20071235 Ver 1_Site Plan_20070716 (3)

N TS
OWNERS CHART
BECKWITH PROPERTY
PWn Dui+6m36 PWR mesaADn vlnF o7znslea Pma. minssl4s
DAND S DDRHAY
+041 GR[W l(+£L MESI (IY.(Y D. BELxwIN h[IPe
BITS GREEN LLWI CHURCH ,CrrgEY EARL B[CKUtx
])10 BEGMSH fAM Gfww A. BEGNmIn
761) BE[aMiN (aRM
P0.
AP[x. xt 1)613 ROAD
APEx. ul 2)513-9a)1 ROAD
APEx, NC IIS4]-0983 POaO
xPEx, NG 4)913-)101
LAUD usE. sNG¢ taMILY
Zn+lxt. m AxD use. vxcL[ rAUILY
ZOxWd. en ulo use vacaw
tOxwG LO LA)q usE. wcANa
IOxwG LO
PWP D74J1A6X)
D[BAA K. IITSEY k Pw( 0741e93191
OFBRA ANOERSOn PINT W13BS)140
BARBARA 0. B[pMlx
MLISPN G[xx
a+I BELAxPx raRU )a15 BECMMIIN fAPU
ROAD elm GR[[N L[Kl
R

PvAD
w [w. NG 1752]-1101
nF(R. u( ])513
UM USf: upBLLf xW[ CNU
[H RWD
P(x. xl 1)517-eA)4
UxD UY' vxm[ rANUY
D UEE'. VAGNI
ia EONNG: lD riReNL'. l0
wc: m
SITE DnTA
GENCRAI StE OA1A
i01A1 SITE AREA 191.&8 AC
ANNEMA71pN APPgDVAL DATE NOVFMBCR. 15 2oD5
ANNEKAnON PCTInON NUUBCR 381
PARCELS IN DROJCCi
PI. N.'s 2DNINL P.I. N.'s 2pNING
0727-85-7193 LD 071Y14-6767 Lp
0117-75-9145 LO 0721-75-7804 LD
0717-&5-7110 LD 071}-66-4011 LD
0723-46-4076 . LD ,
ExlSilxc LAND U SC vACANI/ SINGLE Fnwtr AE90ENCES
FUTURE LAND USE
DCSICNAiION
LOW DENSITY RESIDENDAL
EMISTING 10NWG LD (lOw DFNSIIr)
EMISDNC DYERLAY DISTRICT PAIMMY WATERSHED OMEAIAY D151RIC1
(JORDAN LANE)
LOTS ALLOWED 575 (19LB8 AC a } W/AC)
PROPOSFD USE 30} SINGLE fAUhY LOtS
SETBACKS REQUIRED PROwOED
FAONi 10' (MIN.) 20' (MWJ
LOl It3
LD n4 }}.2'
JaD
LOl 115
lot t43 66.0'
56.0'
l01 149 56.0'
50C B' MINIMUM /
10' AGGRCGAIE 8' MINIMUM /
20' AGGAELATE
CORNEA SIDE 1E' MINIMUM 16' MINIMUM
RCAR 25' 1B'
MAx
BURDING NEfGXi ALLOWED DROwDED
. 36' J6' (uA})
MA%
BWLi-UPON AR[A ALLOWED PAOwDEO
. 609. LESS 1HAN 60A
MAx. Au0wE0 PAOwDED
DEN9IY 3 DU/AC
575 uwi5 1.58 DU/AC
707 UN11S
PERIMETER BUFFER REO'D N01 REOllIAED
7Hga0UGXFAAE
BUFFER RCO"D 30' uNDIStURBCO TYPE 'E' BufFCR ALONG
GREEN LEVEL CHURCH ROAD
PROVIDED 30' UNDIS7URBCD TYPE 'E' BUFFER
SIREEI BUFFER AEO'D 10' ALOVC GREEN LEVEL ffiS1 ROAD
PROVIDED 10' UNDISiuABED TYPE 'D' BU[F6R ALONG
GREEN IEVEI WEST ROAD
NO-BUILD SEtBACNS REQUIRED PAOwOCD
FROM BUFFERS 10' IO'
RIVER BASxa CAPE F[AR
WAIERSXEG OV[AUY
pIS1AILT
PgIMAPY (WHITE OAK CREEK BASIN)

OPEN SPq[f CNARl
DEDICATED OPEN SPACE
PROwOfO 3.07 AC MUNICIPAL CRCENWAY
(70' CORRIDOAf
bERALL OPEN SPACE
PROVIDED
68.96 AC (35.61 Df SIrE)

FEMA DATA
MAP NUM6IA J710071300J
PANEL NUMBER p723J
DATE EFFECiIVf MAY 02 1006
SHEET INDEX
SUBDIVISION PLAN -PHASE I, II, & IIIA
O. October I7, 1006, the Town of Apm sewn Council DDproved rite B[LMwilh Mpzter $ubdivizan Plan with rite folio+inq condition;
I. Plots will not De sign d la Phase III-B er PAtlse IV unl0 o secontl public plea s is recorded. the IemDOrory emergency access ea emenl antl Onve moll remD~n until such lime.
1. AS repui«d DY the U00, IAe grronwoy must De completed Dria l0 60b of the Sprp-aud units re 'ninq cerlilicotes of occupancy
3. woma De maklakcd er me avnoper unw me aevnapm<Dt is wrnea omr to me npmevwnms ns5aemim. Ai mm time tee mamlmonce .HI oven to me lawn of Apcx oa von of Ds Dvblln grmnway aye«m.
4. Construction wpWO De landed u0 to rite 4181,60180 ps tlelerminetl to IAe lee in lieu Drojecte0 for Ine DrokcL A cost eslimDle would have to De Dr¢senled to IAe town prior to construction Ipr review ono
approval. a approved, m< town wows men cmdaa msD«UOns rn the v«iecl m mSarc ila Propr mmvxmm~. conatmcnpn costs wal D< r aea to Dnly rite <osls Dssmmlea wan me mom vpa es tpmlM by
Haden-5lanflole and off conned'ans Io lne Dropoud devNOpmmt 0«videtl by the developer stroll be of Ine demlopers sde eepense and not counted against rite projected lee in ueu of 5184.608 80.
5. Lonslruclian ealimale5 woultl be sonsisienl with me DICnS bcnq developed Dy HDdm-$1onikle os part of Ne Wnile Oox Creek Gmnway Projeel.
6. In IAe event me castructipn 01 the geenway trot Ds50tiated with me agreement ae less InOn 5284,608.80, Ine bolOne< will be ppitl t0 tA[ Town to soli5ly Ine regUiremenl.
7. site single lomay lots adlocenl ID Ipls not wilAin the B«Fwiln suDDlvision shoo nave D 7D foot wide <onsar«Ilon epsemenl mepsurm Iron ma rear property line. site BecN+iln Home Owner Asspciptipn aho8
mpinlain IAe rmservotipn eDSemml.
One subaldsion Penn kcludes 307 logic IDmay tats ono is rolid fa Mb years otter me note of the sown Council's Dpgavn Vpon written request. IM Pbnning Ddedor may extend Tor a period Dr one ymr for good
cause shown.
this prpje[I is Dw in IDe Cpnslruclipn Plpn Dhose of review, site n«t sudmitln deadline for CDnstrDClipn PIDn « is Wednesday November 1, 2(106. copy or IAe Construction %an opDllcation Dnd November
leennkol Redew Commilke (iRC) Peview Schedule can be DdlDined Irom Jeon Weatnerman m Ine Construction Nmxogemenl Depatm<nt (149-7}94). Plepse note mat rap site D<tivity is pllawea and ~D OwDding or
grading permits will be issued until 91cA lime IAOI me Construction Plans are approved Dy the iecnn'¢ol Rev,ew Commillee antl the « quisile number al signed copies are ralurned ID Ine Conitruclion Nonagement
DeDDrtment.
Altd tAe signed Construction Pions or relurne4 to Construction Mpnpgement. Ine aDPllcont moll suMnil o plot lDr review antl approwl prior to rma0olipn o1 rite plat (please tonlacl Bonnie Boaey DI 149-3]79
regarding plat repuiremenle procetlures Dnd DDDIicoDl< lees.) m< opDlkonl shall enwre toot DH Dubli< ut9ily msem<nts, privpte utility ewemenls, -rirole access eosemenls. Resource Consemtion Arm (ACAj,
bmins, ma e<tbDaNa pre mown on cad¢a got veor ID svDmnLn9 bvaatoq permRS. Mole mot me pldl win only n< dpprorod mr «mromia wnm m< dbo.e items ore mown cen«Dy, Du DDW'mawe lees dre
poll. Dna regvaae bonds are poslmD(comdn corevvn'loD uonogemml at 367-3DgD regadmq bondmq «pviwents (i+ any) pod orocedv«5).
Finally, sew r ... 1 e In Ine amount of 5681,75D (307 wnils 42,150 ~ 5681,750.00)
ore due by¢December 15, 1006 to reserve sewer coDOCity fa rite Dpprave0 dwelling units. TAis lee may De submillea Io IAe Planning 0<parlment. Ind floor, 7J Munler $beel. ADea, NC.
GREEN LEVEL CHURCH ROAD
APEX, NORTH CAROLINA
DATE; DECEMBER 04, 2006
JANUARY 12, 2007 REVISION
FEBRUARY 9, 2007 REVISION
MARCH 7, 2007 REVISION
C-O
[-1
C-1
5-I
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G-0
G-I
G-1
G-3
L-4
L-5
G-6
L-7
G-8
G-9
C-10
G- I1
U-1
U-2
U-3
u-4
U-5
U-6
u-7
u-6
C-B
u-9
U-10
U-1I 0
U-11.1
U-12
V-IJ
COVER SHECC
EMISIING CONDInON9 PLAN
DCMOLIIION PLAN
OVERALL $UBDIw90N PIAN
SUBOMSION PLAN
$UBOIw90N PLAN
SUADIwSION PLAN
570RNWARR @ EROSION CONTROL S1AUC7U[tf INFORNAIION
OVERALL GRADING/CROSION CONiR01. PUN
GRADING/STORM DRANAGE/EAOSON CON7ROl PIAN
LARDING/STORM pRUNALE/CROSION LpN1ROL PLAN
CRADING/570RM DRAINAGE/EflOS10N CONTROL PLAN
GAADINL/STORM ORAINAGE/CROSION CONiROI PLAN
GRADING/SiOPM pRAINAGE/EROSION CONIRCA PIAN
6RAOING/STOflM DRAINAGE/EROSION CONTROL PLAN
GRADING/STORM DRAINAGE/EROLON CONIAOL PLAN
BMP 1 d: 2 DE7AtLS
BMP 3 @ 4 DETAILS
BMP 5 k 6 D[7u15
OVERALL U71LOY PLAN
U71LIlY PUN
U11U1Y PLAN
mll]tt PLAN
U11U7Y PLAN
uilutr PLAN
UTILITY PLAN
UTILi7Y PIAN
OfFSIfE U7ILITICS $liC PLAN BY JRN
LRELN LEVEL WCS! ROAD SR1605 PLAN 8 PROFILE
SS OVifALL BEiwEEN ROAD K & ROAD C
11" SEWER MAIN PLAN R PROFILC
12" SEWER MAIN PLAN @ PgOFIIE
MN-GS i0 NN-017, MH-C1 r0 MH-A2,
LB-cs To FES-cl PIAN d vgalLE
MH-CIE i0 MH-CI7, NH-BS i0 NH-B15.
CB-B40 IO C8-620 PIAN 8 PROFILE
P-I.0 ROAD A PLAN k PftOFIIE
P-il ROAD A PLAN 6 PROFILE
P-1.1 ROAD A k ROAD F PLAN L PROFILE
P-1.0 ROAD B PLAN b PAOFIIE
P-1.t ROAD B PUN 8 PAOFltE
P-1D ROAD C k ROAD G PLAN N PROFILE
P-4.0 ROAD C PLAN k PROFILE
P-4.1 FUTURE PHASE ROAD C fl ROAD D PLAN 8 PROFILE
P-5.0 ROAD H k ROAD I PLAN 8 PROFILE
P-5.1 ROAD H k ROAD 0 PLAN & PROFILE
P-6.D ROAD K PLAN A PROFILE
P-6.1 RUO N PIAN k PROFlIf -
p-1.D ROAD P k ROAD N PLAN k PRO%LE
P-60 ROAD L 8 ROAD 0 PLAN & PROFILE
P-E.1 ROAD L 8 ROAD N PUN & PROFLE
D-9.0 GREEN LEVEL CHURCH ROAD SR Ifi00 WIDENING PLAN
D-9.I GREEN LEVEI LHUAEX ROAD SR 1600 CROSS SEC710Ns
P-10.0 GREEN L[vEL CHURCH AND GREEN LEVEL x451 INTERSECTION
D-I EROSON CONTROL DE7AtL5
D-2 EROSION CONTROL ANO 517E DE7All5
D-} SITE DEJAIIS
D-4 unulr OEtaLS
D-5 UTILITY OEEAILS
D-6 SrOR4 ORAINAOE DETAILS
D-1 unlllY AND NCOOi OEIAILS
L-1,0 OVERALL LANDSCAPE PLAN
L-al UNDSCAPE SHEET (I OF 7)
l-I,2 LANCSCAPE SH[Cr (1 OF 1)
L-1.3 UNDSUPE SHEET (3 OF 7)
L-1.4 LANDSCAPE SXEEI (4 OF 7)
L-t.5 LANDSUPE SXEEl (5 OF 7)
l-I.6 LANDSCAPE SXEEi (6 OF ])
L-T7 LANDSUPE 5X887 (7 OF 7)
L-a.e BMP vuunnc D[rgas
L-1.9 BMP PUNTING DETAILS
L-1.0 F0~ NDA7INJ PLANiINC DEIARS
L-1.1 LANDSCAPE DETAILS $HEEi
L-1 1 LANDSCAPE DETA1l5 SHEET I
PROP09E0 BUILDING MATERWL6
MNeNI Manulaeturor Colors
Bnrl G«erel Shek NDIGrgWm iuda
Santa Fee
H9mMn
Maawlb
PmNderlw
61. Lab
SAenardmn CDbnal
Phmenm
MlaDmoK
I
8050 Parye TUtlor
Nalcnwz
Vicmdan
61dAg Gerlelnl¢ed I
Peinl Dunn amw FNIS
berwnim
II
WmdMrk
Gmysla^e
Hemess Snob Ten
WFaat
sawyers P«oe '.
Tequlu
Ropflw GAF Wea1MBtl WDDd 'I
PeRAer Gray
sate
A«ml6na8es CeNinlAetl Vanes~SimuMrbs6,g ',
Sbm Owens ComMq euaas CD. SDUNem Ledgeslme.
AspenCmnVy Ledgesb,la
Carmel CUUnryledgesbne
Cradpnnay Counryteegesmne
Windy Rbge
8Me Ridge
Dove Gay
S1uAers Mid Amerce Mbllik Green
0urgandy Red
BDmmuv
Wedgenocd BMe
Muskat Erpwn
BMQ
Drell Goren
9lpEINGUA>ERIu
DEMENT FIBE0.910wC
TETUREO VINTL BIpING
~iO BE %CKED BYXOME OWNER
PROJECT TEAM
Civil Engineer. Onsile
Chas H. Sells, Inc.
I SA011Yesfon Parkway, SuilG 100
Cary, NC?7513
Ed Tang, P.E. Project Manager
Phone: [phone]
SURVEYORIOFFSITE CIVIL ENGINEER
The John R. McAdams
Company, ]rlc
P. 0. Box 151k15
RTP, NC?7709
Selman Moazzam, P.E. Project M' agar
Phone: [phone]
male impfbvements soda be constructed in accordance with Ine lanowinq
drawings Intl with the standard spe(ifications DI the Town DI Apex.
I _____ _ PE, certify Ihol the Slondad Bpecilicol'lons of the
Town I ex have been Ihorpughly checked and lountl to be applicable
to this pPoject. All rviceptians to the d--Ilcable sown Standards hove
been pre59Lu sly approved Dy the sown of Apex and said eaceptign5 are
shown on Bneet(s)_________ of male drpwings.
Ey:___________________PE
Dole: ________________
CONTRACT OWNERS APPLICANT:
`roll ~3rothers
AMERICA'S LUXURY HOME BUILDER
2310 T,W. ALEXANDER DRIVE
RALEIGH, NORTH CAROLINA 27677
[phone]
[phone] -FAX
BKETCNEMc~TOLLBROTHERSINC.COM
TOWN OFAPD%CFATCFIGTI
This drew'ing has hem rcvkxed b)' IheTOwn of App, atd w the
best dfmy Imoxdedge and belief, mn(omu to BI<lgpircmcros
enablishW in she Srmdard Spcei6ralibm o(the ToP4p of Apex.
Flowevd, This signature doesnol conriime a variarMl6ao any
regDlrements mnntimd N any kdbmiswse, arltlcil,~de, lax'.
spetifasion, rvla or ordinance. The deuelopntel~lnenlmolmna
is soldy responsible for mening ill applicable requisemmts.
Bv: Dm<:
PIANTeBKC/GPNA'G CERT[FIGT/ON BY TAEjOW'N OF APBR
This caswetiondmwing haz b«n reviewed by the Town ofApex
Planning Deparwent,md m Ble best army knowledge and belie(
conforms to the $ubdiv'nion or Sim Plm ilia xas approved by Ine
Town ofApex Board oECommissiomrs, and mumQlerowp o[
Apex Zoning, SDbdlvision, orUnifed Developmcnfprd'mancc This
signwwc does not mnssime a variaoa linen any rc~uircmmts of the
originally approved SutdivisioD a Sire Plan riled atmve, a any
fedual, site, or locil code, law, spepifrcarion, rWe, &&wdelme, or
ordinance. R is Uk sole respDnsiblliry oflhe oxBmrMgvelDpu, or any
of his agents a contranpm(essionets m mrv«Blahs mnswe[ion
plan enrols all Ben aforcmemioned mquircments.
Ba': Dale',
TR.INSPORTATION BNGPs'EFA
CERTDiCAT70N BY THE TORT OFAPE%
This dmwitlg has bead reviewed rap IheToxn afApdn, aldald to Bt[
ben D(my Anowledge and belief, provides an auep~~ple
trensponNion symem with consideration for the elelgtlns mnmirred
wilnm 0e Trnsponalion Plan conforming m 0e reyyjremedts
esmblided in the Sandard Spuificesions oEBm TDW}nf Apex.
However, Ihissignawre does Dol constitwe a vadenpp ham anp
requircmens contained io any federal swe. or local rode, law,
specif mdoD, nBe or ordmance. The dCV¢IopulanglBeer/mnDanor
is solely responsible formaung all applimble rcgoilDpwnts.
B>:__ Datc:_T
PARRS,AECRFATION, AND CULTURAL OLTICE$
CERTIEIGTION BY7HE TOWN DP 6%
These pl>ns nave rtviewed by the Toun DtApcx. to Ne beN Of
cop kmowkdge and belief, mnfonn to represmmioly made bf the
developer w'myttlfand the Pads, Reneation, and QplNral Resource
Advisory Commission mnsistem with lheprojec¢ eno fa
publm Parts and Reaewion, ejthmmtotal mine outlined in
Benson 7.3 ofthe Town's Unifed Developmem OrdlAanm and
Article N, Section 19 of Ben Town Code. However, jbj6 signawre
does na mnstiwle a variaa4 from any rtquirem<ny ~omaincd in
anp federal, stem, or local rode-low, spuifmatioq rylo m ardinence.
Thedeveloper/eogineerlrontmaor is solely rtspoDSih~s for mening
all applimble requirements.
ELECRt[C LTDJIIESCLRTIFIGTION BI'NE wN'OFAPG
This drawing ha been reeieweJ b}'the Town ofAp{tPdectde
Dtilines DixiMan, and m cox DeM ormr u,oxdeag<4~p beuer
cant smthereglurcmenls established in lAe Smnp~[d
Spuifiealions and Canswnim Dnails and she UnipQp
Development Ordinance oflheTOxm ofApex. HowpFlt. this
imNUrc does not mnMilwe a variance from em rttlpj(tments
conra~nm in any r adml, sum, a local rode, lax, spFgt~ ration
or ordlmna, Thedeveltlpedengineerlcon0acta is pp:ly
responsible farmenine all applicable rcgniremema
Br: Dale:
H
~ r
rrW~.
V 1
r~
VI

07°123
E'eYlBONFffATALPROGRAMS
CBRT6ICATION BYiHETON'!i OPAPE%
This dnwinghas ban reviexed by the Town of Apex Puhlic Worts
and Utilities Deparment (Environmemal Progrwrs) and w the hest
of my knowledge and belief, mnfomis to the requirements
esmblished'm the Standard Spui6cations and CortwdionDelvle
and tM Unified Dmdopmm~t Ordinance ofrheTosm ofApex.
However, this signuure dos not consume B vadanu ham any
rego'vdnmrs contained N any fed<nt,slam, mloml rode, lax',
specs&adon, mle.or ordinanm. The developerlengicleer/mnmenar
is solely respersrbk Wr mecliag all applicable rcgwrcmenm.
By: Dose:
}TRE DFFARTMENT CERTIF[CATWN' BY i1lETOlYN'OF APE%
chit drawing nos born rev;ew¢dby tneroxn Draper Tire
Department, end to Ine bestofroy knowledge and belief, mnfalms to
the regoittmenm established within theTouB's Standard
Spccifirations: Fve PromdieD Ordinances, and ttx NoM Cwlina
Fire Code~Volume V. Howeveq dis signatwc does noc mnsuwm a
varimu from any rzquiremmu canmimd m any fedml, sme,ot
local rode, law, speaifiulion,mlc or ordinance. Thcdraloperl
rngirmedconbana is solel6lesponsible for mewing all appncable
requ'vemrnm.
By Date:
II PUBLICWORESAND IfI'RTTffS~
cERTUTGnoNBYTID TonyoFaPEx
This drawing haz bun reviewed by 0e Town ofApex Public Works
antl Utilities Department, and lolne best oCmy Imowledgc and
be6ch mnfoms m me rcquircmenm esablished mine Sandard
Speciflations and Conswaim Derails of the Town ofApex.
However', Blis signawa<does na constitute a vmianm 6om any
regltircmens contained N any kdeml, smu, OI tonal rode, ]aw,
specification, rule ar ordinance. 71M devehperlrngineerlmnwmr
is solely responsible fa meding all applicable rcgoircmrnu.
Bv: Date:
BUdDNG INSPECTION DNISION
CtliTfF'ICATION BYTRE TOWN OFAPB%
This dnwine leas been reviewed b) the Toxn ofApex Build'mg
Inspection Divisloh and Willa nest of my knowledge and belk4
mnfDtms to Inc rcquDancnls eslabnshcdwirhin rho Toxni Code of
Ihdinarces antlshe North Carolina Stile Build'mg Codes. Floxever,
this signewrt does not wMlitam a varianLe from any requircmens
mnmined in any fedecel, store, or local rode, law,slxcifwtiorA rule
or ordmana The develaperleopinm/<onaaetoc is sally
responsible fa mening all applicable requiremms.
By:_ DNe'.
SOLL EROSI ON A ND SCDLAff,MAT10N CONTROL
CFItffiICATION Br'TFIRTOwN Of APES
This drawing has been rcviex'M by the Tmm ofApex, and to Ile
benofmy Imowledge and belief, mnfonns w the requvemens
esm6lished in the Soil Emsim Mtd Sedimumtion Control Ordinance
ofwe Town of Apex. However, this signbtwe does notionsbwma
mu from am'requircmmis mmained in any federal. slam. or
local rode, law, speci6atioq rWe a ordinance. The developttl
engirt«rlconoactais sold} responible formeeuog all applkabk
requirtments.
TAfS SICN.4TIiRE DOES NOT CONSTITUIE PLAN
APPROVAL, ON15'PLAN REQLrREh1EATS.A SEPAR4TE
LETTER OF PLANAPPROV'AI,H'B,L BE!NAII.EDTO TBE
FLNANCIALLY RESPONSIDLEPERSON AT A LATER bATE
ACCORDING TO TAE CONSTRUCCION SEQUENCE
Bv: Dwc
~t~~/~~e~Q,fr~~ Z~~36
~JICINITY MAP

t6wx tt APrr mr p pt tip ' '
I. li IS NCORPaAAYEO INTO MC OLERALL OESCN MCNE OF ME BUILDING Mp
I) NO ytE DCVELOPYCxr ACnNtY IN0.VONG 8Ui N01 uYltfO 10 tES1NG, LANDSCAPE.
0.EARWG 1NSUMAIgN pf.,$64. YG6WEi, OR GRAOUS, 51µL. CGCUN UMSI- a SCREENING MA1ERIµS ARE NOi df(ERE i F fEq 1
10' IYPf '0' -~
II UAdSNRBEO
I BUFFER
JO' R/W DCgG110N
(170' uLINAif R. D.w)
170' C4ERCCxCr -
IACCE55 CASEYCxI
AND DRIVE.
p(
GaELH tE~ .I
`,/i~a
.. ®N1

5 IN7EANAl
PEDCS7fiM iRµl
(SCE DETUI ABOK)
50' INtERYI17fN1
STREAM BUFf[R
s' 9DEwALK
f~l
vADPOSEO iONH a
APEN YUNICR'AL
GREENWAY. ]0'
EASEUENi Nix 10'
TRAIL.
r
PROPOSCD 10' ///
PCOESiRUN
IRML
LEGEND
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TI H2 -FESHI 1963 30 0.4 210.00 210.56 210-00 21833 NIA
CB N7-YI H2 132.6 30 0.5 17U.74 R1AD 278x3 279.16 312
CB Hd~CB H3 270 15 0,52 274,77 214.91 278.16 219.18 258
CB H7A~C8H7 61.6 70 0.5 211,60 271.91 2)9.16 218.52 221
CB HS-CBN3A fi1.3 JO 859 172,11 21244 218.52 210.30 300
CB x6-CB HS 210 15 0.52 27191 21409 2)837 218.30 339
CB H]-CB HS 882 ]0 0.5) 2R& 21].19 2)8.~ 21878 281
CB HB~CB Hi 21D 16 0.52 2)1.39 214.67 218.78 2)A.ie 281
CB N9~CB Hl 1A0.2 24 199 273& 276.29 218.18 281b3 4.10
C8 H10-C8 H9 21.0 IS 0.52 27714 21736 1816] 281.63 4.71
CB Hit ~CB H9 191.6 11 ).10 27619 287.51 201,W 28924 221
CB Htt~CB HIt 21.0 24 1110 287.1/ 204.04 20929 28914 2,77
CB HIJ~CB H12 60.7 24 529 29914 281A2 20929 292.82 3.51
LBHId-CB H13 210 15 014 26811 2ABai 292.62 29292 9.00
CB N15-CB H13 1498 1B 298 281.92 291A8 29262 295.12 812
CB H16~CB H19 21.0 15 OS2 291.]3 281.41 295,72 285.)2 6.12
LB H91~C8 H15 1Jta 15 198 291.41 294.01 295.12 298.52 213
CB A16~C8 H1/ 121,6 15 1.15 294.21 28514 298.62 900.]3 344
CB HI9~CB H18 21.9 15 052 296.W 29800 ]00.33 900.83 681
CB H2O~CBN3 1Bi.l 24 1.24 21418 216.4) 219,16 281$1 1.99
CB H2I.CB H~ 27.0 fi OS2 217.28 21142 2816) 281.6) 1.72
BMP Z STORMWATER COLLECTION
LinelD Llnelen Ih
N UneS¢e
N LlneSb
X ImeROn
N InveRU
fl GmdlRmEkv On
A Gmd9LmEkvU
N U GunerS read
N
CB G2-FES G1 2022 18 1.61 2)400 277,79 2/4.00 29312 3.D0
CB Gl~CB 02 21D 11 0.52 27829 210A3 29312 29722 660
CB GIO-CB G3 1415 76 5.36 21893 186.52 29322 296.14 6.41
CB GII ~CBG10 17D t5 0.52 291 T5 291.89 296-14 296.14 3.00
CB G12~C8G10 1195 38 019 286.72 281A6 296,14 299.19 201
CB GI7 ~CO G12 210 18 052 209.17 2W.31 29918 299.19 1.11
CB GI/~CB G13 d6,] 18 0,51 289,51 289.15 299.19 29993 1.11
GB 011~C9 014 2)0 15 0.14 295.18 295.38 299,83 299.83 319
GB G15~G0 GI6 1656 IS OS 2900.0 19092 299.83 2850.1 300
CB G16-C801s
CD 018-GBGII 210
52.7 15
15 0.52
6.13 6191
29558 191.16
398.01 29541
299.83 195.41
301.26 6S1
281
GB 019 ~CB GtB
CB 020~CB Gf9 1)1.1
73.4 i5
I6 542
0.51 29901
908.80 00890
30691 OJ326
31].33 313.7]
313.22 389
4.0.5
CB G21 -CBG12 55.0 2/ 575 290.19 29123 299.19 302.13 9.00
OB 03908021 162.E IS 5.06 29198 306.68 302,13 31021 297
GB G12~C8 G21 21,0 21 fAi 291.43 297.12 302.13 302]2 8.00
CB 029~C8 013 21,0 15 0.52 305.88 706D2 31027 ]10.21 562
CBG15~C6 G13 1512 15 9.1 305,88 312% 31017 3660 300
GBG26~C8 G15 21.0 15 052 313.19 713.]3 31160 311,59 4.12
CB GS~C8 G3 142,0 56 0.5 218.9] 219& 29322 28018 520
CB G1 -CB QS 27.0 15 0.62 20599 286.07 290,10 29018 2Bi
CB G7 ~CA G5 195.0 36 0.52 219.W 28086 290.28 286.86 120
CB G6-CA GI 27.0 t5 052 26241 28261 26686 286.86 4.05
C8 G9 ~CB Gi 1989 15 1,38 28261 281.52 286.06 289.11 163
CBGB.~G9 21.0 f5 052 164,]2 289-86 289.11 289.11 261
w 02/~OB61 1615 74 Sb9 281.06 29003 286.06 '6533 NIA
CB G2B -Y1021 1515 24 432 290.53 297.22 29533 30202 3.51
C8 G28 -CB G2B 2).0 24 052 291.26 291,42 302,42 30242 101
L6 G35~CB G2B 68b 15 1.52 297.83 198,81 302.42 30].32 258
CB D3fi -CB G35 968 IS 3x4 299,01 302.2) 30332 306.06 3.89
CB OJ]-CB G36 27.0 15 0.62 3024] 302H 306.86 306.06 6.18
CB GD]-CB G28 111.9 24 234 20128 30130 30242 306.69 3.00
C8 G31-CB 030 183.6 18 7.51 301.00 30].55 70699 31299 314
CB G72-CB G31 2i-0 t6 1,63 3W.15 30819 ]1299 91288 241
CB G33-CB G31 64,0 IB 4,15 3Cfl39 310.83 JI299 315.41 B.6B
CB G34~CB G33 21.0 18 Q52 310.83 51091 31541 31611 8,00
GB G30A ~18G 210. 18 0.52 30205 302.19 AM,fi9 90869 140
YI G78 ~CB G22 51.6 IB S.B) 29812 30125 302.72 305.00 WA
YI G19-CB G2B 281 IB 1.00 297.92 29820 70202 9021) WA
BMP 3 STORMWATER COLLECTION
rme10 Lmalen m
fl L5W$n ^Resb
% ImnRDn
N (menu
N omawmEkv D~
N o,mlRlmElevu
R a crnars ae
A
YI C2~FES C1 141.95 24 216 15900 26201 259.00 2870.1 NIA
YI C7~YI C2 14.9 24 0.52 162.27 26240 181.41 267.40 NIA
STMG-Y1 C3 21.1 10 9.34 26190 2fi5M 181.40 2780.5 NIA
CB G9-SiMG 1016 16 398 213.00 20012 178.45 285.13 192
CB C10~C8 C9 21.0 15 0.52 100,42 200,56 105.13 10511 4.99
CB Cf 2-CB 010 153.6 is 49fi 280.76 10838 185.21 29297 8.71
CB CII-CB 011 2iA IS 0.52 288,50 10B.Y! 29291 19291 312
CB L14-CB 012 161.Y 15 3.10 20058 29380 29291 198x9 Sao
CB C19~CB G14 210. 15 066 294,00 291.15 290,39 198/0 i.)1
CB CS~STNG 201,9 15 0.5 26569 2M.J9 21895 216.51 9.99
CB C6~CB C6 10.9 13 OS1 26899 261.35 11657 215.10 3.24
CB CI~C8 C6 210 15 052 110]9 27093 115.18 115.18 3.11
CB CB~CB C6 105.5 fi 05 1fi1.5S 208.09 27518 172]3 661
SiM D2-FE901 01.30 Z4 1000 259.00 26123 159.00 20101 NIA
GB D3~BTM D2 1816 14 6.77 282,02 620.4 281.01 19797 B9/
CBG-CB D3 21.0 24 0.61 29163 292.17 61.87 29193 3W
GB DS-CB G 63.8 24 1 W 291.91 197.61 191,93 300.09 241
CBW-GB DS 299 14 1.01 293.81 194.37 3000.9 300.10 2.21
CB 01-CB D6 48.5 24 050 281.57 194,00 300.18 303.14 2S0
CB 012.0801 Z).0 Z4 1.00 195,00 29527 303.14 303.11 3.59
CB D9 ~CB D12 134.0 10. 884 296.1] 2970.3 307.14 104.04 4.12
CB DIO ~CA D9 1525 18 0.5 19]23 29]99 JDI.M 30283 653
GB DII~CB 010 210 1s O.s2 29814 298]0 JO1.fi3 ]0283 314
VID13.08010 454 15 1.12 2%14 188.15 3D2.63 70250 WA
BMP4 STORMWATER COLLECTION
LinXID LIWLen a
A llOeSrse
in L'ne9
% InreROO InvW1U
R pndlAlmEkv On
ry Gm010.mE1MU
N U OVner9 reN
X
CB E2~FE5 E1 1966 d2 109 28000 26312 260.00 210.30 JN
CBE]-CBE2 27.0 36 O.J 264,72 26/,3D 2)0.70 210.30 3.05
CB E4~CBE3 41.8 36 086 264.3D 264.11 210.3(1 210.11 2.56
CB E6~C8 E4 552 24 t-92 28591 1fi6.11 170.11 21734 334
CB E6~GB ES 17D 24 052 1fi697 261.11 21634 273x4 ],9J
CB E7~CB E6 55.2 18 O4B 26161 261.88 213.36 21253 4.98
CB EB~CB E7 21.0 f5 0.52 260.13 26811 212.53 21251 397
CB E9~CB E) ICJ] 1S 168 268.13 269,99 11259 21439 4.05
CB EtO~CB E9 1109 15 1.55 210.14 21196 21439 116.]1 20.1
CB EfI ~CB E10 45,1 15 7.61 111,06 27]67 21631 278.40 477
CB EI2 ~CB EIi 1).1 15 0,51 21307 274.01 2100.0 11826 420
CB E13~C8 E5 113,6 18 4.95 268.04 214.98 21954 119.16 3.74
CB E14-CB E13 113.1 18 521 27466 280.85 219,16 285x5 3.12
CB EIS-CBE14 21-0 tfi 0.16 2W.90 28111 285.35 285x6 683
CB EtB -GBEId 1402 18 5.28 280.05 288.22 285.35 1930.9 961
CB E11-CBE18 Z1-0 18 052 1880.2 288.`~b 293,00 630.8 612
CB EIB~CBER 233.6 13 486 288.81 3001fi 293.06 309.75 6.15
GB EI9~CB EIB 210 1S 052 300.36 300.fi0 JO/,i5 309.15 3.91
CB E20-CB EIB 1G6 15 729 300.36 3080.9 301,76 31268 7.12
CB E2I ~CB E20 210 13 058 308.29 308.44 ]1168 312.68 5.88
CB E22~CB E2 63,1 24 LZI 26612 266.03 21030 2110.3 300
CB E2]~CB E22 16]4 15 419 26619 21383 21103 27822 101
CB EI4 ~CB E23 21.0 19 0.52 273,83 27391 118.22 27812 651
CBE6~CB E22 21.0 IB 0.51 166.41 166.61 1110.3 2]1.19 649
YI E26~CB E26 25.5 15 424 288.16 161.06 211.03 271.11 NIA
YI E21-CB E9 18.0 16 10.0 21014 2)0.32 21439 284.30 WA
TYPICAL SWALE DETAIL
GRASSLINED
2 ~ L ~ Z,~,j1'~ D
NTS/SEEDEDIMULCHED~ /
L PER TABLE.
APPLY DOUBLE NET STRAW BLANKET
FOR CHANNEL SLOPES OVER 2~
CHANNELCROSS SEC110NS
DIMENSIONS
TYPE L F 0 FT Z
i I I 71
2 2 f 3t
3 3 f ):I
1 4 f 31
5 5 I 31
6 6 I 3:1
i 1 2 3:f
B 2 2 3:f
9 3 2 3:1
10 4 2 3'I
11 5 2 ):I
12 6 2 3:1
BMPSSiORMWATER COLLECTION
URa10 LrvNLe m
ft LIIw9de Li9e9b a MvaMn InvmU
fl OmtlrRlmEkv Dn Gmtl~mENVU U GMer read
R
CB R3-FESAI 276.7 54 065 253.W 254.69 253.50 26418 6,12
CB Al-CB A3 1812 1B 060 257.11 257.97 163.28 16261 S,SA
CB At -CB A2 27.0 15 0.52 159.22 258,36 162.61 16261 80D
CB Ad-CB A3 75.3 IS 3.00 156.84 151.7D 284.28 2%,51 644
YI p13~CBA4 11.5 15 Ib1 257.90 168.89 26451 182.14 NIA
CBAS~CA A7 211.9 48 0.50 155.19 256.16 264.28 16641 3.91
CBAfi ~CB AS 2iA d2 OS2 256.76 156.90 166.41 20661 5.58
CB AB ~CB Afi 1089 42 0.50 15iD0 25153 266,41 261A7 800
CB Al-CB AB 27A 36 130 25603 258,38 2fi141 28141 3,03
CB A9-CB A7 2669 36 0.& 25658 26019 2fi7.47 270.16 1,71
CBAIO~CB A9 21.0 18 0.51 16550 26564 27014 270.16 800
CBAII~CB A9 579 15 0W 281.88 262.15 210.14 269.63 1.71
CBA13-CBA12 1120 15 0.50 2fi2.35 162.91 169.63 281,16 8.00
CBA11-CB A9 1001 2d 850 1fi60J 18553 270.14 111.13 256
CB 0.14-DBA11 1091 24 1.D] 265.73 16680 111.18 211.16 3.34
CB A15-CBAf 27A 16 1.30 261x0 26165 111.16 212.16 6.00
YIA12-CBA15 20.7 15 1.97 26169 268,70 272,16 111,55 NIA
GB A16-CBA14 214.8 21 1.85 167,00 21D.91 212.18 218.03 814
CBAII~CBA16 1J.D 18 O.R 21139 271.53 276,03 116.03 6.66
CBAIB-LBA1fi 193.9 15 101 171.12 274.57 11603 219.23 211
CBAI9~CBA18 648 15 OS1 11411 27610 27923 219.08 187
C8A10~C8 A19 220 15 Q52 115.30 276.M 179.89 279.09 5.05
YI A21-LBA6 106 15 2JB 275.64 176.13 16.09 278.98 NIA
NOTES:
A GRNDIRIM ELEV:
I) BACK OF CURB ELEVATION Fqt CURB INLETS
2)TOMPoM ELEVATIONS FOR MANIgLESrYARD INLETS
B.PWE LENGTH INCLUDES FESIENGTN
BMP65TOAMIWATERCOLLECTION
LinelD L'meLe
N LIneS'¢e UneS
% InveHDn
R lnvwlU
R GmdlRmEkv Dn
N Gmtl4timEMVU
R U Gvher matl
A
CB B2-FE8 B1 53.0 54 0,51 251.07 251.34 25201 284.90 511
CB B3 ~CB 02 27.0 4B 052 252.& 252.98 264.90 260.90 549
CB BSI -CB 83 1217 3D 0'0. 259.98 255.12 264.50 264.18 6.Bt
CB 851-CB 869 131.4 IS 3.31 256,31 260.12 264.98 265.31 I.BB
CB 852-CB 857 21.0 15 052 259.19 25993 264,18 164.18 3.72
CBBS1-CB 851 27.0 15 0.62 260.92 5106 265.]1 265.]1 2.68
YI855~CB 851 299 IB 0.5 256.12 256.2) 286.18 259.71 WA
CB Bd~CB 83 1549 /B I.id 253.10 2%88 26490 26592 4.86
CB BS~C084 1409 d2 0.5 256.98 251.08 265.92 266.84 1.33
CB B6~L8 B5 21.0 15 052 26265 262.59 26694 2E6.W 5,25
CB B]-CB BS 11 D,6 38 OS 251,50 258.15 266.W 26756 4.12
CB BB-CB BI 729 36 OS 25893 258.69 261% 260,01 Sob
CBB9-CB BB 21.0 15 052 26362 26].16 2fi0A1 180,01 5.25
CB 810-CB BB 166.5 38 OS 258.89 259b2 28801 26892 7,54
CB 811 -06810 51.2 16 D59 1840.1 264.73 26092 26932 4.53
CB BIT~CBBI1 2tA 15 05! 2&.93 1860.7 269.32 ts9a2 3.34
CB BI3~CB8f0 914 36 0.5 259.82 260]1 26892 26953 241
CB BI4~LB 017 210 16 052 265.E 269.20 269.5) 269.57 505
CB B15~C8817 410 18 0.5] 26800 285.25 269.57 2fi9.89 7.00
CB BI5~CB 815 210 15 052 26550 265.& 269.89 269.69 800
CB 817-CB 813 91,4 J6 Ob 2W 61 261-00 268.53 210,19 3.12
CB BIB~CB BI1 1158 J6 0.5 26120 261.70 210.13 21095 140
CB 819~C0 BIB 210. 1fi OS2 286,16 266W 2N,85 110,85 6.11
CB 020 ~CB BiB 1756 36 105 269.98 263.82 270 0.5 21195 6.11
CB 811 -CB 820 155.8 38 1,14 261.02 266.Ta 27L95 272,93 3.59
CB 022 ~GB B11 21,0 15 0.62 268Sd 268,611 27290 27293 6.39
CB 823-C0 B21 60.1 30 1.16 18123 2619] 27293 21163 605
CB 824-C0 813 38.5 Z4 0,52 2680.0 26880 2]3.63 21]90 4.99
C8825~CB 824 1303 24 1.51 288.80 TI093 27380 216.W 940
C882B-CB 825 27,0 15 0.52 211,68 27182 176 AI Z76Ai 4.11
CB 821 -CB 825 121.9 18 432 1710.3 216.95 216.01 28185 6.26
CB 820-CB BZ/ 21.0 15 052 271.28 211.40 2ALfi5 1Bib5 5.53
CB Bb-CB B21 255.1 1B 399 27].16 201.34 281.fi5 281.0.0 4.JJ
CB BJO-LB 829 116.6 IS dbl 281.E 62.87 282.40 291.53 S49
C88J1-CB 870 11.0 15 052 293.17 63.31 291.53 287,58 503
LBBJ2.00029 21.0 IB 0.52 28]51 281.68 292.98 292.40 300
CBBJJ-CB 832 5B.] 15 Sag 201.W 2910] 292.48 295.66 4.41
C8834~C0 BJ7 220 15 062 291.21 291.41 295.6fi 296.66 6.91
CB B75~C8833 961E 15 216 29121 295.24 29666 299.8] 334
CB 836-CB BJS
CB B3l-00675
CB 838-0883) 21.0
1699
27.0 i5
15
1
6 052
20.6

OR 29546
29544

299.81 295.58
299fi1

2%.95 299,83
29983

JW20 299.8)
304,20

304.20 fi5B
161

6.71
YI 839-CB B10 11.
5 5
36
p.5
2640.2
264.70
211.95
21220
NlA
CB BIO~YI 839 199.1 70 3.92 26528 272.00 27210 217-92 6.00
CB B41~CB 840 27D Z4 052 27258 272.)2 ZIi.92 27792 1.12
CB Bd2~CB B4) 55,0 Z/ 1.18 27292 273,51 11192 210]1 2.41
CB W3~CB 842 19.7 24 261 273]7 21599 218.77 28139 207
CB 844 ~CB 847 210 2/ Q52 118D5 276.19 28139 181-39 3.W
CB 015~CB 844 512 24 227 218,98 2]1.19 181x9 28393 5.19
LB 89fi.OB 845 210 21 OS2 1119D 278.13 18]x3 283.33 6.93
CB 817-CB 846 50.5 1B 2.4 21663 279& 283,93 181,14 6.12
YI B4B~GB%1 20.2 1B 2,62 289,04 280.57 2W.16 281,01 NIA
CB 849-CB 847
CB 850-CB B49 120.9
11,0 15
15 491
OS1 28009
28630 286.10
106.61 281.14
290.69 290.69
290,69 6.40
5.30
YI056 ~CB BIB 25.7 15 0.51 265.52 165b5 210.06 26090 N(A
BMP OIRfLOW RIP P AP SIZE

STRUCTURE AVG. DIAM
S10NE S70NE
ClA$S APRON
THICKNESS APRON
LENGTH
R WIDTH

R 0
10 YR.
Dh
BMP1 s 1 12 1s 10 54.9
BMP2 s 1 22 t5 70 380
SMP3 3 1 g 15 LO 1-AO
BMP4 3 1 9 15 10 19.5
BMPS fi 1 2Z 15 10 496
BMP6 13 1 P2 24 10 115
BMPIN fLOW RIP MPSI2E '
AVG. DIAM STONE APRON APRON WIDTH 0 '
STRUCTURE STONE CLASS THICKNESS LENGTH 10 YR. I
In
a
n
Ms
FES H1 3 1 g 40 10 5.20
FES CFI 23 2 7i 40 10 71.9
FES C7 6 1 22 12 10 6.90
FES 01 13 1 22 10 10 4.00
FES E1 13 1 22 2B 10 31.1
FE3 Al 13 1 22 36 10 65.4
FES B1 13 i 22 36 f0 68.9
CONSTRUCTON BEOUENCE
~,<
SHWLOER3, SDE DITCHES. SLWES (M0.%, J:I)
AA1E.IIPE.PUNIING RAZE
AL'A IS -NOV. 1.iALL FESCUE, 300 l85/ACAE
.NOV, 1 -MAA. 1,TALL FESWE.J00 LBS/ACRE
3 ABRURI RIE.25 LBS/ACRE
,MAR I -APA. iS1ALL FESCUE.J00 LBS/ACAE
,UE I - AUG IS,iALL RSCUE ANp.115 lB5/ACRE
^•BAONNiOP 41LLETJS LBS/ACRE
.'•'M SORGHUM-WORN HIBR105.30 IBS/ACAE
SHWLDERS, 9pE DiCNET, SLOPES (9:1 TO T.1)
.DATE.ME.PLANTNG 90.1E
.MAA, I -MIN. 1.SEROSA IESPFDE2A (SCAAIFED) .50 LBS/ACRE
ANO...MAA. 1 -APA. i5.AD0 ULL FESWE.1201BS/ACAE
..OR .MAR I - MIN. k.A00 WEEPING 101ECAA$S10 LBS/ACRE
.JUN. 1 - SEA. i•••iALL fESCVE AND.t20 l85/ACRE
"'BROWNTOP MILLET.15 lB5/ACAE
"'OR SORGHUM-SJDAN HYBR105.70 IBS/ACAE.
.SEP. I - MAR. I.SEROSA IESFEDEZA (UN-$LARIREO).10 185/ACRE
..AND I.W. FESCJE.120 IBS/ACRE
.NOY 1 -MAA. 1-ADD ABRlR2l R1E25 185/ACAE
Ca1SULi EROSCN CDx1Ra ENCWEER OR SOIL CCNSERVATON
9EAMCE FOA AOOITIM'AL INfORNARON C014CERNINC OMEA
ALIEANABS£S FOR bELf7APd4 aF DENUDED AAEAS ME ABOK
sEGE1ATON AAIE$ ARE MDSE MHICH DO HELL UNDER IOCAI
CONDIBONS OMEA SEEDING RATE COMBINAAONS 40.E POSMBIF.
•'•1EMFORAAY -RESEED ACCOADINC ip CPRMUM SEASON
FLR DESIRED PERMA T T
NEN KC{ AACN. DO NOi ALLOW
1EI,IPOAMY COVER i0 GROW OYA 11-NCHES IN HEIGHT
BEFgVE HONING, OMERNISE FESCUE MAY BE SHADED W i.
cuBroM6EaMEmaASfxs
SfRVDT,

Y pAAWAGE
AREA
AG DEXUpEp
AREA SM
WroM
FT E MINMU
LENGTI M
OEPTX' WF1N
NA1X VMUNF
pUIREO
CF VOLUME
PROVIDED
CF BA
Rpullvd
a BA
PmvI6M
x
Apv
%ntlak
681 8.5 6.6 65 130 d 10 1]400 25.350 O.iBB 01W 2.14
681 21 2.1 91 /A 6 10 1,560 A21/ 0.067 0.063 2.14
981 3.t 3.1 46 90 4 f0 11760 12160 OA90 0.093 2.14
584 4.1 4.1 61 102 4 f0 14 100 15608 O.t10 0.119 1.Id
SB5 3,4 34 4/ 91 b 10 12TH 13154 0.098 0,101 214
SB6 44 55 110 10 15&0 18150 0.121 0.139 2.14
SBl 21 2.1 31 14 A 3D 1580 8214 OA61 0,06) 214
SBB 1.1 LI 11 SI d iD 39W 4314 OA32 0,037 2.14
SB9 Z6 28 Ii B2 4 10 9360 10,086 0015 0011 2.14
"MINIMUM WEIRLENGTH- tp
'WCLUOES t'OF FREE BOARD
11GONiAACTOft TO CONS7NUCi SEaM1EM iPP-5T0 TAIEFCt RUNOFF
FROM EACH SiORMWATER aSLHARGE LOCATION,
27GONIRACTOR i03UPPlY TEMPOPARY RIP RAPAi D16GXAR0ELOCAtIpNS INSEOIMENi TRAP9.
J SURFACE AREA Of SEDIMENT BA91N9 B46EOON 4~ SO.FT. PERUNIT DFO30.
STRUCTURE (LOWS
GIVEN: C: 04 RumH WeRpanl
I: 712 IWHR (1OYRSTOPM ~Smindura6all
H'. 6 INGHE9 (WANE COUNTY REOUIREMENiJ
Cw'. 3
l= OyGw'x^(WO) IMAICCM ELEMEMSOF 3TONA1wATER DESIGN/
STRUCT.
SBI AREA
6.5 O Lf8
18.712 WEWL
1D
BASIN --
&ASIN C
ANriSEEP USTOM SEDIMENT
RIP RAP BASIN DESIG
ANIT~FLOOT N INFORMATION
TOP OF
O
UTLETPI
PE
RISER
SB3 2.1 6066 tD p WIDTH COLLER DISSIPATER DEVICE RISER FT ELEV INV IN INV012t OIA DIA IN
SB] 39 0.957 10 58.1 PER BILE TABLE S'x3' IO'X10'6'Cl4 CA 41413' 262.0 259.0 2WA B 12
3W It 11.841 1D 98-2 PER SIZE TABIF 3'x3' ID%10'6'aA CA 4'x413' 310,0 801.0 301.0 B tt
SBS 9.4 9.019 f0 98.3 PER 612E TABLE 3%3' 103U0'6'gA Cal YB413' 2831 2601 260.2 B 12
SB8 /,4 12101 10 SBd PER 312E TABLE 3'x3 IB%f0'8'dA CA 414'x3' 2619 259.9 250.9 B 12
SBi 1.1 6.085 f0 385 PER S¢E TABLE 313' 10%10'6'WI LA 414'x3' 277A 214.0 279.0 B f2
808 t.t 31n f0 SB5 PER 612E TABLE 3'x3' 10'%10'6'aA Cy1 4'x4'A3' 26BA 2650 265.0 B f2
909 Z6 1509 10 SBd PER SIZE TABLE 313' id%10'6'OIA CaI 4'x/'J3' 272fi 2696 269.6 8 f2
SB6 PER 612E TABLE 3'x3' ID%1tl 6'aA CA /'a/'a3' 266E 2636 263.6 0 f2
$B9 PER 612E TABLE 313' 10X10'6'010. Cvl 4'x/'a3' 16D1 2512 251.2 0 12
NOTES
f l EAGX RISER i0 BE CMP, BMP RISESR i0 BE CMP
1. FLAG PROPERTY LINES. EA9EMENiS.BUFFERS, AND MEE PROTECTION ARE0.8. CONTACT
LIB84 PARRIfiH, THEAPEX PVWNING DEPARTMENT'SZONINO CODE ENFOAGEMENi OFFICEq
AT 2443375 TOOBTAW APPROVAL FORTREE PROTECTON FENCING LOCATIONS.
2. INSTALLTREE PROTECTION FENCINGANO SIGNS AND CP1124437J5 PoR AN WS-ECTION.
3. OBTAIN IETTEROF PUNAPPROVAL FOR SEpIMENTAT10NAND ERObXIN COMROL.
4. INSTALl6RAVELCON9TRUCT10N ENTRANCE, TEMPORARY DIVERSIONS, 9ILT FENCING, SEDIMENT
BASINS ORO7HER MEASURES AS SHOWN ON THE APPROVED PUNS. CLEAR ONLYAS NECESSARY
TOIN6TALLTHESE DEVICES.
6. CALL2d95J9I FORON31tE INSPECTION BYENVIRONMEMAL INbPEGORAND OBTAW CERTIFICATE OFCOMPIIANCE.
8. OBTAIN A GRADNG PERMIT FROM THE INSPECTIONS DNISION AND POST THE PERMR ON SITE.
i. BEGIN CLEARING ANO GRUBBING ROUGH GRADE SITE.
S. SiOCKPLLE SUFFICIENTAMOUNi OF TOPSOIL iO COVER 3INCHES OVER LANDSCAPED AREAS ATTHE ENDOF THE PROJECt.
9. INSTALL STOgM SEWER, H SHOWN, ANO PROTECT WLE15 WITH INLET PROTECTION DEVICES, SFOIMENTTPAPS OR OME0.
APPROVED MEASURES. AS SHOWN ON PUNS. MAINTAIN DEVICES AS NEEDED.
10. ESTABLISH GROUND COVER ON GRADED SLOPESANp FlLL9 W4THIN f S WORKING DAYS OR 39 CALENDAR DAYS.WHICHEVER
PERI00185HORiER,AFTE0.COMPlETION OFANY PH43E OF GRADING.
if. STABILIZE 917E ASAgEA9 ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION OR PAVING.
12. WHEN CONSTRUCTION 19 COMPLETE PNDAII AREASARE STABIlQEO COMPLETELY: GAIL FOR INSPEC110N BYENVIRONMENTAl INSPECTOR.
13. FLUSH ANDCIEAN AlL SiORMWATER SYSTEMPIPES. CLEAN ANO REMOVE SEDIMENT FROM 1EMPoRARY SEDIMENT HOLDING DEVICES.
COMPLETE ENGINEERED STORMWATER STRUCTURE AS DESIGNED.
1/. IF SITE IS APPROVED, REMOVE TEMPOPARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS, ETGANp 9EED OUi OR PAVEANY RESUITWG
BATSEARFAS. All PERMANENT EROSION CONTROL OEI6LES, SUCH AS VELOCITY DI351PATQ99, 9HOUL0 BE INSTAlLEO NOW.
STREAM CROSSING CONSTRUCTION SEQUENCE
1. INSTALL SILT FENCE ALONG THE i0E OF SLOPE OF CROSSING.
21NSTALL DOUBLE SILT FENCING iHATRUNS PARRELL CIRVERT WITH CHECK DAMS AS SHOWN ON iHEPUN.
3. BEGINCONSTRUCTiON Of iEMPOR40.Y CHANNEL. START DOWN STREAM TOVP STREAM.IINE CHANNEL BEFORE
DIVERTING WATERTO TEMPORARYCHANNEI.
Z-BEGW INSTALLATION OF 80%CULVERTS WRM HEADWPLLS.
3. START BACKFlLLING OVER THE CULVERT BO%SECTIONS.
6, ONCE A NF
B C ILLING ISCOMPLETE REASJVE SILT FENCE LOCATED IN ACNFIL AR
B L E4
5. MSTALL UNDERGROUND PIPWGANO GINISH STREAM CROSSINGROADWAYCONSTRUCiION.
I'L 2' JT'
7 2'
LINE BOTTOM
VITN 4ORAF1-
MIRAMAi-TM B
N. 4,
TEMPORARY STREAM BYPASS DITCH SECTIDN
NTS
1) CHISEL COMPACTED PREAS ANO SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDI110NS, IG MEY
OCCUR. AFTER ALL ROUGH GRADING LS COMPLETED. 11LL SOIL AREAS TO BE SEEDED PNO PLANTED i0 A DEPTH OF
FIVE INCHES,
2) REMOVE ALL LOOSE ROCKS. ROOTS, DIRT CLOGS, AND OTHER OBSIRUC710N5 LEAWNG GROUND SURFACE SMOOM
AND UNIFORM.
3) 70 PREPARE UNIFORM SEEDBED, INCORPORATE AGAICULIURAL LIME, fERNI2ER AND SUPERPHOSPN0.7E INTO SOIL
AREAS TO BE VEGETATED. DISH NUTRIENTS Wi0 SOIL UNilt WELL PULVERIZED.
4) 9EED ON PREPARED SEEDBED AND COVER UCHILY NAM SEEDING EpUIPNENT OR CUL7IPACK. APPLY
TEMPORARY SEEDING TO SOIL S10CKPILE AREAS THAT WILL ff DISNRBED Wi7HIN 30 DAYS APPLY PERMANENT
SEEgNG 70 YMERE FINISH GRADES ARE ESTABLISHED.
5) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400 CAL/ACRE OR EMULSIFIED
ASPHALT AT 300 GAL/ACRE
6) MULCH ALL SEEDED AAEAS H1TH SMALL GRAIN STRAW 0.7 90 LBS/1000ff AND SPREAD UNIFORMLY. CRWND
SURFACE SHWLD BE YbIALE TO Al-LOW SUNLIGHT PENETRATION.
7) MULCH AROUND SHRUBBERY AND TREES W17H SHREDDED HARDWOOD i0 A DEPTH OF 3 INCHES.
6) AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED, CAII EROSION CONTROL OFFICER FOR SIZE INSPEC710N
AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE ALL TEMPORARY EROSION CONTROL MEAwRES, INSTALL
RIP-RAP, AND SEED AND MULCH ANY REMAINING BARE AREAS.
A) DISNRBED AREA TOTAL 131.57 AC.
B) ALL STREETS IN ERONT OR NEAR PROJECT WiLI BE KEPI CLEAN AT ALL TIMES OR WASH STATION WLL BE
REQUIRED.
CJ CUT AND FILL SLOPES WILL BE S7A&LIZED WTHM 15 DAYS OF ANY PHASE CF GRADING
O) ESTABUSN PERMPNENT GROUND COVER MIHIN 15 WORKING DAYS OR BO CALENDAR DAYS, WHICH
EVER IS SHORTER.
E) A PRE CONSTRUCTON CONFERENCE NAY BE REQUIRED BEFORE THE GRADING PERMIT IS ISSUED.
F) ALL ORiGiNAL CHANNELS AND PROPOSED CHANNELS/GRASSED SWALES IF OISNABE0. WILL HAVE TO BE
STABNZEO IN AN APPROVED MANNER.
C) ALL PROPOSED SLOPES ARE GREATER THAN OR EQUAL i0 7:1.
N) SOIL TYPE IN PROPOSED CONS7RUC71DN AREA ARE HSG B, NSC C, AND HSC D PER
WAKE couNrr salt wRVEY.
D SIZE IS LOCATECO IN PRIMARY WATERSHED PROTEC710N OVERLAY-WRITE OAK BASH. WATER QUALITY IS
BEING PROVIDED BY CONS7RUCTEO WERANOS, SWAIES, AND LEVEL SPREADERS.
J. CONS7RUCT10N SEQUENCE i0 FOLLOW PHASING PER SHEET $-1. CONTRACTOR IS TO CLEAR ONLY FOR WHAT I6
REOUTAED FOR EACH PHASE
GRADING OF SWALE AS SHOWN ON G-2 THROUGH G-8 CAN BE ADJUSTED WITH LOT GRADING

IC AROUND E%ISPNG

MINIMUM
NORTH AMERICAN GRE
REINED
INSTALLATION PEA POST
NSTALLAII
NIMUM ALONG 0750
BOTTOM OF BANK EDGE. AT 10P OF BANK
~~ AND AT BOTTOM OF SANK
STREAM BANK
\E%IS11NG AE/
STREAM
NORTH AMERICAN
CREEK CJ50
NFORCEMENT PER
'NO STREAK CHANNEL ~ ~iyd I I i- ~I6 (ttPIGL)
ITS TO BE IMPACTED 'M1H THE 'I
CONSTRUCTON OF THE '
SIREAN BANK Jmo
LABIUZADON _ ~ m
BMP CONSTRUCTON NOTE8
1. BMP SOR TO BE ON SITE SOIL.SOIL USED FOR OAM CONSTRUCTION SIM]UlO BE SELECT
ONSIIE BACNFILL.
2 TOPSOIL USED WfiHIN BMP CONSTRUCTION SHAM BE 9CREENEO SELECT IN4 ONSITE TOPSOIL.
FOREIGN SOIL FROM OFFSITE CONSTRUCTION SHALL NOT BE USED.
RECENING CHANNEL BANK STABILIZATION
4 (TYPICAL) TOP OF BANK
CUi FABR
VEGIAARON
EN 0750
RCEMENT
CHANNEL 1.5'X4' WOOD
ON DETAIL
SPACED 4' NI
S hlmmx S Wn
SWChm Yohnw
C Plpe6
In HNN
In Flow
ch TImA
Nonm
381 26.550 3.6 1 i5 0.123 579
582 8211 Z 1 0030 15.2
SB3 12150 2.5 125 0057 fi3.1
581 15606 3 1.5 00& S1.B
SB5 13151 25 1.25 0.050 fi9.6
SB6 IBiW 3 7S OA& 60.3
387 6211 2S 115 OOS1 17.1
SB6 4371 1.15 0.815 OA12 65,9
569 IO,OM 25 115 0053 529
BMP1 110650 8 3 0473 680
BMP2 19,778 4 1 0.172 119,5
SMP3 80113 4 2 O,1T2 128,7
BMP4 96081 6 3 047] 56.5
BMPb 10100 / 2 0.172 &.9
BMP6 83762 fi 3 0,117 492
Notes 1) Basedcn O=Cd'A'SOL2GH), N=1120UiLET HEIGHT
21 Omw down 1'ma b be 25 days
NOTES
1)AT7ACH SNIMMERTO6' GRAIN VALVE ON BMP 15.
2) PLUG OPAW GOWN ORIfICEON BMP W9ERWITH
TEMPoRARY LAP UNRI SITE CONSTRUCTION IS COMPLETED.
PLUG
9" R/~DIUSC
PP
iO
s~n.
I/2"_ 3"x3"%3" Y
3 4'
H
E
'
L
S PVC
J
3.00' MARINE GRADE STA7NlES5
~ S1EEL QAMP TO 3' DRAIN ON RISER
Z
" PVC
SHIMMER MU T P
S BE CA ABLE
i0 REACH i0P OF RISER
3/16 CgATj;D_STEj1_(AB1E
N.T.S.
CHANNEL INSTALLATION
NORTH
AMERICAN
GREEN
°^f
I-
. t ~
~.,.;.:.
I wauaINC IXutrS®W e1W43'. ImWx1,Nw NFt~at1 AIPUFAneX a ulE RADRm, wla SFFP
x91 s® PreyA+m Aso cOt-o-s® wcT a roTAlam roll 1Mm 8a oovxW. rz
2~ nor lax MOWw¢nuewAxe rx XwMrNAe•nMml aane• vaE lRaw
WmwwmY tr xrm a sMMa Fnpllm arrp THE ur-aaE farEx a I{IE n~.nl. AvaaR nfi
MN.Aa WM A Imo a ~NAI~MSLXm lmmpwla. n•grV.l vNR M ru ealMll a IHe nmNx Iua.Ru
~wAIA~¢I O~iaQSID~u10Rtac~µ~pp~'SDYa AGM MNbhl~a'G OIIRf~I3~ m)µ6
SWare IMmMrW1aY 13' (]teed WAR1I[AOR MF aqM a M NNn[I.
m.~ttXla MuXO x N3rcrna a rA1ar~A1N M eo4fou a Exwxn aWnL wm awwPaerz wa
ep11wrRa'"dm+rzLwms3AS"LSwAx''"~.I lAL slru ~eA°nu Yw~° w Im omNq'WSSnv. n mµ wo
axon s xWaR IlawEal Err a u5 woRm ours !Dale oMiF ro 1xL uawarwrz siwE 1Airom
4 srA~nES 4 °1AepNR°''RiAOai S ~"; w~a naaloro sia~rtf~-~sro0 awr. uu A oouME rmw a
5. siE~l»w~x~ ~ A sue' 0~) ~ a ~sm1 wu Iww elaala`q"umlmu~Pan ws II~/eTmla a"~imlm'
wrorep~ ~ sFA41 unarm, w¢ Ix[ mu asnrsauuoiw eim~n IN°wOAwalw eric imA~u D a 1oe1 nw
M IbLMID SEW SmarOx M O.NaEi MM OvEN.AefS.
7' : oau naloa~r nAVla s~ i fio~el +a^im woos liamj aAAC~wlliv~iaa Ero~af ~n niao?nL aWea`~
a. IN Ai' (lessee ~ i i' Il~.woe j Nu 7.MMA'tx. &c'mLL ~A ~wal TMF mM'WMVtd sIAHa~e.r I-' (wml uASr
9 t8(~ tAnIRSL mxli 'mM]Na(nLL 51.111! SFtlW SrWAp M k1Ltto
-~~r CMttN M.IRSKOXL M CW.'aIFL SVFptE 5
' auisoL ..
e.,~ R N Drama, llE uu a style
_.`X-~ NVV///--~ `y~~~ a n¢mw ro v~PSwv wee ew ~ii sZs
r
JY ~
146a IMHMY 41 HoxIH, Humor wwA4 41 n
The slgnatam alBred peloweeRiy NmtlNls ehax has bran revlawed and approvaB eahly
par Iha oeRHlwtione sl9ned on s he cover sh ret o74heee 4onslrualan Dlens.
CM Engin« Irg Date - Pui9B~ Da4
OM-Tmmporlatlon--- Oati Pa ning ~-
tT11-$lldfng impxlone- a51~ annnOfTg1'rans~n Daq '
n~wo1-es~waixl6Rww Eau Fir-- aDre
GIib1FWo Ee~ctT- Dim ParNS,R nelbn6~fRes, b~
Dublk WOrXS-38E bate
U
a
rWW
I.VTI~/. r
P"~
v1
,~rR~
1

a~ppoo
y~~00
OG~9o^
p' VJzbb h
o ~`~T
U N a` a` ~
3 u~1i3
a S
h
RELEASED FOR
CONSTRUCTION
N~ O
F'~'1
Wx
Q, U
O H"T
Max
W I--I
H
WW
(~
a
~5
z z~
A~ ~y
~~~
~ Xarv
x oWz
F zz?
a O<~
v3kM`
z ~¢s
Qw.l aH
Wo
ON
F
I REVISIONS I
DRAWN BY: MZ CHECKED BY: ET
TiTL6
STORMWATER
& EROSION CONTROL
STRUCTURE INFORM.
SHEET
G-0 ^~
J~

iM el9nalure6 eMI1wN below CMIy Thal Mle eh•N Nee Oeen revkw0 enE pDrovetl eNely
per UAUNNUIIOns aiAnMRn rie rover eheY ollNex caulrucelon plena.
oL'Cf'E-wneer,np 6T P;,61~Wo'r.+~.EmT D"af-
CflT- rms ,oc~Tiw '-n 6e eT m nePIT 6T-
u m061"B~'TA nepec'nanT Vie- emPiTTnmponaio- 6ae -
SuRfc'WorTis'Wal'er15 wn 6 eaT FIn 6T'
_: j'F~ P'IE1i4Por1u:Fr~- ~ e +, e<nerF'~con • w~li ltox hue -
•. ~~ •. ,z..r~ c oe~ - 6ai-
T~_~~~
3 ~'^ v
tlD]E: 1, ALL DINEN40N5 AND GRADES SNOMN M ME PLMS SHALL BE FlELD VEHfIro Br ME CWtttAC10R PRIOR 10 CWSFAUCnW. Y : n ~ ~
LOA EACH LOt 8.000-Sf 1N 512f OR GREATEA.'tluT CDViRAG7Q7 SHALL dOnFY THE Dw+ER 6 ANT OISCAEPaW7E5 Ea51 PAWR i6 PROCEEOING.wTH. CONSrNUCT10N f0R ,., y. -, u.~._R .:y.. _,
NECESSARr PLAN OA GRADE CHANCES. x0 E%ikA CdPEN5A71OM SHALL BE PAO r0 ME CWiRALRB fdT~ANr WORK Dq+E ~" '~ Z'0 ~
will BE GPADEO, ixE REOLAED FOUR EVERGREEN OUE i0 OIUExSOVS OR g1A0E5 SNOwx wCDRAEtnr On MESS RAxS 6 SUCH NOOfICA710N NAS x07 BCEN gvEN, F -d d n
SHRUBS. FOUR DECIDUOUS SHRUBS, iW0 [VERCPEEN ~, d ~ Or rn
TREES AND iw0 OEg0u0U5 TREES WILL BE PAOw0E0 I ALL CONSiRULnON SHALL RE w ACCOAOMCE LAM THE PORN Qi APE% 57MDM05 AND SPECIFICAnONS. 3 U ti ~ 3
N ME FAONi, 90E, OR REM YARD, M OflERMINED
DURING THE COxSiRUCnON DRAwNG PxASE, 3. CON1AACrOR SHALL NOTIFY 'NORM CARWNA ONC CN.L- (I-ADO-6]2-+949) A7 LEASt AR HWAS PAIDA 70 BEgNNING ~ ~ ~ 3
.' ~1 CWSiRUC7lON 0A f%CAVA7IW 70 HA14 fNS71NG UMIDES LOCAIro. CONIRACIOR 10 CDN IAC7 ANY LOCAL UnIIRES THAT ~ • N 3
f PROMDE THEIR OwN LOCATOR SERNCES INOEPENDENi di 'NgtM CARaINA ONE CAEl-.
"" ~-----) 4. PRIOR i0 BEGINNING CONSIRUCnW, ME GENERAL CWIHAC70R SHALL SCHEDULE MD A1tEN0 A PRECWSMUCIIW ~ J
CONFERENCE LAM iNE TORN OF IPEK IHSPECnWS OEPM74ENi (919) 249-]+10. MD A REPRESENTAnvE OF ME ORNER.
5. CONSTRUCiIW, uAIN7ENAlJCE AND RCNOVAI OF ALL EROgCN CM7R0. OEWSES ME THE RESPWSBIL1IY OF ME CCNEAAL W •
~' CON7RACi0A, ~r/~•~l
6. ExISnxG unUBES AND S7AUCNRES $MOyM, BOM uxDERGXWND MO ABOVE GROUND. AAE BASCD ON A FlELD SuRVEr AxD y 1
j ME BE51 AYNLMLE RECORD giAWNGS 1ME CWwTACiOR SHALL vERFY FlEtO CQ+OInWS PRgR r0 BEgxxINC REUtCD
8-' D~..r. >.. . /'^'~ ~-" ~ A f CW5T1(uLnW. MY DSLREPAx~S SHALL BE ~POR1E0 TO ME ORNER'S REPPESEx1A71VE IuuEDU1ELr
' v ~ 7. SOIL UNDER BUILOWGS. PA4Ep AREAS MO wININ ROPES /BEATER MM 7:1 (N'. YJ $xALL BE APPROVED, PLACED MO
COMPACTED AS RECONMENDEO BT ME GEO1ECNraCAL ExgxEER. MESE Sgl9 91A1L BE COMPACFEO t0 i14 SIANOI,AD PROGi
x ~. - _ _ MAwNUR ORY DEN51r UNLESS OINERwSE AECWMENOED BY ME CE01EMroCAI ENfANE6A.
_ _: t - ~ . ~~ ~ ~ e. M[RC NAr aE REnANps w7lxx mIS SiE, rt Is THE OwAEA'S aESPDxSewrv fro xEUAxDS ,NaISDlcnox Axp
DlsnaeAxcE PRIDA is ANr cAADwc Acnwlr,
R * DAMAGroADUAINCS[ONSIRUCnON f0R PROTECDON OF ALL PROPER7r CORNERS ANO SHALL REPLACE ALL MARKERS REMOVED OF
-- -- 10. CONMACiOR IS RESPONSIBLE fCA ALL OE-WATERING AS RFWwro MRWdIWi PROJECT CWSLRULnDV,
KEY MAP tl, CON7aAC70R IS RESPONSIBLE FOR ADNEBNG 10 ALL FfaLni CWDInONNG AND MONITORING AND REPORiwC REOUIREUENIS. A
~.re~ t2. A BU4OwG PERUII wLL BE REOUREO PRIOR 10 ME STMT OF AM' GPAgxC ACRAIY W iNE 517E wxICN INCLUDES ME
PLACEMENT OF fal MAIEAML ALL S1AUC7URAL ML AREAS wNCx wLL SUPPORT ANe' BUILDNG OA SiRUCNRE SMALL BE TESTED
° Br A CEATIDro SOILS TESTING IMMATORY i0R LOYPWVCE i0 COMPKTIIX7 YAM ixE RESULTS PRESENTED f0 THE BUILDING
OFFICLLL PRIOR iD Bu1L01NG PERUliS BEING 65UFD. ME REPg775 SHALL INCLUDE THE LOG710X AND ClfVA7IDN Of EALX
LOMPAC710N TEST.
~p PS
l0O' PEI)ENxI1L ~~`'N,„„o ~ 17. IRL uuli5 ME SXOwN ON MESE GWdNG SNEE15.
SiREAM,BUFFER -;--~ T
` ~ 1+. ALL VA1YC BO%ES MD LglEAS, STORM gwNACE GRATES AND WJw10lE COVERS SHALL MEE1 ASi4 A40. GRADE ]SB IRON
AEONAEuEN1S
• ~;:. 15. A µNpSCAPE PUN NA$ BEEN PAONDED Fpt MC S1pAYwA7EA PONDS MO IS LOCKED qN SHEET Lf.B-LL9.
~~•
f6. TREE PROTECTION fENCwG AS SMOwx OV MI$ PL/N wLl REMNN UNRI CO IS OBTNNro FOR EACH LOT.
i, 66
~~"` CTORw DRAINAGE NOTES'
t R
I
I. All 570RIA DRaxAGE gPES SNOKJ AAE i0 BE aA55 nl REINFCaLEO
L ~t d ~ CMCRCfE (RCP) UNLESS NOfEO DMERwSE
I JJ.
tl ~, i- ~{ I I 2. ALL STgWA DANNAGE COx51RUCnOx SHALL BE IN ACCORDANCE LATH ME
I ly ~ 0 70MN OF MEx 57ANOMDS MD SPELN'ICA7IONG
~'Ir Y 3 .d' ( `~{D~~ -r..i ], All CU7CAETE $XALL NEE7 A MININU4 ]000 PA CgIPAE54VE SiRENGix.
`` -,,.-, f :° ~ ~ ' i `'' +, µl PIPE IN SrpAH DRAM SINUCNAE$ SHALL BE STRUCK EVEN wiX
;
~y,> s4 ~ w41DE roux.
~~~` ~ '~-~ r' ~lr T~ -. 2
T ' ~ ' ~ ~ S. All PIPE JgN75 SMALL BE MADE LAM PREi0AMf0 JgNi $EALE A, wMICx
CWFORMS TD MSH70 SPEDFICA7IW u-19A FOR TYPE B RExIBLE PLASTIC
„J' ~r9 ~ ~ f~/~ \ I ~ .3s CASKETS UNLESS OMERwSE NOTED.
,w, AI,~ _
J f _ ,! {y1 , rd' 1`,.4"5.~~y ! e. if~N1EPo0R SURFACES OF ALL Sigi470RNNACC 51RUCNRES SMALL BE
,.u ., .u u AR F AixuRARD u51Nf. YORiM
~ 1 r - ~ I P S F, / r ,_,,,_~ w%ED 10 MANUFACTURER'S SPEOFlCAnWS
,, r. .P 1: S
t '~ _ `U g>~ ' • ~` y V .,7 i ~~~ 7. ALL BAO(fILL SHALL BE NON-PLASi1C Ix NA1U~, FREE FA04 POOtS,
;~ .'.- ~ ~ y ~ „~ Z ~ ~°'i k ~"~ lV LECE7AnON NATTER, WASTE CON51RUC710N YA1ERIk OR OMEN
,~/- _ -` ~, . ,~. ~a,! ~ '. ,E ,,~ ~a 'k„ ~ f ? aB.ECna+ABl~ YA1EaAL saD YAiERUL sNAU BE CAPABLE DF BElxc
~^ r ~ 1 p ~~, e ~~~. ,H ~ A 13~ rA fY ~ at i J*~ - j 3~ COMPACTED BY NECNMICLL MEM$ ANO SNALI NAVE NO 7Ex0ENCr 10
+,. ~~ ro~i Y, 'JI FLOW OA BEHAVE M A PLASnC YAMMER UNDER ME lA4PING BLOWS OR
ij ~~ ~~~ k \ 'e°.. d°~. ~' x •~ '~° A l ~~ v~ ~ PROOF AOWNC.
J
~~ -
~~ ~ ~ ~ ' v' '" ~ /'' r- li N B. YAM ~ OSES ME OWNERS aEPRC5EN1AllVf AS UNSUITABLE
' ~ A,` ~ ~' ~" t.1 ~ ~ ~~' ~~ 'C I F SHALL BC REMOVED ANO PEPUCED win AIrtMLE
{ \ \ + ~\ ~?I. ~~ ~ e+ E l" f S t ~ rv's M t :~ 1' . 7.-~' YA1ERIa.. l
- r,
I
tt \\ P
~I .4. ~ r7 Yt. ti \4 '~' pei ~;(. ~ ice.. J.. ~ O
~~ , ~ _ ,.,`.,;1 (L`I 9. BACKFRUHG OF 1RENgIES SHALL BE A0004PLISnfO IMYEDU7Elr AFTER r
x1A
~(• I~ ~' ~W~'~ n d I ~~ ~ PIPE IS LA10. 7NE flLL MOUND ME PIPE SHALL BC iXd(WGHLY W L..r(
1 ~ ..
A. ~
,s - Ii, ~~`r~ yh, r ..~x~~, ~~Yr CONPACIEO f0 9S % OF ME YANINUM ORY DENSItt OB7AINABIE WM iNE
' ? .. •" ~ ,. ~' ... • ~ r - ~ ~ f ''~ ( I S7MOMO PROCTOR TEST. rXIE FOP flCNi 8 INCxfS SHALL BE COMPACTED 'a U
1° y r
t ..
p C` i rl"""~ ~.;s~S~~ ~ - ~ ~'y~~~ ~ ~, ... TO 1W PERCENT STANDARD PROCTOR CR VER iOMN OF APE% - ~ ,UJS
r ~
t M
W
'" ~.') ~'< A' ~ ., ~" ~~'"" "' I~di( f J'lblC e v t~~la PIS ,-,^-- ,,:- sPEancenW, Q Qm
,.. . ,.
.t ~ i ~ ~'~' rl
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1. A Bu401NG PERUIi w4t BE REQUIRED PAIOA 70 THE 9TARi OF Axr GRADING ACLV17Y ON ixE SIZE wrthe uHlADaNom sipnetl onme cover sheatof These constrvalon plms, IxnD eJl :GRADING/STORM
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GENERAL NDiES:
LM1e vign~wrtsalR~W Mlow a~J(y J~iile'¢aM1m Aar bttn F+iowedvxl oppm~~M Wkly
7RLE PROiECiIOx/4LT 1. A Bq LDING PERNR MILL BE REWAtCO PRIOR i0 iNE SIAR7 OF ANY CRAgNG ACiM7Y UN iNE SITE wNICX INCLUDES ME PUCENENI Di F0.L wiEAL1l. ALL SiRUCFURAI Flll AAFAS MrILN wILL SUPPORT ANY BURDINC Oa SiRUC1URE SNAIL BE 1ESiED BY A Per N~anifnuon: siPien o~~lne ~o,~r:n~a otucu w.:vuno~pl~t
FENCE IiW) C[RiIflEO SDIL6 ICSiNC LABORA7DRY FOR CONPLw+LE 10 CONPAC71Ox YnIX iNE RESUL75 PRESExiEp 10 ixf BUILDING OFFICNL PPIOR f0 BNLOING PEAN115 BEIxC ISSUED. FN[ REPORTS SNALI IxCLUDE iNE LOGi10x AND ELEWiION Oi FA.LX CONPALi10x iE51. Mme- ~ ~~~, o-~;
7. FILL UNIIS NiE 10 BE SNOwN ON GReDING PIMS Ai CONBiRULTION pRAwING PWSE.
3. ALL vALK ~xLS AND COVERS, S70RN DRAKKAGE CR41ES AND WNXOLC COKES SNN.L uCEi ASFN A40, GRADE J50 IRON REWIRENENIS. .tru~Z~'a- ~ elv~omv
4. A GRADwG PERNII FRON iXE EUIIgNG OFfICUL IS R[WIRED PAIgi 70 ANY GRADNIG ON iXE 9iE IN Cb+FORNwLE 10 APPENDIk J (CRAOING) OF iXE ]006 NC BUILgNG CODE. CptIACi dPX ALLEN Ai 9iB-749-3379 fOR DEiNLG.
S. TREE PAO7ECINN! KNLWG AS SxOwN ON 7X15 PuW M1ll RLWIN UN1A CO IS OBiNNEO fbR FALM LOT. .N~tlu mei~B' bispeaionx 6v- y^~-
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DRAWN BY, MZ CNECKED BY: Ei
GRADINGISTORM
DRAINAGE/ERGSIGN
CONTROL PLAN
uArt 4o e~ Vo¢r wcl' !)ato F'i2 Uole _ $HEf7
'- D- X~-~=- D- = G-8
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~ •• WETLAND DAM & RISER
' srRiAN. cNANNEE s NDr
o BE MB
Y I
"
L~
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0 T L BANx
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~ - -

~ ASSE
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N~''
VA
OP OA
i..,
OF TOPSOIL (MIN 1
8
I
......
\e''a _ Nat x IN r w a
E ES cR NE ~
i ~ '~ ~ -
~ ' EMBANKMENT FILL TO 8E COMPACTED TO
95% STANDARD PROCTOR PER D
DPO
pR
SE
GRADE
.,.., \ \ IN c I.
1%J ~ ~ A ~' "~ """ R~`DE ~ ASTM D-698
\,, ITxUE ._ ~ \ EMERGANCY TOUBE PLANTED
\ ~ ~ -_ ~ ~ N ~ NEE BANE ` SPILLWAY PRIMARY CMP TRASH RACK
'- ~V ~v `` ~ 'RDrvF ca T vER SEE TABLE SPILLWAY
-..% ... ,... ,. \ ~ ,. ? \ DETAIE - IN
~ DRAWDOWN ORIFICE FOREBAY DRA
- ,, ,~ A .-., ~ n~ ° ~ DA SEE D
' ~ "' ~ v.. ', FACING 180 FROM M
_... h ~
~„ -- 1` '\ AfA IENANC g0J `~ ~ ~ '~ -
_.. .: ~ ~ ~\ I. MEN ,'.. _ --,
F
` ~ \
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~ ~ ~ ~ 2- _ _ ~~_ NORMAL POOL NP _ - -- --
" ~"^, ~DJ ~ R INV OUT ~-CMP RISER
.,_ `1 .~ ~ ~ ~ -,.... l `. ~ uAI N NCE n1ENi ' -' ~'"..
_ - ` ~, BEE s n1 ~ _ I fOREBAY EL VARIES
' wFaRMA .. -
` lr~ R RIP IN iKM' •"+ ~ "~ _ -~ ~ -
i `~ F u'
"" 4 ANEµsa,-. ~ _-v _- - - H SKIMMER TO RISER AT CA AL VALVE
.~. ~ INF CED CA UNE A
,_« c - C
., -- ~ _ ` To N ~~ ~ ~. Av ~ -_- ANNE ER DE1 ~ ~~ ~ FES «D-CLASS"A"GONG
-_,_~o2N .._ - ~ .;.IW-`rR ~ V,\ ~, iSS~fE - ~ ~ RIP RAP DISSIPATER ANTI FLOTATION BLOCK N
- A,,~A' FLOOOVtAU, ~ ~ ~ ~ _ _6 0 STONE /8' THICKNESS
- '-` ~~ ~ \ ~ ~ AT OUTLET UNDERLAY ANTI-SEEP BOTTOM ELEV.
." , _.., ,' _" ~ - ~ ~ \ :' „~ aTCxUNE wEw A ,~ \ ~ ~ -~ FILTER FABRIC NTS
- -_M ~~ W `~ `~ ~ SEE EROSION CONSTROL ~
~~ `/ ,. - ,, ~ , ... -.. ~ ., ~ ~,~ ~ ~ ~ ~ .. ~- DEOTAILR PER ~~LENGTH
---"' ~"` ~ ~~" ~. _, ,, ~~` .~ '~ .~, ~ SHEET FOR DIMENSIONS (L) LF CMP SPILLWAYIFRONT VIEW c
r<, F ~ -«~
"" ~ - ~ ~ ~ \~ ~ , \ ~4" THICK CONTINUOUS
.,
. -"" - - - - ~' ~ 2 ' -~~ "' LDED ALUMINUM. A PLUS 0.5~ CMP TRASH RACK --
,,. .
- ~ . '. _
I~~ ~~ `~~~sRU,U~ ~ _ Sn~ ~ ~~ (A)'TOPRISER
,~
' FOREBAr-" P "' ,, ~ ~~~~ \~r,- m A MINUS 0.5' BOTTOM TRASH RACK --- 1 -'
_, _ _ ~
r «. ., ~ `~ ~~. ~~ ~ ' _ ~ ^- ~ ~ ACT VA GATE
,.." 1~~ N~ ~.._ ~ - \~ ~ ~, ~ '~"1/``w ~, TOP CAP (NORMAL POOL) _ ~ ~ i TOR STEM
N fib' . _ AISEA SEE DEiaa
M~ROOPOOL ~ FOAE@AY '.~ `2 ~~ ~>S ~ ~ ~~ ~ '~
iYPIGPk F-~
,. ~.., y a
-~~' _mN~~, _~, .. -~ `-. ~ ' -~ ?7), ' , ``~ ~ PERATABLE CAP TEMPORARY DURING CONSTORUCTION
,- ~ .. - _. _ _ v'v C~.~ v~ ~\ ~ ~~~~ ANTI-SEEP COLLAR ;
~ ~ ~ _ AN ~ ~ ~ Y ----_ ._ ~~ ~ ~. ``. ~ N rs. >
-~~ ~ •, ~.~ TOP CONCRETE POUR~INV OUT CMP BARREL CMP RISER I-~'7
~~ ~ . ~ _ 2I2 a ~.. -----' ~„ BANAL
m° ~ GOAEbAY ''., _, _, ~ ~' \ BOTTOM RISER ARREL INV
"~ ~ 4 „273 ~ "~ -_ m \ ` ~ ~ ~ ~ `~ "w„l CONNE® BSKIMMER TO FLANGE
~'
-~~ 1 ~~ ~' ~ -~ '- t A ~ i
>- -._~, ' ` ~, ~~ z70 \ CLASS,.A"CONC.
..._ --- -
~ ~ - ..02'... ~~ ,~~ - .___..... ANTI FLOTATION BLOCK
\ .,, ~\ -. ~ ` ` MPINIENArvCE EAYMEN ^^~^
~, -\
~~
/'/~/~ ~~
/~ ~~
,
~,. ~ ~ ~~ / `~~ ........ _ RISER ASSEMBLY
,275 _. ~ ~ NTS ALL
.... 2$ •.. s 1 rf ,,, ~' ~.' ... DESIGN TABLE
... -. _
.- ..
.2$~. T dl ~ .. ~~.
_ ~ "'~ ,
_ ._._
_ - ., _._
~ 29O .. J`. ~ "._. ~ ~.. __. ~' :~ _ ,.-• -' PLANT
~7d ~ ~ 10' O.C. 0-1 AI I OWABLE PLANT SPECIES
' ~ J SPA ING _H SHRGB
BMP ~-CONSTRUCTED WETLAND RHODODgNDRON00EAH00B8EYE,EAND SWRAMP IROSERRY,
E _..~ ~\.... ~__. ...... 5! ......... ..
'• ~ \~ `~.,, ,• 1 tP OVTt?!pr ~~P --~--_- ~,. v ~ ~ ~ ~~~\\ HERBACEOUS: 10' O.C. i-p' ARROW ARUM (0.RROWHDEAD,
~' \ , ~~ - ~ ~- Jdl d -~, ,~' EaSEMENr " , GRAPE FERN, LIZARD'S TAIL PICKERELWEED, ROSE MALLOW,
- \ \ ,1 ti\ ~` ~ e ' NANCE EA 1 y ~ v.Ma'iENAUCE \ l GRASSES/SEDGES/RUSHES CARDINAL FLOWER FALSE NEttLE.
~_~ ^ _ ~• vv~` ~"" I - "E ~~__ j~ ~ d ~ ~ ~ ~ ~ i' _ -- ~~~ cRASSes 1a Le Ac D souTHERN BLDE FLAG
~ p1~\ , ~ - X75 ~/ r `N~ \ 1_2 STEM BULRUSH RICE GUTGRA55 RIVER OATS, SMARTWEED, SOFT
n. _ COMMON U H WREG ASS AND WOLLGRA
R SS
~`` s ~, ~ a L LL~ ~ ~--~ 5' O.C. 2•+ AQUATIC HERBS
~`'y ~~ ~pE~ .,_ ... ~~ 20,.p~ ~ .,_-'-- ....5. ~ "~ ., :,; ',y7 ~ `.~ °t ~~NR~ ''„ .. S~ED CAN BETUSEDLY~ AND WATER LOTUS
~...., L ~ _ ~ I ~O .~ T .`., _. .,
/~ ~. .. 2~r - - ' N
u ~ „ ~ ~ I. v ~ ~ - GENERAL SITE NOTES
\ ,
\. pS BMP 7, ~ ~- _,..
F 8-
' pi ~ I k) FOAEBAY 4, - N7 3]9.0"'
k~~' , '~'• " ~ h0 ~ tuND '~ ,' \~ 1 ~ \ 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
'` "` -... "" ~, h \'~.. EQUIPMENT, ETC. THAT MAY EE REQUIRED.
~` ~" _ "" _ ~ CO TR TOR OTE T T T E DRAWINGS A E CHEM TC N N TUBE
- ~ ..• ~ 73 - ~ ~ N •l ~ 2. THE N AC SHALL N HA H R S A I I A
• ~~~ ~.% / ~ _ ~ ' ~.. ,. ., R15.ERSEEroE E y ~ ~w ~~~ \ ~ - REOHEOEN~NEERO AND~OR OWNERWD75 CA~MSANY FITTING, ETC. THAT MAY BE
'~ ~ i ~ ~ RDLE IN THE CONSTRUCTION MEANS
/{I
~`,p,~ _N` 1 , ~ ~ "~, ~ _,~ THIS SMICROPOOL ~„ ` ~~~' ~' ` f ` ~ 4NDCON TRAOCDTOR SHO LIAiM AOINTAIN ANE "ASR RUILT EM
~ ~' - 1 ~' S _ ` `'~ Ei OF DARAWNGSTTOSRECORDN THE
`'~ ~ __ E%ACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRANnNGS SHALL BE
~\ 1 \, ?8p ' ~~. -`" '"~ ~ \ GIVEN TO THE ENGINEER UPON COMPLEnON OF THE PROJECT WITH A COPY OF THE
\ _ ~ '- -~2 '"~ -,._, ~~t ~ TRANSMITTAL LETTER TO THE OWNER.
'` 1,. ~~ ~ ' l 5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED
~, r, ~ 8 ~ ~ ~ NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
\
~ ~," ~" ~~ ~ \ ` `, ~ THEREOF SHALL BE SUBMITTED TO THE ENGINEER fOR REVIEW. NO DEPARURES
l
~ \ ` 2, ) \ ,,,~ ~ \ Q~ '\ ~ FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERM1590N
_ ~: \~~ 5 ? , OWNER
OF THE
`- „. _ u aW.c~~~ ~~~~ ~~ ~ ~ ~ ~ ~ ~ 6. THE CONTRACTOR MUST, Ai ALL TIMES, KEEP THE PREMISES FREE FROM
~ `,ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM HIS EMPLOYEES
FOREBAY DRAIN
TAI
NORMAL POOL (NP)
FOREBAY
MICRO -6' BELOW NP
POOL \
~ ~" -12" BELOW NP
i
q67
\ oo ":ov STONE l
°o /~~
6 PVC g' PERFORATED PVC
1"-
V °peR7y'~~ ~,. ; 6Q ~ ~ OR HIS WORK. Alt DEBRIS SHALL BE REMOVED FROM 1HE PROJECT SITE ON A DAILY TYPICAL SWALE DETAIL
2 ~ ~
~~ MoD-m ~`~. o '. ~ ..' ~ ' ~~'""r BASIS.
Fy '' ,•. - - .,..,. FlOODVUw '- .,, ~` ~~ V '' T v; 1 ~ ~ 7. ALL BMP RISER STRUCn1RE5 MUST BE ONSITE BEFORE THE GRADING PERMIT CAN GRASSLINED _ _
~~ ~ •
^~ ~ Sv i ~`~_ 8 ~ i g ISSUED AS RE UIRED)
~_.. .... .,.. - A _ ~ 0
~~~ A '..': --~. ~ ~ ~ ~~ ~, ,8~ SKIMMER~TO BE REMOVED AFTER SITE CONSTRUCTION IS COMPLETE. ~ 3
,, --F '' S '' V ' , ~ ~ i '~, ~ ~`, 9. WETLAND WILL REQUIRE MAINTENANCE AFTER CONSTRUCTION SEE A ``4' v >i
`'" ~~ f Y ~. sr ~~ -~ `-N Y ~ CALCULATION PACKAGE FOR OPERATIOn AND MAINTENANCE MANUAL NT$ ~ xc GAm Nomx6
lA. `: ~ 10. ALL EMBANKMENTS OE BMP WILL BE REQUIRED TO BE STABILIZED WITH JUTE ~ 5 ~~~~~~~ T
... , \
~~ ~ ~ \\ ~~ ; ,_MATnNC IF vecE7ATIDN CAN NoT BECOME EsrneuSHED. ~SEEDEDIMULCH I.oem
.... .. ~ '•. sEE sr ~wRE ' ~`~ "~ , ~~ ,. `~ ED PER TABLE.
„ 5~' ,
~ `, Fyr lY wroAUAr HEE7 t`~iPF~,. ~~ ~ rl_ ou7FAU LENGTH wcLUDE FES EENCrH LINECHANNELWITH NORTH AMERICAN
_~ roR Rlv Rav I MAnoN ~i~~~ ~ ~
EuEacENCY \ , ~ GREEN C350
~L~~`,,~
~ ~ SPILLWAY ~ ~
~,
v GRAPHIC SCALE
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,
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". ~ ~ ti
\ ~ y'. \ \ M l~rw ,ponce ll~ic PI'u i~p De¢ publrc Wahs~56E ob I< (IN FEET
_ ~. _ __ ..BMP 2-C0}" _ . _
NSTRUCTED WETLAND " B'°"°°'~""°" ~ 'p~ "°~~- ~ "°°" ° ~° "
PUNT
AREA DAM
SPILLWAY
OUTFACE BARREL
RISER TRASH ANTI-
DRAW DOWN ORIFlCE
BMP 50 TOP ELEY LENGTH SIZE L FT D Fi INV OUT COLUR SIZE TOP A INVOUT BTM RACK FLOAT SIZE NP bw AD°
BMP1 ~ 277.0 27fi.0 15' 36' 74 45 210.0 5'X5' S4' 274.5 270,0 269.0 80' TXTX4' 3' 273.0 272,3
BMP2 ~ 281.0 280,0 20' 24' 07 54 271.0 5'X5' 48' 2170 271.0 2700 54' TX]'X4' 3' 274.0 273.3
-ALUMINUM
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PROJECTk; OS-0066 DATE'. 7~}07
DR AN7J BY; M2 CNECI:EDRY: Ei
TITLE
BMP1&2
DETAIl.
BHEEE
G-9
rc~vc r~ ~~d~ l ~~3 ~

' ~ ` ~ s ' - ~ ~ WETLAND DAM & RISER 3 ~ ~~ $ b
' ~ _ ~ ,. "` ~ ' ~ ASSEMBLY g OF TOPSOI (MIN) a
I
l 0 v~ N ~^ ~ :~ /'~ TOP ~OAM-= ELEVA iIDN~". L f-i ~ c~'Z'0~ R
a Q~P~i
~ ~ ~ ~ ~ cQl EMBANKMENT FILL TO BE COMPACTED TO PROPOSED ~ ~ ° °`
/,)
'~ \
s } FES c /j ~' 95% STANDARD PROCTOR PER GRADE r~1 13 U F a 3
V1 • o
s T I ,, ~ ~.' t > ~~ ' ~~ ~ A M D-698 EMERGANCY h '
' ' - ~7 ST TOUBE P nNTED
I. "~~ ~L /~ // / SPILLWAY PRIMARY CMP TRASH RACK L ~ -
~/ o
~~ - ,ry ~~ ~. SEE TABLE SPILLWAY fOREBAY DRAIN ~ '
4 ~ ~ ~OU7UNE,91na % '~'/ ~ ; '~ DRAWOOWN ORIFICE
rn' ~ 'NTENANCE EAS~iwEy~'', / ~ - ~ r ,~ FACING 180' FROM DAM SEE DETAIL ~ „
~z6 ~, FOREBAP ~ [ ~/
_ ~ '• ~~ ,L 11Yy ~ ~ 3
a
~, ! +~ p ,, X`~.~ ~~~ ` INV OUT 1 ~ _~~CMP RISER ~~
c FF~'~~"'111
~ ~ 1 1 ~e~` ~ ~8 •,11 ~ ~ ~ - - I - : - ~ F_OREBAY EL VARIES
Q r~
~~.' , ~, ~ ~ ~ t " ~' ~~ ~ ATTACH SKIMMER TO RISER AT CANAL VALVE ~/1
,,
2S 2 FES D CLASS"A"CONC.
` ~8 ~ ~.
1 .~ ~ ~ ~; `~9 a ~ S' q ~ ~ ANTI FLOTATION BLOCK
->~ ~ ER'SEE OETAn~ ~V "' b~, RIP RAP DISSIPATER
~ SIiEEi ~` v ~ ~`"^ AT OUTLET UNDERLAY 6 DSTDNE/B' THICKNESS
TOP ELEV. 1~
1 l S '~ ~ " win `", WITH MIRAFI 600 ANTI-SEEP BOTTOM ELEV. - `I FILTER FABRIC ~
>\ ` \ COLLAR PER III i
~:1~ ~ ~nsgocoBL. ~\ -~ SEE EROSION CONTROL DETAIL ~---LENGTH NTS
- ~ ~° ~ ~ ~ ~ ~ \\ ~' SNEET FOR DIMENSIONS '
' ~ .. (L) .SPILLWAY FRONT VIEW
~ ~ ~ . " - .. _. ~'~ LF CMP
:~ , ~ ~~~~^ ~~ F09EB ~ ~r ~ ~ 1/4" THICK CONTINUOUS
``" ~' - ~ ~~ rrvknq ~. ~ ~ ~ ~ ~` ~`~-'~~ WELDED ALUMINUM. A PLUS 0.5' CMP TRASH RACK---~ - -~~~~~~-
~~~ ' ~r l~ ~ ~ ...60 ~ FO fin? '; (A)' TOP RISER I
~~~ ~ ' ~ } ~ x?6 ~t I ~' I l ~~ m A MINUS 0.5' BOTTOM TRASH RACH -~- -- ~-'
•~~„_ PI ~B ' ' I ~ - ` CANAL GATE
~~ s96 sreucw '~ .. ` _ ~ TOP CAP (NORMAL POOL) - ~~ACTIVATOR STEM
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~...
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<.~,,/ ~~~ "'.~ „~`.' -.' ~ ~~ i - ~ -_~-~,Qy. ,...^ N.T.S. -
UR IN RREL CMP RISER T }-
or reE wANNEL a Nor TO eE> % ~ ~~ t, ~,. ~ ~ ~, --~ TOP CONCRETE PO ~ V OUT CMP BA BOTTOM R]SER -"---' ~~" CANAL
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y _ GE
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sti SX,Z ~^~ .,~.z ~- !" CLASS~A"CONCEIN
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A
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/ ~ ~ CI~{dJNEL DER DETAIL
py {., ..~ ~~.
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' ~~~ ~ `~ ~ ~ RISER ASSEMBLY
I
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- ~ ~- -PEINfpRCEMENI GER f(JYJ7Y~E/3kEN7 - - MNUM
"``- -R ~~' DESIGN TABLE ^
___ ,, - BMP 3-CONSTRUCTED WETLAND
PLANT DAM
AREA SPILLWAY OUTFALI BARREL RISER TRASH O
>- COAT SIZE NP 1NV 99'
_ ~ BMP SOFT TOP ELEV LENGTH SIZE L FT FT INV OU COLLAF2 SIZE TOP A INVOUT BTM RACK F M4 DRAW DOWN ORIFICE
_..__... ' 'I BMP3 19500 265.0 264.0 15' 24' 76 42 256.0 5'X5' 48" 261.9 256.0 255.0 54' TXTXd' Y 259.0 2525 = F'"1
~`"' 0 BMP4 33800 2680 267.0 15' 24' B6 52 260.0 5'X5' 48 265.9 260.0 259.0 54' TXTX4' 3' 283.0 2623 r ESE U
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f ~ ANT R RAIN 9 Q '
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ns 8 S A IN _
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H BG ~ O
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RH w
-~- -.., c '~~ / '-_rp ~ uR`4AIxTENnxcE QpODBNDROND~ A 0 NORMAL POOL (NP) _ ~ R: V_,~
\ ~' ~
~~EASEME HFRRgCE0U5 (MIN 1 DIA1 FOREBAY i f+1 ~ U F2prv
/J~~ •~ / ~~~ 015 0-P ARROW ARUM ARROWHEAD CARDINAL FLOWER FALSE NETTLE MICRO ~ 6 BE 0 T` y ~{ any
'~ !" - / • ~`~ H GRAPE FERN LIZARD'S TAIL, PICKERELWEEO, ROSE MALLOW, POOL ~ U ~ 0
' ~' / ~.,, ,- ..>" ~, ~ ,__ ERBACEOUS. 10' 0-0. I-2 l- 12" BELOW NP ~ E,.I z~S
~j r / -- ~ > l - ~ ~ > t SOUTHERN BLUE FLAG ~ Z
/ ~~ -~ ` ' GRASSES: t0 LB/AC i a w¢~
` [N ~ ~ 6'S7 ~ ~ OXµ;
// ~ svILL ,`'s~ pl ~ fRA /S D /R SH $ o0 o°o STONE iJ ~-.) W O a~1
`. MMON RUSH ~ LL
~/ r ~.X;'~'' ~ ~ 2,8 ~'" 0_{ CO RICE CDTGRASS, RIVER OATS SMARTWEED, SOFT oa ~i 'o y,,,l ~ ,~7., y3tt
~ ~ ~~ ~ i ~ ,~ ~ 26 ~6 ~ 1_P' STEM BULRUSH, wIREGRASS, AND WOLLGRASS ,A,., `/>/.. Ani. ~~~ fDREBAY ~>i.~ $ i5' (~~ y~ O
r~
`e~ ~ ~ ,~ ' _/ ~ ~ ~ 2.~ AQUATIC HERSS 6 PvC 6 PERFORATED PVC ^ w mF'
~ ~ 5' O.C. COW LILY, WATER LILY, AND WATER LOTUS i p. mo
- .JN
i \~C % J roREBAr ORArcf ~ ;. SEED CAN BE USED FOR GRASSES AND HERBS E U 7 ~
~" ,, ~ ~ ~ ~ 7YPIC ' W
' I / ~~~. ~ ~ t. 4
~~~ ,%~ X60 ~ GENERAL SITE NOTES ~ W
~ ~ ~ ~ 4 ~ ,' ~ ~ ~ i THE CONTRACTOR SHALL OSTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS ~
~ ." l~f'~.,r ~~~'~ ,~ EQUIPMENT, ETC THAI MAY BE REODIRED. ~
_ ~ I ` ~ ~?'~- qRM EOREenr i 2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE
"'~'-~-~-- AND DD NOT SHOW EVERY OFFSET, TRANSITION, RTTING ETC THAT MAY 8E
(,j ~ 5~ ~ ~ ~ ~`Ol REQUIRED FOR A COMPLETE AND WORKING SYSTEM. o
,, 1 ~` ~ ~y~OC'~O ~ ~ > 3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
/ ~, I ANO METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH M THESE PLANS.
/ ~ ~ !
CONTRACTOR SHALL MAINTAIN AN '
~ ~ J XACT LOGA-ON OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE a 6/6/07 SbEC COMUENrs ~
rj ~ V~ ~ ~ 6 ~~ RISER SEE DE ~ J I j / • ' iRANSMO iALELETTEREEO SH~NOWNERL~ BUILT" BET OF DRAWINGS TO RECORD THE ~ liEV1910N5
/ '~ ~ THIS SNEET,".
-. ~ + `;<r / h ~ r~, l G ETION OF THE PROJECT WI1H A COPY OF THE 'o
(1 /
AV ~ 6fgb MICRO~gOi (, -- ~~ NECESSARY BYR THEE CONTRACTOR,CDETAILSNOF OSUCHA DEPARTURES ANDE REASONS o
~~ ~ Y~ ~ THEREOF SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ND DEPARTURES
""~ ~~ ~I > ~ ~ FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION
off, ~ BM,,, ~ ; ~ of THE owNER TYPICAL SWALE DETAIL
` ~ti6~ Nv,3€a.o' ~ 6. THE COMRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM N
~~~ ~ ~, ~ ~t wEJLAND I ACCUMUlA110NS OF W0.5TE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES GRASSLINED 4
s // (0 I OR HI$ WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY
7 z
'~ ~ ,n / > ~ ~r 1/ BASES. ~ 5 _'
,," ~.. ~ ,, 15wAiE ,~ 7. ALl BMP RISER STRUCTURES MUST BE ON$ITE BEFORE THE GRADING PERMIT CAN Ekw
i i % I ~ LCTfi ODADfi6 DATE. 1.7.D7
~ ~~ ~ vORE6Ar ~ '~~' i ,. _ BE ISSUED (AS REOWRED). 3y 3~~
~~_ 1.5 -
VIEW A ~ ~ ,,+N, T S. SKIMMER TO BE REMOVED AFTER SITE CONSTRUCTION IS COMPLETE. ~ _
,~ ~ S _ i DRAWN BY: MZ CHECKED BY, EI'
.. ~ ~ . ,' i i ~ gnlCNr / >~ ACHED
9- WETLAND WILL REQUIRE MAINTENANCE AFTER CONSTRUCTION SEF ATT
~ ~ ,~ - NTS xc cxm xamH <
CALCULATION PACKAGE FOR OPERATION AND MAINTENANCE MANUAL ~ s D T ~ TITIP.
.~ ,1 - .' 10. ALL EMBANKMENTS OF BMP WILL BE REQUIRED r0 BE STABIU2ED wl iH JUTE SEEDEDIMULCHED PER TABLE
MArrING IF VEGETATION cAN NDT BECOME ESTABLISHED LINE CHANNEL WITH NORTH AMERICAN t $MP 3 & 4
TES ~ ~wy1~-~' /' ~ 11. OUTFACE LENGTH INCLUDE FES LENGTH.
Lp GREEN C350
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TOP DAM --ELEVATION'
EMBANKMENT FILL TO BE COMPACTED TO l~ PR POSED B 8" OE TOPSOIL (MIN.) .~
0 I
95~ STANDARD PROCTOR PER I GRADE AQUA-C SHELF
ASTM D-698 EMERGANCY TO BE PLANTED

SPILLWAY I PRIMARY CMP TRASH RACK
SEE TABLE ~ SPILLWAY pRAWDOWN ORIFICE FOREBAY DRAIN
FACING 180' FROM DAM SEE DETAIL

/
1 NORMAL POOL_ N_P ,_ ..,._~_._ -_

~
INV OUT ~--CMP RISER i
FOREBAY EL VAPoES
F ATTACH SKIMMER TO RISER AT CANAL VALVE
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FES p
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6 gSTONE/8' THICKNESS
AT OUTLET UNDERLAY TOP ELEV. - -
II,
WITH MIRAFI 600 ANTI-SEEP BOTTOM ELEV.
COLLAR PER -4 . , FILTER FABRIC
SEE ER090N CONTROL ---LENGTH NTS
DETAIL
SHEET FOR DIMENSIONS (L) lF CMP SPILLWAY FRONT VIEW.
/ _
/ se
2~~' _ R[EO GRASS uxED r I -- ~ --"
54
ER DETWI ~ F
N
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-
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MR~ RENFOacEMENT
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ALL CMP TO BE CMP-ALUMINUM
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BMP 5 CONSTRUCTED WETLAND DEBIGNTABLE
- --

~ r "~' ~-~ "~~~~~~~~~~~~
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( p qN ALLOWABLE PLANT SPECIES DETA~ _

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j SPACING DEPTH SHRUBS
10' O.C. p-Y BUTTONRRUSH, DOG-HOBBLE. ELDERBERRY, INKEERRY,
RHODODENDRON, SEA OX-EYE, AND SWAMP ROSE NORMAL POOL (NP)
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~
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6 PvC
'/J ~ ~ 6" PERFORATED PVC y
AQUATIC HERBS
'

J
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/
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x GENERAL SITE NOTES
~ ~
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h~ ' 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC. THAT MAY RE REQUIRED.
C ' ,
,
~'
^ Y /
' /' 2 THE CONTRACTOR SHALL NOTE THAT THE DRA'MNG$ ARE SCHEMATIC IN NATURE
I
~
~
~ >
L
/
'
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I
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THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
3

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A to ~`
:~ 4 !
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' ~
~' .
AND METHODS ASSOCIATED WITH THE PROJECT A$ SET FORTH IN THESE PLANS.
- .
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4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET DF DRAWINGS TO RECORD THE I
.
I ~ .
FDAEBAY DRAI l
,. i
TwICAt ,
7 ~ I
~ ` ~
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
r
~
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.
i F TH
GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY 0 E
,
;
I I~I -
~ RISFR
SEE IL
,ixts 5N ~ /` , ~ TRANSMITTAL LETTER TO THE OWNER.
-- ~ ~'! MICAOao~Dycc~N~ h~ ~ - /
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'
~ 5- 1F DEPARTURES FROM THE SPECIFlCATIONS OR ORAVnNCS ARE DEEMED
DEPARTURES AND REASONS
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P
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NECESSARY BY THE CONTRACTOR, DETAILS O
THEREOF SHALL BE SUBMITTED TO tHE ENGINEER FOR REVIEW. NO DEPARTURES
P
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L III \s
1
L ,' s ~ ~ /
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EMERCENCv MISSION
E
FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN
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MDLOAT ONSC OF WASTE MA1FR Ai~MOR RU881SHH CA USED~BYFREM FROM ~
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.~
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i BE ISSUED (AS REQUIRED). ,,,3;1 3{~ ry~9 1.5
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8. SKIMMER TO BE REMOVED'AFTER SITE CONSTRUCTION IS COMPLETE. -~;;-,
g, WETLAND WILL REDUIRE MAINTENANCE AFTER CONSTRUCTION SEE ATTACHED NTS xc cRlo xoxrx

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CALCULATION PACKAGE FOR OPERATION AND MAINTENANCE MANUAL IN.o esl
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2~
`' /~ ~'--~ - [
~ ~ ~ ~' ID. Au EMBANKMENTS of eMP WILL BE REDUIRED To BE srARIUZEp WITH JUTE L SEEDEDIMULCHEDPERTABLE
MArnwc IF vecETAnoN CAN Nor BECOME EsraeusHED. LINE CHANNEL WITH NORTH AMERICAN
~ S
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