20071986 Ver 3_Site Plan_20080731

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V / / -The Engineer does not guarantee that all existing facilities such % ~ i` / ~ ~ f ' ~ ©'`a~ Z ~ ~ D
i ~ ele trical Gnes conduit tele hone cable, service ~ ~ ~ Q ~
as pipelines, c , p / ~ ~ / ~i~ / ~ ~ N ro ~ ~
connections, or other facilities are shown on the Plans. It shall i' ~:~i ~i~ / / /a~' ~ /L "
be the Contractors responsibility to have all utilities located by ~ ; ? ~2~u[~~' ~ a ~ 17 • ~ ~ ~
their respective owners, field mark the utility focations, and c\ /a~ ; TYPICAL R(JADWAY SECTION: ~ W m?,~,~~
rotect all such existin facilities prior to beginning construction. , , p 9 V ~ z xiamf a a,,,,
N utili owners ~ ~ ~e~ The Contractor is fully responsible for notifying a ty , , / / , RICHLANDS RIDGE DRIVE & ROAD B ~ i oa~~~
87 Arti le 8 % v\ m accordance with NC General Statute -Chapter c ~w aa°'~'3
The Under round Dama a Prevention Act. ! ~ , g g / / / 50.0
-Setbacks; Front =20', Rear =15', Side =8, Corner Lot=20 on Public Road ~ '
im rov ment buffers ~ ~ ' 70 Setback from all drainage way buffers & water supp y p e t 12.5 12.5
I, , - Subject property in a flood hazard 10.0 10,0
7 0183000 J ~ % ~ ~ ~ ~ ~ - area zone AE per FIRM map 3 2 100 WATER SUPPLY _ _ , ~ ; / ~~~~~11111lI1y~~~~
& 3720183100) effective date Ma 2, 2006. / Y IMPOUNDMENT BUFFER ~ / / / caRo
~ ZONE I > / - -Existing vegetation and natural areas shall be protected to the greatest extent Z0 "'"1 ~ f 3~1 6.5 ~ 3~~ ? :
possible and minimum clearing of land shall be undertaken during development. I NE 2.00% 2.00%
with Town of Wake Forest ~ , ' - ~ ; - All construction shall be m accordance STREAM BANK ~ ~ i~ ~ / ;
and City of Raleigh Standards and Specifications. ~
- e etation is woodlands and rassland. ' / Existing v g g ~ _ c ~
- wetlands have been delineated on this site. % NO w 30" VALLEY PAVEMENT DESIGN °'ti AEL D. p;
- A roe owners association will be established ~to maintain and reserve = GUTTER 5' CONC ~wiin~iu~~~~~ SIDEWALK CUL-DE-SACS
P p nY p ~ o w;` z ti ~ all common areas and open space. ~ o! _ Typical sec#ions may vary dependant upon street. 2" h2 2" I-2
~ _ ~ , - No Driveways will be allowed onto W. Holding Avenue ~ , ~ ~ ~ ~ See Construction drawings for complete listing. 8° ABC 6° ABC DATE: 10-a-a6
% / ~ ro REMaN DRAWN BY. CAFiRJFiWMS
- NRRB and RCWPOD located on lots shall be dedicate to the TOWF as ~ ~ NEW 2D'CfiY OF ~ / DWG. CHECKED BY. MDA
open space and future greenway where noted and all other noted locations RAtErcN \ i' DESIGNED eY: MDA
shall be placed in a conservation easement. i ~ ~E E~ ~ , , ~ , \ , ~ 100 WATER SUPPLY DGN,CHECKED BY: MDA
/ ~ A ' ~ IMPOUNDMENT BUFFER
~ SHADED AREA TO BE ~ pEW zaravx of ` ~ \ ~ % SCALE;
DEDICATED TO TOWN 1 WAf(E FOREST / ~ = ; PUBLIC STDRN ~ ~ ),wu
OF WAKE FOREST AS EASEMExr ~ ~ ~ ~ OPEN SPACE & FUTURE ~ ~ ~ c PROJECT NO. 2006280,00
GREENWAY (74,931 SF) ~ ~ ~ _ ~ i _ -
I ~ ' ~ it ~ ~
i i ~ ~ " ~ % _
~ ~ " HCR ~ N Z
" ~ ~ ~ j TO REMAIN H ~ N 0 y
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/ ~ , ~ 3 ~ ~ 0 TYPICAL PUBLIC ROADWAY SECTION: w a N
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~ J. / ~ ml ~ ~ a WEST HOLDING AVENUE EXT.
_ I
3,3~ z o ~ i ~ _
50 NEUSE BU FER ~ ~r aaa a g e ~
a~ - I, 12.5 12.5 Q ~ ~ ~ ~
100'WATER SUPPLY --A ~ ~9, ' arwr>~ s r'° I .r~--TYPE A' 18.0 ~ 18.0 Z ~ N M a ~n m n ao
IMPOUNDMENT BUFFERi ~ ti loi ~ BUFFER
~ ° i j ~ ti s s TOP OF BANK r ; , ~ o,
/ ~ , ~ z~(~ , CENTERLINE = i o REMNN _ (~I ,'~~~-5 SIDEWALK 1.0 1.0
i 2~ 3~i ~ 6.5 6.5 ~ 3:1
/ U / ~i ~ - r~~ / / i 2,00% 2.00%
G~' I / s,, ~ ~'"4 ~ ~ ' ~'r5~ g~ / e i t _ - - 3'1 ~ l
/ ~ % / ~ n , REMAIN PG. '~abe ~ , 8, ' SF / / ,
e j B-E ..a,..o
/ ENO ROAD CONSFR!}~TlON l ~ ~ STAl~+56~ - R/W~ °,"si'~ ~ i0 REMAIN 30" STANDAR PAVEMENT DESIGN 5' CONC CURB~GUTTER 5' CONC
~ ~~n, / \ s~sicr~ ~ I ---sa~st~ / ~ ~ ~ i ! ~ rRlA~ctE SIDEWALK 2" I-2 SIDEWALK 8" ABC i.J
/ / , / ~ ~ rasroRM 1 / ~ ~ ~ ~ EASEMENT'
/ /t2S~ iXl\ . ~ ~ ~T iiv ~ - ~ r it„•J
/ / - ~ i ~ SSIDEWAEIf ~ _
STREAM % ~ ~ - - "'y ITV
' CEN "RUNE t zo" sANi~r,R~~ , _ ~ ~ - ST ~E~OLDING AVENUE. EXT, _ ~;~a rv~w ~ ~~~~~nr av ~ ~uE ~ ~ tl0
~ ~ / ~ a tin" ~ / goon or ~ .0 P~18LIC RIGHT OF WAY " ~.ci,~ ~r i ~ ~ , r R! hl ~ ~ 'nAY ~ ~ ~ ~ i ;cqr ~ ~q~p
~ / I - - _ ' 'G 190 - , _ - / / NEW C OF s'~ ~r - ' - -
- er onchtions: ~ ~ Progress En gy C i ~ ~ N ~ , ~ : _ / TOP OF BANK ~ ~ _ PUBLIC ANri aRr ~ ; ~ y 1 4~ ~ i ~U
/ , ~ ~MENf V ~ ~ ~ w 3; . Z ~ I~ ° W ®wZ~ W
' 30 or more inches above ade unless in ved / ~ ' Sewer manholes must be thi z ~ . r-~ ca'°®~o
r veled areas. The sewer line crossin should be clear! marked on each side b° ~ w,~'_ ro'sroRM ' ' 0 gra g Y / ~ / / Td REMAIN " ~ _ TO REMNN . --EASEMENL. N ~
of the PEC n t-of wa ~ - - ~ Y~ ~'x sas~crrr ' `l sa~~srrsrcr~ " rRrnxctE ~
NEW EO' N OF TRIANGLES ! o v; i _ _ _ / /F / ARE OR z J' ~w ' Q
2. Fire h drants utili edestals, or an other above round facilities shall not be / / ~ `>~e -r ,,,w ~ _ a m~ ; ~ _ _ Yr ~
Y O ~ ~ ~ ~ _ allowed direct! under conductors nor within fifteen 15 feet of the outside /;SOP" OF BANK- ~ ~ \ ~ ~ ~ x ~ ~ _ _ ~ ' / ~ _ m . A" i ~~o ~ I
conductor, All under round facilities must be ca able of bearin the wei ht of ~ - g P g g \ ~o ' 100 WATER SUPPC~Y~
hi es. This will include the valle curb arran ement that r - - , ;F r~, ~ - , REGJSTRY Coti~i'-~~~- ~ ; / r PEC maintenance ve cl y g - / IMPOUNDMENT BUFFS , so.o PuB~ic RicKL OF-w~Y _ ~ ,
falls within the ri ht-of-wa at the Richland Ridge Drive cul-de-sac. PEC may V / ~ ~ ~ ~ ~ g Y i / ~ ~ -
to c ess its ri t-of-wa . ! ~ 50 NEUSE 8(IF ER ~ ~ A ' ~ " utihze this location a c y \ ~ t U
i shall bemaintained between ~ ~ ~ ~ ~ ,5~ i . - istances 'm a meat safe workin d c,
3. OSHA mim um ui q p g 1~ ~ i ,,2~,_t ~~7 / ~ line conductors and an construction equipment operating within the limits of the , / ~ ,i / ; / i i se /
Y ~ _ ~ ~ ~ ~ PEC easement area. ' \ / ~ ~ ~ ~
1 ~ n~~i I ~ ~ i / ~ti f ~ ~ L . _ i ~ t~~ .p- S;
. ~ ~ , 4 An radin within the ri ht-of-wa that allows water to and or to cause erosion / ~ / / ~ , ~ ~ s,.e,~, _ / o
r ' hibited, Gradin within thirt 30 feet of ~ ~ ~ y- ~ I around any pole, tower, or ancho is pro g y / ~ i _ \
- . , Az . any PEC structure or anchor will not be allowed. The Richland Ridge cul-de-sac ~t~~~« ~ ~
f the feet crit ria. While there ma be some ! ~ ~ z°N~ ~ grading will be m violation o thirty e y ~ z,,,~~„ „q A , - ~
flexibili in the thi foot re uirement, it a ars that the y anchor and wire % A ~ ~o \ ~ - " V~~ ttY q 1~ ~ ~ F
~ - , / ~ \ i will betoo close to back of curb. A solution would be to relocate the sin a Ole ~p i Ji
qua ~ ~ - - - - , / % _ structure and,guy anchors to a point up or down the ri htg of-wa~where there _ ~
STREAM !BANK ' a2 would be no conflict. hrom the review of the submitted Tans it does not a ar ~ ~ - - n, _ u t~ ~ ; ~
that the ro osed rade than es will create an desi clearance roblems. ~ ~ ~ ~ ! - ~ 2~~~
However should the final elevations at an~point reflect a conductor clearance ~ ~f ~ , ;a' _ , ~ _u, ~ °H~ a~,zz
r 're re laeement of a su rt structure. An structure Chan e ! i °NF ~ ~ ' problem, it may eqm p ppo y g_
t h ex ense of the owner/develo er. out would be a t e p p ,9 Z
ii n.
5. None of the excavated t~soil shall be permanently placed or temporarily i2
'1 within the ri ht-of-wa limits. Construction activities shall not _ ~ CONNECT RlCH~AND stockpi ed ~ SEE SHEET RC 1 RIDGE DRIVE EXTENSION ' w
interfere with PEC s access and/or maintenance requirements. TO EXISTING ROAD C' I-
® cn
6. Trees, shrubs, bushes, or hedges planted within PEC rights-of--way shall not
exceed a maximum height of twelve (12) feet at maturity, and may not interfere
with PEC's accessand/or maintenance requirements. There is one (1) tree shown
within the PEC easement area. Please correct the Tree & Si~nag_e Plan (T-1) to
identify,what type of tree will be planted within the ri t-of-way.
7. PEC will use reasonable care to avoid any damage to said encroachment during
construction, maintenance, operation and removal of its transmission line, but SCALE: = I00'
PEC will not be liable for any damage that might occur during the performance of
these activities. 0' !00' 200'
DRAWING NO.
C-1

EVEL SPR ADER ! STORM' 'CB TYP: , ~ J , i r ( j ~ ~ Jf " ~W F
Z
i ~ d5 -8 / r , J
u' ~ t~ dma =l2 i CIn5' r ! ~ r t W~
- , r / ,J ~ ~ ~ TO RE Thick es _j ~ / / TO REMAIN ~ ~
~1p, S / ~ - Progress Energy Conditions: a m t ~ ~ ~ ~ r.~ ~
~/_-J/ ~ ~ ? , Width ~~t~ -.5 ~ ~
/ , ~ 1. Sewer manholes must be thirty (30) or more inches above grade, unless in paved c N w ~ } ~ W N •NNW ~N
~ J F ~ i / r/~ or graveled areas. The sewer line crossing should be clearly marked on each side ~ v ; ~ Y ~ Q
~ o TawN aF , ~ , of the PECright-of--way. W ~ ~ ~ ~ ~ ~
~ i~ 50' NEUSE BUFFS ~ n, f JJ Z o~m~g . 2. Fire hydrants, utility pedestals, or any other above ground facilities shall not be t~ m ~ m m 3
TAKE FORT SST ~ ~ ~ i / it ~ ~ ' ~ J V. / i i allowed directly under conductors nor within fifteen (15) feet of the outside ~ W ~ ~ m ~ ~ ~
i, PUBLIC STORM ~ ~ ~ _ ' r ~ t i~ - conductor. All underground facilities must be capable of bearing the weight of
iEASE EN ~ % G'~113 ~ Ci1~~ J~ ~ i ~ I r; r ~ ~ ; k PEC maintenance vehicles. This will include the valley curb arrangement that ~
~ A'S i t i~~ ` i. ~ i falls within the right-of--way at the Richland Ridge Drive cul-de-sac. PEC may
/ / ~ ~~,f ~ ' ~ ` J ~ ~ ~ ~r ~ ~ r / ~ ~ r Q utilize this location to access its right-of--way.
~ ~ ~ ~ r:n. yr W, t ; , , -
J ~ r i ~ ` r' ~ :Q ~ ~ ~ , r ~~~~uuniq 3. OSHA minimum equipment safe working distances shall be maintained between
% / f' ~ ~ i ~ ~ J J ~ ~ i tine conductors and any construction equipment operating within the limits of the ,•`~~~o~'~~'ESSRo~i
i'r" ~ ! l J W~. ~ i ;t . , , _ i` f; / / 1 r' J ~ ~ ~ 2' ~ i , PEC easement area. ~oF •
F / r + 1 V '1 / ' 1 I .
~ ~ ~ I : ~ ~ r 4. Any gradingwithintheright-of--way that allows water to pond or to cause erosion
i 1, i i around any pole tower or anchor is prohibited. Grading within thirty (30) feet of ~ • 2
i ~ Q m t any PEC structure or anchor will not be allowed. The Richland Ridge cul-de-sae q
s ~ ~~1 i i grading will be in violation of the thirty feet criteria. While there maybe some g~p~~~, E~
ti~ ~ s , ~ ~ 1 , i / , m, O ' '~~nn ni i~~~~ flexibility in the thirty foot requirement, it appears that the guy anchor and wire
i f will be too close to back of curb. A solution would be to relocate tkle single pole DATE: '~-3-os
r J I r f l r~ ~ i ~ A , structure and guy anchors to a point up or down the ri t-of--way where there
k V , `",~i ~ ~ ~ t ; ~4k ~ r ~ / ~ A / would be no conflict. From the review of the submitted plans, it does not appear DRAWN BY: cAryR,IFn~rMs
~ r, ; y that the proposed grade chances will create ~ design clearance problems. DWG, CHECKED BY. MDA
/ ~ _ f rJ, r i / ~r However, Should the final elevatlOnS at anypoint reflect a COndUCtor Clearance DESIGNED BY: MDA
~ j / ~ j i ,r ~ ~ ~ ~ ~ ~ t problem, it mawrequire replacement Of a Support StrllCtUre. Any StTUCtUTC Change DGN, CHECKED BY: MDA
~ ~ ~ ~ ~ ~ r` t ~ , ~ , ~ ry1 1 ~ ~ ~ f out would be at the expense of the ownerldeveloper.
~ , (l7, SCALE:
1 J~ ~ ~ , i ~ 'rr r 'F ` .J ~ ~ r r ~ 1 t 5. None of the excavated topsoil shall be pennanentl~ laced or temporarily
~ ~ ~ i~! i ~ ~ ~ REM f stockpiled within the ri t-of-waLlimits. Construction activities shall not RROJECT No, saor>zso.oo
interfere with PEC's access and/or maintenance requirements.
I00 . F OOQPLAIN ~ , ~~z ~ / _ ~ t > ~ ~ . r~; ~
~ ~ _ ,J ~ ~ .G , A ~ r 6. Trees, shrubs, bushes, or hedges planted within PECrights-of--way shall not
~ ~ ~ ~ _ r ` r exceed a maximum height of twelve (12) feet at maturity, and may not interfere ~ N z
, r r , ~ ~ - ~ / ~ . ~ ; 1 ~ r ~ with PEC's access andlor maintenance requirements. There is one (1) tree shown
``ti , F \t; , . ~ F within the PEC easement area. Please correct the Tree & Si llgi ga a Plan T-1) to z ~ z
, . f~ d~ ~ _ ~ , ' _ f~ MAIN ~ ~ ; t ~ 4 ,r - _ identify what type of tree will be planted within the ri hg t-of-wad. Q ~ ~ ~ ~ N ~ ~ p o ~
J r ~ ~ , r ~ E ~
_ ~ , ~ f ~ ,w 7. PEC will use reasonable care to avoid any damage to said encroachment during 0 ff ~ LL z 3
t d. 1 i f ~ - ; construction, maintenance, operation and removal of its transmission line, but ~ ~ o " o PEC will not be liable for any damage that might occur during the performance of ~ ° ~ m
JJ _ L
~ , , 1 I - I \ ~ i / i ' ~ _ j ~ , - TO REMAIN these activities.
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- ~ I ~ ~ t' i r i n; - ' ~ ,r` ~ i ~ ~ - _ \ ~ ar ~ I ~ I ......u--
/ ~ i ~ i - / ~ - - ~ nwm - - _ _ - DATE;
i ~ _ CAFiRJFiWMS ~ T ~ ti ,
t ~ 1 i ~ ifi~~ ~ / i ~ # - ~ 1 ~ ~i~ - - ~,.i'' / y ~ t ~ ~ ` ' !I~ ;,~'r° E=S T~' H;0 ~ D,I N G ~ V E (V ltd L, l~ I o I/~ r'~~ ~ ~ DWG. CHECKED BY: MDA
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~ ~ - i i i ~ ~ - r~ ~ ~ ~ it i ~ p ~ ~ PROJECT N0. 2006280.00
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PROJECT NO.
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rn C3 -i STANDARDS: 838.21, 838.27, 83B .39 LINO 838.99. Lt. Q STEEL POST V,. ,.Y ~ rh
H ~ --I = ~ * INSTALL PRECA5T ENDWALLS NfITH WINfi~ AND PAY ~ ~ t}.~ _ ~ ~ I ~ EARTH BERM W ~ ~ N N ~ ~ N
= t~ ~ C7 m FOR IN ACCOFtl.IAtdCE WITH SPECiFiCATI{}f~ SECTi~N 898. w ~ V.. _ Z ><=O101~ O OG'...,'
~ ~ u , „ * USE d~pOp PSI CONCRETE. ~ ~ CC ~ ~ U' ~~0.03
~ _ Q PROVIDE ALL AEII~FORCING STEEL tiAdiICH MEETS ASTA4 ABi ~ 1- _ ~ W t"~ ~ r FQR (MADE BO AND MELDED 'DIRE FABRTG CQNFQRMING ~ LL ~ J BOTTOM W a~~~~ ~ BOTTOM ANCHORED WITH STAPLES
t7 ~ ~ H ~ TO AST14 Ai 85 ~tITH 2" MIN. CLEARA(dCE. ~ ~ mot"' \ I ~ t~ ~ ('r
cI ~ * PLACE LIFT HALES {}R PINS IN ACCpRDANCE k~ITH ~ . H
~'-I ~ H2 OSHA STANDARD 192F7.7O4. H ~ ~ ~ H2 I ~ t1
~ ~ Cg j~P * PIPE TU BE GROUTED INTO HEADY~ALI. AT JDB SITE 8Y ~ W ~
~ H1 H1 I CONTRACTOR ~ W`,i1i i l l) l! I llil//
r ~ * ALL ELEMENTS PRECAST TG MEET ASTM Cg13.
- * IIELDED 'WIRE FABRIC MAY BE SUBSTITUTEa FOR REBAR
- - - - ~ - - 1,- AS Lt1NG A$ THE $At~E AREA pF $TEEL IS PRt1VIDED. b - * CH,4MFER ALL CORNERS 1" OR HAVf A RADIUS {}F 1". NoTESa SEDIMENT PIT _ ~ ~Q` NOTESa r ayye
~ 1. DRIVE 1. DRIVE STEEL FENCE POST AT ~~~qqq Wr~V
n ~i1 {1.C. {TYP.) LEAST LEAST IB" INTO SOLID GROUND. JUTE NETTING ' ~ :
$ 4.C. ~TYP.} REFER TD CHART ~ z, wood Ri 77 REFER TO CHART FOR BAR SIZE ~ 2. WOOD POST ARE NOT ACCEPTABLE. i P~~~`*
FOR BAR SIZE NOTE: THE h4INIMUM BJ~R SIZE SHALL 8E #5 BARS J ~
~ ~ m AT S" CT$.THE CQNTRACTQR WILL HAVE THE QPTIpN ~ ~ JUTE SUPPORTED WITH TOP WIRE ~WIIIIIIIINiiW OPTONAL SKIMMER BETWEEN STEEL POSTS
~ ~ AT I N TO INCREASE TNIS aft SIZE Aa NEEpEQ. ~ ~ ~ LEV +0 IDE ~m~ '"~a ISEE DETRIL 04000.181 10-3-U6
~ ~ H c~ DATE:
r~ ~ , DRAWN BY: CAPrRJPrWMS PERSPECTIVE VIEW
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~ IP2 FT. ~ DETAIL NG. DGN.CHECKED BY: MDA
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~ „i' Q _ PIPE DIR. BJ~R SIZE H1 {FT. } H2(FT, } D (FT, } W1 W2 ~ ~L1 ~ +y,`, ^ ~ -3' ~ EPFECTIVE:09/08/01 EFFECTIVE:09/08/05 04000.03 SCALE;
~ f # " 1.2~f2.~~ 2.0013.75 1.25{1.?a 3.0013.75 b.50I PROJECT N0. 200628fl.fl0
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~y h g ptt Cry ~y C 4.0(1 4 2J 8.2§ ~ FABR] 2 . tJ #5 lW $ 1.5012.5 Ol} 14 . ?5 i s i5 . ! e 1 ,r.. FABRIC AND RIP-RAP
rn m H = ~ ~ ~ D 2,5 #5 # gtt 2.5013,50 4,0010 2,0013.00 4,a0la.50 1{1,00111,511 K1~ u[ N ~ N 2
H ~ FILTER FABRIC Z N ~ y
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rr. ~ L~ rr W 4.0 8 3.5014.50 0.50!7.00 3.2518.x0 6.50}x,.75 .00113.23 ~ 5'XO'XSS' ~ ~ ~ U ~
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1. USE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FiVEI ACRES. WEIR DETAIL ~ O ~ N
5.0 ~ 4. p 7. 3. 7. 5 13. .?5 1. USE FOR I 2 EARTH E3EI 2 EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING ~
5.5 #5 ~ 4.5Df5r.OQ i.5DJ8.50 3.2514.00 7.25{9.25 14.00}15.75 TO TOWN' TO TOWN SPECIFICATIONS.
s.0 #6 # 8't 4.5C115.bt1 i.5D1$.50 3.2514.04 7.75!9.25 14.?5118.75 LINE WEIR WITH RIP-RAP
DESIGN OF DESIGN OF SPILLWAYS
h n ^n pp DRAINAGE AREA WEIR LENGTH 1 J~~ TOP OF f1AM Q S ~ t~v ~
SHEET 1 Of 1 SHEET 1 QF 1 DRAINAGE r (ACRES 1 (ACRES) (FT) ,3x4L4 p ca t~ 1 4.0 c.f
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MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF AlL DEBRIS AFTER EACH PERSOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT ND RESTORE TRAP TO ITS ORIGINAL DIMENSIDNS WHEN THE SEDIMENT HA$ ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE TH
SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAUEL FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OP THE SPILLWAY TO ENSURE IT IS A MINIMU OF 1.5
FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRAEE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED RREAS RBOVE THE SEDIMENT POOL ANO DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTION WITH SEEDING. /\/~J
DETAIL N0. ~ mar/ sawn
STANORRD SKIMMER FILTER BASIN
EFFECTIVE 09i EFFECTIVE 09/08/05 04000.03
30" INLET' PIPE 15" INLET PIPE
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24" 24" ~ ~~N
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NOTE: M O
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24" (M1N) - 24 (MIN)
~Q
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OUTLE7 TO OUT OUTLET END: CONNECTION TO OUTLET PIPE OR RISE BRRREL PIPE LONGER THAN SHOWN,
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
NOTE: ALL DIMENSIONS ARE FROM NOTE. ALL DIMENSIONS ARE FROM
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DETR II_ N0.
STANDARD SKIMMER DETAIL
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