20070130 Ver 1_Site Plan_20070122

~
REVISIONS
ear iRAME ro TTJP ro HEAD '9twrARY 9EwpF" ~ tTISE + ?ARr N0. ?
cASnNC a IIEOT)) ' tOUir OIN.'f) t3 3//• 1 Wliea-OS 31 ~"t/!r
C ~(aa TO? TO 11CA0 'SAMTNl1' SEM:k' 1° W1Sea-10 3 3 a
SCCURC CASIMC ta11FALL3i pM,y) 1 1 Y-tYS/-ib a t a W/MORTAR ~ g" W111N-40 4 3 a
4 1 W19ea-4S S 1 a CASTMO !C Wltpla-30 S J 4 ~a
a • M/MORTAR r w w w w • w w • 7AM 1 W19N-3J e 1 a t4) THE OItC Ol'$
• w • • • a' W19Ba-/0 q 3 a w • •w °'w w e PICKHOLE DETAIL REPLACEMENT RISER RINGS ~ A101E iT91 ov I~
~ w w w • w e • r ND LENT Nd,G4 f011 OOYEM V!D ee ua
w N STIMEi ANO 4 NaES ral tXIVEDE{ . ` PIKCAST ORADC !SNOB ARC ro eC >!J tea' oIITlgE STREET. THE ETICFJITION
~ ~ L ro T1S3 Is wIERE MANtNEES OaKD USED TNRTI PCSBeLC AND ApdiS1E0 ' ~ ~ ' : MiH elSaf k kORTAR COURSC. ~ O:I,IECT Sit11Bt RIMOFI' NI ilElA
fRL ,tOR1T3 full TNTM IiDN ~ PISL'CAS'T 01AOE I~ ARE ro IE NCSSTT, M TNIS CASE, TIME NK 4" OR 9" PR[CAST 51Rp1OTf1 tYP[ M Ma1TAR k STRNQ: USED INIQI POSSIBLE MID AOJU31tA ro SE NO PENT NOTES NI OOVAF,
GRADE LIMOS - FU131191SOE ! WT SSiM INCH 4t MdtTAR COURSE. ~4 3/1' NA>MAUIt Or t2" r FlLL JONiTS FUII MTN FNON
a oR r tNEECAer sTRENOnI T1PE M taaRrAR rw sNnNE 13~< tt• ND1[S: T4RNMISC AOD eASC SEALANT APPIIEDTOP GRADE ISNAS - rIUSN AISIOE 410UT RISER SECTION OP Ca9s 5[CTI011 MAXN9M OF t4" ES 7/er iRAME MIENi11T s 115 185.
• I' ALLOMEO U!E AN APPR0IED IRTLBMIOUS RISER RBNi iMEIONT ¦ SO UiS, ,~I '~t ORIEIlT9SE ADD BASE >1EKM1T APPLRD TO TOP CaYER TVENRIT ¦ 13S L95. y"
: • BASIC RiSER RING CroIF ro iSSEA SECipN OF CONE SECTION LOAO AATRIG s NEAYY OlT1Y COIITRA "'''a.
LOCATE STEPS ' ' ' d MATERIAL s AS1M A /e • + r, . : e7 II!' CUSS 3D 90' FltOM OUTLET ' ~
PMN+~E.~S eT ~ i4 ~~i , USE EOCENIRIC CONC ~CONT~A X10 ~+,t, t6 Wa' ~1NISi! ¦ (RICOATED
Ps1-Pr OR EO~UAL ;•i;' ~ SO' IRON OUTLET i 2a' IiODEL s ViIICAN Y14tlhlD NEETRNS A9TLI, ca7e ' 9rEPS er u4E EocrolTRtc c~NE OA VUICAN YTB95 9S 0 ' M.A. NIOUSTRIE.S, INC.
PS1-PF OR EQUAL `'~•r • 4 3/a° , , . IBRNO AS1M. o-aT6
' ••a ' ALL ATINTTI ro eE r s o M~ ~ COVER FACE : ~ PRpoR~ Iur1t RUBIKR AS11C TM ~p1 M ) J.
~ ; r' '•''r''1 OAeKCT 1KEt910 MSNro N-1118, ' 'y'et 1,:; JOMiS T N o p t/N r. .'r', u' ASiM. 0-990. RO SPEC , kr ALL ro R 410 PRErderx?
NOTES: ' w ' 1 .~-'~-DD21b 210A ' ° '1 Y'' ~~f ~TrT. RtN~ (MA9TNi) ~ETRIQ ~ ~r t. ; h' , t ) NOTES: ; AAalro M-196, ASTII, c-940, FED SPEC ~ ALL SFTiMCC IATERAlS Mro * 1. All LATg1M1{ Mro ~ ~ , „'r' ~ 9S-S-00210 t210A)
t 7J1' MANFIa,E ro eE care DRILLED A M ''i~'~' • .ti AND ROOTED. ,o it , rah ANN Tr) eE YV1K V.Mif~Y , t~ d'~
MAJINAIM a' ~ , NANNac ro MEET ~ !;"x• FRAME SECTION r~AGNRIEO ' 4, . DEPTH ail MANtIOLE fir' ~ ~ txOUFIEMOITS ar AS1M. CaTTF, 2 MAX6NM OEPTN a' dA. MAMNOIE , ~ a a VE' 2O' T AA9Nro~M-199 • ' WLCAN SURiAGES.
a ALL sAM A1rr xr1EIF MAH- ' MAINNAE ro MlET ~ ear, COVER SECTION HOLES ro sE VACUUM 1E31E0. ~ ~ ~ • ly; I ~ .;4:, • a';
~ . ' AA9iro M-199 ~ O t METRIC : ~ SO aTa yr ~ a~i o ~ M a
A~•0J0~ . t~ ' ~~,::~°:L.'',.+ IpStlt NRNi ~
'LOPE al aIANNEI 5 A xatrE ~ ~.NA19~EL • "'r • . M • ` ` 11910 MAMIOLE • YdJT iNR{J MANNaE • •t ryr; ~ C •C N NNj W
O.IO' TALI. UIR,ESS • , • F , • ` A 0.10' FALL LNStSS ~ ' ~ ' J~ SNONN OTIKRMISE I SNOMI OTIiERMISE . i''• L i r. W'
ON PLANS, 1fKCAST OPENNO REOUMIEO fal al PLANS, POUR ^ M.:. ALL PS+Q. TO SPRRKILRIE , 4 ' ~ r REOUIRFDPIPES. Wig/ Q~ CW V~
' SEE PLANS r01! PSIS SG'>ES OF P6'E , , ~ „ SEE PLANS Fal PIFIE SIZES " +h 1 dA, ANCHOR NNCMI ~~Q+r1 ±r D. ~
AI" , ~ ' + 't ` CAST-M ~ eASG NaES i~. ~ ~ ~ X ~ V N
` NOR: USE r EKTENOEO ONOUT ANFRAAR ! AERIFOACflIEFIT OP BAS; BASE T91EN TOTAL MN OPENSFO i ~ er NC PE ~ NEIaIT [XCEEAS 12' MOTE: U~ d' EXi0i0E0
'f' ; SET MANiN7LE pl, I ~ " BASE TSaEN TOTAL MH Y•1Bte-B'~ G a~i i t
Nl 9' ro fY ~ • HEICIIt EXCEEDS 12' W ~ z
~°7 STONE' , t0~"',~ ~ FRAME TOP VIEW COVER BACK ° SEE SPECII i'al 11tiRIDATla1 ~ wvY 3a 0
MPROYFatDIT ValEll NtIDfD 0 ~ p I G ~
Precast Concrete M nh I If I over a o e Manho e C Do ouse Con r M I c et anh
e oe No Scale No Scale No Scale V ~ ro wa >a
w ~o
~ ~ n
tJ) f0 ~ w
II II > o
sNAPEB TNVEtrr a Vu r
. pal
i } 'B
f 1
utJTFER sTT~ PiMroN aRADE
o .Yr 11KNCN VTdTN ,,~:•1 '
~N~ csEE cawln ? ' ~ ~MIMi11.11~1,1brlSiLL 11,,,
(12 LN'TS MA%.) (1Z" LN13 MAX,) 1
Taw,9 Iur NAaT NUIROAI iNLE11T 0 SNCV o 'd a~ z:~~
~ , ur ~aa uacNO01'taA t~ % TNaa+ wu NAr RAic MIL f~aLE RueBER BDDr 4 MMCIwLE ~ TNBI011 NoK coNiRwnlo i SrtiS,al v 9 a s Wla"i~"'a LI e ° AsTM c923 w TAR9.~ rul xmr.NNS +aarol+ ~ ~ tlllrlRl sTm. ~ a OEaREE SIAPE M
u 9101E. (tNMA NII9PNIT LA Rt1rcN111t[ BANG ANO CLAMPS ,~,~.Oa `4,
~ ala ~ BAA!~ SECTION ~t,~~ ..r fytw r.N";` ~y' +S„~ 6° NMI.
"•`~•".:ii 9e.a'r s W (e' UF1S) 9° lATI r, N iBiL
lv ~ ' 5•'c' ,dy.,a,l.. ~ EXiUIDEO tFASC MlaE-~ •,,`4 tw Zyyn'jV'M~+'~; } ,rt ~ y !rw ' CALLED fOR ON PLANS ,J+t~~tlllli~ 1 `
,.",~..~+.^n` .e~., ,r tb, SIOPE Or CNANNEIrO.ro FALL NoTlc
` 6' t7:T0~0 IASES IS:TiIAIRD ON SPRMO LNK ( All 4' M,N; {OVER 12' 0lEP. a
ryr .flf.~i
~ iI Pie nnect~on Deta PIPE aFAADE o~ x
No Scale e' eTIA01Na ASTM 0416, AASNro M-aJ) +d
.~~.VpRN RILL LINDEN b/6 4' FAiL J Or PIPE O:ASS 1F-i) ~~~n~ A
SEE NOTES ~ . 90TTOM OF PIPE ~REpINACD RIIEII + ' , a uw, ~oxo nwm. N • ~ YAtYt ~ Nb N ro ~ Wtlt D? W c aA~ A oawcYt (3eao n ~ ~ an>,
~ ~ as ar P ` NTAUMAI SIDE LIP ro 36° ALL ~ noMS NFE uNSrABLEr cLA44 c aAS4 B D e NBI. F,~~; sNAU eE REawRw iMRTI >r as Or P tE' eudaET ~ tTGR7lS mPE u crTT+E ~ 2 k SMALLER 4 it r« MMNh« hSMIM ~MM NIM MuSIS, IYNrlalar rrN M wwrlll h'INI 9a Salty r•w N Na +II~N sIN MeeMS. Sal CON01110NS IJIE UN9TABlE, NAXB6M SEOE CLE TO aP d,AYAiG iXIND.) tLATA1O CQIQ1 ~ ~ e L IU Halo a b144«• 4' «1~9K k M nll M Na kAlhl ti•+k141r
~,i f ! ~ • NA10iRY pM1,Y, AIC„ !3141 i/~M'~
PVC Pipe DIP Pie ~ MINIMI~ihN9 ~"'~M 9 MOB ,r M «al.~+» P ~ ri A r w
r, ~ I..~..i...~ ~
T ical Tren h D ~ r~ c etails
No 5cole • ~ ri"Nr""i,~ir' °*N1N°"" 74" w4w-a t ~ ~ PLAN ~ ~ y (n A F- C J z
FIB-T1.FRo .n« oawa~w «R+ BeN uTM anB-91 N+N-TMM enw all» «N+ 99N MQI Da96s.94 9 ~ o ~
+
~ + A a ~A 0 ~ w W p
W ~ ~ . O ~U
f ~ wax ~ ~ ~ a N
. ~I ~ St. ,w,~ r ~ ~ o ~
rl '
0
~ w U1 ~ +
tv A la'
E4EVATION ~ ~ ~ p~
~ r , r-r +,w e""D1E ~ OalaalE PA9 d rk ~ a~
o taro ~ N
PFR NI N ~wKF~I IT~Md9TWRp F. SPro~uNE cam' t ~uu ~ carrM;r ~ ow C'~ a ~ tU
~ NN1TAtLfD NBOE A vILK , ~ eoz wRl 'slrar rexR, pawns a recwunwc~ pant rrrnwwwu•
N ' ~ ELEVATION • CLEAN OUT IN ~ Valve Box Precast ~ U1 ~ v'? s
STREET & DRNEWAY AREAS A ~ to 1 A 3 4 DU1 Ta ~n Sleeve & Valve Shoulder Slab a ~ v
NOT TO 5CALE NOT TO SCALE CO
SECTION A A SADDLE ~ INSTALLATION LIMITS t!1 .-I
eRAa aw w
~ i. ~ U1 ; NroouFE a VY
La+t~l SrAal ro aRAOE 2'-0'
tf na1RTl aunE y~r ; +w.aoa~nara x two u+. cowdxn. PAIlIlN',AN DIJWNG ~MYI.
n, NoTEB: COiIt~LtZ 9CMEDULE A 1. TILE ~ CONCItSfE THRUST BLOCKING SCHEI) veRncu 91'.ND9 73 D Mq.' MfbkANf W11ry IJO ii2'NMYlR N07Ak
FTJ?LL, LENOT1l a THE SEiMCE eITQN SHALL eE DOMPAaFCp tN e` ~ UVEAS N91'N MCCMANICAI TAM?. l.1IN. C1. AND 2~2 112' X091` 40T21L3 D
L SaVEMT CEMEIIT fOR PVC PIPE AND tT1TRNJS 10 BE AS1M a-4lN14 iNkl 40 PVC ~111NG DLOCKJtx AR2A (9O. n.J AaN, CU. Y09, CONCRER ~ ~ i PYC SAOOIE AISD eENO MUST K MERGED IN STTfNE.
IEDOMIO ANO NANpJNO OP SERVICE PME MUST L~MPI,T MSTN OOR00 MOOQ Ca01EiL>rTE TEE 90' 45' 22112' Tt:f 90' 45' 22112' 90' a5' 221f2' d aASS B tffDDN,Q t~E MEDdNO DETAIL FaR OtumT MARTS.) 9aF b ?MC ~ ~ A-{ ~PIrE ~a, we ao 910lWAIK CUPD i GNttR
~ role a' o.e Lz o.7 0.3 o.ls o.19 0.13 0,19 0.7 o,a o.9 ~ ~ .1.
d 6' 1,9 2J 1.5 O.e 0.l3 O.i3 0.19 0,19 1.3 0.9 0.5
~ 4r !fll ~ d' 9.9 4.e 2.5 1.9 0.13 0,18 0.19 0,19 2.9 1.7 0.9 I'4 6It09. VAY•R~100 - VAIYC b0)t OR ARROVCD D011A1
~ ~ STS PIE w >ot a ro ~ VI' TEdltl Ml1D ~ M1~MEM'6 17 5.2 7.9 4.0 2,0 0.19 0.3 0.19 d.13 2,5 2.8 1.5 9• Ip' OReAhttG VAVIC I~~~p! C' GAtt VALK
t~ Dp 12' 7.6 10,6 5.9 2.9 0.9 O.a 0.9 0,19 5.6 4.0 2.1 ~~~~///~AAA~~~ ~ waen wrow,rrr
16' 19,3 le,a 10.2 5,2 0.5 0,9 0.4 OJ9 9.e 7.1 9.7 ~ 5CAl.E: NO SCALE 'e; 'e,
~ b /p~/ipl IR NOFE OpIBI'ATgN I,p10 le' 22.5 82.e 17.3 e.9 r M-LINE me 1` ~o +i'~"~ COriC%L1C MwSt DIAtX ~ DATE; 5/15/2005
~ None kee of ~lodNy,nd pprenerte rwe, d msaate ~ da ,irwe t,ble,ro Vraed m as NEI? 01 d7><INIO NO'CE: rollow,y dru: 20000 ~ p~nss.,e „d tex pneasvre ~ 150 P.9... t~ alto otbpck to •Q PIE MINI, TH OC Ilitll AY CYNlTIYNi ItlW[b AW V INa' IYtV! th,nge b,eed oe voted soil caMitaro,M shill be done s0 B the d~roctwn of the EtymeGJ, R/[SO A6UH9T 4ND19TURDtD UKM
CL FITTING FGR All WR iatizEB,
Typical Blocking Detail M04. or 3DUwmv or W PDRAWN ECT: 05-0027 CKUSM STCWe"DR1Jk1Ct
`l Sewer Service Saddle ~ -Typical Sewer Service
d No Scale NOT TO SCALE ~ No Scale Fire Hydrant D~I) 6Y: JC/DKN
m NOT TO SCALE
3 T: 5/5

REVISIONS
InfN ratkw+ Svs„~,,a}jQp k Nalnt,~anaP?,an Olftuaer Device tormwater
Inflitrati~ Bad i, After every natoff producing rahfdi event and of least monthly Inept the kltNtration ayetem for «odon, @>~P~IA1-~$Dl~l (Ses Ostail) 'I) ep ~n er er • ^q 20 15' ~tormwotor
Sea Detail troeh/debris accumuloUai, vegetated cover, aid generd wndiUan. Cheek pump and pump controls tar proper Inv In=5.84 (From J,B.~i) 2" 90, ( ) ap~gtl~, Inv Out=5,59 (To System} b
Bend By-Pees Inw8.13 ebe ~ 2, Rpat «oded seas ImmedlakelyV re-aed oe nocaeary to m~ntaln adequate wwr, mow vegetated cover to Top Elev=$.15 j ~t ~
tom.. molntak+ a maxknum height of six Inches. Wet t:lew~,13 I ~ 't
3, Att« every runoff event aid at least monthly, bapect the b oee atnfcturoa for debrla and blockage, R«nove f~ f aiy bbckaga aid spot the structure to approved dnlgn epecl cation, ~ - ~ Ufa. o 10'
PR4P05E0 ~ PROPOSED i o DWELLING ~
I ° I4, ~ ~ " I DWELLING ~ ~ 15 Inlet PI e I Of~ 1
P / ~ + ~ ~ ~ ~ e a 10' J Sak T>Ie Outlet
PROP4SE0 PROPOSED ~ e
I ~ OWELI.ING ' j DWELLING ~ t 4' r-_,-w.~. , ~ I
~ ~ ( I ~ o I~ I Pu p Station 19' 24'
I f ~ t1 0 " ' \ 0 ..r ~ ~ x , e " 1 ~ Q
_ 4 . . Y Y._.. - N \ StafaQe System N
PROPOSED e _ , .:,aa; c.a«e ~ : PROP4SE0 (Width = 15'j
( I DWELLING ~ aa' wca OWEILING ~ I ~;corrrr t / ~I ~ i I e _ _ 10'
~ Elec. , ..a„ LL ~ .,.z _ , . . u._ 4 a....,~~, I J Rack o 00~
r PROPOSED I~' e
PROPOSED I ~ DWELLING ~ - I o ~ I ~ 4. Pum StoUon uNG I ~ P OWEL r- - ~ Ret.\WoN 11 ,
1 I ~ " ~-""''(sea Detail) I ! F ! ~ µEOP N g'
I \ z 16'
_r_~.~-.~. _ ` Skaage Syatem (Laigth = 150') q° dd dd °-r C d dd d°0d°d4 ° r f ° _ o a 'a
4° , ° d ° d d d d , . ~ ~ 12" Dio. ,
Z" 9D' do °dd°q~ddn°aa Outlet 10' 10, ~ a
Bend Yita4 8'4'eay~ya '.enw:sr~o-"m : a.w., 4°da ddad° d d4 d°
~m Plan ~ ° c u,
Scale; 1°=20' Aeph. Cu C C ry M
1fi' ~ 17' ~ V D
SYSj~~,Q~,SIGN CRITERIA ° Total Impervious Surface Area (BUA) - 29,683 sf
I Oraina a Area - 38,332 sf t~ I g 1) Inak~ tlonifdd ~ Lest«ala an 6" thkk (min) bed of din waehal ~ C i of awn waehal ~ v=j ~ ~ X
scale; s"=zo' ~ Impervious (i) - 81,74 :tone (Na s, Na 51 «No. erg. c ~ m~
2) Fdbwinq MatoOotlan of Madfdd, lakerde aid eok-toe, hdaa dean Rv = 0.05 + 0,0094 ! waeMd atone « floe gronul« native mat«id h dl epeea uP to eprhq *-t~b heloN dean Q ~ aP to A~0 1 O. 10' C V ~ Z
Iha of ktarde (ENwtbn•3.9)< = 0.7853 J) Campieto baakeDnq wtth eeleat fle matertd a deal gtawkr native earl, grawkr native ~ O ~ W ~ Z ~ ;
makerial, Compact baeklel to 95lf mow darndt u " HOPE y ekiq c«e not to Required Storage Volume = Oraina a Area x Rv 1,5 /12 4j lat«ai and madfdd pfpN ehdl be eorregated HOPE Ppe (ADS N-i2 My aan not to ~ N C a v,
= 3, B7 Cf « equtvdent). Ail pipe ehaN be SOIJ9 (Not Perforated}, Ae conreecUan TOPE Plpe (ADS N-12 ~ ~ A ~ 1 ~ ~ Y ~ ~ rted}, AO corevectiane ~ L ~ ~ti ~p
Storage System Volume Provided _ 3,753 cf ahdl be tared « taot«y fumlahk woUrtight Jotnta 58' 20' Q ~
o p U WM1
W ~ C)
Difus~ Device 0~~~.00 Aeph. Curb 145' ~``11eph. Curb .I.J ~
(See Detail) ~ w ~ M ZO
Ret. Wall ~'`r. _ BERM
U
Sod Parking Area Dimensions ~
Uning ' 8 - "
Na Scale
wetlands CROSS SECTION Difuear Device , , A . ~ ~
Ret. well ~ F ~ pit, ~ ~ a~ ~ ~ ~ , (See Detail) ai' ^ ~ 4y, N , a~1[YCtlI d ! F 5^, TAW ,ra,.
d'~ FaON av, Uning B Paes ~Jf ~Jc ~f smuctuRE ~ iiir~,;~yr
Ve stated Swale Bottom ~ e = 1,tI~ Pipe g ~ °p --r;;,~ ~ y.~:
Inv.=3,S0 ~lev=3.0 5p' ~ ~ ~4
55' S WASHED STaNE aR ~ ~ CEO- -iILE
NAAYE~ NARPoAL fA LONGIT~JDINA~, S~,CTION eEAOwc
~,Y°.',~ ~r
CROSS sECTION NO SCALE. as~ps~a.S~tt;~.FJsmkl9na moo;, ~ Inv In¦5.84 {Fran J.8.~1)
froTt: All taPES sNr~l tiE sofa Inv Out¦5.59 {To System) ' ~ v' By-Pace Inwe.t3 ~"~r~~
(NOT PEAFORAIW) o ter a a~ state e Top gev¦8.13
'H No Scale Weir Elev¦7.13
a
tS0'-C ~ i) STRUCTURE SHALL BE 5'%S' M
,`;.f i, eP"~•;vS,:: 13~e~~I,,.= •'lX,.•iV.".k'`~~M...i"•n:'. ~.:;q.~~.:i,•C,vit;~~.^~Qf^~ ~1_ PRECAST DROP INLET AS W MANUFACTURED 8Y CAROLINA
s + + y . Yj,~ .x a~{..~. Jiw{ a ~,a gar M1F~ ?r}. <<a. :.~;,Fp;~3k< +:llF~en )4~,` ,,^,`:a`~Z;, ~.f•'r y:;X'f.,.;~.y~Y ft>"' .,0... PRECAST COtICRETE, INC. OR
A 18' ea.ET ~ JO" soup uTexa. 30" 9dJD tATfRAI 2 ounEr iS HDPE EWAL Cw ~ 2) WqR WALL SHALL BE FIELD T~STORAGE ~ CONSTRUCT£0 FROM k" MASONRY
~y,) (TtP aF e) (m' aF e) TO - UNITS 3) DROP INLET FRAME AND GRADE
~ i ST. STEEL r - - - - - -`P- , • ~ ~ ~ ~ ~ • ~ ~ ~ SHALL ~ PER NCDOT STANDARD
~ STRAPS (TYP 4F 3) 30'x1?' ECC, AfAtiCER DROP INLET DETAIL e40.t6. FRAME SHAH 8E FRAME ~ GRATE CAST NJ PRECAST STRUCTURE TOP.
0 15" CORRELATED, PER- NON-wowt Ot0- (OUAET IAtER+4. aeq (NCDOT e~0.te) W
~ FORAYED PIPE, WITH END(S) BLOCKED. wAeNEO iEa~ fe.1ER STONE fAffltlC
~ INLET ~AOMIC ~ END CAP
0 0 "o o (Titre EA. SLOE) cv a o LONGITUDINAL SECTION ~ Z C
o No sCaLE 12 CIMiB V
~ MOBILE HOME & fTi'RATE T 6" ASPH. DROP INLET e~ ASPN. ~ M„a v ~ FRAME ~ GRATE H ~
p AUGER TYPE
C~ ANCHORS N REQUIRED) e+; ~ ; a ~ ~ W 0 s.. 7, • U1 a ~ U
BY-PAS PIPE •d ~C ~ ~ W 0
N eEIR wAU ~ eY-PA~ PIPE y iz ~ Y
~ ~
to ~ user a No Scale r
No Scale m
3 •5'~~ S'I.D." Q ~ W O. N ~e'0.0. ~ ~ 8'O.D. ~ ~ ~
~ ~ • D..
N - ~ ~
d 4
By-Pass Structure Detail ' a ~
3 No Scale ~ ~ 0
U~ ~ to s
/ i*1 Ring 6 Cover v
~ Discawiect t20A) 31.0, Inflltratar Unite (Standad `Sldewind«") In weathertlght 2 owe il~~Olte - Totd _ ,~,QQ'
Enclosure ~ I -
To Pu Stn
~ 5/9' Marine V t oaf " ~ Cj Grade Plywood aJ~ Hax
b G orcena To tnfAt-
~ Elect, Meter 2' Gate rotbn Bed 2" Fore«noin ~ Base Valve
~ To Elec. 2' PVC Conduit Pncaet Septic Syeterr~/ ' ~ Service Type Obtrq~utbn Sox ' ~ Alt~VoOd shall bt Pressure
Treated 0).80 Mlnt
Q- 2' x b' Brace Db, Pre- i 2' tTyp, of 2) cost Manhole Valve a
, p~~~o~~n~
T p, of 2)s 12' PVC influent 0.33 HP Myers S33 Effl, y Punp or Ealuly, with [nteprat NOT Ii~LLAABI,D ROR NSTRt1OTiON
Ground I Float Control Prefab. Flow 5pfltter Oevke BOUNDARY/TOPO SURVEY ANO 8A5EMAP PRONDEO BY:
~ Influent Pkxr Ait Electrical Conponents Elev,•4,69' i ,I InfNtrata Unite Req'd)
~ shall be Installed above Select FO Mak / ~ 100 year flood eitvatbn, Bolton -~~~';r 2" Forcemaln a" P Grade CHARLES F. RIGGS & ASSOCIATES, INC. SCALE, = 30'
n ,_,-,InfNhator Top 8.00 _ Select fql~ ~ eV. f 808 BARUWf 81R18l,~At7pl~IYOt,D, N.O. 8e0~1-1870 Y,! .~,_Trench Bottom pev. 5.00 ~ Mater9ol InHitreta
~ Note: E `,A Operating condition is iO GPM ~ Precast Saptlc System ~-Undisturbed Native Mak«id+~ "`trnrt< DATE: 5/15/2005 Undkturbed Native Material-.~ (r D A DL7T!"r Gn!'r A T L,
veil i T,w. n1.i.G.,,11ww Cw„
U n~ Z I I I U I a ZU 1u11 AOJUsX L 9aie vulva 4rl>iKr 1114 n74tiL+Pa PROJECT: 05-027 ,z F~1WT pev, 2.8+
such that pumping rote is > 8 Z GPM but < 12 GPM. 0 15 120
Infiltration 6e D i Bed Deta i I 11 Lewis. ~ upa" site confirmation by Vincent DRAWN BY: JC/DKN
um Station Detail Electrical ac JMME- 0 SCALE W~
No Scale NO SCALE No Scale
1 inch = 30 it SHEET,1~~
O

f~~~1~~0~1$
~ 00 o i °G~-' Sept. 2, 2005 Extended
Dec~5 Finalize
l.eg e n d c~.,...,W„a.. n•.I~n
`A ? ExLS~IId~ PB~P.4~E" Q a~' '
s~R ~ (rln rr ~ - ,
s+w ~ wAM~+aE (Mv iahdf QM o~ ® ~
MA'fFR MAM (rltr ar nohdl V~Y NAtER VALVE D'4 N
s mE wYOKANr -cf~ f 4i
z ALOW-OfF ASSY. DQo ~ c~
MIUER 9EJINCE ~ ae ST, DRllq (rbe a nobd) (MeM prPard~ 4, P+
o ~ C INTERSECTION OF c~ STpMI GRAM IMLET ® (npn P?ap~l ~ .0~
.C. HIGHWAY 210 dt ? ' POM7! ?OtE r/ OVEIMEAU UNE
e~ SHELL ROAD ; ~ Vicinit Map
z x ~ c~ N A
w a ~z
~ ~ ~ ~0 ; ~ NOW OR FORMERLY NOW OR FORMERLY LYONS
JAMES D.B. 946, P. 153
(OYSTER POND S/D) wj 0,8. 2140 P. 237
~ t~ J t
MM09eI~lA1C MMIlII
k gClN1EAiIG11 e Q W)
k k REMOVE EXISTpt~ u~t
o tua9At~CE uMaT 6" G.V. & 9 ~tlfa P/I,} O
uaec Pn) o t W -..-..._._..r''~
A~ - C
9 ' 10 C1 OD N
PRO~bsEO " 10 ~ DWELLING ~ C C N M CT U ~
„ ~ PROP ED d Z
o DWELLING ~ MH N N
• ( PR~bSED N~SN a 4 ' „ DWELLING ~ 1 ~X
? . ~ atl . PROPOSED
N DWELLING N 46' ro
( PRO>~SED o .
10' ~ DWELLING ~ r
W_ ~W _ 46' d' ~
~ PROPOSED ' U 0 ~ W N
, y o IN ~ .,Z atl to ~ ~ w~ 6 x6 TEE, 6 G.V. ~ l N bWEll G N PROPOSED n ~t opn~o wa n auaecr ro eon+ ~ ~ ~ I ~M
do fiRE HYD ANT ~ N DWELLING N xcNCw t nrrk ~rveovK er c~aa +uro _w a
ao' ne us. ~r tx1~s ar aa~as. ~ / ~ lu ~ C ~
PROPOSED ~ 3 40' ! ~ ao ATLANTIC ~ ~ ~ W INTRACOASTAL M
O~ N DWELLING N v PROPOSED WATERWAY U r
N Exl .N • x N DWELLING N ~ ~ T ~ y+ 4tl' itl' tp 4a~ oP •8' ti.
3~0: inv. 3. _ 4a' to'
,...._,....U, J a to -
t PROP~SEO a t ~ PROP$5E0 2 N DWELLING o
' N a. N DWELLING N VW'~ b
2 Z ~ ~ $ 3 , atl 40'
PROPOSED ~ PROP ao
o DWELLING o OSED ,l N N ~ N DWELLING O ' ,'C1µ.11 ll 17111/
6p• / -40' 1tl' ~ ` P U
40' 1 fin, C IIOBC M{M Boa wE r rase ~ ' . Os ,
r PR P4a 10 PROI~SEO O UJED '`rr r Z • U ~ ~ c.
RELO ATE TE ONE o DWELLING o ~ ~ DWEU.ING m 0. PED STAL BY THER5 ~ + / : '~ui ~ ~i:
( ) A a6' YARSFf 40'
ao PRO~OSEO PROPOSED m DWELLING ~
PO R P -CON ACTOR 1 DWELLING ~ . • / / rll ii~'
TO R GE WiTH U UTY a6' ~ , W RP A
FOR R CATION 4tl' to' ~ ~ _ e / a
8"x6" TAPPING ~ou~ulinaid,7 ~ : ~q~~ ~ ~ ~ ~ ~ ~ 4"t~.~"~~~~~~~~A4~b~C~~ ~III~IIUIVIp611NAii0ltuNllltplOPIP~17L=tII~P~I!1tl -,61fl~dLUl191d4~iIl~fll'pl ~ iR61i9gbq'tl~~~i~.tu'NUn~iLuWUUnI~tIIpiPINDgQaI I,.In q'~IAUlrtl ~.tllOlfl lm9l ltl~411! SLEEVE dC VALVE ~ ~ ~ " MH iIIMMNWWVl~WNMNNMNi?i !'-IA ~~9nWMAWMiMp~uMMll~q?pMwMwMgP11NX~W+WF1lMlMNl~wl!PII, inNriN~'g9gllnqp
" < . . ea ~ ip~~ii~eiu~s~unargpa~~nihi~n~eigiaa~~~r iniiwn,inrnu~ntui~miimlaamaivN~n n n gmi~irtu~~im 23' INORE55, E RBfi~34 R a 6 a a~ a a e iH. i i f 9~ ~ d° ( `~tl1 AID I AII9° ~ q ~ Aa ~4 i~ ~A~ e, n~ a ~ II IP~iRLI ~ ~~~d ~UapC.~?IArI^rm7!`I''~"I~mll ~Ip~hln~"1""D'~I!•T,'@In1~!~rU~N ptU9~" rrfi^.~ Alhl/1 ~ A h+M
SPA e~ ~~a . . , . . . ,r. .r~"I- . M
it
I- A 6x6 ~ ~ W
/ TEE W 2 B N 6" G.V. (2) REMO XIST OWOFF OP
VE E 8L qr ~ 6" G.V, & 9O' BEND ~ ~ DIS11JIlB uwtr
Q. 2~ {AIANC P/I.) p R A
~ ~w F M R Y oR FORMERLY W
~ Q NOW OR FORMERLY r.' (MANDALAY BAY) NOW OR ORE L ~ ~ b' a a; PIERCE ~ KING KING ~ ~ C
~ ° 4~ D.B. 2269 P, 35 ~ ~ D.B. 473, P. 79 to ~ ~ ' 473, P. 79 _ Z
Q N o 4 ® ~ w
4r p WATER QUANTITIES SEWE~f,M1®NTITIES .,y 6 WATERMAIN - 659 LF 8 SANITARY SEWER - 279.64 LF „ SS ,,,a v ~
I ~ FlRE HYDRANT ASSY, - 1 EA MANHOLES - 3 EA a
tt7 _ ~Sr'" BLOW-OFF ASSY. 2 EA SEWER SERVICES - 17 EA ~ WATER SERVICES - 18 EA z ~ v
0 0\ N J ~ rn a N
n. ~ ~ N
N o ,r~
a ~ ~ a
N
to ~ ~ t aN W
CTt 3
N ~ ~
~ i i i i i i Q a~
4 I { I i III ~ ~ ~ i o i ¢ ~ ~ 3 ~ v
~ i - o 3 ~N ~
. I I I Ii„. -I I ~ 10 ~ 10
~ 1$, ~ P ad 1 1
0 ~ ~ I I ~ w
n. ~ i a e r o a a er er
Ut 1 " ~ 9 ~ " ~ 0 S orm I
d ~ ~ Ora ~ 0" orm roan ,
I ' ~ I I rain s m OiSTURBEO AREA = t.i ACRES 1 ~
~ ~ 8 .I. TER AIN MAiN ~
cS g ~D,I. A 5 ~ ~ I ~ 1 ~ ~
~ { 1 I r " 0.4 %
4 x. D ~ o ~ p~~~o~~Q~
L,F, 9" .i, S N, WER 0, 2 I ~ Note: 97.7 Manholes ehc~l be canventlonai "Cone" O
~ ~ x a . c 1 type where depth allows. Where depth Note:. I reciudea use of "Cone" type NAT gELlAl~l~D FAR Nl~TFIUCflAN
4 Sanitar sewer adienta ore extreml critical on p T " ~ Y 9r Y anholea, traffic beoring Flat op
this project. Contractor shall use care to ~ Monhdee or "Shollow Monholea" ca ensure that 0.42 gradients are obtained. Sanitay 80UNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY.
anufactured by Corolina Precast Ina. Z eewero Inatolled flatker than this gradient cannot be CHARLES F. RIGGS & ASSOCIATES, rNC. scA~E: 1„ = 30'
? accepted a1d must be reinstalled by Contractor, 0 0
I- o+ao ~ z ~ a DATE; 5/15/2005
GRAPHIC SCALE PROJECT; 05-027
Sanity Sewer Profile Y SCALE: i" • 3W (Merit)
Q~ 1' ¦ V (Vwt,) 30 0 ,e 30 EO ,so
1 DRAWN BY. JC/DKN
A
I t IN Fr SHEET 3~5
i inch - 30 ft.
A
U

RE~sin~s
MOLLY ~ c s i n c e w pwrn,nln
Legend Set 2, 2005 Extended
Dec. 15, 2005 Finolize StOCmbcotc[..,Qesi>~n.
DRAINAGE PIPE CHART 'RO,IPORARY GRAVt1 CdVSTRUCTION ENT/E%T ® ` Moy 31, 2006 Par OWQ
S saoDlnG (}5, Junk e~, ~66~'~'d~d'
OUTLET ,A MuLCNINC 0 j,;~ Erosion Control Notes i Oc . A,
AREA Q1O DIAMETER GRADE LENGTH VELOCITY ~ ~ TEMP. olv. ara+ -?~--P~ v,~, ~ ~ 75' A~1NE_!F F.~NO_..._
PIPE (acres} (cfs) {inches) (lf) (f s) LEwa. sPREAOER ~ ~~r.p~~ a nct 18. 24x16 R4L&t~
"A" 0.03 0.16 10" 0,65 63 ~ "B" 0,09 0.59 10" 2.90 30** ° J ~i Rq• RAP SCOIAi PAD (RRSP) t Nov. 29. 2006 Der DCM
~i "C" 0.17 1.02 10" 0,65 48 2 EXCAVATED DROP RN.ET PROTECTION (TEMP) ® c`s{ 2D07 per DCM
"D" 0,21 1.26 10" 0,65 43 ~
"E" 0.06 0.48 10" 3.78 32** W "F" 0.77 4.62 15" 1.00 46 IN R Q ~ FABRIC DROP IIfl.ET PROTECTION (TEMP) a r~•'aai S`a Jan. 3,
"G" 0.77 4.62* 10" 3.65 72 N/A Diff C 1E SECTION OF ca~ ( ) .G. WIGWWAY 210 & BLOCK dt GRAVEL RK.ET PROTECTION (TEMP) ® P1 o4f.
H 0.25 1,50 18 0.47 43 Fi+ SHELL ROAD ~ TEMPORARY SEDIMENT TRAP
"I" 0.05 0.30 18" 0,77 26 k ~ L jV 1 "S" 0,30 1,80 18" 0,55 273 7,0 EPK su.r r~NCE --sl-- Vicinity M a p
W ROCK DAM Q NQ SCALE
3 ~ Q ~l CHECK OAM -H-
~ ~ o: ~ Q-CiA RCP =Reinforced Concrete Pipe INSTALL SILT FENCE ALONG x ~ NOW OR FORMERLY clmsN
k tc=5 min. LF =Linear Feet PROPERTY LINE (SHOWN BEYOND LYONS Ter' ~ CuRe gtAOE,~
= PROPERTY LINE FOR CLARIT ~r NOW OR FORMERLY i10=7.50 inlhr. FPS Feet per Second ~ cud JAMES D.B. 846, P. 453 A
c=o.ao (coMPOSITE) (OYSTER POND 5/D) a; p,g, 2140, P, 237 ~ 404 NEiLANO
l~ NOTE: ZQ z Junction Box ~3 ~ NDER RENE
ut ~ ~ ~ 1. Contractor shall use RCP or DIP for all pipes underneath asphalt ~ ~ Inv=6,84 k H
or concrete traffic areas. Contractor may use RCP, DIP, PVC or ~ Q To Ele+r=9,15 UNIT cur LINE ON 01510 ~ ATION ~0 ~ROPERTY LINE RIPARIAN C IDOR
HDPE (2 wall) in all other areas. O O APPROXMIATE (ALOtiG P/L) , 015rURBANCE LIMIT CUTIER U:AD ~ N
~ (ALONG P/L) a (Typ) ~ * Flow attenuated by presence of infiltration system. ~ ~ »•y ' o
- - Inc, Flared End Section = _ ee"':;,~ ~ - ~ ~ o
C7
7' PRO(~SED ~ ~ ~
to ~ ING ~ ,wr• ar PROP~ED LAB= .25 ~ ~
3 ~ ~ RIl' RAP SCOUR PAD SCHEDULE o DWELLING o ~ ~ , FF=1$ (MIN ~ ~ 2 SLAB 9.25 ~ / L W ~ Ua
I w =18. 5 MI PRO~6S ~ 'MARSH OW. ~ y'
0 4~ ( OWEL G I ~ IA ~ % RET NG WALL Sized using NYDOT Oissipator Charts. ~ ¢ ~ SLAB 9,25 ~ I ~ N ~ ~ .~0~ t a
vE~ociTr iEN~Te wioTx rveE O .y } qy PROPO ~ ~ e RRSP p f s ZONE feet} feet) STONE ~ ~ O o =1 T° 5( }
T .LPa . 2 .1 8 _ .S 5 C1„g„ J I C " DWEI.LI ca ~ ANY APPRO>fAIAIE NEILANO OEUI~AIICtI ~ 0 SLAB= .25 ~ INV=7.30 O~~SEO APwto>aNArE +~+Airo~ Is cT m ~
~ ~ I o FF=1 5 MIN s ~ ~~o Q ti u , as ( ) io' ~ DWELLING ~ REV~tY ~ nNAI APPROVAL eY cAMA Ara 3 fY I o I SLAB=9.2 THE u.s. ARNY crortFS of ENaf~RS, Z
~ ~ /y ~ Z - - s FF=18x25 MIN ~ i s~ ~'b ~ ~ 4
C7 " I of d' 4 ~ .N I 40 f 0 y~.:.~ Z ~ I f7 P rJ' ra r y ~ o
. ~ 0 OSED ao a CUTTER LEAD o ~ I w Y o WELLING o~ (i'~'1 ~~4 ~ V W ~ " PRO ,
2 S A6=9.00 " ~ py~ ~S ~ 2 0 ~ ~ i N LLIN
=18. (MIN) SLA8~9.r~0 I ~ ~ Junction Box !i2 ` flf~,, ~E ' ~ 40 : ~ tiF ' ~ 0
~ FF 18,0 ) Inv=8,43 PROP SED ~ a°a To Elew-8.90 ~ ATLANTIC d-~ ~ r• I
OWE ING o ~ ~ ~ ~ PROPOSED P ~ 's• " SLAB 9,00 " ~ l / wETUdwD
A y ~ ~ DWELLING 'o" DELINEA110N e FF 184 io' SLAB 9.00 Infil ration Be n ~ y Inv=6,t2 1 'I INTRACOASTAL V) ~ " r WATERWAY ~ ~ ~
R FF=1 T Elev=8.85 (See Detoil) i ~f~ ~ ~ ~ ~
, _ ~ ; IA ; / 5TURBANCE LIMITS , 4 10 j ' CU LEAD (TYP) f~ ze
I PROP~SEO 7 4 t OP~SEO ~ By-p~sg 5truct. o ~ EROSION AND SEDIMENTATION
I . v a DWELLING o ~ = Inv In~5,84 Fram J.B, 1 m " LAB=8.75 " ~ o LUNG b ~ > ( ~ ) CONTROL NOTES: ~ 1 ~ ~
~ ~ ~ i' " S •A =8 5 " ~ Inv Out=5,59 (To System) F=17aD75(MIN) 1 ~ 5 N 404 WETLANDS By-Pose Inv=6,13 1 t. Sediment control devices aid structures shall be installed,
~ 4 • O } (UNDER RE o ~ Top gev=8.13 ~ PROPOSED j .PROPOSED Weir Iev=7,13 • ~ J~ +i maintained and am~dad as Headed to provide effective control of acc~erated aedimentotion unkil the cantrlbuting
~ N DWELLING o ~ o iI watersheds are stabilized. 2. ~~etrMctlan Sequence:
SLAB=8.75 " ~ i N { DWELUN " FF=17 5 MIN ' S a ' A. Notify Engineer, Owner and Land Quaflty Sect(on prior 1~~,3
~ ~ ads ( ) 'o~ FF=17. MI iffuser ~ k ) I 8' WOt~ WALK _ i ~ v=3,50 WATER DEPTWS AT to beginning conetructlai. ~ ' WOf~ WALK 5' i B: Install' atabnlzed construction entrance.
~ APPROX, IIARStI DEIN1EAtN1N WAS MLW=0.0 1 O, EAN LOW WATER C. Silt fence shall be Installed at edge of Bearing limits on all ;~~CtiP.•''.~...""••,'' ' 0 0' down slopes prior to inltlatlnn of cleoring act(+dtlea. ~ : a~
j PR USED ~ PR 6~ q10~ Snt fence shall be maintained unto the area is stobllized completely. fir'. i
Y o DWEL ING ~ = ro D ING ~ e~ " SLAB= 75 ° ~ INV 7,05 5LA 8.50 ~ ~ o RETA 0. Construct rota(ning walla. Line Interior of rotaining walls with `Q ~ ~ • non-woven geo-textile filter fabr(c. Install storm dra(nage piping. :;n w ~ ~
INV=5.20 FF=17 MIN ! FF=1 50 MI ~ o DELINEATION tAt ftEVIEVO ~ Construct rip rap outlet pads where shown. :W ti 0. Place and compact required fill materlds. ~`~p~ W`~~~
40 ) ( MARSH : ao PRO~OSE a ay, Station / ~ E. Immediately seed, mulch all disturbed aeos not to be paved,.
PROPOSED I = P ~ OWELLI uo ~S ~ (See Oeta11) ' • / F. Maintain erosion control measures as needed to nsaure d„ 0~ , full functionablNity. ''r,
PO P LE -CON ACTOR " DWELLING o ~ SLAB= .5b ~ e t TO RRA GE 1MTH U LITY t SLAB=8.7 " ~ 51NV ~ _ y A / G. Place CABC over compacted ~bgrade. Install asphalt rfr,r,fi1t~i `
FOR RE CATION FF=177 (MIN) ~ IN Sri3 ~.1~Q.,L.~~.. ».».«?....F.id.«.«.»a,.» ~ tufts uw surface course. _ H. Reseed and muldi shauldero and ditches. Install Jtaers..on_
° ° ° ° a r all ewales (and provide ground cover cm all exposed slopes.) L Seed, fertilize, and mulch ail disturbed areas wlthln 15 days E..~
Inv~S.OD ,4a" °S~ a °d~°. efxl(i,~Ab~t.»,-. NV=3.50 75' INGRESS, E REGRESS k / of completing any phase of the grading work.
• ° AINA U TY T To Elev=7.75 J. Permanent groundcover for all disturbed Drees wlthln 15 working days or no more than 90 calendar Boys following
A Asa = m4a a ° _ t/ 1,. rb _ m.. ~ . egetoted eompletlon of constructiai. Z 3. Sa_ e~jp~, ",~eciflcatians Q
F" - .91 T = ,1 = - - - PROPERTY NE DPERTY SINE /RIPARIAN C(~'t OR Apply Ilme and fertilizer and work Into 4-6 inches of soli. Seed J
A ~-9-~ - ~ ~ yy = Ftooo zarwE 've" ~ n.oao mr>E 'AE' if - - , W _ ELEVAnoN t2' ELEVA710N t2' In 4.50 OP / / mixture shall be d(strlbuted uniformly and covered with a clean /J straw mulch. Alf mulch fall be cr(mpad a ospholt tacked to hdp
/ hold in place. Mnterlal and applieation rates aro as follows:
~ INI A Storage tem D ~ RETA NG W LL 015TURBANCE LIMIT R AINING WALL d, Q ALONG p Length = 150' u' ~ OEU AnoN Z ( /L) ~ O g DELINEATION td4t!l~91 dpplication Rate Q
ApPR >aMA Width - 15 3 (UNDER w1 Lime 10001ba./ac. 3 A
~ (See Deta11) (MANDALAY BAY) NOW OR FORMERLY (+0 Q ~ INV=5.20 `0 APPR aA AR KING 2 FORMERLY fertilizer {t0-10-1D) 800 lbs./ac. W KING Mulch LS tons/ac. ~ Z
~ o ~ ~ D.B. 473 P, 79 INSTALL SILT FENCE ALONG , L73, P. 79 Permanent Seedlne O A Q Common Bermuda
~ PROPERTY LINE (SHOWN BEYOND NOW 4R FORMERLY k N o ~ PROPERTY LINE FOR CLARITY} PIERCE {Unhulled Sept. 1 - Aprn 1) 100 lbs./ac. ~ ~ ~ O
~ o D.B. 2289, P, 35 ~ ~1 (Hulled April -Sept. t) 75 lbs./ere. "R~el" Fescue 50 Iba./nc. ~ ~ ~ W N
/ ~ ~ Rye Grain (Sept. 1 - April t only) 50 lbs./oc. ~i a ~ ~
(n ~ `S~.:,-'° j LINETYPE l E~ LINETYPE LEGEND German Millet (April t - Sept. 1 only) 50 Iba./oa. W z +r Tempararv Seeding ~ W Q
o ~ ~ RETAINING WALL STRUCTURAL OESI Y APP APPROXIMATE NORMAL HIGH WATER Dec. t5 -April 15 Q ~
N GN B ' ~ OTHERS. INTERIOR SURFACE OF RETAINING 30 WAIL SHALL BE LINED WITH NON-WOVEN 75' 30' CAMA BUFFER Kobe Lespedeza 501bs./ac. Z U
~ GEO-TEXTILE FILTER FABRIC PRIOR TO , N EXISTING ROAD BACKFILLING. - • - - - APP 75' AEC LINE Ap tG Sin Sept. 1 100 lbs./ac. Q - • - • - APPROXIMATE FLOOD LINE German M~let 40 lbs./ac. p fn
~ ~ r..... CO,' ee¦ COASTAL WETLAND DELINEATION Sit. t - Oec. 15 ~ ~ a t ~ Rya Gran 100 lbs./ac.
404 I 404 WETLAND DELINEATION 4. Contractor Is responsible for malntak~ing sill erosion control -3 ~ w measures and amend measures as required to prevent ~ ~ M ~
0) 3 APP APPROXIMATE MARSH DELINEATION accelerated erosion from taking place nn this site. W (n 5. Once all arras hove bcal stabnized, contractor is to removt Z D. ~ 01
x151 • - - - DISTURBANCE LIMITS tanpaory erosion control measures, regrade, ik mulch to
o, R/w Raw restnbfize these areas. 0 r ~ ~ D- 6. For ndditlonal requirements, see the npproved erosion U (J ~ Q~
d and sedimentatlan permit. Z ~ ,
.Q UURANaET flES#fANT ftil.Atlt~ uwtNt • p ~1 0 ~
~ 50' MIN, FAawIC ow SpnvALe4r ro were rhra NEra wps oR wws AT e° orF . ~ •Net. LENGTH t7 aAtNe: aza° aw #a~4• wpaEe wee NaaNeo otro ~N~,
3 8rtaat FREFORNec a+AN~s at uErAt Posts, aR FASreREo ro G4AAR aR wooD pOStS wrN Na s srApu~. ,u ~ 1R.E FQ- ~ ~ d ~ Z ~ ~ t
MA)elAAl 9ECalENT STORAGE IEMR wEw1OVE OWNERS/DEVELOPERS: ~ ~ ® U
~ seo#aeNr wNwN nNS tEV[L q wup+EO Sea Schedule SEC110N oR AS oIAECtED 9Y a1sPECtaR. C.J.L. PARTNERS, INC. Chris Majewski, President O
12 MIN. i? Frank Mojewski d~ ~fe, Martha A"i~~QU ~ W
n.. (SEE N01E) ? HANDRAIL 10'X20' DOCK 2826 Brenfield 0r. , V) Roieigh, NC 276 r~'•i~```~~~°f
U1 PLAN VIEW t~;g_ - ~ - - See Sahedule EAN LOW WATER [phone] i ~ Z ~
_ , d • ~
i, Censtructlnn . ~ifketlens - •4.3' _ ' WA c ~a e C _ VI
i. Stone alze - Vee MSHA size Na 2 (2-1/2• to i") a AASHTO - 0 A ~ 3 do#IgnaNon h143, otze No. 7 (2-1 /2• to ~-t/2•}. use - 1.5 4.D' t.4' ~ j B 1.5' t,4' t,4~ _ DISTURBED AREA = 1.1 ACRES In ~ ~ ~ W ~
CS auehed atom, ~b° PLAN VIEW 2. Length - Ae effeetiw, but not Nu lhon :Kl leek, -O.5 ~ -1.0 0.0 -_2: ~
/ 3. Thkknea -Not le#a than dx {8) Inchee, ~ o '
4, Width - Not leas than full width of aB points of D ingreaa a egress. Minhnum of 12'. ~ - Z X6 PILE (TYP,}
5. Washing - Khen neeeaeay, wheel# #hali be deanad to Z Z q ~ remove sediment prla to entrance onto public right-af- - Q ~ ~
'ir 3•Q ~ way. When washing Ia required, it ehdl be done on an I - NANRAt GRADE ~ Q W (Y aeo atabwtzed with awed #tme which drotna hto a I/2 D W Z o NOT RELEASED FOR NSTRUCTION
~ approved eedknen! trap a adiment 6aatn. Ali eedimenl RIP R~ Z ~ shall be prevented hom onlering ony #torm drain, ditch, ..-..ppyEp wtN saw. as rAwP eAaant. !/3 D INSTALL CEOTEXTILE ~ ~ W NOTE' ELEVATIONS BASED ON MEAN LOW WATT ~ ' . ~l ' MEAN LOW WATER ELEVATION OF 0.0' ~
a wateraauree through use of sandbags, gravel, hoods _ Y . (TYPE PER p W ~ ' a other opprowd methods, r NeaAn1 car A#PPROPO><iz" ~ FASraawr0 rwENOt PLAN) FlLTER FABRIC UNDER p ~ W °w BOUNDARY/TOPO SURVEY AND BASEMAP PROVIDED BY:
RIP RAP U 8, MaMtena~ce -The aitrance eholl be malntdned in a rA:rA4 aw a'z4.1REATEt) wooo pO3T3 Ar S 5EC7f ON VIEW Z condttlan which wO1 prevent tradtktq a Rowing of arF c4.NtER YAY1wAAA. CEOIA AND waao posts sHaulD
0 aedkn~t onto pubNc right#-ol-way. Thla may requke ~ r ~p ~ periodic top dnaaing with od~tional atone as condlUona ~ o1A! p~'+~" CHARLES F. RIGGS & ASSOCIATES, INC. scA~E. ~ 30'
H- demand and repah and/a deanout of any mea~n# used to I . D = INSIDE DIAMETEROEU1Ulli ~Yyy Q trop aedlma~t. All sediment, apwled, dropped, washed a OF CUlVER7 w Water E I ev at i o n s ~~i\ri" I ®n ~ 802 tACf~l'iVTiLB, N.C. 28541-1570
~ traeked onto pubNc rlghta•~af-way must ba removed 2. MINIMUM 570NE7HICKNE5970 BE SCALE; HI ~ w immediately, TiNn TIMF4 SPFC7FIF~ STC7NF hIAM1nFTFR sCALE; HORIZ: 4"=30' DATE; 5/15/2005
. r~ -
Y stn'; ' GRAPHIC SCALD; PROJECT: 05-027
Temp. Construction Entrance
d e Fence ear , a Scour a NOTES, i, 404 & COASTAL WETLANDS 30 0 15 30 60 120 ¦
NO SCALE ~ NO SCALE NO SCALE DELINEATED BY JOSH WITHERSPOON, N DRAWN BY: JC/DKN
I CERTIFIED SOIL SCIENTIST, ENVIRONMENTAL SERVICES INC.
2. MLW SURVEY BY CHARLES F. RIGGS & IGGS & p a~5r ( IN FEET ) 1 inch = ao i SHEET 2/5
A ASSOCIATES, INC.
U
U~Obt'f6f6BtgY`t4f~