" 09 , REMOVAEL~ FIFE- I ~ l J' MOVABLE ~ ~ I ~ ~~..-t , ~ p ~i- p ~i~' BOLLARD - I~ ~ PI E BOLLARD ~ ~ t~~ w.~~ -~?~,-oo _ ~ss~~!~ Zq~ ~ \ ~ , ~qR Stoll ~ ,r ' j W 7W
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r` ( - ~ ~ - r ~ .r' . i'' SF ~ ~ % ~ ~ ~ ~ Tp (P ~ sF _ ~ '`'~,.a. ~ " fly ~ o0p ~ ~ 8 p ' 0 ~ C cm r / z
SF ~09 / ~t_T FErJCE~ A i ~ ~ ~ a ~-^y~ -•:,I ~ SF ~ ' ;ITT FENCE-i OJT~Ei \ ~ ~ ~ ~ \ s Y , . - ~ TP "~i~~,,1 ~@ ~ s~ ~ sfi ~ ~ ~ `mow • ~ ~ ~ ~ ~ ,%y~ k ~ ~ ~
SF 0 . ~ LIMITS (}F Urr) ~ ~ i ~ ~ ~ ~ ~ ~
19+00 ~ ,I SF DISTURBANCE e ~ ~ ~
i,.60~5~a ~ ~ ~ ~ ~ c. a~ ~ _m _ _ Gx u~ ~ A~ DSO, FLT ~-SURIEYED TOI' CF 6.d 11 ~ ~ ~ ~
~ ~ PI=MOVABLE PiPh ~ I~ ~ ~ "
TP F~ ~P i.,~ . Re ~i CHEEK ~ I ~ A ~ Y ~ ~`a.~- AP rc~ cEN IEet.lr~~_ a~~ ~ / ~ ~ r ~ ~ ~ BOLLARD F ~ ~ ~ ~ ~
~ ~ ~ r ~ ~ ~ -nPPRO,;. TOP C~ 6ANr: I
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v ~ / ~ \ ~ \ ~ s ~
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\ - - _ STATE OF NORTH CAROLINA ~ V ~ = ry~,'~ DRAIN - - PIN ~ 1841 •62-8697 ~ tTH CAROLINA \ ~ ~ ' ~ • : ' •62-8697 ~ _ - ! -
~ / 1 ~ _ _ . DEED 96'9-01 \ _ ~ L~s-a1 ~ ~ - ~ - 7466 ~ ~ ~ J i ~ • . q.FN~ ~
~ SPEgAL FL06D ~ ~ ~ ~
~ HAZARD AFEA ~ ~ ~
7J \ ~ ~ ~ m / ~ T _ ~ \ 'ter ~ ,,,~~~~~aaoue ~ ~ THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
~ m \ OF WAKE FOREST. ry ,q ~p~~~y HORZ SCALE:
m \ Awl~\ 4.g jl 1~
~ 30' 0 30' B0~ Engineering Department Date vER? scnLE:
91 \ ~ n..ut_ w__~._ n____iv__i n_i_ BRAi1mJ '3:~ TR
a \ r UU H: YYVI Kti Utz Vl lrrlert UV IC
~ ~ ~ CHECKED BY DMK IN FEET) Erosion & Sediment Control Date
1 inch = 30 ft. DATE: 1_0_-26-0.9 Fire Prevention Date PROJECT No.
~ \ 12082306-A
o \ , Planning Department Date
o r- ~ m (t ~A 7~ \ ISSUED FOR CONSTRUCTION SHEET No. City of Raleigh Public Utilities Department Date C-1.6
~ L S~-iEET 9 OF 12

o~ ~ ~ n
v - z m m o
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x H' z d F ~ x ~ o 8` MAX. WITH WIRE D,N.,o~ Hs~v DM°y 6' MAX. WITHOUT WIRE ¢ PRE-CONSTRUCTION PHASE No~~ 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
r0~-I~ LLJOH rO~T~(n { ) ooy=z SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN 1. MANDATORY PRE-CONSTRUCTION MEETING ON SITE WITH NCDENR
H z -Ix D O O~ x z H z~ x D u =oynm HvQO= iomDDm u WQQLL= ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH INSPECTOR. PHONE: [phone]
mz~ d ~ H czn~0o ~ zN~oo FxHZw zHvo-n MIDDLE AND jERTICAL WIRES I` c Qo~oN CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT). x z w 2. NOTIFY NCDENR REGIONAL OFFICE 48 HOURS PRIOR TO BEGINNING
or oH-wOJ off SHALL BE 12/2 GAUGE MIN. n°sH solid °xsz Noo~a 2, THE CONTRACTOR SNALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE LAND DISTURBANCE ACTIVITY.
• ~-1D z .Hx ~~D - D z H x PRECONSTRUCTIDN CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
?'-DI V F-H {"'1 V o ~ w ° o o TOP AND BOTTOM STRAND c ao DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF
z ° z ~ SHALL BE 10 GAUGE MIN. n n ? 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERIMETER CONTROLS (E. G. SILT FENCE AND CONSTRUCTION ENTRANCE). INSTALL BRIDGE MAT GROSSINGS AT THE TWO LOCATIONS CLEARING AND/OR LAND DISTURBANCE. INDICATED ON THE PLANS. CARE SHOULD BE TAKEN TO ONLY
-i--
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL DISTURB THAT NECESSARY TO INSTALL THE BRIDGE MATS.
BE MAINTAINED ON THE SITE AT ALL TIMES. 4. INSTALLATION DF PERIMETER CONTROLS (E.G. SILT FENCE, SILT FENCE
_ 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED OUTLETS AND CONSTRUCTION ENTRANCE). CONTRACTOR WILL UTILIZE
m COMPACTED SOIL s m a ~ ~ - 2' MINIMUM o Z ~ WIRE FILTER FABRIC u x ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE THE CONSTRUCTION ENTRANCE AS INDICATED ON PLANS TO INSTALL o PERIMETER GONTROL5. SITE ACCESS WILL BE OBTAINED THROUGH THE tL ~ AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT CONSTRUCTION ENTRANCE AND TEMPORARY BRIDGE MAT CROSSINGS ~
RI H C7 ® H Ce o Z A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO FOR THE REMAINDER OF THE SITE. Z
3° z~ °po z '0 x ~ FLOW N ~ ®x ~ z ~ NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES ~ ~ ~ REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. 5. INSTALLATION OF REMAINING SEDIMENT AND EROSION CONTROLS (E.G. (n
Ov 1-6 Q~ a ~ MINIMUM s ~ ~ NOTES a THE CONTRACTOR SNALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE CLEAR WATER DIVERSION AND CHECK DAM}. ~ v,
~ Z O N ~ Z „ C ° ~ p USE WIRE A MINIMUM OF 32 c o J AMENDED PERMIT. F_
~ D s ® D IN WIDTH AND WITH A MINIMUM FILTER FABRIC ~ W' W ? ~ 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION DF ANY ADDITIONAL EROSION G• INSTALLATION OF EROSION CONTROL MEASURES AROUND BRIDGE ~ ~ :r
O o o N v OF 6 LINE WIRES WITH 12" STAY COMPACTED FILL ~ ¢ ~ ABUTMENTS, o 0 ? CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION A5 ~ c~
~ v 6' TYPICAL ¢ d v SPACING. a ~ DETERMINED BY EITHER NCDENR OR THE ENGINEER. (NO SEPARATE PAYMENT), r 7. INFORM INSPECTOR OF INSTALLATION OF NECESSARY EROSION z w w
m s ~ pC D USE FILTER FABRIC A MINIMUM u 7D ~ ~ ® ~ ~ OF 36" IN WIDTH AND FASTEN _ _ _ N pC CONTROL MEASURES AND SET UP AN INSPECTOR FOR COMPLIANCE w w 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ~ r rr_ ® WITH STANDARDS.
N H x fli z ADEQUATELY TO THE WIRE AS - - - ~ - - - v. N z N ~ O - ~ ' - - ~ w d ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL ° _ ~ ~ ~ FINAL STABILIZATION IS ACHIEVED.
p ° ~ Z DIRECTED BY THE ENGINEER. ~ - ~ - Z m ~ ~ ~ PROVIDE 5'-0" STEEL POST OF THE - 8~, ~ ~ GRADING OPERATION PHASE ~
o z fox - - - ~ - `u CROSS SECTIONAL VIEW w SELF-FASTENER ANGLE STEEL TYPE. w ~ 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE ~ " ~ ~ 8. BEGIN CLEARING AND GRUBBING OF SITE (SEDIMENT AND EROSION ~ ~ SODDED OR SEEDED AS INDICATED AND STABILIZED. °
ANGLE STEEL TYPE. 4„ ~ 'STEEL POST = 2'-0" DEPTH 0" DEPTH CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE d ° °
' 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED INSTALLED}. f ~ cn n FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. c U, }
9. BEGIN LIMITED GRADING OPERATIONS. ~
EXTENSION OF FABRIC AND 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 1Q MODIFY EROSION CONTROL MEASURES AS NECESSARY DURING GRADING ~ ° °
SHEET 1 OF 7 SHEET i OF 1 SHEET 1 OF 1 WIRE INTO TRENCH sH SHEET t OF 1 AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO OPERATIONS TO ENSURE SEDIMENT DEPOSTON S MINIMAL ~ ~ ;p N MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
1630.05 1630.05 1605.01 1 1605.®1 IMMEDIATELY. 11. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING
v z m 0 0 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR OPERATIONS.
vm o0 0 v H N <'1 1/4" WIRE MESH 0'' QQ N~z ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS SEEN ESTABLISHED OR AS > 12. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE °
H z 0 . d ~ . D~..~O~p O E..r~OU D~~70(n ¢~3 DIRECTED BY THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS Nx~~ REQUIRED. SEEDED, MULCHED, ANCHORED AND FERTILIZED AS SOON AS POSSIBLE.
mo"-~~ 0'0 wJaHz m° u HZ~2D OO~x i..iZ-~xD C ILJaHZ
x°Dnm o:~:. ..'o:a o. o:~..:' U wddu-x x D m m D I- ~t F- U O o~z ~ 12, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL PROJECT COMPLETION PHASE Iw~~o~ CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS
¢ C4 z . scznoo ° °'a ~ 0. .0 HxH"z~' y x°oo 3 ft z,..,~rm o. ~ w z~,,vrm H ¢ N 13. CONTACT INSPECTOR FOR INSPECTION OF COMPLETE CONSTRUCTION.
. oOF..i 0. ~ O~LLOJ OOH ~ C)x~Z o,', O 000 C>x~~ c~nHx-~zow INTO NON-PAVED AREA, (NO SEPARATE PAYMENT). xo~a 14. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION
ADD A A Y Y z " ~D z Hx 13, WHEN CROSSING CREEK DR DRAINAGE-WAY, THE CONTRACTOR SHALL RIP-RAP WITH CONTROL DEVICES AS INSTRUCTED BY THE INSPECTOR. ~ FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL ro o
Q'. o' G a° o~ VARIABLE ~ C o ao CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE ~ cNv w 15. STABILIZE THE REMAINDER OF THE SITE.
z ~ ~o n ~ o z ~ DIMENSION~* 1/4 WIRE MESH ' ~ a ~ ~ 0 SEDIMENT CONTROL STONE ? STABILIZED IMMEDIATELY. a ~ JNTROL STONE 16. REQUEST FIPJAL INSPECTION FROM INSPECTOR, ~ ~ ~
~ GENERAL NOTES: 0. 1/4" WIRE MESH G, a o ~ E N R 2 ft
o. .:.,o. o o US 0 5 0 N0. 57 STONE FOR SEDIMENT ~ c~ o ~ .o V N CONTROL. 1 ft min 17. UPON APPROVAL, REMOVE ALL REMAINING EROSION CONTROL DEVICES, ~ ~
O o, . -0 - ~ ~ p ~ - 1/q" WIRE MESH ~ ~ o ~.o' W m USEIHARDWARE CLOTH 24 GAUGE WIRE MESH ~ SEEDING AS NECESSARY UPON THIS APPROVAL. 0 a
d:. " G~ 11 0 0. o.. 0'0.0.. a;0, 0 0. C'1 WITH /4 INCH MESH OPENINGS. e W U~~
z ~ o z c Z ° o..° SEE NOTE FOR POST DESCRIPTION u_ ~ ~ ° INSTALL 5 FT. SELF FASTENER ANGLE STEEL u. x~ ~ OLL J
m H MAXIMUM POST SPACING 4 FT. 0 . r' POST 2 FT. DEEP MINIMUM.
D Z n' O Z ~ x 0.~' H a y x SPACE POST A MAXIMUM OF 3 FT. ~ z® ~
~ - ~ ~ ®m 3 No 2, * 2 ~ dI- a ITi D _ li ~ ~ 3 D 1/4 WIRE MESH ~ Q ~ ~ ~ ~ o ac p 0 N ~
H z 12 NOTE Z I'fl O SEDIMENT CONTROL STONE ~ ~ ~ ~ c~C ~ N ~0
~ °y 2' USE N0. 5 OR N0. 57 STONE FLOW-.2 F ~ W ~ D a ~ 0 O?C H 0 ~ ~ N
m ~ FOA SEDIMENT CONTROL. LOW d ~ ~ 70 1 ft min a Z v --n--- ; USE 24 GAUGE MINIMUM WIRE ° pi p C Q Z ro N t+1 ~ ~ Z~ U a~ N x
~ SEDIMENT 6"~ 1/4" MESH HARDWARE CLOTH WITH SEDIMENT - ~ 6"' z p p ~ ~ CONTROL STONE 2' WIAE MESH i/ INCH MESH OPENINGS. CONTROL STONE H W ® ~ WATER FLOW -a-- o~~< ~ ¢ ~ ~ ~ SEEDING e 0 U ^ ~
-'I ~ 1`-6" PLACE TOP OF WIRE MESH 1 -6 cn ~ Z ~ 2000000 U ~ i..i * A MINIMUM OF ONE FOOT BELOW * x ~ H _ _ ~ ~ ~ ~ 0~ 0~
D z THE SHOULDER OR ANY o ~ ~ z - _ 'G S7 DIVERSION POINT. J W 0 0 (I I ~ I I~I ~ ~ (~I I I W N SEEDBED PREPARATION: H ,?y ~ ~ ~ ~ ~ bA p O ~
.n INSTALL WIRE MESH UNDEfl AVERAGE BOX ~ J ~ ' -1 O AVERAGE BOX SEDIMENT CONTROL STONE. z Z p ~ STEEL POST - 2 ft DEPTH z 'TH ~ 1. CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. ~U t~, ~ ro ro ~ Z ~ 2. RIP THE ENTIRE AREA TO SIX INCHES DEEP. Fri W d' Ra 0.i I~ ~
~ 7o DIMENSION VARIABLE USE 5' STEEL POST, INSTALLED DIMENSION VARIABLE w H '~i 7o LL FILTERED 1.5' DEEP MINIMUM AND FILTERED ~6I 1/4 WIAE MESH- W E"I 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEADING SURFACE REASONABLY SMOOTH AND UNIFORM.
m WATER OF THE SELF-FASTENER WATER ~ Z 2 ft ~ 4, APPLY AGRICULNRAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXNRE). Q aQ, ~ 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FWR TO SIX INCHES DEER ~ z
SECTION A-A ANGLE STEEL TYPE. SECTION Y-Y V ~ SPACE POST A MAXIMUM ® ~ ~ 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULIIPACK AFTER SEEDING. a , N 7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ~
OF 4'. ~ 8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF ~ ~ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. a U v
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW MIXTURE I a~ ~ ~ H
SHEET 1 OF i SHEET 1 OF 1 SHEET 1 OF 1 SH a SHEET 1 OF 1 AGRICULNRAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) ~ Q ~
1632.03 1632.03 1606.01 1 1606.01 FERilL1ZER 1,000 LBS/ACRE - 10-10-10 SUPERPHOSPHATE 500 IBS/ACRE - 20% ANALYSIS
vm o0 MULCH 2 TONS/ACRE -SMALL GRAIN STRAW U ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE Z
TEMP. STONE F"~}
H -i z DITCH CHECK d Q ~ NOTES: 100. yHo~ ~0, ~tiN~ Ha~c~~ SEEDING SCHEDULE E-
mZm=~ S~ PP~~ wJ°Hz E3UT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO H D oomx ENSURE CONSTRUCTION ENTRANCE IS USED. FENCE UP TO ~ W SED. FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
ooxnm wazwx SEDIMENT ON SITE 'nZD / NOTES: I-c~~°p ~ " 2 IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE P
xso° ~ d ~ ' H-x~zw z~oH-n oH-woJ IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE JCH THAT THE MUD QAIE. TYPE PLANTING RATE ~ELING OVER THE AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
n x x z USE CLASS B EROSION CONTROL STONE FOR s o d " STONE, THEN THE TIRES OF THE VEHICLES MUST BE W~ .ES MUST BE WASHED NOV 1 -MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE ~ W
-I EDGE OF PAVEMENT ° O oG ' ~ D STRUCTURAL STONE. H ~°`2"-3° STONE TO BE USEO;`•~."''.: 20' OR WIDTH OF o z EiEFORE ENTERING THE PUBLIC ROAD. DDi ~ EXISTING ,'>(SURGE STONE OR RAILROAD`.:" PROPOSED STREET MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE Y
~'o ~°~Q`~ THE ENGINEER MAY DIRECT THE OPTION OF p W° ROADWAY °.;'BALLAST) WHICHEVER IS MAI TAIN RAV PA IN A N ITI N TO PREVENT Ml TO PREVENT MUD OR Z APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE z
z c ~0, ~S~~a CLASS "A" STONE FOR SITES HAVING LESS THAN ~ ° 3 N G EL D COD 0 GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANC STRUCTURAL STONE ONE {1) ACRE DRAINAGE AREA AND A DITCH "k..'",-,.'.~.~ WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN SITE. ENTRANCE ~ ^ ~ O
BACK GRADE LESS THAN 3%. STONE AND REPLACEMENT WITH FRESH STONE. ~ SLOPE :DIMENT-LADEN STONE. JUL i- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE);
m A° MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MILLET); I I ' / ~ ~ O r 1 HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) 1.1.1 `„J 1L1L
3 ~ USE N0. 5 OR N0. 57 STONE FOR SEDIMENT ' " ' " " ` CONTROL. PLACE SEDIMENT CONTROL STONE ~
p ISOMETRIC VIEW AS DIRECTED BY THE ENGINEER. a ~~z~ z FOR SHWLDERS, SIDE DITCHES, SLOPES (3:1 TO 2.1): ~ n ® O
Dz °CI~- 0
f0' 1' MIN. NATURAL GROUND LL' ~ PLAN VIEW P~ ' PLANTING RATE ~ ~ ~ MAR i -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA); ~ ~
Z ~ 70x ~w AND USE THE FOLLOWING COMBINATIONS: /
o~ 00 000 Qx v
~D ° o 0 z MAR 1 -APR 15 ADD TALL FESCUE 120 LBS ACRE
ND o:H MAR 1 -JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE W ~ W BERMUDAGRASS
v CROSS SECTION a ~ 85' 15' JUN 1 -SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE);
v VEE DITCH Q EXISTING ROADWAY nv MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET); ~ 1 ~ ~ HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) V ~/01~
_ ~ BASE OF DITCH ~ ~ e./ SEPT 1 - MAR i SERICEA LESPEDEZA (UNHULLED 70 LBS/ACRE (SERIECEA LESPEDEZA); ~ O
Ri ~ NATURAL GROUND 12" 12" MIN. x ~ ` Oz1 --1 MIN. SEDIMENT H 6" MIN. . ' - UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE) ( ~
o ~ d' oo z ~/~/i /i i ~~~/i NOV 1 -MAR 1 AND ABRUZZI RYE 25 LBS/ACRE ~
~ ~ FLOW w ~ ~i~///.// ~ ~i
m OPTIONAL TYPE 4'•6" FABRIC UNDER STONE THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE ~ POSSIBLE. ~ j
' CROSS SECTION SILT BASIN ~ _ J 12" THICK SEDIMENT ~ TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY Q Q
~ CONTROL STONE TRAPEZOIDAL DITCH ~ CROSS SECTION COVER TO GROW OVER 12" IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT. U
ELEVATYON VIEW W
N o SHEET 1 OF 1 SHEET 1 OF 1 0 Q
1633.02 1633.02 N O
CO N W O
0,,,,epu~u~Naoe
STANDARD CONSTRUCTION ENTRANCE v F CAR ~
N ~1 O ~ Q~~FE / DN9~~'~
(D y SEAL
cD N 7466 s
91
n ,G 0,~~~'G 1 NE~~** ~ 4esee* ~j ~ ~ *
C r 1
~1 (11 T ,,,I~°~~enm~ e~~ ~~~r~~
cD THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OF WAKE FOREST. ~,oRZ scALE:
(D
N ~r Engineering Department Date vEr~T scr~~E:
v rRkWrIBY: TRL
a Public Works Uepartment Date
a CHECKED BY; DMK Erosion & Sediment Control Date DATE: 10-26-09
N
N O Fire Prevention Date PNOJEC" No. 12082306-A
O _ Planning Department Date ~ SHEET NO.
O ISSUED FOR CONSTRUCTION city of Raleigh Public Utilities Department Date - C-2.0
N SHEET 10 OF 12
D

i 5 OAK 8" X 8" 'S BOLTED TOGETHER WITH Y Y
1" BOLTS AND CABLE SLING AT EACH END n ~~a n
_ _ ~ 1~, a C
it~
Water ' sun~aorted l~l~ter 3 STEEL DOME TOP WELDED TO Sti~}TOI'~Ot~ ~1V~15i~3~1 ~ TOP OF BOLLARD
10' MIN. Dlvers~o I Bridgemat ~g~mat
NOTES: - • _ 6' LONG 4" DIA. STEEL
4 X 3 TOE RAIL LAP JOINT TO 4 X ~ a R 4 POST 10 i/4" PIPE BOLLARD EYE BOLT ON BACK &
NOTE: USE 4 X 6 POST WHERE 2 2 X 6 DECKING 1. THIS BOARDWALK HAS BEEN DESIGNED FOR AN - , EVENLY DISTRIBUTED LIVE LOAD OF 85 POUNDS PER ~91fL'~111? ~~~iil~~ ~^(f[~1111 l;~ll~h FRONT OF BOLLARD
PIECES OF TOE RAIL MEET AT POST JOIST HANGER TO BE SQUARE FOOT AS REQUIRED BY ASSHTO GUIDE _ LOCKING EYE WELDED TO
APPROVED BY THE + SPECIFICATIONS FOR PEDESTRIAN BRIDGES, 1997 ~ ~ - " - ENGINEER (TYP.) EDITION OR A CONCENTRATED LIVE LOAD OF 1,000 Brl~ gnat #or Stream Cry;
8" POUNDS AT MID-SPAN. J~C~~m ~~QSSIIIg PIPE BOLLARD LOCKING EYE, WELDED TO
2. SMALL MEMBERS SHALL HAVE PRE-DRILLED HOLE TO ® ® ® s PREVENT SPLITTING DURING CONSTRUCTION. 2 X 6 NOTES: GROUND INSERT 5" DIA. GROUND INSERT, 3 FINISHED GRADE
® ® ® ® DECKING TO BE ATTACHED TO EACH JOISTS USING FT. LENGTH 4,~
® ® 2-4" GALVANIZED SCREWS AT EACH JOIST, TWO SCREWS PER DECK BOARD PER JOIST 1. THE STANDARD LENGTH FOR A BRIDGEMAT IS 20', )EMAT IS 20', TRAIL PAVING
" MIN. 30" MAX 3. ALL HARDWARE SHALL BE RATED TO WORK WITH HOWEVER CROSSING LENGTH MAY VARY DUE TO SITE 6 CONSTRAINTS. RY DUE TO SITE
3 - 3/4" GALV. THRU BOL TREATED LUMBER USED IN THIS APPLICATION. 2. DURING PLACEMENT, KEEP MATERIALS AND VEHICLES GALVANIZED ANGLE TO BE 2 X 12 BEAM ON W WASHERS AND NUTS (TY SUBMIT CATALOG SHEETS OF ALL HARDWARE AND OUT OF THE STREAM CHANNEL. i AND VEHICLES vRV~GOr~~~vsvvvv,=vU4v~ vsau n ;c•vvvvvva.v z 'VRRSLV'VYYWV4 VVG9PFOV 4F'V4~ XGgtl'pVR4Rl`tlC 94Ctltl V~V/tlS°R C'.'~'~?V9'4'tl^IIV ~VPVPr C. ~'F4V0099 F•Vtl VP O
APPROVED BY THE EACH SIDE OF POST / LUMBER TO BE USED FOR REVIEW AND APPROVAL, A 9WS*P~G9t~CCVGtl4 VV'Y VpCV $F'$jV~'W.V YVB9IIV 94PV SU"yF !V\/Vl/ ~R~a `(II~ °k"~V'`1 ~T~ !~//•r f~ , ~~j\ ~~~~V+/%~f~ RAILS AND ~'~\`~\'~\1~`VA~~V`~\A~~'4~'\ ~ ~ ~ \A>~\~ ~
ENGINEER TYP. 4. TREATED TIMBER AND LUMBER SHALL BE USED AND 3. MANAGE SURFACE RUNOFF ROADS, TRAILS ND ( ) CROSSING APPROACHES BY INSTALLING WATER JG WATER ~ ~,~/~1., / „ \ _
~ ~ , - ~ SHALL BE IN ACCORDANCE WITH 2006 NCDOT ~ , n ~ ' STANDARD SPECIFICATIONS, SECTION 1082 AND SHALL DIVERSIONS (DIPS) ON BOTH SIDES OF THE BRIDGE. U s OF THE BRIDGE. ~
' I I I I BE SOUTHERN YELLOW PINE, GRADE 2 OR BETTER. 4. DIVERT RUNOFF INTO UNDISTURBED FOREST FLOOR / I I I I ALL TIMBER IN CONTACT WITH THE GROUND SHALL AREAS RATHER THAN ALLOWING IT TO EMPTY FOREST FLOOR 2'_g" ~ ~ W EMPTY REMOVABLE_BOLLARD: o Q
r, RATED FOR GROUND CONTACT. DIRECTLY INTO THE STREAM CHANNEL. ALIGN POST & SLEEVE SO EYES ARE u
I I ® I 5. ALL DECKING SHALL BE INSTALLED WITH CROWN UP. 5. STABILIZE BARE SOIL AREAS WITH SEED, MULCH, .ED, MULCH, LOCATED AT BACK AND FRONT OF ~ w OTHER POST, NOT STICKING OUT INTO TRAVEL G
I I I 6. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY BRANCHES AND TREE TOPS OR WITH OTHER 1/2" DIA. REBAR X 16" LONG 3' - 6° THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS SUITABLE MATERIALS WHEN MATS ARE INSTALLED AN[ :INSTALLED AND WAY. ~ ~ ~ - ~ z rr
2 PER POST AT LOCATIONS I I I ( REMOVED. SHOWN DRAWING SHALL BE BROUGHT TO THE ATTENTION OF 16"x16" CONCRETE ~ ~ w~
THE ENGINEER BEFORE PROCEEDING. FOOTING 3000 PSI Q g~ • ~ ° ; 28 DAYS g" z ~ ~
8" X 8" POST ENCASED IN 6'~ TYP. c ~ W o a
24" DIA. CONCRTETE FOOTING °a ~n°~ 3000 PSI ° ° ° ° ° ° ° or, - ,u, ~~o ~ w an ~n
RARY 1 TEMP BRID E MAT F EXTEND CONCRETE A MINIMUM RY STREAM CROSSING r ~ 6" #57 STONE ~
OF 3" ABOVE GRADE, MAINTAIN CONCRETE BRICK NTS POSITIVE DRAINAGE AWAY FROM AT POST BASE
POST MIN, 6" #57 STONE FILL
REMOVABLE R RD ~ ~ N ~ V
NTS ~ o ~
WALK TI N B ARD NTS t., 4 c,,
3 ft CONSOLIDATION
SEGMENTAL ZONE -COMPACTION ZONE
CONCRETE BLOCK (TO BACK OF CUT} WALL BATTER ~
FROM VERTICAL ~ bq
R BACKSLOPE FINISHED GRADE ~ N
A ANGLE, i ~ N
4 X 4 POSTS
OPTIONAL ~ to U ~ ~ ~ SEGMENTAL \ U W ~
2 X 10 STRINGER 3'-0" CONCRETE _
BLOCK CAPSTONE ~ O 0
~ d;'a
~ ~ ° , WELL-GRADED GRANULAR WALL ~ ~
5'-0" ROCK 0.25 in T01.5 in
2 X 12 REMOVABLE q;. 0 0 0 LESS THAN 10% FINES \ ~ ~ ~ RETAINED SOIL ~ ~ a O
2 X 12 BOLLARDS-SEE BOLLARD DETAIL-THIS IMPERMEABLE FILL TO ~ 'n 0 0 0 0 e N
SHEET = ~ MINIMUM THICKNESS OF . , ~ ~ ~ ~ N ~ ~ = bin •a:
12 in \ ooos~ o W ~ ~ ~ Cd ~ ~ ~ M N U
uWi w O Z P D o ~ V a N Cv Crl U
2X12 2X10 JOISTS®16"O.C. d J X~ WQ X J COMPACTED SOIL EXTENDED LENGTH MAY ~ ~ ~p Z ~ ~
W Q SEGMENTAL ° o o ~ BE REQUIRED DUE TO c/~ ~ ~ CONCRETE BLOCK ° ~ • / SITE OR SEISMIC CONDITIONS ~ ~ ~ ~ ~ ~
2 X 12 UNIT ~ 0 0 0 H bA ~ 0
FINISHED GRADE o 0 0 ~j ~w~c~aw~
ASPHALT PATH 3'-0" ra ° ~ ~ 3 ; ~ ~ 0.~.
O O O f QT • . / GEOGRID REINFORCEMENT TYPE AND
5'-0" • • ~ 0 0 o LENGTH VARIES PER WALL DESIGN _ ~ o
° ~ • GEOGRID LENGTH ~ ~
~vU 0 0 0 ~ ~ F
2- 2 X 12 t}°G°0°6°~°~°Q°QaC7°@A4~0°0°ba0a0°II~Cr~'ff 6°fY~~giY°fl°~ ' ~ ~ • a ~ ~ ~ \ ~ 4 in HEEL DRAIN PIPE _ _ a ~ , ~C z
's~ENDOFRAMP ~°°~~"°°q°°"~°°°~~°°`~~~~ ° ~ / VENTED TO DAYLIGHT P O O
2 X 10 STRINGER
\ / / / / 0 0 0 0 4 in TOE DRAIN / ~ Z
A w
2 - 1 2" X 7" LAG BOLTS ~ 1- / 12 in (MIN) ~ Q
/ Z W/ WASHERS (TYP.) Z Z It
4 3/4" GALVANIZED THRU Y
BOLTS W/ WASHERS AND NUTS 2 X 12 FASCIA w (TYP.) m
W W Z Z ~
TYPICAL RETAI I ALL SECTION j Q ° Q
NTS U ~ ~ m
ARDWALK PLAN B 0
NTS ~WZ~ ~®o 0
SIDE SLOPES SHALL BE LESS THAN 3:1 TYP. Z
UNLESS OTHERWISE INDICATED ON GRADING
PLANS. CUT AND FILL SLOPES SHALL TIE INTO ~ n U EXISTING SLOPES TO CREATE AN EVEN LL J
TRANSITION. _
SIDE SLOPES SHALL BE LESS THAN 3:1 TYP. 2 2 11Qry SHOULDER 6 SHOULDER W
UNLESS OTHERWISE INDICATED ON GRADING
PLANS. CUT AND FILL SLOPES SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN ~
TRANSITION. 2" BITUMINOUS r 1 Q Z CONCRETE I-2 `J 0
2' e
~ ~ 2 x 6 DECKING BEHIND FASCIA SHOULDER SHOO 1 - 1/2" GALV. THRU BOLTS 10' SHOULDER ~ 2% MAX. CROSS SLOPE SURFACE COURSE rn
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2 X 12 FASCIA EXPOSURE ON EXTERIOR (TYP.) EACH END 2" BITUMINOUS II IINOUS ~ i~. , v ~
4' TYP. 2 x 6 DECKING BEHIND FASCIA CONCRETE I-2 2% MAX, CROSS SLOPE SURFACE COURSE 'E I-2 COURSE CLEAN BACKFIIL ~ ~
2" ASPHALT PATH (SEE GEOTEXTILE FABRIC (SEED OR MULCH PER SPEC) W
GREENWAY PLANS FOR - I~ ? ~~sa rs o o a t~ a° n a o o a° a o 0 o a c~ o o° a acs c ~ ® ® ® PAVEMENT DETAILS °°°a°o° . °n~'u°o°a°°°a°o°cs°°°'o°°°a°o°a°° a°a°o°o°cs°a°°°c >°a°o~n~o°Q°a ' 1 COMPACTED SUBGRADE BASEGCOURSE ~ U Q
~ ' ~ ~ a ~ ABC EXTENSION W Y
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o ® ® ® ® san~kpR ~ 6" AGGRE W ® a"~gpn ~ ~ 6" ABC STONE 1 ~ COMPACTED SUBGRADE BASE CO 6" AGGREGATE (SEED OR MULCH PER SPEC) BASE COURSE NOTES:
m dr° ABC EXTENSION y I o-~~. 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. ,p~p~~~~UOA1, 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY ~e``~~ CARQ( t~i4
~ ~~~"~o ~ 2 - 1/2" GALV, THRU BOLTS 2x12 CONSTRUCTION. ;~0~ '•••SS / • e
W/ WASHERS AND NUTS ' naig«~ #57 WASHED STONE ~:Q~°FE ~~y9<i II
a EXPOSURE ON INTERIOR (TYP.) i~ 4 - 3/4" GALV. THRU BOLTS - ~ _ SEAL
W/ WASHERS AND NUT j....- NOTES: m EXPOSURE ON INTERIOR (TYP.) ~''V 2x10 1. CROSS SLOPE DIRECTION VARIES, SEE LAYOUT PLANS FOR DIRECTION OF SLR DIRECTION OF SLOPE. 7466
° 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED 3 n _ _ _ ~ CONSTRUCTION. PES DISTURBED BY 6' E ~VAY TRAIL X-SECTION I ALTERNATE
NTS ~,9 •^.N~ I NE~~°' •~7 VV D ~e
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N AIL - E TI R W Nrs CTI®N OF WAKE FOREST. I;c~z scA~s:
Engineering Department Date - vERT scaLE: TRL
C(1NTRACT(1R WII I PR(1VI~F I (1G MAT'S IN WFT llR
o SOFT AREAS DURING GREENWAY CONSTRUCTION. NO runic vvarK5 ueparunerv uate
ELEVATION BOARDWALK a LAND DISTURBING ACTIVITIES ARE ALLOWED IN 404 CHECKED BY: DMK Erosion & Sediment Control Date DATE: 10-26-09
NTS JURISTICTIONAL WETLANDS. WETLANDS ARE N INDICATED ON PLANS. Fire Prevention Date PROIEC'I NO.
N 12082306-A
O O Planning Department Date shEET NO,
O m C-2.1 ISSUED FOR CONSTRUCTION City of Raleigh Public Utilities Department Date
W sr-IEE T 11 OF 12
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TYPIGAL ABUTMENT/WINGWALL ARRANGEMENT STA: HEIGHT ROCK ELEV. ~
SHOWN, FINAL LAYOUT TO BE VERIFIED BASED ON LOADINGS FROM BRIDGE MANUFACTURER 2'-3" 60+75 H=12.5' 247.4
1'-3" 1'-0" 38+44 H=10' 233.3
32+97 H=11' 223.8
r > ANCHOR 12+19 H=8.5' 215.4
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FILL, 8' 0/C (TYP) NOTES: 8 0/C (TYP) ` ~0 ~9 ~ SEAL <';
c~ ? 7466
1. ALL MATERIALS FOR RAILING SHALL BE 1-1/2" NOMINAL STANDARD PIPE (1.90" 0.0.)
2. SHOP CLEAN ALL MATERIAL IN ACCORDANCE WITH SSPC SP#3. ~ EXTEND PIER TO ~ 3. SHOP PRIME CLEANED PIPE 2 MIL DRY THICKNESS :XTEND PIER TO ROCK-SEE s,,0 • I N~~`•1 • _J,A V
4. CONTRACTOR WILL SUPPLY FOR ENGINEER REVIEW AND APPROVAL DETAILED .SHOP DRAWINGS BRIDGE PROFILE (RIDGE PROFILE FOR SOIL M r~ ~
~ SHOWING LAYOUT PLAN, RAIL ELEVATIONS AND REQUIRED SECTIONS AND DETAILS PRIOR TO START BORING DATA m FABRICATION. IORING DATA N
c~ 5. ALL JOINTS REQUIRING FIELD WELDING WILL BE GROUND SMOOTH. THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
6. UPON COMPLETION OF INSTALLATION, FIELD PAINT (COLOR TO BE DETERMINED) RAILS IN FINAL DRILLED PIER ARRANGEMENT TO BE OF WAKE FOREST. H,eRZ SCAB E: b'ER? SCALE:
v ACCORDANCE WITH THE PAINT MANUFACTURES'S REQUIREMENTS. PROVIDE PAINT DATA SHEETS FOR PROVIDED BASED ON LOADINGS FROM K ENGINEER REVIEW AND APPROVAL PRIOR TO START OF PAINTING. BRIDGE MANUFACTURER. r ~....nn ui rn nr ianre~ i rn . rrrr rnnu r~ir rnnr nr Ti it nnrr~n~~nv nnvrurnir c~rr n~ nni Engineering Department Date
o~a~m~ O~: TRL
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a Erosion & Sediment Control Date DATE, 10-26-09
N
O N Fire Prevention Date 12082306-A
O HANDRAIL DETAIL Planning Department Date SHEET NO.
0 NTS ISSUED FOR CONSTRUCTION C-2,2
City of Raleigh Public Utilities Department Date sE-IFFY 12 or 12
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