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TEMPORARY DIVERSION DIT / -~0 -BE LOCATED IAI FIELD 20 0 10 20 40
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L SPREADERS TO BE INSTALLED l
R SITE HAS BEEN STABILIZED ANp
EDIMENT BASIN HAS BEEN REMOVED ~ 1
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~ IN CHANNEL BY-PASS IN CHANNEL BY-PASS
~ SITE PLAN NTS
SCALE: 1 = 20'
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No. Revision Date B SC& . Shft Na
EMT AS NOTED
Drawn By Date BYPASS WITHERS ~ RAV N I
CAW 03/27/2007 ASSOCIATE PARK II IN-CHANNEL BY
FOR LEVEL SPRE) 'READERS ENGINEERS I PLANNERS 1 SURVEYORS 9 I
CJiecloed By job Na ~~t
Rer 02060543.00 FUWAY=VARINA WAU courm NORTH CAROUNA ~ra. rad~ vsn easeA&aa~o 00 uuus um M. Coy, c.Am fox .~..m~
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INDEX OF SHEETS O
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1 ! 1 ~ SHEET NO DRAWING DESCRIPTION
1 r' ,y ~ 1 ~ 1 ; . ~ r f; 1 1
~ • ~ • ~ + ~ ~ / ~ ~ • ~ 1 EX5i1NG SfiE CONDff10N5
/ 1 •I / ii 1 ~ r'' ~ ~i • r' 2 LOT UYOUf w
~ ~ ~ r' ~ 1 • • J~ 1~ •
VICINITY MAP 1 ~ • ~ i~ ~ ,J 1 / ~ 1 -1__ 1 z r'1 3 llIILf1Y PIAN
~ t, 1 ~ 1 W
~ 1 ~ ~ ,i r; • ~ \ 'r . ~ ;''i • 1 / ~ ! ' 4 &~051oN COI~IfROL M N J
D ~ 1 1 ! r; • 1 i; • r a,~ w~uce eourrrv e~osioH corrtRa ~w
a ASSOCIATE DR 1 ~ i ,M' 1 1 r; • i r 1~ ~ ~i 1 ~ ~ / r
m r • I ~ r 1 ~ ~ g' ~ ~ • ~ ~ r ~r 1 l~. 5 INDUSTRY DRIVE
oQ CARR PUR dR 1 / 1 1 ~ ; PIAN & PItOHIE J
STONEPOND LANE a ~ ~ 1 / ? r s 1 / , ~ 1 1 1 ~ 1 ~ r
J ~ 1 1 ~ i 1 ~ i i 1 ~ ~ rr 6 FFXPANSION DRIVE
1 j 1 1 f r 1 / ~i r .r ~ 1 f ' ~~r PLW dr PROflIf
1 r 1 ~ 1 ~ 1.' f rr • , • ' 7 SAMURY SE1N9!
;SITE ~oP° ~ 1 ~ 5 1 i (•~1rA PROFiIS
o~ ~ r, 1~ 1 • ~ ~ ~
1 i ~ o 1 .r s • o - - - - - 8 8' SWRNlY SEWS!
1 r ~ i ~ 1' - - - - - - - - / INiBlC~1bR PROfllFS Q
t ' / • ~ r r 1 rl k ~ 1 1
1 f ~ ~ ~ r' ( i 1 ~ ~ • / ~ 9 IN QUPU~9. BYPASS FOR IEVEI. SPRFi1DFR5
~ r 1 E • 1 1 1 i ~ 1... _ _ ' ~ r ~
~ ~ • • • % W
o~~ i r ~ r; , 1 • ~ ? 1+ ~ / / ~ / / ri FOR~AANN PUN & PROHIE
•
~v 12 PUMP STATION SITE PUN AND
i ACCF~S Ra1D GRA~NG PUN i
~J~ • 13 PUMP STATION
h • ~ ~ ~ r • • ~ ~ ~ ~ i PUN AND B.EYATION
=o P
O 14 HVNY X01 VWDENII~ PLAN
~ O' ' I • - - - - - - - t5 WATBtL1NE DETAILS
W S ~ ~ i O
S / • 16 SAI~NNTARY SENIER DETiULS
~ BANKS RD f ~ N
~ ~ ~ ~ / / n e~osiow comma uEr~s
4~ 18 PtlMP STATION DETi!VLS Z
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E1 ELEC'~RIGL g
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~ / ~ - i / E2 ~~CT'RICAL .
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LEGEND S
SCALE: 1"=200' "These improvements shall be constructed in accordance with the following
DESCRIPTION EXISTING PROPOS POSED ' plans, and the Standard Specifications of the Town of Fuquay-Varina. The
engineer whose seal and signature appear below certifies that the Standard z
MINOR CONTOUR Specifications of the Town of Fuquay-Varina have been. thoroughly checked and are applicable to this particular pro ect. Any- exceptions to the standard rd
MAJOR COUNTOUR - - - i ' ' i specifications applicable are shown on s~eet 2 of these drawings:'
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PROPERN LINE - - -
a0aooooaaoooaooae oo`ooaoooe~oepeoo o~ CA
ROADWAY CENTERLINE - - RIGHT OF WAY LIMITS - - - CA o ~~N R0~ ~o, J
INFRASTRUCTURE DATA ~e~ ~ ,.•~pFESS/p °~,e y woe ~ QQ.~ N9~ 9 Q
- - ESTIMATED QUANTITIES ~ ' ~ g g e z
EASEMENT LINE = e ~ : 891
SANITARY SEWER FACILITIES - -E; STORM SEWER FACILITIES -m- - - PROPOSED PROPOSED PROPOSED ~ PROPOSED PROPOSED i PROPOSED PROPO STREETS WATER MAIN 12" WATER MAIN 10"I MANHOLES ~ SEWER MAIN 8" i SEWER PROPOSED ~ ACRES ?1, c~
EYVER FLOW '•.'9~'~NGI NE~~°°~~~~°eo FHGI NE~~~t<4e,•°
LF LF LF EACH LF ! FORCEMAIN 2" LF SEWEP~ _W 1,608. 180 1,712 ~ 11 2,341 1,875 10,8
WATERLINE -W-W 10,800 ' 21.80 •.,,e E TR e °''j~~ - ~ Z~°•0~•.0 oe~oeeo~°° ~~~eoo~~~~0~`.r 0
FIRE HYDRANT ASSEMBLY ~e~ p-B~_
FENCING STRUCTURE -Xxx-
WOODSLINE .m-.,r„
WATERWAYS - PREPARED BY.• DEVELOPER/OWNER
ABM ASSOCIATES LLC:
WETLANDS
2204-F ASSOCIATES ~ DRIVE
H E R .v RA VE VV I T NEL
RALEtGHNC
FLOOD HA~FROMS6IS) / ENGINEERS I PLANNERS I SURVEYOR ~rn M a~ cam, c,~ot~ ~n ret Sao ~ ~ ~ wM?M?. ~ R s (91.9)772-4310
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i I ATTN: JOHNNY BLANKENSHIP.
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f...:~~~.......
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EXISTING SOUTH AND SHOULDER 12' 12' 4' 4'
BOUND LANES EXISTING LANE PAVED GRASS
SHOULDER SHOULQER R
12' TO PAi NT
PROPOSED GUARDRAIL LOCATED SAME DISTANCE
EX. SLOPE 1 /4" /FT. 6» sn OFF EDGE OF PAVEMENT
AS EXISTING
W - - - EX. SLOPE ~ ~4" . AFT.
Z L - - - - - - - - - - - - - 2" TYPES 9.5B SURFACE COURSE - - - - - EXISTING GUARDRAIL' _;v.~s.zti _tiyy,= - g 4
a
~ CLAS$ it 2" TYPES 9.5B SURFACE COURSE
Z RIPRAP 6" TYPE 119.08 INTERMEDIATE COURSE
~i 6" TYPE 119.OB INTERMEDIATE COURSE -
1 W 10" ABC
Z 10" ABC
Z
WIDENING DATA .WIDE NOTE: TAPER LENGT FOR GUARDRAIL AT BOX CULVERT WIDENING DATA
N
\ TAPER LENGTH 150' _ENGTH 200',
g
a TOTAL LENGTH 530' USE NCDOT DETAIL 862.01, -SHEET DECELERATION CATION LENGTH ' 250
~ ~ ~ ~ ~ CV 9 OF 11 ~25' SPAN) OR NCDOT DETAIL 86 .03, SHEET 9 OF 9
n 0 3 3
N
d~ N
T
~ FILTER £LOTH UNDERLINER 1YpICJ11 SOUTH BOA H1NY ~0'I LET 11JRN • 5[CIlON /IAA' ~u_ ~n~ ~an~ En~nr ~ ~r new v~nn~c . sECnoN 00o00~~N oaCARO`oooo 000oooooe`o~o~oosaee~eo IN B&
MIRAFI 140N OR EQUAL o NTS
a
a
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NOTE: LENGTH OF CLASS II RIPRAP DITCH IS ' 10 LF 0 e ~ ~ ~ e 9 ~ ~ Q~~ OH,~ 9
a ~t Q •e e Q e
0 ' SEAL
N 9 e~, e ~ ~89 2 i
~ M
O NTS
~o 0 ~~00~eooeooe~aN°°,~ ~~00ooaeeoeeN~°~~~ " 14A. SUPERCEDES
~„Z~'.yf g.2~--o-z SHEET 14A ALL INFOR ON SHEEP 4FORMATION GIVEN'
0 I co HEET 14
0
0 i
x ~ 1
Sheet Na : .
No. R@ V 1 S i o I'1 .,Date By Designer Scale IF
1 REVISED PER F-V 1ST REVIEW 5/4/07 DOU w&R AS NOTED
2 REVISED PER F-V 2nd REVIEW. 5/31/07 DOU Drawn By Date ASSOCIATE PARK II HWY 401 WIDENING NG PLAN WITHERS Ise RAV NEL . 14
3 REVISED PER F-V 3rd REVIEW & 6/21/07 OOU Dou 02/22/2007 ENGINEERS I PLANNERS 1'.S.*U RV.EYO RS
ADDED EC ITEMS Checked By Job No. EROSION CONTROL OL PLAN +w~
4 WAKE COUNTY EC COMMENTS 8/8/07 DOU RET 02060543.00 6QUAYoVARINA wucE COUNTY NORTH CAROLINA L m MaaeM oa. c+n, rbnn c or. vsn at sro40auo to sus wwwwtiaM
o~-- ~ cs~+ V2
SEEDBED PREPARATION 50' MIN. 8' AIAX. NOTES: vARU1BLE AS OIRECTEU eY 1HE ENCnAEEER FOR REPAIR OF SILT FENCE FAILURES. USE'
SEEDING SCHEDULE BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP No. 57 WASHED. STONE. FOR ANCHOR WHEN SILT
(REVISED: 1-1-86) 1.) 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES SEDIMENT ON SIiE TO ENSURE CONSTRUCTION ENTRANCE IS USED. FENCE IS PROTECTING CATCH BASIN.
OVER ADVERSE SOIL CONDITIONS, IF AVAlIABLE.DEEP 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- w~~ ~o ~ MIN. 12-1/2 GA. MRERMEDIATE
Shoulders Side Ditches, Slopes. (Mox 3:1) 2•) 2.) RIP THE .ENTIRE AREA TO 6 INCHES DEPTH. ~ 2--3" STONE TO BE USED ING OVER lHE STONE, THEN THE TIRES OF THE ~ ~ 25' OR WIDiH OF VEHICLES MUST BE WASHED BEFORE ENTERING THE WARES
3.) 3.) REMOVE ALL LOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET, PUBLIC ROAD. i io ~ D WHICHEVER IS
LEAVING SURFACE REASONABLY SMOOTH ANO UNIFORM. ROADWAY BALLAST) GREATER. 3.IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS GRADE
DATE TYPE PLANTING RATE 4.) 4.) APPLY AGRICULTURAL LIME, FERTILIZER, ANDSUPERPHOSPHATE ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY WILL CLEAN THE AREA AND INVOICE THE FlNANCIALLY ~ _ - - - -
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). RESPONSIBLE PERSON AS INDICATED ON THE FlNAWCIAL ~ RESPONSIBILITY FORM. ypp~ p
Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre 5.) CONTINUE TILIJ~GE UNTIL AWELL-PULVERIZED, FlRM wNtlNdG 9p1 54T FENCE GEOiF~f11LE iABPoC
Nov 1 -Mar 1 Tall Fescue 300. Ibs/acre 5~~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
& Abruzzi -Rye 25 ibs/acre 6.) 6.) SEED ON A FRESHLY PREPARED SEEDBED ANDCOVER PLAN SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKAFTER SEEDING. FlLL s~o~ - FRONT VIEW
Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre 3 .40'
Apr 15 -Jun 30 Hulled Common BeRnudagrass 25 Ibs/acre ~ ~ 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. • CRI~DE
Jul t -Aug 15 Tall Fescue and 120 Ibs/ccre ~**Browntop Millet 35 Ibs/acre. 8'~ 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARYREPAIRS OR 35' MIN. 15' MIN. NEW CONSTRUCTION TREE PROTECTION AREA
t*~or Sorghum-Sudan Hybrids 30 Ibs/acre , RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF EXISTING ROADWAY STAND SHOULD BE OVER 60% DAMAGED, REESTABLISHFOLLOWING 4 cum siom~ DO NOT ' ENTER
ORIGINAL LIME, FERTILIZER AND SEEDING. RATES. . N ~ ocmo wry s•'wN. nrto rn~ricH ,Y r 12' MIN. eY EN~n.1~EER
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT s• MiN.~ fi'~'~ SIDE VIEW No~S WARNING ' SIGN ' DETAIL
Slopes (3:1 to 2:1) 9.) AND- FERTILIZATION AFTER PERMANENT COVER ISESTABUSHED. ti> r C - T"~~C fi'?~: WARMNC 9f~T18 10 MADE OF OURABI~ MEA7HERPROOF NAIElt1AL' y%~y~y. ~ LETTERS 7C 8E J' MCH ApnMWA/~ CLEARLY LEdBLE AND SPACED AS DETAI ' 9GNS 9ULL BE PLACED Ai 30' YAbANM INTERVALS ?TERIAL :ED AS DfTA1LEQ
Mar 1 -Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre FABRIC UNDER STONE Nom race w sww ~r ~aa a~ro of i.w~ mtE Pao~cnon ,wo so• ow ca ~e ~ wrorecnaw ,mss mss nr w soc• w t ~ovmF No v So' ON CENTER ?HEREAFTER.,
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ -USE SILT FENCE ONLY WHEN DRAINAGE AREA ATTACH 50N5 SEgMELY TO FENCE P0575 Aft i'A~NG PROVIDE NO LESS THAN ONE - SIGN PER PROTECTION AREA.. .
(Mar. 1 -Apr 15) Add Tall Fescue 120 ibs/acre ACRE IN CLAY SOILS) REVISIONS • FERTILIZER - 1,000 Ibs. /ACRE -10-10-10 a4~ DESCRIPTION CROSS SECTION ooES Nor occ~o t/~ acrt~ ,wn NEV~rt iN ~~a?rnnr mom' Pxo~c~ ~ n~a~a+u?r a~naer of cr. AREAS OF CONCENTRATED FLOW ~ounor~~~ sus WAY BE REpu~EO BY r1rv aF' rruErari u~CtrowS nF PLACE A 9GN AT EACH END OF LINEAR TREE PROiEC110N M~ 30' ON CE -END OF SILT FENCE NEEDS TO BE NRNED UPHILL ' PROJECT. FECTIONS DEPARTUENT BASED ON ACTUAL AELD CONDIT s.
(Mar 1 -Jun 30) Or Add Weeping Lovegrass 10 ibs/acre SUPERPHOSPHATE- 500 Ibs> /ACRE -209 ANAIYStS 0 50' ON CENTER THEREAFTER.'
(Mar 1 -Jun 30) Or Add Hulled Common Bermudograss 25 Ibs/acre MULCH -2 TONS ACRE -SMALL GRAIN STRAW ANOTHER - ASPH LT EMULSION ~ 300 GALS./ ACRE
Jun 1 -Sep 1 **•Tall Fescue and 120 Ibs/acre CONSTRUCTI iference with the EnvironMental Engineer, Danlet Rowe. Obtain gland-disturbing perMit. iCTION ENTRANCE 7 STANDARD TEMPORARY SILT /TREE PROTEC a• TECTION FENCE JA
***Browntop Millet 35 Ibs/acre
***or Sorghum-Sudan Hybrids 30 Ibs/acre
Sep 1 -Mar 1 Sericeo Lespedeza (unhulled-unscarified) 70 Ibs/acre
and Jall Fescue 120 Ibs/acre Y IYN Y MIN YARNBLE AS DIRECTED 9Y 7HE ENWNEEA
(Nov 1 -Mar 1) Add Abruzzi Rye 25 Ibs/acre CgIPAC1ED ffn
Construction Sequence Schedule a preconstruction conferenc ~t i ryl:.. ill-=,i~' ~ MIN. 12-1/2 GA.
teMporary diversions, silt fence, sediMent basins or other Measures as shown on the approved STEEP CUT OR FILL SLOPE - ~ry to Install these devices, Seed teMporary diversions, berMS and basins ir~r~edlately after - - - - _ ~ NIN. 10 CA. INTERMEDIATE WIRES
Install gravel construction pad, teMp Consult Conservation Engineer or Soil Conservation Service for plan. Clear only as necessary to LNIEMARf9 F C
additional information concerning other oiternctives for vegetation of construction. ~1= ~r- 2:1 SLOPE (MAX) ro 0
denuded areos. The above vegetation rates are. those which do well under Call Daniel Rowe for an onslte Inspects nspectlon by the EnvironMental Engineer to obtn(n a Certlf(cnte of CoMplfance. i I. iii- I_!1 GRADE
local conditions; other seeding rate combinations ore possible. Begin clearing and grubbing. Malntnin d Install storm sewer, If shown, and pr **+Temporary -Reseed according to optimum season for desired permanent Measures as shown on the plan. B ~tnin devices as needed. Rough grade site, - sr~uze o~oN otrcw r - - - - - - - - ; 7 : -
CROS end protect Inlets with block and gravel Inlet controls, sediMent traps or other approved CROSS SECTION ~N~ - -
plan. Begin construction, building, etc.
vegetation. Do not allow temporary cover to grow over 12" in height before StablUze site ns areas are brought u mowing, otherwise fescue may be shaded out. areas within fifteen C15) days of ught up to f(nish grade with vegetation, paving, ditch Unings, etc. Seed .and Mutch denuded - FRONT VIEW - -
Sys of coMpletlon of any phase of construction.
When construction fs coMplete and atl and all areas are stabiUzed coMpletely, call Daniel Rowe for an Inspection by the o- UPSLOPE TOE ~ POSITIVE GRADE 1.0% MAX. Z
Environr~ental Engineer. ~ WOVQI WIRE FABPoC FABRIC
If site is np~roved, reMOVe teMporary ~porary diversions, silt fence, sedl?~ent basins, etc., and seed out or stabilize any resulting bare ~ ~ i', ~ , ant erosion control devices, such as velocity dissipators, should now be Installed. SIDE SLOPES / ~ : i N NOTE: ~ SILT FENCE GE01DmLE FABPoC
areas. All reronining perManent er ~10~~,~~ei~~~ When vegetntion has becoMe estabtish ~y~~~~,,. n Certificate of CoMpletlon, j; -USE SILT FENCE ONLY WHEN DRAINAGE AREA ~ \ \ DOES NOT E)fCEED t/4 ACRE IIND NEVER IN ~ ~'E # FOR REPAIR OF SILT
~tabtished, call for a final site inspection by the EnvironMental Engineer, Daniel Rowe. ?btain 2 : ~ ~Mnx•~ . ~ . ~ AREAS OF CONCENTRATED FLOW ~ ~ FENCE FAILURES. USE No. 57 WASHED STONE.
` ' ~ ~ ~ ~ ~ ` ~ ~ \ ~ ~ ~ -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. FOR ANCHOR WHEN- SILT FENCE IS PROTECTING
~ EnvlronMental EngIneers ?ffice # . + Daniet Rowe 919-856-7459. ~ \ ~ ~ ~ \ - c~.r 0' MIN. COVER CATCH BASIN.
'-,;1 STEEP CUT OR FlLL SLOPE S _ O1~ oct~r+o wr+~ e• unr. arm NTO TRENCH
i•R~- REVISIONS ¢ DATE DESCRIPTION AND ANCHOR SKIRT AS
PL D R D SCNlPTION _ DiaECtm Br ENaNmt PLAN VIEW '2-s-°° ~ "fl" ""~'"E"`" SIDE VIEW
~Ow ~ .CLASS 1 RIP RAP(SEE SECl10N iHRU -BASIN BELO ~ ~ DIVERSI - SILT FENCE :RSION DITCH 9 S I ANDAKU I ~MNUKAKY 51L I F ~NC;~ _N UE
\ ~ / ~ ~ i SILT ~
\ .a.-~ ~~aP cur r+~ww~u.~. 4' MAX.. CENTER NOTES. 1. POSTS TO BE BURIED A MINIMUM OF 2~-0".
\ HARDWARE CLOTH 2 INSTALL SILT FENCE AS SHONM DETAIL 4/W401. w tt~,_ ~Rn~ e~M
2', TYP. 2/3 w 6. ~ 1 6' ..,y . d TYPICAL RtP RAP CHANNEL / ABRIC L
• - err///////ll Nllllll% w sro?~.•~~ n~ac x s wcH Mx+. ~r? - / HARDWARE CLOTH 1
. a ~ 4~ 4" to 12" -
' / I I I 12' MIN. p 18 ~ . ; r`. ' ~ ~ ~ FLOW s' _ ' ~IL.I~ ~ .«i[ I~I~r..;lf~l SEDWENT PIT
? ~ i 18' MAX. ~ , . ~ _ . l r ~ FILTER FABR GRAVEL BED ~ ~~~\~f~\~ PARABOLIC-SHAPED WATERWAY WITH STONE C . ~/i~/~~/. ~swwen eir euumz~) LTER FABRIC OR GAVEL BEDDING FILTER FABRIC OR pcnu Posy iN Mioo~ GRAVEL BEDDING ~TTA~ of o~sar~G
To aosis vnn~ ~o+cn~s s~vaR r~~r+ ONE CENTER DRAIN TRAPEZOIDAL °F HaRiza+r~i ?~rN. PosT
' NOiE: ~ / / / PERSPECTIVE . VIEW c~wa e~ r~P ~ e~M e~sN o~~u~ ~ wa~o seaman 1o wencw~ rows
NO SCALE ~n~A~~ 10 ~S~OREkILE~?IN. G PIPE INVERTS NOTE: VE • VIEW
CLASS B CLASS B STON ro eE usEO WHERE accESSn~ sroRMw~r~ BAFFLE INSTALLATION -STEP 1 ! PERSPECTIVE VIE VELOCITIES, PROHIBIT VEGETATNE LININGS. N0~ owvE sruc¢ a~TO i?iaoe s~ o~ B~sN t.a• ~eove Bor SIZE OF STONE MUST BE DETERMINED 8Y wAtER iEVEL DuRWG STO?ml e' PvC Riga MOVE BOTTOM TO DESIGNATE CLEANOUT LEVEL:
AREAS T~ BE DISTURBED SEDIMENT STORAGE. PIPE INVERT (CUTS F1LL. ETC.) . FLOOD STORAGE ZONE RIP RAP HEADWALL STONE X57 WASHED STONE 1. Op1~E S1EEL FENCE POST AT LEAST 18' INTO 1' MIN. FREEBOARD ' . TOP OF DAM
o i"f'_1 NAIURAI w APPROPRIATE DESIGN PROCEDURE. SOLID c~tWND g~~~~ J ' DIMENSIONS FOR d do W VARIES ACCORDING 2 WOOD PosTS NtE Not AcCEPT~E TARP WEIR
. _ , I l.-) i'. ' arwieFl~ ` TO DESIGN. 3, USE STAPLES t' MART TO ATTACH fA~iIC 1' DACE ZONE .
3' - - (~tWNO ~~IY ._a t.S Fl0 _ v CROSS SEC110N ;'~'1 d 1' - , u ~g• ~ i, ~;Ef ~T 4" to 12" TO 'HOG N1R~ Q. MINIMUM FORESLOPE 2 MINIMUM'
N N07E: - GJ1SS i RIP-RAP- FlL7ER FA~iIC, sr ~ . ~ FILTER FABR . ~ ' - GRAVEL BED V-SHAPED WATERWAY WITH STONE CENTER RIP RAP DEPTH AS PER. DESIGN OR REFER TO 7 SEdNENT STORAGE : a •.0' LTER FABRIC OR TABLE. l . ; ~4~:~la'?°n;x`:.':"'"•i ::~~i o' BACKSLOPE i : t'
~ DIMENSIONS ARE MINq~IUM ACCEPTABLE x.57 WASHED STONE RAVEL BEDDING ..y , ' EARTH DAM
~ UNLESS OTIiERMASE MAX. SEWMENT DEPTH(CLEAN OUT POIN'n w NOTED. TABLE arcH iwo ~2• MAN DISSIPATOR' PAD RIP RAP
z (SHAPED BY MOTOR GRADER) ENTER DRAIN STONE CLASSIFICATION RIP RAP DEPTH ~Y ~ q g WEIR LENGTH ~r+n-~o~T~noN o~c~
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No. Revision Date B Designer Scale Sheet No...
1 REVISED PER F-V 1ST REVIEW 5/4/07 OOU WAR 1"=60'
2 REVISED PER F-V 2nd REVIEW 5/31/07 DOU Drawn By Date WITHERS ~ RAVENEL
3 REVISED PER F-V 3rd REVIEW & 6/21/07 DOU oou 02/22/2007 MSOCIATE. PARK I.I. ~EROSION. CONTROL PI 4A,
ADDED EC ITEMS Checked By Job No. 1L PAN INEERS I PLANNERS 1 SURVEYORS ENG
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4 WAKE COUNTY EC COMMENTS 8/8/07 OOU RET 02060543.00 FUQUAYeVARINA WME COUNTY NORTH CAROUNA,