20090136 Ver 3_More Info Received_20100302

L" F' Dol - D 131- U3
SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO.
PLAN NO. PARCEL ID: 1840-0-710 18100.7174a
STREET ADDRESS: 401 i5AII /flour ecc. (e)ft& 151les7-Ak 2ITS&07
Please print:
Property Owner: TD W (n of Ocx k2. ?reSt
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Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
(Contractor / Agent)
of
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
11
09@2YU21
MAR qu 2010
DENR • WATER 0UAUTY
WETLANDS AND STORUWATElt PAWN
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
1
Aut rized Sign "Ur
Date: '? ^ ot -01
Authorized Signature
Date:
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' ~ ~ STA. 61+70,69 C-0.0 OVERALL GREENWAY LAYOUT PLAN ~ ~ ~
~ ,t C-1.0 STA 10+00 TO STA 18+00 ~ ~ °
I C-1.1 STA 18+00 TO STA 27+00 ° ' ~ ~
r C-1.2 STA 27+00 TO STA 36+00 ~ ~ ~ ~ ~ N a
.~a~N00a~'o C-1.3 STA 36+00 TO STA 45+00
~i Q( C-1.4 STA 45+00 TO STA 54+00 ° o c~ ^
1 J C-1.5 STA 54+00 TO STA 62+25.72 ~ ~ z
W C-1.6 GREENWAY CONNECTION ~ ~ ~ ~ ~
Q ~ C-2.0 DETAILS -EROSION CONTROL U ~ ~ ~ ~ ~
i- H C-2,1 DETAILS -TRAIL AND BOARDWALKS ~ w ~ ~ a w
HERITAGE NORTH w C-2.2 .DETAILS -ABUTMENTS AND WALLS ' a Q
HOLDING VILLAGE < _ ~ ~ z f ~ :a
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1-
'f W NOTES:
I
1. THE SITE MAY ENCROACH ON A FEMA REGULATED FLOOD ZONE. IT IS THE
RESPONSIBILITY OF THE DEVELOPER TO CONFORM TO THE REGULATIONS OF Q
0 I ? M,` ~ GOVERNMENTAL AGENCIES WITH REGARD TO DRAINAGE AND FLOOD ZONE ~ ~
~N ORDINANCES IN ADDITION TO DIVISION HIGHWAYS REQUIREMENTS. THIS REVIEW ~ DOES NOT IMPLY CONFORMITY TO LOCAL GOVERNMENTAL REGULATIONS NOR ~ ZQ 0
CONSTITUTE AN APPROVAL OF SUCH, U ~ 3
~ r~ > I It r
, ~ ~j 2. THE SITE MAY IMPACT A RIVER. BASIN BUFFER ZONE AND/OR MAY REQUIRE ~ ~ W
f THE APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT W I- W
~ I SYSTEMS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/APPLICANT TO ~ z CONFORM TO THE REGULATIONS OF GOVERNMENTAL AGENCIES WITH REGARD TO ®O
l ~J ( MINIMIZING WATER QUALITY IMPACTS IN ADDITION TO THE DRAINAGE ~
~a ~ s REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT IMPLY ~ U
~,ti ~ CONFORMITY TO LOCAL OR OTHER STATE GOVERNMENT REGULATIONS NOR
CONSTITUTE AN APPROVAL OF SUCH, ~ W
/ W ~y
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U LL U LL L~/L (~f~ 0
,Y INITIAL DWQ REVIEW/APPROVAL: 5/26/10 Q z
E AGE
r ; Z
REVISED DWQ REVIEW/APPROVAL: 2/26/2010 p U
W
3 '/A~`~ S T C START PROJECT N \ Y
o S R E STA. 10+00 0 Q
N OWNER:
W N W Q TOWN OF WAKE FOREST o®e/®ruuoo~~~
D 7 I/ I~ PARKS AND RECREATION CAR~~4~i0
~ ~ ~ 401 ELM AVENUE ®®'e~Q~o~~SSPO~°%io~~,,
T 0 WAKE FOREST, NC 27587 `9
W N CONTACT: SUSAN SIMPSON :~~SEAL9~'s
N 7466
J ~2 N
THESE PLANS-HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN ENGINEER ° °yae° o KCI ASSOCIATES OF NORTH CAROLINA, P.A. ,oioo~DoM
OF WAKE FOREST. LANDMARK CENTER II, SUITE 220 ~ ~ ~h~
rn 4601 SIX FORKS ROAD
c~ Engineering Department Date RALEIGH, NC 27609 HoRZ sca~E:
PH: [phone] vERT scn~E:
Public Works Department Date rnv_ Jne n\ -rnro nnnn
r -/AA: ky i y) ray-yZen PRAWN BY: TRL
v a Erosion & Sediment Control Date ATTN: DAVID M KOSS, PE CHECKED Er: DMK
a EMAIL: DKOSS@KKCI,COM DATE..: 10-26-09
Fire Prevention Date N PROJECT NO.
12082306-A
Planning Department Date N 1"=500' [SHEEET NO.
City of Raleigh Public Utilities Department Date W - T-1,0
m 9 NOT FOR CONSTRUCTION l T 1 of 12

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i LENGTH 5275 FEET
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_ - - - - - - 30, ZONE 1 LIMIT ( 71~ „4 q t r ,y r
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PROPOSED CONTOURS (MAJOR) 1
JR PROPOSED CONTOURS (MINOR) ~%'9 l 1 \ O 4` ` Y° % ~ \
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-W-- EASEMENT Ji r A k \ °t >
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____V ADJACENT PROPERTY OWNER r ~ r S
NTOUR MINOR 1 % J ~ _ EXISTING CO ( ) ,.~7 j , 'r / ~ \°a~ ~ t! ~ ~ i 3 $ U t ° ~ W ~ ° ~ tt i O w w d
r ~ i EXISTING CONTOUR (MAJOR) { !r y' ~ Q ° ` ~ !L'.~ t~ .~,,w____,,. q 3 U
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m k 1 1 I 1 i 1 7 , f/ r'~i - ' 1 F ti r ~ ' i i s r + r rr a t ,'fit t ~,ti ~ r I i ® 7466
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THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN I r' 1 t, ,,y , I ~ r OF WAKE FOREST.
~ A 1 I r 1, ` t 4 HQRZ SCALE:
m l T n Date p__..-"-__'_~ f _...j ~ t't '}5 4 c, Englneering Departure t I , VERT SCALE:
1 1 GRAPHIC SCALE °RAW" ~Y: TRL
f D~,hli~ 1AfnrLc nonnrimPnl n(1tP. J \ new
~i 200' 0 200' 400" i,nc4n~u o i. ulwn
r I UWIIV ~~v~r~v ' e o Erosion & Sediment Control Date DATE: 10-26-09
Ye, 1 i ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT NO. r~ ( IN FEET) 12082306-A
° Prevention Date Fire N , 1 inch = 200 ft.
N W 1 SHEET NO.
X\ Planning Department Date \ f~ , NOT FOR CONSTRUCTION SHEET of
+ i s Department Date
A City of Raleigh Public Utilst e J

_ PUB ~
0 ~ I K. ~ BSM LOT 656 < \ LIMITS OF DISTURBANCE = 2.9 ACo s Y ~ Y
~ ! USIU ~ / 1 tY. 5 L ~ L ? a ra ua n j a f y .
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~ ~ ~ STA1F OF OkT11 GAROUNA / \ , \ 1 / f ~ € ___r._..
STATE OF NORTH CAROLIi~A ~ PIN'!i 1840-72^1919 \ TOWN OF WAKE FOREST PIN # 1840-62-8697 DEEq 9069-94 ' ~ ~ ~ I f i ~
\ PIN # 1840-62-8284 DEED, 9069 PG O1 ~ ~
\ DEED 9372 PG 2666 ~ ~ ~ , \ \ / OWN OF WAKE FOREST ~ t~ ~ ~ ~ I j
PIN ~ 1640-63-7946 LOT 657 ~ 'rj \ ~ / DEED 10537 PG 709 LOOD PLAIN \ ?l LAIN ~ ~ E
/ , ~ / \ ° ~ ',i ~ r ( t ~ ~ i
\ ( ; 2 ~ LO 658 ' \ 2 , ~ , ~ PC = 12+32.02 f< ~ ' n r' I ri j 1 ! LOT 659 ;
\ a ~ 1 \t t~ \ ~ ~ PT = 12+61.25 LOT 660 ~
' A I ~ . ~ \ ~ LOT 661 ~ HERITAGE WAKE FOREST I { SU8DIV190N j
' V l ~ ~ ~ r , z ~ ~ °a ~ \ ~ ~ _ FLOODWAY 1 " PC - 12+93.71 1 tl ~ ~ SM2005 PG 709
9~; \ I ~ ~ 2 ~3l ~ ' ' ~ Btd2005 PG 712 ~ .r ~r i` ) M2005 PG 706
\ SO I 3y r 1 I PT = 13+04.28 I F~ ~ a i FT ~ ~ 1 ~ + ~ ' ~ ~
~ , 'S , \ ~ I . - r ~ } 1 LOT 663 ~ i~ i
\ ~ 'I , ~ .r ~ . E , I ~ LOT 662 ~ ~ ( EXISTING ~ Z
\ ~ wOpD , ~ ~ ~ ~ SF \ i ~ ZONE 2 \ ~ PT - 10+ .63 OFD ~ ~ ~ I SCOUR HOLE ~ t ZONE 2 IMPACT ~ ~ j
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w _ } _ _ i € i DATE. 10-26-09 9 e r . _ PROJEC;f NO.
o E 1 E I € ~ €
o "A I E E - i 12082306-A
18+00 19+00 20+00 21+00 22+00 23+00 0 24+00 25+00 26+00 27+00 SHEET NO.
N J D II, S[ EET OF
J

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\ / APPROX TOP ~ ~ ~ ~ ~ d /f OF BANK APPROX. CENTERLINE ~ ~ ~ / / ~ ~
LIMITS OF DISTURBANCE = 2.9 AC ~ ~ _ / / / - . - ~ _ ~ uF STREAM ~ ~ ~ ~ ,2 ~ /
/ /
/ ~ / / ~ i ~ 4 to i a--~/. i
/ . / ~ ~ u i - CULV~ ' " ~ ~ t
/ / / o~ CLEAR WATER DIVERSION (B) / / / E~ EEK ~1 Exlsl~rl., ~ ~ ~ ~
CHANNEL CALCULATIONS / / ~ / ANN ~R- ~ ~
Given Input Data: / ~ Sha a Trapezoidal / / P r ,I LUFN CREEkV ~0 ! / ~ ~ ~ L ~ UG. i r 7 TCF'
Solving for Depth of Flow / ~ / Flowrate 0.5100 cfs NANCY DAMERON / / / G ! ~
Slope 0.0500 ft/ft OB 12337 PO 2555 / / / / Manning s n 0.0450 ~ / ~ ~ ~ ~ ~ ~ i'--. r~;rL / ~ - ~ -
Height 36.000Oin / i Bottom width 0.0000 in ~ / i ~ ~ ~ Tyr / L~
3.0000 ft ft V H / ~ / i ~ Left slope / ~ ~ / i Right slope 3.0000 ft/ft (V/H) ! ~ ~ ~ ~ / / i~ ~ ~ 6+ ;p ~ 1, ~ ~ ,
i ~ / c~ Computed Results: / ~ ~ / ~ moo, i ~XISTINL t~ ~ / 1 ~iuSTWC ~ ~ ~ ~ ~ ~ ~ ~ p01 ao
Depth 10.5460 in / / / i;EBRI_ -`.LE-. Velocity 1.9810 fps / ~ 'c / i c8R1S -ALE-, ~ ~ ~ P ~ ~ ~ ~ i ~ SPA ~ 00'1 ~ ~ V)
FuII Flowrate 13.4733 cfs / ~ / i - - - ~~~~r/ / Flow area 0.2575 ft2 \ O ~ Op 1 ~ ~ p0 , '1 / Z
Flow perimeter 22.2330 m ~ / , / I / / t Hydraulic radws 1.6675 m / / ~ ` ~ I h5 0 PC.~45+80.58 O
Top width 7.0307 in i i ~ / / / c~~ f SILT FENCE ~ 3.0000 ft2 / / / OUTLET Area . / / / ,~3 ~ SLIT FENCE ° \ \ SISILT FENCE (TYP~ ~ - _ _ - _ _ _ ~ _ i / , ~ 0 / PT = 45+97.15 - (n OUTLET Ci SF L~D ~ SILT FEN~~'E ~ ~ ~ S ` i / 0 ~ / ~ ut u>
Perimeter 75.8947 in / / / / / ~ p0 , sF ~ Loo ~µ,~i \ ouT~FT / f ~ ~05~ ~ -i- 8F SFfLOD A ,~ODWAY ~ ~ ~ / W w ~
Percent full 29.2945 % / / / / ~ ~gF / , / / / / / i~
/ ~ ~ ~ SP i ' ~ SPECIAL FLOOD / / ~ ~ ~0 i ,i HAZARD AREA / / ~ ~I ~F~~ ~ 5P / ~ 00 ~ 00 °j 90 SF SF Cpo ~ F \ p" P~90.75 ~ w w ~
~ / --FLOOD PLAIN ~ i / / / / ~Op/k2kp0 / 'r / ~ / _ P`42+¢5.¢8 (~01 ~ S~ ~ ~ ~ w W a
i / / / 5F ~ rc r~ / 00 / P . \ 001 d 0~ / PT = 44+96.49 ~ ~ cc rc
~ / ~ \ i F / ~ / / f 00~ ~P / ~ / / T °07 ,s (f t~ ~ w
~ ~ / a 5P ' / - / ~o ~ / /~P { \ \ 001 QO'I / ~ ~ O !"1a z U U ~ _ C7 C m i \ PT = 44+fl9.98 ~ ~ ~ P PC = 42+34.01 \ j ~P P \
~ / SILT FENCE / ~P 00~ i ~ P r ~ ~~~-~~p•'--- G = 43+et.os ZONE 2 IMPACTS ~ ° o o' a
/ ~ / ~ ,c / / OUTLET of ~ / N5 i ~ SP / ~ f~`~ ~ A P ~ ~ ; ~ B10 ZONE 2 = 259,6 SF~~.~06 AC ~ a ~ ' 610 ZONE2(TEMP) = 82.9 SF~ 0.002 ~ ~ ~ °
- ~ ~ ~ ~ _ ~ _ ~ / / / oo NEW TREE / ~ - ~ ~ 1, / ~ Op 5F 'P ~ 1 r ~ ~ / ~ ~ ~n s:r ( 1 1 ~ 'm" is u~ w w' w'
-._-TREE PROTECTION ~ ~ ~ / ~ / U 5 kOp ~ c ~ ~ ~ ~ ~ cc ~ ~ y ~ 3S _ r^~ t ~V ~ ~ ~ CD Ol
w..w , - i . r ~s^ o. FENCE (TYP.) '~l r ~ / ~ / / 5P ~ ~ ~P F _ _ - t p0 Z
'°LfMITS OF "f ~ r^ ~ , / / ~ 00 i ~ / 9~G ~ DISNRBANCE / r~ / tl 1 ~ 4 { . ~ q uJ fq ~Il ,~^~„r ~ cv t~ N t 1 ~
v ~ w'•°~
2 ~ / n; i / / I X00 5P ~ ~ f".'~ ROCK IN ET SEDIMENT " / E ~ E O wU S / ~ 1D G Of~. / ~ ' I- r CLEAN WATER DIVE13SLON... B - _ { } TRAP TYPE 'C'-SINGLE INSTALL25 LF OF SrLT ' r IN BR1D G 5~ ~ ~i 5F p0~ ~ qP ' r' ',ice i HERITAGE WAKE FOREST
Q f ""~F~ NORTH ~ FENCE AT EACH CORNER ~ / C cREP X~54r! 1 C = 0 ~ ~PROVfDE" 60 L DIRECTION ~FLOtK" ' ~ ~G^ 6 ~ / ~ AMERICAN GREEN TEMPORARY " ~ OF IDGE MAT CROSSIP N~RNC 1N TW?~0 iN qiC `'HEg BPS ` i i ~5F ~ / / jP ~ PIN 1840 75 7997 ( ~ OB 11158 PG 1401 ~ ° ~
LINER S75 OR„~+P,PROV€D~- . ' ~~p551N 9E 1'OGASCNE~V Ey,IS~F _ i ~I 0 ~ 00~ ~ ~ ~EOCtACTN CHANNEL BOTTOM ; ~OU19 SEE p PN ptJ 0_ _ _ - - _LT ~~rl~~E - / ~ ~0 Sf ~ P ~ r r ~Ls i
CHf~Ek°DAM...._ / ~ ~ ,H. SgNG. ND 56ti0Mp~ET OUTLET ~ , f
_Ut ~--dr~ d d i GR pR~F~ pFT6R C / ~ .G OD OD LO OD L 1 ""m - ` S UND t0 / ~ ~P i' I . . OD I ! GR051ROG~~ _ r~'i~. LOD~ iP ~ , " a "M. ~ I I ON / - s TP T., 1N-5--.-,_. i~ti39.92 SF~. - \
. ; 49-~-.-. ~..w . ~m' "LdB..._ 2~-~.~ w ~ ~ ' .:i ~ ' ?'L;,i''jji~~~~'/I, ~ ~ ~ . ~ PT = 4 ~..a I ~i r, ? ~0'1~. 0)32~A`~ / ~ ~ ~ ' ~ - ~ N
~ 6 00 ~ C, , w".~~-~ ~ 1 I .a~n ~r~ ' j ~ ~ p0 t LEGEND ~
~ /~P /l~ ff _ ~ IA ~ ~ oan ~ ~ ~ 247 ~ _1 f ~ - - - - - - - - 30' ZONE 1 LIMIT ~ ~ . ~-YYYW1~n . TREE LINE ~ N
~ / / .M ap ~4 ~ ~ ~ / / 248 ~ / . I / -sF'~ ~~F- _S~-,~=s __w.. ~ . ~`o°w~~~° ao- q 24 0 "`s NEUSE RIVER BUFFER SITE BUFFER 0
1 apT 401 ~-p0 ' n SP ° d`~~aT°"°'``~ °'~,o o //i 39k0 ~ / P ~ ! - 100 YR FLOOD ~ STREAM CENTERLINE PLAIN a 0 ~
i Tp ~ 9 ~ - ~ - ~ / f ~ HERITAGE WAKE FOREST - s `~r~~ f-" T ~ ~~~g ~ >~s ~ 72, 2 i ~ (P PIN 1840-75-2348 GREENWAY CENTERLINE - - WETLAND AREA ~ ~ ~ 500 YR FLOOD ~ H
o ~ ~x ~ ~ S 2 ~ {~i~i , , ~ DB 11158 PG 1401 T~ ~9 ~ ~ : [vQ SP X12008 PG 107 GREENWAY (EOP) PLAIN m s~
i y EV. l"2 _ / 0 A) ~ ~ I , c Qt~ j qg +8 .50 - LOD LoD - LIMIT OF ~ ~ - - - - - - - - FLOODWAY DISTURBANCE CONSTRUCTION ~ U ~
PC = 36+63.80 ~ S>~ ~ (;i*t ZJD r j~,~ 2 0 k AS qP W ~ ~ ~ ; / 2 P = 38+77.24 TP TP - TREE PROTECTION ENTRANCE r ~ • U - ~ ~ - FLOODPLAIN ~J
/ ~ ~ PT = 36+94.85 ~ ~ ~ -H f . V Sc `a i >~00 r - SPECIAL FL000 HAZARD AREA oooaoooo RIP-RAP
a a ~ J ~ 0 1 ~ ~„a ~~.I' ~ \ °ooooo00o DISSIPATER ~ PROPOSED CONTOURS (MAJOR) SF - SF SILT FENCE oo ~
NANCY OAMERON ~ ST ~ ~ ~ ~ 7 ~ _ ~ ZONE 1 & 2 IMPACT ~ ` PIN 1840-7s-ts72 PT = 37+ 0 55 oov\ ~ ~ r - ' B9 ZONE 1 = 1660.17 F~ 0.038 '~C ~ / ~ . ~~A ~ F-I O O
D8 12337 PG 2555 ~ V,~~ ~~rP g„~ B9 ZON = 6`8 AC / ~ / ~ ; ~ E 2 2963J10 ~ 0~0 / A i ~ PROPOSED CONTOURS (MINOR) ~ SILT FENCE ~~i~~~ BOARD WALK ~ ~ ~ ~ ~ ~ ~ OUTLET
B9 ZONEt TEMP 569. F ~ 0.013 AC ~ ~ / ,o it Z~... ~ ~ ~ / ~ ~ 00+00 MATCH LINE ~ PROPOSED ~ N ~ ~ N ~
o, , ~ ~ E BRIDGE ~ ~ ~ °i ~ 0
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN GRAPHIC SCALE
OF WAKE FOREST. so' n so' sa' LLL_LLLLd ZONE 1 (TEMP} ZONE 1 0 a 0 ~ ~ ~ ~ wZ 3
_ Engineering Department Date ZONE 2 TEMP ZONE 2 ~ N ~ ~
( IN FEET ) linch = 30 ft.
Public Works Department Date U bAp ~ 0 ~ ~w~~aw~
I a Erosion & Sediment Control Date I i ! 1 i : I i E I i f I ~ M rn ~ _ ~ .M.., . ~ ~ ~ ~.....m~... ~a.... ~ m~~.. ~ ~o
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Fire Prevention Date ~ [ # ! i ; I ( ' I ~~.~.~_mm. , ~ .._____mmmm t ~ ~ ~ ~M ---a~-- 266 m U U
Planning Department Date ( j ~ t ~ ~ i ~ H 3
~ e I ~ e I i ~ I ~O _ _ _ ~ i Z ~ m_ ~
City of Raleigh Public Utilities Department Date 1 ~r i ~ I
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I [ I Z:t 12082306-A
I
36+00 37+00 38+00 39+00 40+00 41+00 0 42+00 43+00 44+00 45+00 SHEET NO. C-1.3
N w FrWin-7- C~1lJ~i SHEET OF
D

/ /
~ \ NANCY DAMERON V PIN 1840-76-1672 SPECIAL FLOOD / / / /
LIMITS OF DISTURBANCE = 2.9 AC \ J ` DB 12337 PG 2555 HAZARD AREA ~ / / / / ~ ~ ~ n. n n n r1
~ A ~ ~ , / / ~ / ~ / ~ a
~ ~ - ~ Di~vJ CR~~ VN C ,Fc~ ~
ANCY DAM~RON y ~ \ ~ \ / o ao / /
~ / ~ PIfJ yy84,0-76 1672 _ _ _ _ / / NANCY DA1.IERON
~ D6 1237 PG 2555 ' - ~ A / / / \ ~ / PIN 1840-76-1672 / DB 12337 PG 2555
/ ~ \ Z / r/ ~ ~ ~ ~ ~ / / / ^ ~ \ \ \ \ so `~o. /
/ ^ / ® FLOOD PLAIN / - - - - . ~ r ~ ~ ~ ~ ~ _
- ~ , I , ~ ,c~` .
/ \ ~ / / / J \ / / ~ i ~ SILT FB~Ii E ~ ~ ~ ~ ~ ~
/ ~ / / .i . r / i / - ~ / / _ JUTLEi ~ i~~~ 1- ~ i ~ i
/ / i / F~p~ / ~ ~ REMOVABLE PIPE ~ - - _ iL~ F-N F ~
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p o . - / V . ~ / . -
i i - ~ / . dgP / VN CREth_ , ~ _ ~ - ~ sF ~ 51+00 ~ ~ ~ ~ - _ ~ ~l OA~wALK i ~ Z >S 00l 009 „ _ ~%i/ iii tOD SS ~_e''
/ / ~ / j / ?~EI? TEMPORARY MPA~T~ \ _ / - - - _ ~ APPROX. CENTERLINE 2~ o ~ / / VOp a ~ s/ 001 001 ~ ~ ~ , , SF SF tOD~~, ~ 4 ~f S ~ ' i' ~ \ ~ ' ~ r
/ ~ ~ 1 - - _ ~ ~ _ ~ OF STREAM m/ ~ /~P ~ ~ ~ a07 ` 61~~x ! EI~i,Rh~. 126sI/SF~ 0.003 AC = ~ / \ / ? - . ~ \ SURVEYED TOP - c' ~Op ~ l / ~ - - _ \ \ OF BANK / X2`'0. ~ SP 0'l ~ ~ z t o ~ o i ~ ° ~ w _ tt6 ~--_.~~~1t~ r~ fsF.~~ ~l L'i ~ f\ S~~ 'F~~\ s W E
/ i V / to ! s`- i . \ . P
/ _-SILT FENCE / ~ aB'6 r r~~j~ ~ / ~ I ~ OUTLET j, \ VA _ ~ ~0 /,,e(1 0 t .~T ~ `i Uy TP'--""' TP f(rl~)3 t ~ ~~/)(r f)~~ p) F ~ U J
j -J ~ ~ - ~ ~ i j _ ~ _ F~ ~pxp~ Q0~/ SILT FEI G - - / S / TP OUTLET - ~ t y ~ - v >=17+00 ~ r SILT FENGr ~ ~ Q4' '1 PT = 51+81.91 m I t SILT FENCE ~ ¢ ~ ~ ;~~o = .f ~l~ a~~~ ~1 ~ ~ ~ ~ ~p~ ~ u w OUTLET i ( ~ PC = 53+57.90 f ~ ~ .,A^ ~ ~ p ~ W o
r' / SILT FEN / J _ t '7lUTLE \ ~1' ~ 0 /Q - SF SFL~- - LOD OD t ~ ~ ~ ~-L. ~ 0'(P ~ _ W ' t ~ -ZONE 1 & 2 IMPACTS , ~ ~ ~ W_ ~Z~o~~' ~ c: rr
Q ~ ~ ~ ~ / / / OUTLET / SF - p ~p ~ SF SOD LOD LOD A F / ~ . / / ' / ' ; ~ +00 ~ SF SF SF SF LOD SF LOD LOD ~ ~ ~ • ~ .ice i ~ Q0~ c, B11 ZONE 1 = 391.92 SF= 0.009 AG ` ~ ~ 726.43 SF °~pQOT ~ F ~ ~ w
SF gp LOD LOD ~P PC = 50+51.19 - - 47+00 SF SF L D / ~ ~ ~ -1 ~ - --r----- SF SF SF L SF~~gp`~ l LO / ~ 811 ZONE 2 = 639.24 SF= 0.015A~C ~ T~~ = 53+s5.~ o,oaz Ac . ~ I a ~ p ~y w w 811 ZONE1(TEMP) = 187.41 SF= 0.0~ AC ~ ~ ~ ~ ~ " ~
/ . ~ ~ ~ a 1 ta`Ol a ~ --i------ i v r~tr` o0000o OOl OOl - `49+DO ~ / . 811 ZONE2 TEMP = $24.35 SF~•~0.~19 SAC ~ ~ I ti z " ~ x ~
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S ~ 1 / ~ r oooo~oooo ~ .~,~`1 TP TP OT 00 a0 0000000 TP TP TP a0l a0T •150 4P LIMITS OF ~ .-^'~~~r p f ~A5 PC-145+80.58 / T o €t ~ ~ TP DISTURBANCE t " ~ c, w ~ n ~ t >
i VO 5 / '1P I~ o o d'boo 0 0 o tPP TP s ao~ _ l5 i " ~ 00000000 rr"W / PT - 45+97 `J 0000 m E ~ _ (TYP.) t w trr.
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0000 0000 OD 4 ~ 0000g 000 ~ ~ ~ 0
y,\ 000 0000 \ / FLOOD PLAIN N - - - - - - - - 30' ZONE i LIMI7 t1,~~Y~YYYY1 . TREE LINE ~ N
\ ~ 0000000 0 \ 0000 0°00 r0O ~ ~ / SPECIAL FLOOD NEUSE RIVER BUFFER SITE BUFFER a ~ ~ HAZARD AREA 100 YR FLOOD ~
rr q 0000 00 • STREAM CENTERLINE PLAIN Ca U ~
, 00 ) € ( ~ ~ ~ I ~ ~ ) , OD LOD LO ~ - GREENWAY CENTERLINE - 500 YR FLOOD ~ WETLAND AREA ~ ~ ~
1 b o , HERITAGE WAKE FOREST ' 1~~ ~ LoD LoD PLAIN GREENWAY (EOP) - LOD LOD - LIMIT OF 0 0 ~
PIN 1840-75-7997 / ~ TEMPO Loo `o NANCY DAMERON RARY CONSTRUCTION ACCE D ~ PIN 1840-76-1672 ~`i,,. ~ 11158 PG 1401 ~ pOT INSTALLED FOR SANITA SS TO FOLLO 12337 PG 2555 NANCY DAMERON DISTURBANCE CONSTRUCTION CC3 U ~ PIN 1840-76-1672 - - - - - - - - FLOODWAY ENTRANCE ~ ® U
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SF - SF SILT FENCE oooo o ~ ~ PROPOSED CONTOURS (MAJOR) ~I
CF~i ~ ~ ~ SILT FENCE BOARD WALK
PROPOSED CONTOURS (MINOR) OUTLET ~ ® ~ ~ ~ ~ ~ ' ~
00+00 MATCH LINE PROPOSED ~ ~ o ~ ~ Q
BRIDGE Cd ~ ~ r1 N U
THESE PL4NS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN )TE: ZONE i (TEMP) ZONE 1 O ~ O U ~ ~
GRAPHIC SCALE NOTE: OF WAKE FOREST. ZEENWAY TRAIL GENERALLY 1 w z ~
3p' Q 30' 60' GREENWAY TRAIL FOLLOWS EXISTING Engineering Department Date _ ° ~ ' FILL WILL BE REOI )LLOWS EXISTING GRADE, SOME ~ ~ ~ ~ _l WILL BE REQUIRED TO % - zoNE z (TEMP) ~ ZONE z ~ ~ ~ ~ ~ ~
L_' l MAINTAIN SMO U ~o ~ o ~ 41NTAIN SMOOTH TRANSITIONS. ~ ~ ~
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_ Erosion & Sediment Control Date 1 inch - 30 ft.
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m € € } ' ~ E ~ ! ~ ~ l I DRAWN aY: TR I ( 1 l , ~
t i 242 _ CHECKED BY: UMK 242
DATE 10-26-09
{ i i i ° .........E E E i E F JE.,. NO.
. ' ..1 12082306-A
1 { 5o+00 51+00 52+00 53+00 ~H NO. - C-14
o 47+00 48+00 49+00 45+00 46+00 l~ k-,# I!
0 7 OF 12
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/ - - - - LIMITS OF_DISTURBANCE = 2.9 AC i°r ~ a r~ c n o d
y ~
~ ~ ~ SPECIAL FLOOD •
~ ~ ~ HAZARD AREA - - - - _ ~ ~ ~ ~ r EX, NCDOT ROW
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~ ~ ~
= FLOOD PLAIN O ~ ~ /
~ I~; ~ ~ ,,L~~o i ~ I i ~
N NANCY DAMERON ~ - ~ ~ _ ~ ~
PIN 1840-76-1672 - - DB 12337 PG 2555 ~ ~ ~ " ~ - ~ ~ ~ , ~j ~ ~ ~ , EX. NCOOT ROW r. ~ ° ~ ~ PT = 61+10.94 ~
\~~OW --FLOGDI4'r ~ ~ ~ = ~ ~ ~ ~ ~ . ~ hew" ~~,,`w ,~O PC = 61+27.78
- GUNN CREEK ~ ~ \ ~ ~c, ~ r_.~F~ ~ • ~ _ " ~ ~o .Zr PT - 61+51.16
~ FLS'~J - - - - - - - ~ R I ~ ~ ~ ~ ~ ~ 4`~~ ~ ~(Q~ ~ \ , \ \ yA
- ~ - ~ ~ ~ ~ ~ARRACADE ~~S
r - - ~ ~ ~ ~ -aPPHUx ~tN rERUNE _ ~ ~ ~ ~ ~ ~ EX. GREENWAY Z ` ` i ~ HEADWALL O
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~ ~ , ~ ~ , - ~ ~ r 1 j - - SURVEYED TOP J
~ ~ ~RtRp SILT FENC OUTLET V ~ ~ ~ ~ - \ / 1 > (fi Cn t ~ 4° i ~ y- 62+25.14 Su s~ ~ so _ _ sa ~ ~ LV
~ ~ ~ _ - ~ ~ ~ j _ i)'dA7 _ ~ ~ ~ ~ ~ ~ ~ ~e° y' ~ ~ ~ EX. 10' SINGLE ~ w ~ ~ ~ PEDESTRIAN OUIVERT ~ ' ~ ~ ~ ~ ~ ~ ~ G'.5 6f s~5 uS ..._.__.,m. Criu E7S 4 Q
F _ ~ ~ w SILT FENCE ~ \ 1 t i ~~`.t z ` 262 ~ ~ rm
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SF ( ~ ~ ~ \ ~ 3 ,t \ ~ + ~ ~ ~ ~ l0 ~ ~ ( ~ ` ~ ~ ~ ~ ROCK INLET SEDIMENT ~ s ~ ~ \ ~,`a~A~ , ~ w w ~ STORM CULVERTD ~..,i ~ Si5 ~ ~ m
' '~1~rf~~lr l~ SF D S . EMOVABLE PI ~ ° t _.M . _ I ~ ~ ~ 1 t~~~ I ~ TRAP TYPE C-SINGLE 4j: '~'r~K' ~-t,l ~ ( BOLLARD SEE C-2.1 Q ° 1 DIRECTIONAL FUSU lE ~ i ~ ~ h~~, ~ EX. 108° DOUBLE BOX ~ ~ ~
I:,„€)'„ 7 ~.~:1 SF ,~ti ~ CHECK DAM m~ :I
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~ r ' \~OTTF \ sF (oD OUTLETNCE { ~ C-2.1 _ _ n~i~ _ ~ f ~ ~ t 0 ~ ~ S\ -'7 r ~ LIMITS OF / dr ~
~ ` " ~ F~.,~„ (5S ry ~ DISTURBANCE f SILT FENCE r" ~ ~ ~ ' ';e` ~ sF L+~•_ SL E CE ti,. (TYP.) s (TYP.) ~ - _ 1 ~ ~ - - w ~ ~ ~ ti
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a~- ; - `_"-t-- _ sF ~ sF i i.r~ ~ ZONE 1~'& 2 IMPACTS ~ ~ 'i' LEGEND ~ ~
812 ZONE 1 - 3429.34 SF= 0.079 AC TREE PROTECTIO ~ / SF 0 ~ r' / ~ T w,, aoT 57 sF ~-=~s LaD _ 812 ONE 2 = 1041.7 ~F= 0.024`A~C ~'W" / ti FE~JC~'°( YP) 00l ~ ' - +00 SF ~ .~C`OD'^- ~ rybbk'° - 30' ZONE 1 LIMIT
~~k.. ~ _ - - - - - - - . ~Y~~1 . TREE LINE > M1 - ~ , ~ NEUSE RIVER BUFFER SITE BUFFER ~ r~
ESN TREE LI F PC =~55*a+6 .95 ~ . dbT°-~`°-~-~`~=< / ~ SF ® dF LOD ,r"° , ,,.N C~j' 00 ~ f "-F--_ r7+,-, tOD lOD ~''r ~f w- f,,... ~ ! ~lv~ ~ ~ /r}FSGe<i STREAM CENTERLINE PLAIN FLOOD
~ = 55+66.48 T ` ~ . -L..... ,v ~„f / -~8 O ^^•~,._.gF F-~~..,~. LOD LQD LOD L,~ t § m a/ p UOT E"'-- 9F ~-SF-= Sf -`E.-~ SF • CLEAN WATER D,I~ERSION (C). Tp J~P ""0 T VO'I ~ , , - ,„1'~`~ 4iT 0 ~ GREENWAY CENTERLINE - 500 YR FLOOD ~ WETLAND AREA
~y PROVIDE 90 LF NORTH AMERICAN °w, ~--.TP ~ = ~ _ GREEN TEMPORARY LIN~&'S75 °OR.., 1~ ~ ~ ` ~ 0~"T" / ~ 59+250 ~ ~ ~ • PLAIN ~ " " , GREENWAY (EDP)
APPROVED EQUAL IN-CHANNEL k,, ~ ~ ~ 00"T""~,~E~--__ , p + BOTTOM / ,f ~ ~ ~pl 0 0 f-~,,_ - LOD LOD - LIMIT OF m ry661~ 4` ~ ~ _ - - - - - - CONSTRUCTION ~ - FLOODWAY DISTURBANCE
~ . _ +7 ,ebb 1, _ ~ "CLEAN WATER DIVERSION (D). 001 " b PT ,...i~~ ~ ~ w PUBLIC'~iRE~NWAY ES~ ~ PRDVIDE 400 LF NOR AMERICAN O -g / 6 PT - .86 ~ " ENTRANCE _...2 ~ TP TP - TREE PROTECTION ~
A ~ ~ oT ~`~y ' / f GREEN TEMPO&RR NER S75 OR (7 ~ ~ TB ° OQTP ~p 001 001 00l ~ APPRDVE~Et~UAL IN CHANNEL 2- TP TP TP TP \ ~ SPECIAL FLOOD HAZARD AREA oopooooo RIP-RAP ~ ~ ~
~ ti. M1M1M1 ° o 0 ~ °oo°°oooo DISSIPATER
~ ~ ~ ~ PC = 58+62.20 . ~ ~ J ~ A FLOOD PLAHV ~ r, l ~ ~ ~ ~ \ PROPOSED CONTOURS {MAJOR) SF - SP SILT FENCE ° a O
_ ~ ~ .1 r` PT =r58+73.57 PC = 59+31.25 ~ ~ ° ~",i~ PROPOSED CONTOURS {MINOR) ® SILT FENCE ~ BOARD WALK ~ ~ PAINING WALL ~ 00+00 OUTLET
T;!~`,, ~ .I',-'' RETAINING WALL ~ / _ SEE DETAIL SHEET C-2. ' DETAIL SHEET C-2.1 \ e~4"`"~},~ MATCH LINE v, s, ~ PROPOSED O ~ N
~ , BRIDGE ~ p ~ ~ rr~ll U ~
~ t"" W TP ~ T T NANCY OAMERINd \ _ _ ~ ~ ~ PIN 1840-76-1672
~ i~ . ~ ` ~ ~r~ a~ l2 ~ ~ ` ZONE 1 {TEMP) ZONE 1 V ~ ~
NANCY DAMERGN ~ -r'~ DB 12337 PG 2555 PIN 1840-76-1672 ZONE 2 (TEMP) ZONE 2 ~ ,y
DB 12337 PG 2555 SPECIAL FL000
HAZARD AREA O ® ~
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GRAPHIC SCALE 30' 0 30' 60' O ~ w ~ ~ ~
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(IN FEET ) V bA O , 4; 0 iC ~w~aaw~
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CL AR WATER DIVERSION (C) ~ { CLEAR W TER DIVERSION (0) ? 1 ~ ; { ( { I ) I
278 ~NANNFl._CALCULA`DDNS _ CHANNE ..CALCULASIONS _ i _ _ ~ - € ~ ! ~ _
Given Inp t Dota: Given Input Data. + I i € Sh ~ e Tra ezoidal ~ ~ , 1 P. s . Shoe Trapezp+dal 3 ~ . ; ~ + ~
Sol Ing for .............~..~~epth'of Flow ~ Sol ing far Depth of flow ~ € 1 ~ Flo rate 5.8400 cfs 1 Flo rate 7.2400 cfs I ~ ~ I 1 ! f ~ ~ t t I
SI e F.. 0.0150 ft/ft ~ Sloe _ ~ ~ _ _ _ ~ p 0.0210 ft/ft 1....... ~ 3 { r 276 Ma nm s n AG Ro "hness O°0450 Md~ning ( g ) I { i € € ~ I ~ t y.....3 3 1 i 33
Hel htg......~ ......9. 360000 in ~ Hei ht .'s n NAG..Ro3 .hn36.0.'0:0450 q f_ € I - _ ..............1.._...._ 1 OOO in 's , + 9 ` 3 ; I Bo tom width 0.0000 inl Bot om width 0.0000 in' ~ t ' ~ f i I ~ ~ i E
o- _ l ~ Lef slope 3,OEi00 ft/f~ (V/H) Lef slope 3:0000 ft/ft, (v/H) - ~ ° _ Rig t slope 3.0000 ft/P;t (V/H) Rig t slope 3.0000 ft/f} (V/H) ~ [ 3 ~ r i. ~ ~ E ~ € E U
i I i , i I . . r ~ i 1 274 ....Oomputed-Results:-._..._.. ; .Gompute~.-Results, _ i i. { _ ~ ( 1 Z ~ ~ 's _ ~ _ ....E I ~ r - COTE: TRA L ENERALLY ~
Depth .......................a... 32.9757 In ~ Depith 33.5577 in 3 { j i k t Vel~city 2,3201 fps i Vel `clt € ' € ' ~ ~ ~ ! ~ t l REENWAY I G
{ 4 y 2.7774 fpa i r I , ....-Full Flowrate 7.379,6,,., pfs , FuIII Flpwrate , ...9 717 cfa 1 - _ _ _ _ _ , _ i__ i I I i . Flo area 2.5171 ft2 F Flo area 2.6068 ft2 ' ~ I_ 4 - ~ FOLLOWS EXISTING GRADE, SOME W
i Flo' perimeter 69.5190 in Flo perimeter 70.7459 ih i + I Hydraulic radius 5 2139 in f Hydraulic radius 5.3059 in + ~ ~ j ~ ~ f ~ E FILL WILL BE REQUIRED TO ~ [ ~ ~ i ~ MAINTAIN SMOOTH TRANSITIONS. ~
272 + _ , _ ~ : Tops°width':::..~ _ 21:9838 in ( Top widfh 22:37TB m 3 ~ + ~ I , , , _ 272 Q ( ( 3r
3.0000 ft2 Arep I ~ Aru ; + 3 ee'' , ...........................3.0000 ft2 ~ { Per{meter .................3..... 75.8947 in ~ Per~meter 75.8947 in € I ~ 3 ~ ~ ( ? ~ I € 3 ~ € ~ { - I ? I ~ E ~ ~ Y N ~ . a , _ i ~ _.....F.. ~
Percent-.full-„ ,,--91,5993..E { ..Rercent,ful4 93.2459...q,, _I . . - { ~ + ~ ~ m ~ ~I ~ ~ ~ `Q
i E 1 I : , ; < , _ ~ _ _ 3 270 ~ _ r ~ r
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3 6 ~ 1. q . , . ~ j i { i i 3 I t , II ~
i{ ~ a> _ ~ ~ WU~o o ~ t PRE ENGI EERED STEEL _ ~ w ~ ° I j
268 l . 4 € _ { ' .._.~...._.____m._w__ ~ ' , . 268 II 5 _PEDESTRIAN BRIDGE. THE u ~ ~ ~ I l j W ~
€ ~ t i i € € ti l a BRIDGE SHALL BE WEATHERING a ~ N i I 3 ~ 7 ~ I STEEL AND SHALL CONFORM TO 4 N ( L ASTM_A84~ AND ASTM A58 ~ it i ~ ~ ~ {BRIDGE 82'-2" ~ a _ ~ ~ _ I ~
, ~ ~ n! + + ~ ~ j ~ ~ I 5 , ~ w m L.L
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_ . f... 262 p. ~ .o N. i . _ ; ~ ~ to _ ~ O , 9 I ~ _ _ ~ _ ~ _ ~ ~ _ 262 ~
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248 m , ) . CHECKED BY: DMK Planning Department Date DATE:
3 10-26-09 City of Raleigh Public Utilities Department Date PwoJEC NO.
12082306-A
I ~ ~ I so+oa 61+00 sz+oo SHEET NO,
54+00 55+00 56+00 57+00 58+00 59+00 0 C-1.5 ISSUED FOR CONSTRUCTION
N D SHEET 8 OF 12

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PROPOSED CONTOURS (MAJOR)
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xH' z ¢F-3 ' xH o 8' MAX. WITH WIRE
DHo~ Hx~o DMoy 6` MAX. WITHOUT WIRE rom...~cn w JoHZ rom'~oi ~ } z~= ' PRE-CONSTRUCTION PHASE N~o~ 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
,m-,Z~SD OOHS Hz~=D ooy=z SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN 1. MANDATORY PRE-CONSTRUCTION MEETING ON SITE WITH NCDENR
ioD°m wQQ~-x x~Dym zD F-c~~Op z ~xo ¢ ~ H xyoo MIDDLE AND VERTICAL WIRES r'' WaQ~x ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH INSPECTOR, PHONE: [phone] QU~ON CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
x~o.~ I-x zw zH'o~-n z~oH y~wo~ ooH SHALL BE 12%2 GAUGE MIN.
nixz oo~~ px~z ~~D z H ADD 2, THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE 2' NOTIFY NCDENR REGIONAL OFFICE 48 HOURS PRIOR TO BEGINNING o~~¢ PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND LAND DISTURBANCE ACTIVITY. Z I-1 LY
D -DH v F- H ~'-H V ~Q ' ~ W? op ~ HN DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CLEARING ANO GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF
z ~ ? z o TOP AND BOTTOM STRAND SHALL BE 10 GAUGE MIN. ~ o° .PERIMETER CONTROLS (E.G. SILT FENCE AND CONSTRUCTION n 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO 8E PLACED PRIOR TO ENTRANCE). INSTALL BRIDGE MAT CROSSINGS AT THE TWO LOCATIONS
CLEARING ANO/OR LAND DISTURBANCE. INDICATED ON THE PLANS, CARE SHOULD BE TAKEN TO ONLY
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. INSTALLAl10N OF 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 x m ~ ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE THE CON5TRUCTION ENTRANCE AS INDICATED ON PLANS TO INSTALL
~ 2' MINIMUM O Z ~ ~ WIRE FILTER FABRIC o PERIMETER CONTROLS. SITE ACCESS WILL BE OBTAINED THROUGH THE tr_ W AREAS, 5TAGiNG OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT ~ Z CONSTRUCTION ENTRANCE AND TEMPORARY BRIDGE MAT CROSSINGS ~
mH c~° ~H 3c~ z~ ~cn A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO FOR THE REMAINDER OF THE SITE. Z z W NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES ~
'0 x „ ~ FLOW H fd~ ® s O~ 1-6 QO: apN ~ ~ REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE- PAYMENL 5. INSTALLATION OF REMAINING SEDIMENT AND EROSION CONTROLS E.G.
~ MINIMUM x W a ~ D ? ~ z NOTES ¢ THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE ( ~ o ~ AMENDED PERMIT. CLEAR WATER DIVERSION AND CHECK DAM). ~
~ o ? ® -t v USE WIRE A MINIMUM OF 32"
~ D x D IN WIDTH AND WITH A MINIMUM FILTER FABRIC O v o N o OF 6 LINE WIRES WITH 12" STAY ~ H 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION 6. INSTALLATION OF EROSION CONTROL MEASURES AROUND BRIDGE ~ g w
~ ~ z ~ r v SPACING. COMPACTED FILL C ~ 6 TYPICAL ~ Q z z CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ABUTMENTS. ~ ~ ~ a DETERMINED BY EITHER NCDENR OR THE ENGINEER. (NO SEPARATE PAYMENT). ~ ~
m D ? pC D USE~FILTER FABRIC A MINIMUM 7. INFORM INSPECTOR OF INSTALLATION OF NECESSARY EROSION Z w w ~ ~ CC CONTROL MEASURES AND SET UP AN INSPECTOR FOR COMPLIANCE ° W w a
70 ~ = 00. -q N OF 36 IN WIDTH AND FASTEN - 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT N ~ WITH STANDARDS. ~ `t ALL TIMES DURING LAND DISTURBING ACTVITIES AND DURING SITE DEVELOPMENT UN1~L ~ ~ w
N z N ~ rn z .ADEQUATELY TO THE WIRE AS - - o H W Z v DIRECTED BY THE ENGINEER. - ~ _ -
Z -n o F' ~ PROVIDE 5`-O" STEEL P T - B`~ ~ o z RI p OST OF HE i - _ I ~ ~ FINAL STABILIZATION IS ACHIEVED. GRADING OPERATION PHASE c7 F, U z ~ m z 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE w 8. BEGIN CLEARING AND GRUBBING OF SITE SEDIMENT AND EROSION
CROSS SECTIONAL VIEW w x SELF-FASTENER ANGLE STEEL TYPE. o ANGLE STEEL TYPE. ~ 'STEEL POST - 2'-0" DEPTH SODDED OR SEEDED AS INDICATED AND STABILIZED. ( ° z ~ w o
4« e 2'-0" DEPTH CONTROL MEASURES FOR THESE AREAS MUST ALREADY BE a- ~ ~ ~ 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED IN5TALLED). v p o o N
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. o ~ iJ W
9. BEGIN LIMITED GRADING OPERATIONS. ~ ~ tO.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND m a
EXTENSION OF FABRIC AND AFTER EACH RUNOFF-PRODUCING .EVEN T. .ANY NECESSARY REPAIRS OR CLEANUP TO 10. MODIFY EROSION CONTROL MEASURES AS NECESSARY DURING GRADING ti ~ ~ ~ SHEET t OF 1 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE OPERATIONS TO ENSURE SEDIMENT DEPOSTION IS MINIMAL. ~ N
SHEET 1 6F 1 SHEET 1 OF 1 SHEET 1 of 1 WIRE INTO TRENCH 1630.05 1630.05 1605.01 1605 e ®1 IMMEDIATELY. o N
11. DILIGENTLY MAINTAIN EROSION CONTROL DEVICES DURING GRADING
m O m v zoN 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR OPERATIONS.
H' z /4 WIRE MESH •p. 0 QQ~ H' z ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS > ¢~3 DIRECTED BY THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS 12. AS AREAS ARE BROUGHT TO FINISHED GRADE, THEY SHALL BE ~ N
DHo~ a, . H~~v DH~~y H~~~ REQUIRED. SEEDED, MULCHED, ANCHORED AND FERTILIZED AS SOON AS POSSIBLE.
rnzm=-~H o 0,.. ooa=z mz H --I D (A H -I D ~ ~ pp~n~ wQzw oo n a z PROJECT COMPLETION PHASE ~~z ~ 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL
=mDDm o.9 ~ o-0:.: p, ~.o.'.r'• p: H-.UQO= =mzDm z x ~ , Q . ~ . p..> • aC cD z , IW-c¢i¢o= CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS ¢ a: N 13. CONTACT INSPECTOR FOR INSPECTION OF COMPLETE CONSTRUCTION.
y =vo~ °o°' ~ ~ ° ~ ~=FZw z=-~opon 3 ft How •'o.'' ~ u. ~ o zoDH ~ N~ o¢ o~xH N~~oW INTO NON-PAVED AREA. (NO SEPARATE PAYMENT). ~
yD A ~ A DD 14. UPON INSPECTION AND APPROVAL, REMOVE ONLY THOSE EROSION ~ o~~a¢c 13. WHEN CROSSWG CREEK OR DRAINAGE-WAY, THE CONTRACTOR SHALL RIP-RAP WITH ~
~-1 V 0.' ~~U c I-'H V CONTROL DEVICES AS INSTRUCTED BY THE INSPECTOR. ~ Z~> FABRIC DISTURBED BANKS AND CHANNEL ANO RESTORE SLOPES TO ORIGINAL ~ o 0 0.o CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE 15. STABILIZE THE REMAINDER OF THE SITE. N
~ 4'.0' o do NH VARIABLE z o °o o 0 ' p z G 1/4 WIRE MESH ~ n as DIMENSION p~. ~ N ti o STABILIZED IMMEDIATELY, a ~
d GENERAL NOTES: SEDIMENT CONTROL STONE " ~ d'. 1/a" WIRE MESH CONTROL STONE 16. REQUEST FINAL INSPECTION FROM INSPECTOR. ~
~ ~ 2 ft ~ USE N0. 5 OR N0. 57 STONE FOR SEDIMENT ~ U ~
d o' ° .o V CONTROL. 1 ft min O ~ ~ 1 "WIRE MESH ~ '0 17. UPON APPROVAL, REMOVE ALl REMAINING EROSION CONTROL DEVICES, ~ ~ ~
n c~ ° o, b. ~ W rn USE HARDWARE CLOTH 24 GAUGE WIRE MESH Z SEEDING AS NECESSARY UPON THIS APPROVAL. p ~ U ~
a o. o o,o, o • : d.o. d . ~ d n WITH 1/4 INCH MESH OPENINGS. Fa m .a.. 'o : 'o ' ~ ¢ ~ Fi z U.~
Z ~ ~..:Q SEE NOTE FOR POST DESCRIPTION ~ a O INSTALL 5 FT. SELF FASTENER ANGLE STEEL o~ ~
m H MAXIMUM POST SPACING 4 FT. p . O d H POST 2 FT. DEEP MINIMUM. a.. s~
_ •0.°' H Q O i SPACE POST A MAXIMUM OF 3 FT. N ~ ~ ~ ~ O o z~~ ~o
m-pi 2' * 2' ~F M-I O D 12" - ? 3 Z ~/4 WIRE MESH Q s ~ N ~ ~ ~ ~ d.
p.~ ~ NOTE ? Z RI p SEDIMENT CONTROL STONE i ~
3 D 2 USE N0. 5 OR NO. 57 STONE FLOW--®2 FLOW ~ W ~ ~ m ao FOR SEDIMENT CONTROL. _ _ _ _ _ Q ~ -i 1 ft min GC F° p O O ~ ~ p cd ~~~r:~ v,
Z~ ~ °-n~'--~. ~ USE 24 GAUGE MINIMUM WIRE ~ Z N ~ p SEDIMENT - - 6 1/4 MESH HARDWARE CLOTH WITH SEDIMENT - 6 p O p Z~ U a,~N~rt U
37 CONTROL STONE 2' WIRE MESH 1/ INCH MESH OPENINGS. CONTROL STONE t ~ W O 70 WATER FLOW -r 00 ~ 1 -6 PLACE TOP OF WIRE MESH 1 -6 O H Z ~ o0o po ® sEEDINC ~ ~ ~ w° Z ~ ~
~ * A MINIMUM OF ONE F00T BELOW * °-I F., ~ z THE SHOULDER OR ANY. N F- ~ z _ ~ x W a"i ~ ~ ~ o ~
~ o DIVERSION POINT. H W O p ~ ~ ~ ~ ~ LI I I H ~ SEEDBED PREPARATION: ~ ~ bq O OS
m INSTALL WIRE MESH UNDER AVERAGE BOX C'3 r m -I p AVERAGE BOX SEDIMENT CONTROL STONE. Z Z p STEEL POST - 2 ft DEPTH 'C s DIMENSION VARIABLE USE 5' STEEL POST, INSTALLED DIMENSION VARIABLE w N m x 1/ WIRE MESH ' DEPTH J 1. CHISEL COIdPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.U q ~ ~ ~ `Z ~ 2. RIP THE ENTIRE AREA TO SIX INCHES DEER ~ W d' ~i P1 w
~ FILTERED 1.5 DEEP MINIMUM, AND FILTERED Z 4 m WATER OF THE SELF-FASTENER WATER ~ ~ 2 ft 3. REMOVE ALl LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAPING SURFACE REASONABLY SMOOTH AND UNIFORM, Ow a V 4. APPLY AGRICULNRAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX 'MTIi SOIL (SEE MIXTURE).
SECTION A-A ANGLE STEEL TYPE. SECTION Y•Y ® m W 5. CONtiNUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INGHES DEER d. 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. < ~ ~ ~~'~I'~ ~ ~
SPACE POST A MAXIMUM OF 4', ~ ~ 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ' ~ [ r FW' O 6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POS~BLE. IF s ~ F ~ ~
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. , ~ i , ~ ~ U
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW SHEET 1 OF 1 SHEET 1 OF 1 HEET 1 OF 1 MIXNRE I ~I f Q x vi i , SHEET i OF 1 AGRICULNRAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOUS) ~ y ~ w ~ ~ ~ ~
1632.03 1632.03 1606.01 1606 e O 1 FERTILIZER 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE 500 LBS/ACRE - 20% ANALY~S
m o ~ ~ TEMP. STONE F } MULCH 2 TONS/ACRE -SMALL GRAIN STRAW ANCHOR ASPHALT EMULSION AT 300 GALS/ACRE U
~ N. z DITCH CHECK Q ~ ~ 100', NOTES' SEEDING SCHEDULE Z
~~~zo Nti0' V~~~S '"ovv V FENCE UP TO ~
mo S PP w-~n.Hz BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO Hz-ISD °qf0= ENSURE CONSTRUCTION ENTRANCE IS USED. 0 0"0 ~ w ¢ z w SEDIMENT ON SITE USED' FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
smDDm ~oQOs z ~ NOTES: x o • ; = o 0 0 ~ ~ _ ~ z H ' ° 2, IF CONSTRUCTION ON THE SITES ARE SUCH THAT THI SUCH THAT THE MUD IiA>F III PLANTING RATE
zHor'~ p~V_o~ IS NOT REMOVED BY THE VEHICLE TRAVELING OVER 1 AVELING OVER THE AUG 15 - NOV 1 TALL FESCUE 300 IBS/ACRE Q O
~=xz USE CLASS B EROSION CONTROL STONE FOR z H EDGE OF PAVEMENT ooNQ STONE, THEN THE TIRES OF THE VEHICLES MUST BE ' ~'~D ~ ~ STRUCTURAL STONE. z ,H°C <'•<•~2"-3" STONE TO BE USED:•••:''•~:. 20' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. ICIES MUST BE WASHED Nov 1 -MAR 1 TALL FESCUE &ABRUZZI RYE 300 LBS/ACRE > Y
DDi ~ EXISTING e~:'~(SURGE STONE OR RAlLROAD•'~;~ -CH ,~~'~e aH •r,:,.':i.. , PROPOSED STREET, MAR 1 -APR 15 TALL FESCUE 300 IBS/ACRE '/1 Q
0o c ti~ pQ~ THE ENGINEER MAY DIRECT THE OPTION OF wo ROADWAY •°:.;'BALLAST)•:>;;~: •i:; ';<•,;,.•;,:'.r;':?:;;; WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT z o _ oy~ LAS "A" STONE FOR SITES HAVING LESS THAN ? " ` C S °s,,:•:~.:~~:;~''~•'' GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRA' IN TO PREVENT MUD OR APR 15-JUN 3o HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ON SITE. ENTRANCE n z LL
STRUCTURAL STONE ONE (1 } ACRE DRAINAGE AREA AND A DITCH ;,;`,.•.''^.r:' WILL RE DIRE PERIODIC REMOVAL OF SEDIMENT-LADE SEDIMENT-LADEN
BACK GRADE LESS THAN 3 0. • • • ~ ' ' • O SLOPE STONE AND REPLACEMENT WITH FRESH STONE. ~ H STONE. JUL 1- AuG 15 TAU. FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); ~ ~ Q MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MILLET); ' 1 ~ O r ,
~ : ; 3 USE N0. 5 OR NO. 57 STONE FOR SEDIMENT - HYBRIDS"~* 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) V v
CONTROL. PLACE SEDIMENT CONTROL STONE W p ISOMETRIC VIEW AS DIRECTED BY THE ENGINEER. a W
Tom x~ FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1): ~ ~ ~
Dz oi- ~ Ip' 1' MIN. NATURAL GROUND ~ Y PLAN VIEW
f0 Z V QAIE. LYPE PLANTING RATE V MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 IBS/ACRE (SERICEA LESPEDEZA);
O o QOM AND USE THE FOLLOH7NG ~ , r COMBINA110NS: I'' v
n N 0 ~ V" Q ~ ~ x~ MAR 1 -APR 15 ADD TALL FESCUE 120 LBS/ACRE W
Z ? MAR 1 -JUN 30 OR ADD HULLED COMMON 25 I.BS/ACRE ~ ~ W
N D ~ H r o CROSS SECTION o N 85' 15' BERMUDAt>'RASS ~ V J
o VEE DITCH Q EXISTING ROADWAY I JUN 1 - SEPT i TAIL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE); MILLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
As . _ ~ BASE OF DITCH W ® , HYBRIDS;«° 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS) V Q z V
ITI ~ NATURAL GROUND 12'" = pC SEPT 1 -MAR 1 SERICEA IESPEDEZA (UNHULIED 70 LBS/ACRE (SERIECEA LESPEDEZA); ® ~••I
~ 1 MIN. SEDIMENT 12 MIN. iNi 6' MIN. • ~ TRAP . - UNSCARIFlED) AND TALL FESCUE 120 IBS/ACRE (TALL FESCUE)
O V' 0 ~ s FLOW W ~ \ NOV 1 -MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
® i~~ ~ THE ABOVE VEGETATION RATES ARE 1HOSE WHICH DO WEII UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE ~
m OPTIONAL TYPE ~ a'-s" a FABRIC UNDER STONE SILT BASIN POSSIBLE.
Qj CROSS SECTION ~ ~ 12NTRHLCKTSNEIMENT W TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY ® Q COVER TO GROW OVER 12" IN HEIGHT BEFORE MOVNNG, OTHERWISE FESCUE MAY BE SHADED OUT. U
TRAPEZOIDAL DITCH CO 0 S 0 ~ ELEVATION VIEW CROSS SECTION
N SHEET 1 OF 1 SHEET 1 OF 1 W
0 Q
° 1633`.02 1633.02 N O
m N W O ~,,~puCe/NurDj®rrr®
m STANDARD CONSTRUCTION ENTRANCE
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A ITl w THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN N
G7 m OF WAKE FOREST. HoRZ sGALE,
m f Engineering Department Date vERT scaLE:
I~ v - DRAWN BY: TRL
K 0 C Public Works Department Date - CHECKED BY: DMK
O. Erosion & Sediment Control Date DATE: 10-26-09
N N Fire Prevention Date PROJECT NO.
W N O 12082306-A
O A Planning Department Date
N V ISSUED FOR CONSTRUCTION SHEET No. - City----of--Raleigh------Public----Utilities----Department---------Date c-z.o
W 1 - - - - - SHEET 10 OF 12

L7 W
5 OAK 8" X 8" 'S BOLTED TOGETHER WITH
1" BOLTS AND CABLE SLING AT EACH END d ~ a o n Q
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~0~ STEEL DOME TOP WELDED TO
t~j3pOT~~(~ S'~l~ij Stlp~(7~'tC(~ TOP OF BOLLARD
Q1V~'i'SIQ , Bradg~ at ?t7't~t d~~CSi~n ~ i
~ 0 6' LONG 4" DIA. STEEL . ~ _ _ PIPE BOLLARD EYE BOLT ON BACK &
NOTES: FRONT OF BOLLARD
4 X 3 TOE RAIL LAP JOINT TO 4 X 10 1/4° OARDWALK HAS BEEN DESIGNED FOR AN _ m 1. THIS B ~L~1~~! i :';tr F ~tl" 4 POST DECKING POUNDS PER ~ ~h ~ 2 X 6 EVENLY DISTRIBUTED LIVE LOAD OF 85 , ~ ~t~~ea>~1 Bank
NOTE: USE 4 X 6 POST WHERE 2 ' SQUARE FOOT AS REQUIRED BY ASSHTO GUIDE LOCKING EYE WELDED'TO PIPE BOLLARD
AT POST IST HANGER TO BE a PIECES OF TOE RAIL MEET JO SPECIFICATIONS FOR PEDESTRIAN BRIDGES, 1997 APPROVED BY THE 1 000 ~i'l~'.C~i'I7~~' i~C CfOSSt Os~m CI"OSSIn~• LOCKING EYE, WELDED TO
EDITION OR A CONCENTRATED LIVE LOAD OF ENGINEER (TYP.) 8~~ POUNDS AT MID-SPAN. GROUND INSERT
2. SMALL MEMBERS SHALL HAVE PRE-DRILLED HOLE TO 5" DIA. GROUND INSERT, 3 FINISHED GRADE FT. LENGTH 4
® PREVENT SPLITTING DURING CONSTRUCTION. 2 X 6 NOTES: ® ® ® ® DECKING TO BE ATTACHED TO EACH JOISTS USING
® ® ~ ® 2-4" GALVANIZED SCREWS AT EACH JOIST, TWO 1. THE STANDARD LENGTH FOR A BRIDGEMAT IS 20', AT IS 20', TRAIL PAVING -t_ DUE TO SITE -~t~i~tl7~[(4 ~ (1)
SCREWS PER DECK BOARD PER JOIST HOWEVER CROSSING LENGTH MAY VARY DUE TO SI 30" MAX 3. ALL HARDWARE SHALL BE RATED TO WORK WITH CONSTRAINTS. 99W9@4@Ol 9"lOII@@@77404 VVW VOVI VYCC+@PV W9tl PO
6" MIN. TREATED LUMBER USED IN THIS APPLICATION. 2. DURING PLACEMENT, KEEP MATERIALS AND VEHICLES ND VEHICLES s7@WII@@IIIIIIWVWQ~WII77II7 WWWW@vv77v7a@@II7PVWVS OY°F4W@@@4WWV@@@@VS+V4V WWV VOVWW W4V044W9C@@ O 9WVV04 @44tl0000V99WW@ WWW@tl@HWOPOOV@II4'7P POE ~k~~.%~V Cj/~~V\. ~~/j/V~ .9~4 ~%s(@r ~•A/ %gYtPV rg!4S $~P.V _
3 - 3/4 GALV. THRU BOL SUBMIT CATALOG SHEETS OF ALL HARDWARE AND OUT OF THE STREAM CHANNEL. _S AND ~/j~~,Y\f~~t~~\ ~ J~/~/ !~~\f, /F'',:'P ~~~~/i/I 'w
GALVANIZED ANGLE TO BE 2 X 12 BEAM ON W/ WASHERS ANO NUTS (TY LUMBER TO BE USED FOR REVIEW AND APPROVAL. 3, MANAGE SURFACE RUNOFF ROADS, TRAILS AND APPROVED BY THE EACH SIDE OF POST 4. TREATED TIMBER AND LUMBER SHALL BE USED AND CROSSING APPROACHES BY INSTALLING WATER WATER `!C!/~~~ v~,
ENGINEER (TYP.) SHALL BE IN ACCORDANCE WITH 2006 NCDOT DIVERSIONS (DIPS) ON BOTH SIDES OF THE BRIDGE. ~ ~ THE BRIDGE. W W W ;EST FLOOR 2 -8" ~ ~ ~
STANDARD SPECIFICATIONS, SECTION 1082 AND SHALL 4. DIVERT RUNOFF INTO UNDISTURBED FOREST FL00 I I I I BE SOUTHERN YELLOW PINE, GRADE 2 OR BETTER. AREAS RATHER THAN ALLOWING 1f TO EMPTY MPTY REMOVABLE BOLLARD: ~ ~ ALIGN POST & SLEEVE SO EYES ARE " " ~
I I ALL TIMBER IN CONTACT WITH THE GROUND SHALL DIRECTLY INTO THE STREAM CHANNEL. LOCATED AT BACK AND FRONT OF' w w ~ MULCH, U
I I BE RATED FOR GROUND CONTACT. 5, STABILIZE BARE SOIL AREAS WITH SEED, MULCH, I I ® I 5. ALL DECKING SHALL BE INSTALLED WITH CROWN UP. BRANCHES AND TREE TOPS OR WITH OTHER HER POST, NOT STICKING OUT INTO TRAVEL
6. ALL WORK SHALL BE ACCOMPLISHED AS DIRECTED BY SUITABLE MATERIALS WHEN MATS ARE INSTALLED AND JSTALLED AND WAY. ~ ~ ~ ~ ~ z ~ W 16°x16" CONCRETE ~ o o
I I 3' - 6° ( I THE ENGINEER. ANY DISCREPANCIES FOUND ON THIS REMOVED. 1 /2" DIA. REBAR X 16" LONG I I FOOTING 3000 PSI ~ °°°~°o o z z m
ST AT LOCATIONS I I DRAWING SHALL BE BROUGHT TO THE ATTENTION OF 2 PER PO SHOWN THE ENGINEER BEFORE PROCEEDING. 28-DAYS g" o ~ ~ ~ o 6 nP• o a a o F..
•~~Ir.. a o o n
8" X 8" POST ENCASED IN tl tlootlno °o°o° ntlnno ~ TF °nn n RA n°tl°~ GARY STREAM CROSSING U p N N
NG tlooo T F OTI o o o E RTETE I 24°OIA.CONC noon°ooo 3000 PSI 6" #57 STONE ~ ~ ~ a ~
ND CONCRETE A MINIMUM CONCRETE BRICK ~ EXTE m rn ~ ~
OF 3" ABOVE GRADE, MAINTAIN AT POST BASE REMOVABLE BOL Q LN;,;N
POSITIVE DRAINAGE AWAY FROM MIN. 6" 57 STONE FILL POST # NTS a N
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ZONE COMPACTION ZONE SEGMENTAL I (TO BACK OF CUT)
CONCRETE BLOCK
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2 X 10 STRINGER 3'-0" d; v ~ ® V
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ROCK 0.25 in T01,5 in
5'-0° 0 0 0 LESS THAN 10% FINES \i Z . d: a / RETAINED SOIL ~ ~ a O
REMOVABLE
2 X 12 BOLLARDS-SEE IMPERMEABLE FILL TO ~ .P ° ° ~ • ~ MINIMUM THICKNESS OF ~ "y ~ ~ N ~
BOLLARD DETAIL-THIS ~ 2 X 12 SHEET p =
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Oz D = EXTENDED LENGTH MAY ~ • O U ^ 00 J COMPACTED 501E BE REQUIRED DUE TO ~ ~ Z ~ ~
16" O.C. X ~ 2 X 10 JOISTS WQ • d; a L Q SEGMENTAL ° ° ~ \ SITE OR SEISMIC CONDITIONS ~ ~ ~ ~ ~ ~
2 X 12 CONCRETE BLOCK . " I~ r ~ ~ ~ UNIT " ' o 0 0 \ V baQ p ~ 0 iC
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3'-0" a a • LENGTH VARIES PER WALL DESIGN j ~ W ~ R v~. Ho
5'-0" ' ° ° ° GEOGRID LENGTH U ~
0 0 t'• i I p x
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2- 2 X 12 0°0°O°~0~°°~6~0~°°o~°n0°°°° a°o°o o°°°o o°a°°~ooa°o ®END OF RAMP ~ P ~ U
/ o 0 0 4 in TOE DRAIN AYLIGHT / Z
2 X 10 STRINGER / PIPE VENTED TO D
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2 / W/ WASHERS (TYP.) r <
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(TYP.) w w z
TYICALRETAINING LL SECTION Q ~
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P L R A B
NTS SIDE SLOPES SHALL BE LESS THAN 3:1 TYP• UNLESS OTHERWISE INDICATED ON GRADING ~ ~ Q
PLANS. CUT AND FILL SLOPES SHALL TIE. INTO LL
EXISTING SLOPES TO CREATE AN EVEN' ~ ~ J TRANSITION.
2' 2 ~ Q
SIDE SLOPES SHALL BE LESS. THAN 3:1 TYP. SHOULDER SHOULDER ('Y ~ n/
UNLESS OTHERWISE INDICATED ON GRADING
PLANS. CUT AND FILL SLOPES SHALL TIE INTO 2" BITUMINOUS r ~ I~
EXISTING SLOPES TO CREATE AN EVEN TRANSITION. CONCRETE I-2 ~ 2, 2~ MAX. CROSS SLOPE SURFACE COURSE ~ '1
2, 2 SHOULDER U ~
SHOULDER SHOO Q 4 Z3 0 9 9 0 0 4° t4 Q 4 t7 O° 9 CS A~° 6 6 i2 0 0 0 opoa©°oo°°°°°ao9a°°o°°°oap°°°°o°o°°°°° flag°°®°Q°®°°°° L/
2 x 6 DECKING BEHIND FASCIA _ "GALV. THRU BOLTS 10' ~I 1 1/2 3" CHAMFER AT
(I W/ WASHERS AND NUTS EACH END 2" BITUMINOUS INDUS Z I-- E I-2 CLEAN BACKFILL
2 X 12 FASCIA EXPOSURE ON EXTERIOR (TYP.) CONCRETE I-2 I I 2 x 6 DECKING BEHIND FASCIA 2~ MAX. CROSS SLOPE SURFACE COURSE COURSE GEOTEXTILE FABRIC (SEED OR MULCH PER SPEC) ~ W
4' TYP. 2" ASPHALT PATH (SEE 1~ COMPACTED SUBGRADE 6" AGGREGATE
GREENWAYPLANSFOR aoonaooooao°oo0°°°°°°°A°°° ooono°©oononotlooo°°°©°°o°n°n°o°°°a°n°o n°°°n°tl°°°o°o° ABC EXTENSION BASE COURSE W )pO~09Q~fl~°Qfl
® ® PAVEMENT DETAILS) Q
CLEAN BACKFILL
3 n°o°a°°£ GEOTEXTILE FABRIC (SEED OR MULCH PER SPEC)
® ® v ® ~ ~ ® °ooo°o° 6" AGGRE 6' ABC STONE COMPACTED SUBGRADE BASE C0 6" AGGREGATE NOTES: BASE COURSE 1. CROSS SLOPE DIRECTION VARIES. SEE. LAYOUT PLANS FOR DIRECTION OF SLOPE. eem°~1'0„qq~~®o®®®ia
o ® ® Q~o~gao; ABC EXTENSION aap6°° 2. CONTRACTOR IS RESPONSIBLE FOR RE=ESTABLISHING AlL SLOPES DISTURBED BY ee,0e~~~ooCryTQ~~Bie~®
O CONSTRUCTION. e®~ o° ~SSJ /fj ~ Q~pF ~Nq~o'Y I~.
2 - 1 2" GALV. THRU BOLTS D / 2X 12 apno°a ~ W WASHERS AND NUTS #57 WASHED STONE a s ; SEAL ; ,
~ / v EXPOSURE ON INTERIOR (TYP.)
-n 4 - 3/4° GALV. THRU BOLTS i NOTES: 0 2x10 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SL )IRECTION OF SLOPE 7466 ?
W/ WASHERS AND NUT N 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTUR ~ EXPOSURE ON INTERIOR (TYP.) CONSTRUCTION. IPES DI5TURBED BY 6' RE TRAIL X-SECTION BI TERNATE ";o~•FNCiNE~~~ s®s 9l , ooeoeoo,° •
NTS '4 j//~ ~ \h~
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THESE PLANS 'HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN
~ - ~ ~ 8 IL - DTI®p i OF WAKE FOREST. --N hoRZ scA~E: VERT SCALE:
E R m Engineering Department Date
~ NTS DRAWN BY: TRL Public Works Department Date
° CHECKED f3Y: f1MK
CONTRACTOR WILL PROVIDE LOG MAT'S IN WET OR
` SOFT AREAS DURING GREENWAY CONSTRUCTION. NO BOARDWALK Erosion & Sediment Control Date DATE: 10-26-09
ND DISTURBING ACTIVITIES ARE ALLOWED IN 404 ELEVATION ~A JURISTICTIONAL WETLANDS. WETLANDS ARE Fire Prevention Date PROJECT NO. 12082306-A
a N INDICATED ON PLANS. ---7------------------------------------------------------- Planning Department Date
N N SHEET NO.
A N O ISSUED FOR CONSTRUC IU\ City of Raleigh Public Utilities Department Date SIICET 11 OF 12
O W
A p W
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BRIDGE SCHEDULE o x x x x ~ ~ ~
a ca r~ n n STA; HEIGHT ROCK ELEV. ~
2'-3"
TYPICAL ABUTMENT/WINGWALL ARRANGEMENT YOUT TO BE VERIFIED BASED SHOWN, FINAL LA 60+75 H=12.5' 247,4
GS FROM BRIDGE MANUFACTURER ON LOADIN 38+44 H=10' 233,3 1'-3" 1'-0° 32+97 H=11' 223.8
r > ANCHOR 12+19 H=8.5' 215.4
HANDRAIL-SEE- HANDRAIL-SEE / BOLTS,TYP AIL THIS SHEET
DETAIL THIS SHEET #5 BARS @ 12" OC
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\ \ 6 28' V A i
/ \ ' / ~ r #5 BARS @ 12" OC
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4. GREENWAY i - _ 10' U #5 BARS @ 12" W W _ _ ~ 10' W ® ® EA, FACE ~ ~ ~
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01 v HANDRAIL-SEE PRE-ENGINEERED ' ~ 18" MIN. EMBED. ~ ~ W
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HANDRAIL-SEE DETAIL, 1 HI SHEET - ~ . / 1 T S HANDRAIL SEE o a a o
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J BRIDGE SECTION ® ; h~~ ~Y ~ . ~ Q
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FINISH GRADE INGWALL FOUND TION SECTION Z ~ L`
3000 PSI CONCRETE I 1'-4" ® ® ® ® e n #57 WASHED STONE NTS Z F ~ L
_A+y. r'~i
0 0 0 0 0 D O F;;;,;@ pflppOpflQp p 0 Op0 OOOpO fl 400 Op0 4 0 0 0 4 0 0 9 0 0 ~p o°o°o W
• 0 0 0 p 0 pflppppppOpOpOp000pOpflppOp 006000 pOpflppOp00p J','.:. q,~a 0 0 Op0pOfl0 4 p 0 0 tl 0 0 0 0 0 0 0 0000000 pp©00000000 .:4~~~,'i'« 00000 0 0 0 00000p0p0p0ppp0p0000flp00 0 0 0 oo4oaao Y 74p4~0~4 Q
00000000000 p0 4 0 0 0 4 4 0 0 0 0 0 0 4 0 Op0fl000p000
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0 12°~ 12" DIA ~r W/3001 12" DIA DRILLED PIER e 9. W/3000 PSI CONCRETE ~
FILL, 8 ;~SEAL~; FILL, 8' 0/C (TYP)
F (D i e 7466 r
NOTES; N
~ RAALS FOR RAILING SHALL BE 1-1/2" NOMINAL STANDARD PIPE (1.90" O.D.) ~ 1. ALL MATE
SHOP CLEAN ALL MATERIAL IN ACCORDANCE WITH SSPC SP~3. EXTE 2 EXTEND PIER TO ROCK-SEE BRIDGE PROFILE FOR SOIL < ,,,®e~/~llMi~/
SHOP PRIME CLEANED PIPE 2 MIL DRY THICKNESS BRiC ~ 3. CONTRACTOR WILL SUPPLY FOR ENGINEER REVIEW ANO APPROVAL DETAILED SHOP DRAWINGS BOR ~ 4. BORING DATA N
~ SHOWING LAYOUT PLAN, RAIL ELEVATIONS AND REQUIRED SECTIONS AND DETAILS PRIOR TO START THESE PIANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN HoRZ scA~E: OF WAKE :FOREST.
FABRICATION. VERi SCALE:
5. ALL JOINTS REQUIRING FIELD WELDING WILL BE GROUND SMOOTH• FINAL DRILLED PIER ARRANGEMENT TO BE ~ 6, UPON COMPLETION OF INSTALLATION, FIELD PAINT (COLOR TO BE DETERMINED) RAILS IN Engineering Department Date oRAwN av: TRL
FoR PROVIDED BASED ON LOADINGS FROM n~lA1T 1/AAIIICA/~TIIDCCC RCl111IRFt~~FNTC PRnvlnF PAINT DATA SHEEfS ....,,,r.,,,.,l~~n
ACCUHUANUL WIIt1 InC. rHnvi IYIY11VVffriiviu d BKIUGt MAIVUrHI IUKtK. (4) #5 BARS EQ SP Public Works Department Uote CHECKED BY: DMK
v ENGINEER REVIEW AND APPROVAL PRIOR TO START OF PAINTING. PLAN ~4~ 7. HANDRAIL TO BE INSTALLED 4 FEET FROM THE EDGE OF THE GREENWAY PAVEMENT, SE r -on--&-Sediment Control Date DATE: 10-26-0 Erosi-
FOR LOCATION. 0 p PROJECT NO.
a Fire Prevention Date 12082306-
N - -Y Planning Department Date SHEET No,
to W ISSUED FOR CONSTRUCTION C-2.2
DETAIL. o 0 HANDRAIL l City of Raleigh Public Utilities Department Date SHEET 12 OF 12
NTS
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3