20020782 Ver 1_Site Plan_20020520

-
. rFF~~ i~ E~ NOTE. THERE fS A 5' ADDITIONAL RiW ~ USA f/
CERTFICATNMq aF REVIEIM BY LK)ENBED 80L SCIEN LICENSED 80L SCENnST ADDED ALONG POOLE ROAD. THERE IS A 10'X 70'
~ IIEAEBY CERTFY THAT LOT(S) R SID NTRANCE d ! L I s) SIGHT TRIANGLE ON EfTHE E THE E a ~l • HavE BEEtt REVEwED AS TO THE SUBDIVISION WITH A 20'X 20' SJGN f
0 SHOMw ON THIS PLAT FOR ~ APPROPRUITE AND WrtH RESPECT TO MwMNJti LOT SECT TO MNIANAi LOT AEOUIRpAENT3 9ET FORTH IN EASEMENT BEHIND THE SIGHT TRIANGLES. Cd ~ rQ 2 ik
SECTk)N V OF TIf AEGIAATI0N5 GOVERiMNG SEWA ~ sYSTEws w wASE colsfrr AS AMENDED FROM Twl Z 3 DNS coYEWMNG SEwA6E TREATMENT Atp DSPOSeL o7 22 S AMENDED FROM TAE TO THE. AS aF THL4 DATE, AND ~ ~c I VAN JOHNSON ~ ERNES T B V 1 RG I N ! A 8RA X TON
~ BASED ON THIS REVIEW aF E)(MTNIG Sm: COtDm( ON THL4 PLAT Wl1 PRESUMABLY MEET THESE REG IDSTNIG SIZE CONDmONS THE LOTS NUMBERED ABOVE ~ DEED 800K 2842 PAGE 625 / ~.Y MEEr nE~ 1' pia S 8 , ~ TRACT I B ' BETTY JOHNSON PROPERTY
INEAEBY CERTFY THAT LOT(S) r ;s) a`p .~\~Q- - _ _ _ g2 26"E BOOK OF A64PS t 993 PAGE 14 t 9 r
SR 2504 SIIOwN oN THS PLAT FOR HAVE BEEN REVEWED AS G ti pb 203.2 r loon, r TRACT 2 SECT TO ALTERNATIVE REOUNIEMENTS SET FORTH e( ~~Q` . F.1 0\ , f90(Xj'; / 3}4. , $ 8 0 r'
SITE SECTIOt1 YIVI OF TFIE ACT T~~ SEWI Q- g Pe9e , ~ 5' 3 28 23' BOOK OF h64PS f 993 PAGE 14 !9 IONS aOYERNNp SEWABE TREATMENT Alp DISPOBOL Q ~ ~ , ~58, 06, ~ 1032. f S AMENDED FROM TAE TO TAE. AS OF TINS DATE, Atp 4) PQag y Q 41~ rp0 ~ ; 1 ' ~ 6h 1P..5 ' 24
SYSTEMS w WANE COUNTY AS AbENDED FROM TIM BASED qt THIS tIEVEw OF E%IS1'pq SnE CONDIfIf xBTINO SIZE coNDnloNS THE LOTS NUMBERED ABOVE O \ 1 ~P3 Q\~'•~ ~1 4 M~ , 5 ~ Q.B4 a e~ ~ e ~1"25'- ' s ~°ga'4 "
ON TNS PLAT wLL PRESUMABLY MEET THESE RE6 BLY MEET THESE REaIAATpMS" 6 ° QQ ti ~ . 1., 1 ; .yl E~ 03 ~ 14' 8 W 1 GI \ pJ~~ P0~" t.08 A. / 1 t `og ~p5 2°' 8 ~ * ~ 198.84' S B4 ° 06' 4 " DOES NOT REPIESENT APPROVAL OR A PERMIT FOR ANY p0 0 e e Q ~S',. ~ y ` ~ % ~ 9 E 452.89'
SR t 007 wlae(Yi(D~R ~s R rSitEE~iss~a srrE , A NT FOR ANY 0 "1 Q ~ 0 ~ e~` 6~t•.... ,1 9 , 6' !70 ARENTEE ISSUANCE OF N A(PROYEIAE PEAMR 5 082 a / ; ~ ~ ~ M>a E fi~4 A ,3,3 if' .170'
LOT. FwAI S(tE APPROVAL Fat ISSUANCE OF wIPP RE6l1.ATlOl18 w FORCE AT THIS 1wtE OF PERMITTI a( ISSUANCE OF MPROVEMENT PERMITS L4 BASED ON ~ 0 ~ 0~' 0 ti /2p" ; ~ ,19 GO b~ @1 '1N A80 a 0.69 A:• 21289' 'h S 81 °q8' ~ - ~ '348 F ' l ~ , ~ °Q 5o0A 17 s , "~v 0.70 a 10.00 HB TAE OF PERMnTgKl AND B DEPENDENT ON 30 E \ ~3 0 , 0 T ;p ti
SATL4FACTORY COMPLETION OF INDNDUAL SITE EV APPLICATION FOR AN INPROVEA~Ni PERMIT DETAL >F IMDNpUAt Smd EVA1AATtONS Fg10M01O Q~ 0 S o ' G , ^~e ° - 8 \ 978' 804p~ , ~ I~ ~ A - 0 15 , 3 -x.88 A:- EMENT PERMrr DETAMJNB A SPECIFIC u~ AND SmNB. Q kk, 4e f''~ c- .-(."~o'a ~ ~ , ~ ~ aR, ~p,~
VICINITY MAP +wr cIIAIIOE w uBE at ANY xrE cLTERATan MA ' &tE DLTERATN)N MAY RESULT xt SUSPENSgN OR q ~c97~ ~ ~ 10, w ~ , , . 12 ~ ~ ~ o(fl a ~ . ~ N ~ I „
REMDCATiOt( aF CERTFICATION. IN. ~ y0 \ 293.13' CI ' 506.6¢% ; F m ~ ti`. p1 c~'
os3 a N M ; ~ ' "E 5~ ° ~ 2 ~ t 1.5r~ tl. 1 M a n ' X50 ~ ~ _
~ SUBDIVISION DISCLOSURE STATEMENT m y del a .a",~.-.--=~so a ~ ~ w,l ~F N, 3• 8 ~ sr s '~t-"2 ~ , - d r ~ ,
I, , SI~DfJISION ADMINISI I. All required IwproveRAnta have Deen certified as complete, REVNw OFFIOER ~ NUIKE COUNTY, ~Fl. THAT THIS F I~DNISION ADMINISTRATOR AND ma so ~'.c C, ° b ~ * 3 ati ~ ~ S , 2 '
except for the Bated Improvements and these shod be A SON SUBJECT TO AND APPROVED iN ACCORD I completed by the following dot ea: ~RTIFY THAT THIS PLAT CREATES O' V .S t„t S ~ I C~ 1.1'0 ~ , IT ~ °a" _ ~T?~ ~ 2,~q, 1.27 a 'y , tsMatED IN ACCORD wm( THE wAKE CLARENCE KIRK ~ ,tip , J, r c-3
(UNCOAPLETED IAPAOYEAENT) (DATE OF COAPLETION } N ORDINANCE' AND THAT R IAEEfS AI ID THAT R MEETS ALL STANDBY ~ PO - 2 "G. ~i 1.68 Y~,, ~ j 3s x85 aN i~~ ~ ~ DEED BOOK 3670 PAGE 699 s ~ ~ ~ vs, •FB;, ,tit /o, Ii uSa cERnFY THAr c;oPlES of ALL DEED BOOK ? 768 PAGE 202 , d' h P~ti 2.04 a ~ ~ ~ , "~3 ^ „ ° ,3 m , ti3 ?~s O
A REWBIEYENPS FOR RECORDBiG. i ALSO CERTIFY THAT i B NECESSARY APPRWALS OF OTHER STATE AND LOCAL AG TATE AND LacAl AGEt(CIES HAVING 0 0, ~ l F / • 9 if'" = IO ' : ' W ? , h
c, JUR1501CION OVER THE ROADS, UTILmES, MID OTHER wl D. HAVE B~`7d SUBINTI'ED TO ME AND ARE ON FlLE IN MY ( (IES, MID OTHER A~ROYEMENi'S ~ a 1.4P ~ >7~ x.70 a //•q?N 22 ' If 0"t35A, a+, ~ I r` JtE ON LE OFFICE EIP iS 0.88 ~ M~ ~p ~ /~£Q2, s'. W 1--1~ a-~` ,5 19 ,I{1y h Q
E. NEST OF CORNER ~ N 2g0 0 a 35 ~ 1 ;1 ' C-? ~ G 0 x69 a`o3 ~ ~ ~ ~ 2
II. b subdiriduiotmer(s), I (u), Jaf~NNY WATSON a?T~ ~ sueolvls~N ADMINLSTRaTOR/REv se° 2a W M 1.47 (.3 , / ~ ~ N ADMINISTRATOR/REVIEW OFFICER ~ ?s'o , o ~ ~ s ' ~ _
7419 E US 64 (rSTREET ADDRESS) ' w ~ , r:4i ~a IC- 4 ~ ~•y , F a x~ N 3 "~'4 h ~ e ~
KNJGHTDALE, N. C., 269 3982 (CITYiSTATEiPHONE) ~ Z . t.14 a ~ C- C-2~ G ``'~y ~ x70 ..off .ti ~ ~ ~ ~ 33 ~ , ; I 1 ass a ~ J Z ~
am (orel responsible for: CERTIFICATION OF OwNEid I. Construction of Ill required improvements In 'ICATION dF OtBERSHIP ; ~ ~ f5 ~ ,'v d~ o~•• ~ f •6,B ~ W ,,k ~i~. 6~ fro ip ti~ e~ x86 a ~ LOt 3 , m ~ y ~ ~ ` r.d8 a ~ 6 ,N o, Q
accordance with the approved preliminary plat and The ~:Ae•?aIBR•d R•r•by d•rtify thet I ( construction plan: fA• prH•rty ab•rR and dacrihd hereon, rh I i f r tAer I an (w or•) t1o owor{ of BOOK OF MMPS 1998 PAGE 1109 ~ s, ~ I % ~ ~ .f ~ ; ' ! I \ ; 2 ti 6 ~
2. Completion of all improvenrhu per seA•Iule above; 3, Molntenonce of each required iaproveaient unill aubdiYlal•R J•rladlctl•R •t tAe C•YRty of w :rihd horvon, rhlcA Is In tM ~ b ;~,w ~ I~ p ; 1~,~1 O I th• CeunrY of wok• and that I (w) ~ h !ti ~ ~ ; ~ 2 ~ -4 C~ ~Y+ 6 V h i r ~ i • ' , C1 ~.l A BOA
aasusted by: hreby adapt tAla plat rlth Aq (our) fro e (List all iryroveatenn a prospective maintainer) ~ nq (our) trop eoo~oat. M - ~ ~ ~i;' ~ ~ 0.'~O ap\ n v - ~ •k p y
e. P(fat tC ROADS JOHNNY WATSON BUILDERS h N J ~ ; ~ 26 3.21 Aj o ~ t. N • ~ ~ , \ 7 e ~ Q i' , , , , A ~a , `'ec A
c. D. ~
E• orMr 4. Provision to IM proepuctlve buyv o} any lot aAown on dau !04.18 ~ ~ , ~ t% x70 N 132,15' R' 0 M
tAls record plat ritA a written disclosure of (aS my (our) responslAlllty for eotpletlnq the required 82°4! 41 W I1',f,Zf t-"--" u~ ~ ~ N g2e3 ~ 186.2 I I se r',
Impravitrn la and Iis sthedu le and (b) those provislona of the Ilbk• County Subdiviston Requlationa regarding owner ,
tAe Nthholding of building permifts and certificates of occupancy pending the conpfrllon of improvements. M 100' NEUSE •4~ ~ ' h G,• ti ~ 27 4-
Satiom 3-3-11(0) (and tM raotmrndation of acceptonu of publit roods by NCpOT, Section 3-3-II(E)). RIVER BUFFER ` ; ' 0 78 ~ ' s~ ~ +n j QA
DONALD COOKE 3 " n o f i I I i n g o r the erection o f permanent s i r u c- DEED BOOK 5430 PAGE 29 ~ ~t~1 ~ ! ~ '6~
Norarited Signature(s) (Use tAe appropriate There sha I I be no f i I I i n~ ceriificatlonforindividuol(s)orcorporatlon(a)). cures In the Oretl$ Of p14~ N `6 A 3 71.28' eas of Wake County F I ood Hazard So I I s or Federa I h ~s;',.''~ 251x0'- R, ,y83o "
III, Contact Woke County Subdivision Adminiatratlen tar Emergency Management Ager ~ N89°21'16"W M` ~~W ement Agency (FEMA) 100 year flood zones until a o,
current Information about tM subdivision's status concaninq eorplsiion of required imprownwnis and the flood study I S Oppr OVed I; approved b y Wake County and o r F E MA. JOHNNY WATSON BUILDERS
application of Wake County Subdivision Regulations regordinq the withAoidinq o} certain building permits end r a
ur nflcatea o1 occupancy pending completion of required Improvenrnta (and tAe recommendation by NCDOT that ~ FUTURE DEVELOPMENT ~ *
public roads be accepted for nalntenance.) Before ccqu i r i ng o bu i I d i ng (a3terisk) the builder may n o building permit for lots marked by on ~ it r need to obtain a Flood Hazard Area USe •f CURVE RADIUS LENGTH CHORD CH. BEARING de moy
NOTE: No Building Permit may be Issued after either Sox o} permit from Woke County EnV I County Environmentol Services. The bui Ider' s C-I 975.00' 314.55' 313. f9' N 57008,34"W
the lots have obtained building permits unless all applicable required Imprownienta hors been certitled as engineer, architect andior S Ct andior surveyor (as appropriate) mUSt C-2 25.00' 39.27' 35.36' N 02°54 02"W
compiete~any deadline has passed without the Cer t If ihOt a I I f I ood hozar Adminiairatar of Subdlrlslons receipt of the y certification of cortpletlon. For Publicly flood hazard re uirements are met, CURVE RADIUS LENGTH CHORD CH. BEARING C_3 525.00' 207.76' 206.40' S 33°39 07"W 4 C 4 25.00' 36.99' 33.7 t' S 69 42 26" W
Dedicated Roada, Building Permits my be Issued }or nor more than 75r of the lots vstil the rCDOT C-55 25.00' 39.27 35.36' N fit°05' 58"E C-5 915.00' 110.81 f 10.81' N 69x38' 34"W C-56 25.00' 39.27 35.36' S 27°54'02"E C-6 50.00' 31. I6' 30.66' S t7°3808"W
Dlatricf Engineer reconrawnds tAe acceptence of all new roods sAorn on this plat, except 1001 of Auilding Wake County hereby accepts, for the use and benefit Ot the gerlmal public, the right- C-57 1025.00' 27.92' 27.92' S 72°0T 13"E C-7 25.00' I9. 73' 19.22' S 22°23 07"W of-way shown on or oMerwise provided for on this plat as ~dfcated for public roads C-58 25.00' 39.27 35.36' N 87°05'58"E C-8 50.00' 37.85' 36.95' S 57° 10 24"W
permits may be Issued Drior to publit road acceptance NOTE: AREA COMPUTED BY COORDINAi if the roods are couplets, petitioned for acceptance, BY COORDINATE METHOD. and assocfoted public improvements. This acceptance does not include the County's C-59 t025.00' 419.32' 416.4!' S 59°37' 13"E C-9 25.00' 13. 14' (2.99 S 63°47 45"W
and the subdivider and County snnr Into 0 maintenance ogreenrnt with a flnanclol quarontee. NOTE: NO NCGS MONUMIENT WITHIN 2( acceptance of ony responsibility to conshuct, install, or maintain the roadway or other C-!0 25.00' 27.08' 25.78 N 17°41 57"E NT WITHIN 2000. C- l i 50.00' 50.52' 48.40' N 15 36 39" E
NaRTx CAROLINA, caRm, public Improvement Intended to be constructed or Installed within the right-of-way. C-12 475.00' 52.65' 52.62' N 4 f ° 10' 04" E
I, A NOTARY nl•Llc NO'!E: LOTS WNl BE SERWCED BY WELL AN CED BY WELL AND SEPTIC TANK. COURSE BEAR ! NG D 1 S 7ANCE C- f 3 25.00' 22.54' 21.78' N 70° f 0' 17" E C- f 4 50.00' 44.89' 43.40' N 70° 16' 44" E
Fat LAID CaIAITY Atq •TATE DO NEIE•Y CERTIFY 11MT ~~uLLY P i N: 1773.04-74-1026 n Ad t t i L - ( N 47° 54' 02" W 25.00' C_ 15 575.00' 34.5 i' 34.50' N 86° 10' 53" W .1026 Date Subdivisb minis ra or Review Offker C I6 575.00' 150" 53' 150.11' N 80°24' 02"W
APPEARED aFalE RE TNIe DAY AND AcNx°w.E°aE° TIE IrE ZONED: R-30 L-2 N 72°54' 02"W 67.28' C-17 25.00' 42.05' 37.27 N 24°42' 39"W L-3 S 72°54' 02"E 88.58' C-18 475.00' !20.32' 120.00' N 30°44' 08"E
EIECUTigN OF TIE ioAEIN11Ma INaiRUAENT. wlTtEa Ar wwD , to~. L -4 S 47°54' 02" E 25.00' C-19 ! 025.00' 150. 13' 150.00' S 40°33' 59" W
I, , Subdivision Adminisfrafor and Review L_5 N 2!054;02"W 123.9' C-20 25.00' 36.09' 33.03' 5 77043'22wW L 6 S 17 07 34"W G-21 575.00' 236.21' 234.55' N 72 4i' 37 W Officer of Wake Coun?y, certify shot this plat creates a L-7 S38°13'16"E 133.18' G-22 !025.00' 150.13' !50.00' S48°5T 31"W
-NOTARY nlletle subdivision subJect to and approved in accord with the Wake C-23 1025.00' 133.62' 133.52` S 56°53'22"W
I, CLYDE T. PEARCE, Professional Land Surveyor No. I-2481, certify that this plat is of a survey that creates o subdivision of County Subdivision Ordinance, and !hat if meets alt stotufory C-24 50.00' 41.08' 39.93' S 37°30'48"W
land within the area of o county or tnuniclpallty that has an ordinance requirements for recording. C-25 25.00' 20.35' 19.80' S 37018;04~W C-26 50.00' 35.00' 34.29' S 81 06 09 W
that regulates parcels of land. C-27 50.00' 40.00' 38.94' N 55°55'37"W DEPARTMENT OF TRANSPORTATION C-28 50.00' 40.00' 38.94' N 10°05'33"W
C-29 50.00' 40.00' 38.94' N 35°44' 31"E
CLYDE T. PEARCE, PROFESSIONAL LAND SURVEYOR NO. L-2481 i D I V I S I ON C H I GHWAYS C_30 975.00' 43.50' 43.50' N 59° 11' O7" E Date Subdivision Administrator Review Officer C 31 25.00' 21.75' 21.07 N 85°23'26"E
C-32 50.00' 45.08' 43.57 N 84°29' 18"E PROPOSED SUBDIVISION ROAD C-33 975.00' 126.88' 126.79' N 54°10'44"E
' I, CLYDE T, PEARCE, certify that this plat was drawn undo Approval expires if not recorded on or before C-34 975.00' 127.68' (27.59' N 46°41'58"E
my aup•rviaion from on actual survey med• under my aup•rvl•ion CONSTRUCTION STANDARDS CERTIFICATION C-35 575.00' 203.31' 202.25 N 41 a t3~ 30~ W
td••d d•acriptlon recorded In Book ,page •te. K otA•r), Fll that the boandarla not surveyed are clearly Indicated as drarn REG FILED FOR C-36 25.00' 38.39' 34.73 N 07°21 35"W C-37 975.00' 107.43' 107.38' N 39 47 29 E
from information found in Book page that tAe ratio Gv of preclalan des calculated is I:t0000, rhos thla plat race pre- REGISTRATION C-38 625.00' 152.2x' 151.91' S 5602020"W APPROVED C-39 25.00' 41.36' 36.80' N 69°I7 27"W
pared In accordance rich G.S 4~-30 as amended. wltReaa my oriylnal signature, reglatrotlon numb, and seal this 3 DISTRICT ENGINEER C_40 575.00' 92.28' 92.18' N 26°29 54"W C 41 50.00' 64.Ot' 59.73' S 30 35 50"W
day of JANUARY A.D. 2000 C-42 25.00' 22.17' 21.45' S !9° 19' 36"W
LAURF REGIST LAURA M. RIDDICK DATE C-43 625.00' 50.49' 50.47' S 47002 39°W I T R OF DEEDS C_44 50.00' 35.00' 34.29' S 87°19 28°W REG S E C 45 50.00' 35.00' 34.29' N 52 34 06" W
w~___ Surveyor WAI WAKE COUNTY LEGEND C-46 25.00' 20.01' 19.48' N 67016:43"E
PLS-248( C-47 50.00' 107. 10' 87.77 N 28 50 48"E • EXISTING IRON PIPE C-48 675.00' 109.66' !09.54' N 49°00' 11"E
Seal or Stamp Registration NuRlber 13Y: o NEW IRON PIPE c-4s 500. oo' r 12. as' (12.25, N 10010,10" w ASST/DEPUTY G-50 25.00' 35.26' 32.4! N 23 47 10"E
RECORDED IN FILE: DO1N976 CTP2386 C_51 675.00' (24.05' (23.87' N 58055 18"f P 200 ~ 20p 400 800 C 52 525.00' 295.00' 291.13' S 37 59 52° E ZDED IN BOM G " . C 53 525.00' 309.76' 305.29' S 70°59`52°E
SCMLE' I 2^^ ....r ..nr .ev rer n nnonwr nnxr
EMNL 11111111111 1 DATE: I -3-2002 11-U14 VV 100.0-1 101. to J Av `y V`
ra-ffl GRAPRIC SCALE - FEW
'IV WILLIAMS - PEARCE & ASS( ASSOC., P.A. Professional Land Surveyors P.U. Box 892, Zebulon N .C. Phone [phone]

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~ FF~/ y~'~o MFN ~x/OMEN ,".;i~~.: \ ~ ~ ~p
~'Fjp xlp TB (F qS qsi ~,,'pp,~, /a-. STA. 19+36.97 STREET A - cr fN N ~ `~C` ~ ~
~~T ~ H G t.a a a ~ Ty, ~ y ~j'. A ~ STA. 0+00 STREET D ~
)p,
~e ~ O I~ , R~pS/Aq C \ p ~ Z
FA s T ~ fs a
Oso Ty. RQp oR ~ ~ d
~ti ~ ~ ~P \
a „`,a,uu iw pry, Q~P ~ ~ ~
ti ~ \ ~ ~'~y
S A p ~ ~ R~AS/p .ro
h' F,o S qT ~ ~ - = qs o T ~q oR
\ ~ anuuwu
r
SCALE:
1" = 50' HORIZONTAL ~r 1" = 5' VERTICAL
n~.: ~n~_ . .
19+00 20+40 21+04 + 1+00 2+00 3+00 + ' 0 00 4 00
15+00 16+00 17+00 18+00 14+00
.
320
320
315
315
310
310
o r u
Z
0
305 w
305 _ Y
0 a
3
° 300
300
295 ~ '
E T D
REVISED
JUNE 2 002 290
90 2
285 ,
285
- #
SHEE
~---.z..zr~-_ : _.vx_-T..---. ~

_
A
1
ti
.
. t
~ [Cf'r pISSIPATpR ~ VELO p M ONE
t [LASS B ST
t L^9~W:5 t ~ ~ PiH : 22" DE

STA. 0+00 STREET "C" = t
STA. 14+77.23 STREET A _ - - - So' siw Is' 8ST ' r
4 _ STREET _ C6 ~ ' ~ -----R~ 10.~.~. _ - - _ _ [UL DE SA[ STA. 5+23,69 N
SEE SHEET #1 FOR PLAN VIEW STREET "B" m ~ - _ -
I ~ I J \ `
`...i / V
I _ ~ \ W m
1 ~ 1 Q `O ~ ~ ~ rn
I I ~
11 i j cv ~
~ ~ ~ ~ r
~ 1 r-
(I O~ m
..l
C7 ~ Z d 2
~~tld~ltit 17Ihj~U~~ y gr
J~\+ ~ Q s ~ ; ~rL~ut4„~• ~ ~~4
v°~ n a
~y e
~l Z .
" V 4 q'i
G a~~ ,
"'~umm~u~~`~
SCALE:
r ° 1 = 50 HORIZONTAL
1" = 5' VERTICAL
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
325 0 35
0
320 320
a
- 315
315 -
0 0
u
310 . ~ . Z 3
0
u
w Y
Q
305 - 305 3
300 300
DATE
REVISED
295 JUNE 20 245 02
290
_ ~T # SHE
%will& sr-W I
- 3

• o~
Level S read p er (not to scale) h
2 O
U
diversion r'° "Transition
,r» Car ~ w to 0 grade / p~p 2
I fir-^~ .1•w .r y, ?
2
i s•• y Stabilized ~ ~ ~'~r.r. u' y~ slope W
Stable s tiN ~ w , w• ~ ,t. y~ v M'" tuldisttErbed .1, ~ r, tt• ~ 1' ~ y y yw y.
as ,a.. }w .f ~ w I w"ti" L
Canstn;ction , # The maaia~ shonld be ~ mirdetnm or4 A rvWe exte,wldq 6 iot:lKS over the
Specifications OP ~ 6nritd b iaeher deep;n mat uen~h ~ ~ ar>oaa as apiast smooddy at wd aM be ~ edtc. t1e upper fin,..
aose;y sp,oed havy dnty wi,e anefy aea;n puoe,~im aapla r leatt ti lrldtes ~ / ~ t
2. Errstre sat dte spreader li it kwd r
D a narwm spreadia` of uomt rwq(f, ..'t5 * ~
J. Corwalet the kvt! ~tedu q1 v~rbOd soil (at# oa C~. FACE 4F CURE t,16 5p,E , I I
+.1~/ +,075 `'C~gsoplna,Zpp iealOt? faaro I ! I ( I
anootbly to Ck width aad depol ortbe 16e 6vasioo chatme! b blend .,a -.ts •.ts t I •.?S ~ ~
Eztst, oA 1 ~
CrDSS $eCtl On PEOrosED MYEMENT S'-0' 9'.p• ya• S'-0' `
Material ' R ~ ~
stapled in J yadable Piece 15 ~ I I
I I I I
r, , III mlri _ I I
=1f1 11 = t A. LevelRp I sjl I - - - ~i CURB & GUTTER SECTION . Ill~ll 1 1~s' I 1e~ I
a sP'eader ~~Ir Ifil-=llllh_- t - IIII. p I I I
~Itl 7 ~ ~I f~ _ I 1_._ I -1-~..~I~ _ Buried 11 . I
Iq ~Ilih-III B• min I I j I ~ ~s~ ~i
~punilobOnrTaNwlap,aaiNraaa I _ aaeaon, I ~ I
l . ~ I I
S. Dispose nutoQ from Ule
asecd lo$.1Haire sure ule speader acroa: a ptDperly wbr'au~i s>ape to .
centlatiag. ~issurfuientty,smoothutkapllowfromcon• vAR p .e' p•c. S'-0'
i' s rAVEA1EtvT s'.a~ b. }mmldja{e) aftetils WIDTH S?t04Aael y constrnaiort• apP~t+riately seed u,d mukh the emirs duturbodaraof Urespmder. i 55~ d' S, Z' 1
I
.+Iehla~iJt18 ;a,,; Aenknum l)Imensbne for Dalpn Fbw EnvaneaWidth DaPth EnQWtd6A kaa I I
LtrvelSpneda e!a -mintnwmdlmmd6nlnfail-... 0~ ?.16 +.15 ?.16
a1o to 0.07 -e,os +.a taxa os a 10 1a o.e, t 3 zo. I i
20~o za • Cat ' J aa~..; -o.a SIOFE AS REQUTAEO •h o,oe
.q ,tJ ~:r
.,1J .

• TEIUWH MAx.ssoFE SECTION AA IEVEI 2:1 '
8. SHOULDER SECT rowHC 1:1
ION HItIY 1-i4:1
FIGURE 6
FIGURE 8
DRIVEWAY TURNOUT GRAD
ES SYMMETR1CAl C - UL-0E SAC
. NO CURB & GUTTER
NOTE: I env
ADDITIONAI AJW MAY aE 1 i I REQUIRE0.T0 ACCOMODATE i w I
ItNV i ! ! ~ TAPERS, TURN LANES AND I I
i ! , MEDIAN ISLANDS. j ~ I I t i NOTE; I i 1
i i I t ADDITIONAL WW MAY ItE I i I
t W I REQUIkEO TO I i t i i ACCOMODATE 1 i , i i TAPE1t5, TURN tANE3, AND I I I
t i MEDIAN ISlAND4. 1 I 1 I i ~ I
i - I I I j t ~ I ~ I SD' TAPER ~ 'I 1' TAPER v
i ~ i MIN. TAPER ~ I I taEGUIEfO FOR W LESS n S.o -0' IUIRfO FOR W LESS THAN 16'I
i i (REQUIRED FOR W To, I i I RIGHT'OF WAY +I
i i LESS THAN 26'f i j i I i I i i 6'-0" 18 ' 6' 2' p• S'-0•
to I I i i s-so' so• N, I w-sa' SHOULDER PAVEMENT SHOULDER DITCH I
SIGHT TRIANGLE i i I I i I slc~+r TRtF trend ~ la' 11' I I I slcHr nlw+c~ 0.01 I 0.02 ~
MV i tim•1
- .•s,-.-.~.~...-.~.~.-.-.-.- -I L.-.~. ~ ,_____s..~_____-, ~ ~ Ott PAVEMENT DESIGN ~ T •S 8" ABC OR STBC, TYPE B 1
1~' I R `~o' . ~ ~ 1.5" I-1 OR I-2
E.P. 6 -12 I I EDGE OF PAVEMENT ~ EDGE OF PAVEM
12 MIN. , EDGE of PAVEMENT LOCAL RESIDENTIAL ROAD
._.t.._._._._._._._._~.---•-•-•-•-•-•-•-----•-•-•-•-•-•-~ SHOULDER WIDTH •
EXISTING ROAD BETWEEN AND 6' SHALL BE APPROVED 6Y 1HE DISTRICT ENGINEER CONSIDERING ADIACENT UNO CHARACTERISTICS
EDGE OF MVEMEM E)OfiNG EOM EDGE OF PAVFM EDGE OF PAVEMENT t
STOP CO NDITIOI N 'NOTE: Permanent Drainage easements may be required to occomodate droina a be and t S1BC OR ABC j
g y he ngh beyond the right-of-way. cc L
RECOilYU~1E LADED ROAD CONNECTI ON 50'-0"
1rVITH INTERI OR ISLAND Z RICNr of wAY _o
e'.0• 20'.0• ~ . d -0• 6'-0" 2 0 w
SHOULDER PAVEMENT SNOULDER DITCH tll
'NOTE: Permanent Droina~e easements may be r fired to accomodat equ a drainage beyond the right-of-way. FIGURE 4 i Q~ ~ a.o2 0.02
0.08 0.08 `h ?
--l Z .~Oe~ PV i ~l 00
RECOMMENDED ROAD CONNECTION 5 A EMENT DESIGN O 8" ABC OR STBC, TYPE B = ~
1.5" I-10R I-2 ~ Z ~
NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL 0.'00• F- 0~
ia' s' a' ia' RESIDENTIAL COLLECTOR ROAD ~
PAVM . Av COLLECTOR ROAD AND EXISTING STATE MAINTAINED Ca Z w ' 'TERRAIN MAX. SLOPE 0 u O O
4 ~ RO M~IMUM AD ii Z lE~'EL 2;1
ROWNG 2:1 l~
NIIlY 1- V1;1
STOP CONDITION
DETAIL SECTION vl~w of INTFRInR
STBC OR ABC
ISLAND AND MARKER v
FIGURE 12

Cross Section z,
MIN
Material ~ Variable stapled in x ',fhu
place I 8 _ _ _ _ _ - - ~,3~,•,, G Trench U Cream
- 11 I - min III- _ (I STEEP COT OR ill! !LOPE e - I I _IT(T 1=_ I I JI II -11 I" I I. l End of Storm Dlaln
LeYalrlp ~ :1111=11 =1111=11 VIII III= _ ~ _ii, of s eager. I I ~I- dil- I I- ~ 2.1 salt (NA%7
Buried ? _ l~ I iI (III. ~r • Overflow
6•mm - Ir - CROSS SECTION
coNCAEic e<aX canN aaslN Level Spreader (not to scale) 1/3 PI IDlame~er
«0.5 1tA3HTD SrOrr[ nlrER
Vegetated y. r•~ o Transition UPSLOPE TOES POSITIVE GRAD[ L0% NA%. ' dPSLOPE TOE .~~~I z
A ¦ • a diversion ti; F: ' ~ ~C,,, . Io 0 grade • . W „1,+A~ SIDE SLOPES 1 ---i • 'rr
STORAGE SONE ~"~lar.'~`M1~ '~~'"`~y. rW"Y+ 2'I (MAX.)
' • Ar FNO a PrWCti CATCH A I a / 'r' ~1 .e. j,. ..oar. v : • • y I w..'i, IC R115E0 AS NEEOCD r~ 7GG~NGCO•[R ,;~,~z,;,~ ,.~w1 : ~ y~ v A~~ . covRStaSLarN11N. ` ~ 1•- /Avr~;'.y','L"~,9i.ry~;,.l,O . o~~+t' ~ ~ , r r W Slabilifed , ' 01 ~4/WOOOdm P(4Y~terl0r wmAa[[ .s Ow[tt[o sr rNr [NCrN[[R ~ Y
Gds, , w~°,. J. ~ ° + ~ .r r,. y.. Y slope ,J 1.1 y„ ~ / .4 ,Jr Y Y. W" • I , ~ • t1YYSS 1~ lllusaailon of Plywood Idlet Protteioa for Slarm Dnio , Under Cousuuuion.:~}
iv[pr Stable ' + + ` ,.,..I,. •g.Y ; y, r . GALYANIf[0 MARDwAR( J• ~~1~•. cLmN w/''/!'GRID undisturbed L; A + ~ ~ + p~ . outlet w1. J. A, b.~. A, d. u, „ r ~ ~ ~ ~3 ~r'- L~ • • \ • ~ - ' an,a q a ; ' ~ . Steel Fence ta+[ nn[s - Nt1 I:h a
.a r , Y' 1,~ y6.. J Y~ I w d• Upstream End - .no.a,n( ~ \ ~ ~ \ Past of Storm Drain r ~ 4~ acs ~ -
PERSPECTIVE VIEW t a~ I I y, .L 1+ F ul,. .b,1 J 4 All,. AI, k Y nN :'y,' ~c`A ~ _ ~
- .:;RpwAR(CIOTN /2•t /f•OMD t^ ,.1.. A.. J... ~ .I L, Y„ ,I~n„6, .I I, 5.. y. 1.. v... L ~ § ° ` y aa4[ STEEP CUT OR iItI SLOPE OVeffIOW af. ~•'~S' ~ r ~ ~k
r100D SrORAO[ NN[ c01MSt as oLOtx LAID ADCwAr3 ON rN" S[aMENT 7TORAOC IONC 7 S10f3 Of CATCH }ASIN r O~w ,nT~M,~~ ItOraI OASIN tUAtIlY „j„ol/,ma,ro PLAN VIEW
!3 Pfppee ~Dlameter ,
" ,4 FRONT VIEW ~
U' ilOw I~. /Sat CULV[R1 .L r.°[ ~ 5 ~ max ' •f1E0. POST
sl L3' ,n , „ „ bankhei ht IV Stream channel + ~ ` s w.. , ~ D ERSION • ~WOI[N N,RE fAMq ERSION DITCH ~l ll ~l -
t" I u. t r•--•caNCRETE rootlNa reD w~ , M,M ' Ne. S WANICO STpI( rllT[R LAID AGAINST NARDwAR( (LOIN I II NAX SIOr[ I \ ~ III ~ U U U U SA,T f(NCE f'JOC
CLCAN WT POINT I I/2 OEPTN SEOINCNr STaRAGC !ON[ ! ,:p~• , / / ~l ~ Hardware Cloth / Washed Stone Filter
• Across Pipe Inlet q q fu xa( . fa ll(MIR OS SKTfrNEF eR4ORES, yyS5C M. St NASN[D STpI[ ti(Ylt Illaumlon of Siooa filler loin Prole<lion for Aoim Dnln Under Conurunion. MDT( '
SECT( N I ^A ~ P • E"• o vlEw ~ . ;°e,. / Surface flow -USE Sai fENt( D1ar uR1EN p1AINADE AREA qA0(
r ~ Ad diversion AREA NOT (fCECO 1/t ACRE Aaq M[YCR IN S a CONCENTRATED ftON ,I ,r• 6 aRN COVFR OrER
CATCH BASIN RISER /FILTER 'i - .•o ~i•.'', ~ . 771' ~•~••+~SRIRT• ,Tf[
:Kr AIggO SKIM if _ OrRECKO ar ERGRaf[R t
d .c e _ . \ SIDE VIEW '
" r ~ y ~lu h . , ~ ~ , ~ _ ~ ~ ~lil t~ r ' t( + ~ STANDARD TEMPORARY ! S LT FENCE
t _ OTECTION- - STORM DRAIN INLET PR
Stone approach section ~ Stoneover 5:1 max slo a on r ad r p 4 'f
filter cloth , i
T FENCE DROP INLET SEDIMENT FILTER I. Sll
OR EOUV. FABRIC CVT {ROM A CONTpK10U5 ROLL TO AvCO ,1pwTS. ~ • Flu 1 _TOP EtEv OF STORM W4TER
t. V.V. RE9STANT IBLACKIUOTEXTILE METAL WITH A AwMW LENGTH ar 7.0 FEET. STAN[S SHALL BE ~ P ~ °T
r. STAPLES SHALL BE Of HE aVY DUTY wWE AT LEAST u2•reCN LONG. SCI IaCe tlOw ~ , lALilattniilrl f0110U1itfl 'a 4tM111A ~nll0ltothe „u l,e~ ^es wnsNED uY I' flp Ex15TING SLOPE i 5 ONE ,u4x
Apl%r+0 TItE PERwfT[R Or TME NLLI A MAxMA•I W TIwEE FEET A/1Ri B ~ Itl:,Illttfl STAKES SHALL BL SPACCO dirOCUOrI SECLNIEIY ORIVCN WTO THL GROUND IMWAM of + rooTl diversion direction of Ilow and over tM prolectlve mulch. • a • t, a
a TRENCH SHALL K EXCAVATCO APPROX A- NrgC ANO DEEP AROUND THC OUTSOE PER•rETEP OF THE STAKES. h't lr ~~fi ' li= > W ad
w AND iaBRlt Shall K STALED TO TrC STAKES (fABRK FASTENED TO 1HE WPE AY t. IRE S, it RIP•RAP • vARlES
TME TOP WITH HTRE TES( WITH e• Of THE lABRIC AND 4- W TME MNIE EXTCNCWG x110 lltE TRENCH Orlglnal streambank • ' lD VIEW •
TNF HEIGHT of THE f t. TER BARRIER SHALL eE IS' MIK AHD MOT ExUED 2A•. I Mt.hor nettlnp In L BE BACKfA.LED AND THE SOIL COW ACTED OVER THE fAeRK. . ~ ` I III ~ ~ 6•InCh irmCh. In y
} THE TRENCH SM,~L ~ ` ~ ~ 11 Oro01nlt1 rHR Gr°tt 0 ~ y ~ • ' E%ISTING SLOPES
• Slob! FIINrrG W°Irr ? ~ I ~8~ a o'.erlap Jdnstrlpsbyanchorln9 '
_ - - - , wlr° Stone ~ Temporary access ` - INSTALLATION OF NETTING A OF NETTING ANO MATTING andoverlappin9. al"rq ARIES
fHNr foorlc _ =~11 ~ NDTE~ NEIGN7 ' RI I/2'•i ; 8 w1DTN DE1ERn11NE0 eY
~ S•olrnonr IeUR Rrnel l Filter cloth 1 APPLT UPK,fERRF1EaAtOSCm eaa+EU! _ i sTUrtuYac Tl[ Nt7fROM Tra Tao TK I E%t$TING ItiFOGRAPNY AND fRAIOStmlElOq(UTeIC1fKNETOAfVtT. ' ~ SEDIMENT RfROti itK Tan tut t1tANttt.aa S10KAIO t#tll0t,lrtpOkTl u I ~ r -'KEYED RIP Rqp STOR4GE REQUIRED.
~i, Y . T?c eaADEAlt,otr ucrrowrourloasnTaK - I ¢ ~ I xEY RIP VP INTO TH MGTDtATt.04StiTdtMSCLIUttatlllOtlfYR114ti-00 , ~ E 04N > FOR STABILIZATION.
_ S1Tl T•. NOTSTA[rCK tl t foerlt 1 i0S[NaITIQ MR, {(1fTT}i UFSt;pP(pni Bvrio4 wineFl t C OEEI, COYGt 1eTtI1SOR Mb1 TMIPfWMtYAS SifO ' _ ~S'wpsNEO t~1YMUPStAPtpnMASIAr;AtRU10fMOltSSTWWM1PI ,vy Y, STONE '
TREAM CROSSING DETAIL KcrtvcaTUOLAaIOUTOPOCMaYM.AAt ~mt~wPnR2tcrAS suowx sTW unK TOP 00 MItYM.A1tOtMOM [DOTS Att7 k?Tpt FR N
NOTES~SM•l aovcrlono rlo•{Gnli. Gnunl dope ROt to uuoA S%• M°A•O.A.~°p/rot. I/2 GCn. {r •<wrc.•.ar...3•ra•v,.ebr«.Ir,N., 14KRtT~fDlTAISAAEtAGSDI~TSG(,11[At ~W W~IIOR~aSa~iDal,[t~Y S~Gt,~M/yA^OV:~/,r/f l.D~ityS S~1[1,0~b~tD a'tt,~ r~iaa 1 YRII~R. RAhfT.ld V .:IA .RMN? I W
SoNRto v..{.tt. NODlrue°RtDAArtco OYERW[DIII/Jm1TAflEt1T00i11~.G01t AAt1tD DOk1l M ttlR[A, MAT 90~t0'f 7 t, TOJONTWO STAIPS.MATROtUtT0AM01011 R Mlrr xt. floltoT Sixfia we l.tt •
Pips Outlet to Flee Mee- t7tD Of T1It /RNgUi AOII S11K°Af SSOWl~ ANO lJf ATROtOtTOAMOgA AK t!0 aAC KL th tftiAtM Iuwx.ASSltalr<~woswucvorr ROCK CHECK DAM
No Ylea-0elined ChanrLel t7it JUST 1EtOHMAltWOASIOT, S NSPttTAI ltlll0[S KAl04rAlT, AMD AfTfR I a+onstoTa tfdoolrxr, Auo Arita ftAetSTO1MS TO of(Ot ra a tRO570K
2 GRAVEL 9 WIRE MESH DROP INLET SEDIMENT FILTER OISIOfAT1at0AfklttU'1AICA' ~05~11a0U _ rnosaNaascrvm.Ar~trAOOnwft~tt~otr KMaAM"VILCRLSm,AftDIDESLIL1MUDltOMAN1 - -
tKt~~LMrA.~T~rL~K~,,,,aAM"VIOI,AC V~tV~ G HARDWARE CLOTH OR CONPARABLC WIRE MESH W17M I/2. OPENINGS SHALL BC LAID DYER TNC 3dD A A t~ftRlr.{IIA1~ WlOM:i~llllt vlAK1Rm
PROP INL(T SO THAT THE WIRE FXiLN01 A YW, a 1/007 KTONO EACH SIOC Of TNC WIC{ , STRUCTURC.I/MORE THAN ONE STRI?OfYCSM IS N(CCfSART,OVCRLA/STRI?S1f0pT tMW.). ~ L TaP of aF,~
0. NCOOT AI S wA7NE0 STONE SHALL OE PLACED OrCR TNC o•ESN TOA Aele{I{I• tf00T OEPTN ANp 1'•a' FRCfaO,apO AYH, ^ TOP FtEVATIGN OF STORM wATFR CAP lisp OF PIP t m E PYC OR
IXTE NDIi4 BEYOND THE INLCT OP(NMG BY IB" (WN.). c. CHECK OEVK:E AFTER EACNR4N. REPLACL WASHED STONE If ITCLOGS WITH SEOIMFNT. Plan T PPD RIS'cR V,rnl SIOTa 5-0' KIN, ~f 1 ~ FLDOD STORAGE
4 t d 2~ al
TARP
.:,_y IB" Mln. crOrtl 12"MIn.OrdN Sr01mon1 LaE~ R~uno I f I ~ W e ~ r sm+uFNr sroRAS~ ~or%e
u7 w ~Fitler s w Ei11Bm sr IYPIUL RIPRAP CHANNEL
~ • ~~~~il}- M DlBnkx NOte3 ° a J 1 , PYC (NOSUrrst /`U12` D , 1,S ~ ~AffiITLFP7N
~ •K I the r }qrv, lpy~~T 4. 1 W_ 1, la 16 the lertpth 0 {prop IP" '~'F aP~• 6", GRAVCL t GIIAYEI. LEGGING I R U
Sodlrrwnl f111{no wmu wln M•M PlpeOutletbWeA-0erlned ~ 2. d • 1.b Umes the m~ ~ FILTER DYER TAF~FXTENOSTOTOEOFEIAOKSI,ppE I
atorb diameter but ' _ flTarl 6'. PIARA6000•SHAPED WATERWAY NEM BIONE CENTER (SHAPED BY tAILL002ER1 aY YRTN aIONE GENTEII DMIN TRAPE2010AL ~ n aUlE00ZER 1 z SEE NOTE t
3. In a well~leflned channel ex• . NOTES • Appfitoa..bN Nor, conunu°Ma n°.{ art tAP«ud, Bm Aot NMS poneM} Dt Morn,•our,•pnl • tend the apron upthe ctTannei w OwA6HE0 STONFf~,TFR • i TOP OF SLATS
couw McanwnNna a eellq}o b RoorOT {IrvclNa{, Nol Ik nw+tmonT, v11gt1a,rallA}awX,dldN pfopNN•1, Vnpr0lotbd Wlol, ol6. im n1~4t nm ngtjDJlOrlr. TAI[ yp• of Gtrlu RW{I _ A A iNDnks t0 an elevation of 6" SEC'f'i0N THUR BASIN 1WD x'11,
n~(v r D. r{tet .Mn orrrtler Ra, AnaanDlr on aPOwe rm {low, above file maximum taiiwata 3 depth M to Ne top of UTe twnk 1' p TER
~ whichever is less. fOUAC[• Y,, {KC. YOOI/ItOeA(WA/TCO Ir .Ct01•(ry, a,.M 3•{•N. Vrr1 •1 lrr.l••4". . , t aiJ , rw©i{iacrH
• 4, A fitter blanket or fitter ir4riC w / Bhoub be Installed between - - 7ARPPROTEL`TIQy ~D1yOHANDDURYTARP r,~
the riprapand sdl loundation. _ Plan 1 1 ~GfE (MIH, t2 j
le" K A G A FI c M lie 4' NOTE ,fin
• GRAVEL BEI GRAVEL OEOOINO 1. DRAWi1ONttRiSFR9ttAI19EB'$GtIDpyO ~ p ~ rW1E~ TO tK VSEO wNER[ E%CESSIVE STdRNwArER' SANDSt015•SIAfdSFUIiBEPtACED1IB'NADE
a. PLACE CONCRETE BLOCKS LENGTHWISE 0 NT BLOCKS ABUTT,N THE ~IGMOTUCAN 6E VARREDETER 4 Of THE INLET, WITH 7ME ENDS Of AOJACE V•SlNPEO WATCRWAY WITH STONC CENTER 01 YEIACITIES PROM&T vEGETATIVE LININGS. N RADIAtA(tOUN PIPEVFATiCALSAw ~ ~ WITH STONC CENTER GRAIN p C~U15~•LONO. ~ Ag10R MTROLI SIZt Of STONt 11VST a[ OETERNINED 6Y m 2 THFTARPUSFff
ING.ON DESIGN NEE05, 8Y STACKING COMBINATIONS OF 4°, B",AN012" WIDE BLOCKS. THE WN. 1 SHAPED BT MO10R MTRDLI DEPEND HEIGHT SMALL BE 12", YAX. HEIGHT 24". , AI'PRO?RUTE DESIGN PROCEDVRE. ~ tOPAOTEDTTHEv+FJaSH~IU.aFTNEYapTry SR@CIPIETI. TNELENO'rNOFTHETARP$NgtiBEACC01itlINO
Q WIRE MESH OR MAROWAPE CLOTH W/ I/2" OPENtNG3 SMALLBE PLACED OVER TME OUTSIDE VERTICAL ti ~ , OINENStON3 TOR D e w VARIES AGCOROING m IOAVAItABtE50PPlY,,IPNUiTIPLFTAp I ~ t~ TO O[SIGN. TkEN TARPS a`14Li 6E UPpEA T PS ARE TO BE OSS I R~,
FACE (WEBBING) OF TME BLOCKS,TO PREVENT STONE fROM BEING WASHED THROUGH THE MOLES IN I I " THE BLOCKS. $eC11onAA ~A' ~ • t2•TARPStU110 A IEASTIT.THEUPSTRFaM G'F 5HALL8E5oN1LNEA DUTYSII,UER ~~TARP.T1{ET I ~~P
c. STONE SNAIL BE PILED AGUnR Tr.E WIRE TO THE TOP OF TME BLOCK. N000T * 7 WASHED STONE. FIRer . r TARPAULtN3FOR U. ~ e'~V+'atvTa 3' ' m REb$STANCE ~ 1 ~t M
0. CHECK DEYICE AfTEA EACH RAIN. REPLACE HASHED STONE IF ITCIOGS WITH SEDIMENT, blanket t N ~ i IP. RAP LINED CHARNELS q CU5T~M
? SCRAP I"~f"BOARDS PLACED THROUGH THE HOLES Of CORNER BLOCKS PREVENTS COLLAPSE. RIP. RAP LI wko kwon CoAenN 8•)pd wln Span 4 BASIN. ~ oETAU rscNr~ ~
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SEEDING SCIIE I"i4"Set}}8teq (REVfiEDI 1-I SECDINC SCIICOULR SHHDBED P PARAlIOII WAKE COUNTY CONSTRUCTION SEQUENCE
?•Slono flll}f 1. Chisel eoapaeted areas and spread topsoil $ iachea deep L Obtain a land•disturbing smut. Schedule a resconsturcdon conference with the
GRAVEL C N TRUCTi N NTF~+NC shoBiaers, s1dD Dltone}, sIo NOTESe Ca MRaN MOr, tlo•a. Owflar wPa010t, }rnwN }wWre POMI,y.nwd lRt t3ructon, 'TEMPORARY ~ '~1 tae Ditches, StoPas paax. 7:11 onr ad~sraa soil conditions, i! a~ailabie. p p • Environmental Engineer,
e1 rccorE L+..« s•aa. V•t M Rrr.l•.+«• X 20t W o 6~~ D AT A MINIMUM. aorllc[•r..oecc, eoarreooaEORAfrzo w A BE USED. PAO TO BE 50 L DATE T_YEe ' stall ~avel co>JStruction ad tem or diversions, silt fence, sediment basins or . ~ TyEe Planting Rate 2. Aip the •otir• area to 8 inch depth. Z. In gt p p azy
o. NCOOT# S Dr # 51 WASHED STONE SM LL I PROVIDED. Auq 15-Nnv i Tall Fescue 700 16s, /acre other measures as shoum on the approved plan. Clean only ss necessary to install 700 lbs, /acre Aeew~e all loon roots, zoota and other abstractions 1 these dcvices• Seed temporary diversions, berms and basins immediately aRer
A 1 S SUFfICIENI TO ACCOMGDATE URGE T.TUCKS IS TO 8E ~ Nov 1-Mar 1 Tall Fescue -STORM DRAIN INLET PROTECTION- b, TuRNINC R D u ew1DE FOR MAXIMUM UTILITY 8Y ALL CONSTRUCTION' E Abruzzi Rye ZS lbs./acre leariat.sorfaoe reasonabh saooth and nntfon. wnstntction. W 700 lbs./acre
c. ENTRANCE(S) SHOULD BE IOCATEO TO PR, Mar 1-Apr 15 Tall Fescue K AND GRAVEL CURB INLET EOIMENT FILTER ~ VEHICLES. R CT {LOW OF MUt) Apr 15-Juh JO {lulled Common Bermudagrass 5. BLOC rmuaa rass zs lbs. acre Appl ajiiooltnral line, fertiliser'aad superphosphate 3. Call foranonsiteinapectionsbytheEnvironmentalBngineerto v / naifonl and si= rith soil nee below), obtainaCettificateofCom fiance.
A N 0 N A CONDITION WHICH WILL PREVEN? TRACKING OR CI OME HANDY. Jui 1 •Auq 15 Ta11 Fescue and G Two CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT ErtNER SIDE o. MUST eE MAINT 1 E 1 t20 lbs./acre ~ ~ P 7s Tbs. /acre d, Be 'nclearin and grubbing. Maintain devices as needed. Rough grade site. I~
it TOPDRESSING WITH STOhE WILL 6E NECESSARY{ KEEPS ••~Rrolmtop hlillet OF 1HF INLET OPENING. a 2". STVO SHALL BE CUT aN0 PIACFD THROUGH THE OUTER HOLES ORTO STREETS. PERIOD '•'or Sorghum-Sudan Ilybr3ds Of THE SPaCCR BLOCKS T08RACE THE fRONi BLOCKS. igONT BLOCKS ARE PLACED ON THEIR SKIES n Ilybrids 70 lbs./acre S. Cootia.%e tillate taatil a well-pnlrerised, fin, reaaoaabl~ ~ g 5, Install storm sewer, if shovrn, and protect inlets with block and gravel inlet controls,
MAKES' IT ONTO THE RC•D MUST BE CLEANED UP IMMEDIATE . aCR055THFINIETaNpABVTTINGTNESPACERBLOCKS. ANT MATERIAL WHICH STILL mifcn seedbed is prepared ~ to 8 inches deep. to 2 :1) , sediment traps or other approved measures as shown op the plan. Begin construction, W~
a T MPARA WIRE MESH WITH I/2° OPENINGS SHALL BE PLaCE00vER THE Slopes (J:1 to 2 :1) D. NAROw RE CLO H OR CO BLE / OUTSIDE vERTICaL FACE IwEBBINW Of THE BLOCKS TO PREVENT FILTER STONE FROM BEwG WASHED e~~' 8. Sees' oa a fresh prepared seedbed and eo~er seed li;htl7• building, etc. .a ncariEicd) so lbw./acre ai seed ai neat or colt! ack after aeedin~. 6. Stabilize site asazeasarebrou btu to finish adewithvegetation,paving,ditch t-N l th 1n~ eq p p g P
THROUGH TNEHOLES w TNEBLOCK, DO . Mar 1-June 1 Sericea Lesl>edeza (ncariEiedl P / c • ~ linings, etc• Seed and mulch denuded azeas within thirty (30) days of completion of
c. NCDOT X S WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK, ,q.0 • ' a N STONF If fT CLOGS WITH SEDIMENT. ~ ~ pVr' r / (Nor 1-Apr 15) Add Tall Fescue D. CHECK DEvIUaiTER EaCHRA1N. REPLACE w S ED Pp1, r T ? (Dlar 1-Jun JO} Or Add Weeping iovegrass • lzo lbs.%acre !lnlch Ya¦ediateh after asedint and anohor snlch. anus rass 10 lbs,/acre ~ any phase of construction. 9
^ r ~ (Mar 1=JwT JO) 0,•Add (lulled Common Oermudagras ' Woe M•M Curb Inltl S•Gmen1 LOden iillereG wDler ~ I rTOr Nnmon Dermudagrass zs lbs./acre 8. Ins cot all'aeeded arcs and •a3ce neeeasarf repairs or 7. When construction is complete and all areas aze stabilized completely, call
_ _ - Runon / fq/ Jun 1 Sep 1 Tall Fescua aid - - I ` w~ "'Browntop Millet Ina lzo lbs./acre reseedirt~r within the plantint seuon, if possible. If for an inspection by theEnviroomenWEngineer. let 15 lbs,/acre stand should bs over; 60X donated, re-establish follosrfusj S. If sate is apptoved,ren7ovetemporary diversions, silt fence, scdnnent basins, etc., and
Q - _ - ~'°rtb•~ ; „ • , ' . i °••or Sorghum-Sudan hybrids s ~ \ Sericea Les edeza (unhulled uns< Ulan Ilybrids 70 lbs,/acre oritinal line, fertiliser and sssdint rates. seed out or stabilize any resulting bare areas. Allremailtingpermancnterosioneontrol Ea (unhullDd-unscarified) TO lbs,/acr6
° t¢ 1,r `T„ ~ ~ Sep 1-Mar 1 p lur^ - r:•'~.a ~ AtMime3rn a, and Tall Fescue A -711 ~ ~ •-i• ~ ( r • G,~u Is InIIC 11t . (I'° . r i~ I Z 1 R 8 loo lbw./acre ~ once treataeat devices, such as velocity dissipators, should now be installed.
- $eGlmml I ~dlt' o`a ~ t (NCV i-Mar 1) Add Ab U Z y " Curb lnlU 1•Arf! i) 2s lbs./acre f3 • Condr2lt Conn:, s ..fun Inspector oa nniiatea 9. When vegetation has become established, call for a final site inspection by the and fsrtilisatioa aftez penansnt coyer is eatsbliahed. bnvirorunental Engineer, , Obtain a Cett7licate of Completion.
- _ _ _ _ NCCOT # S o?>sT•woEn~e SIORB - 2 • X A"Stud Brace sApph: diricaltnral Liaestone - 2 tons/acre
GrordFDUr^^ - Conatae+acA Consult Conaervatlon Cnginerr or Soil Consr - formation cancerninq other alternativos fnr vac err or Soil Consrrvntion Service For adaitional in- ernativos for va station of denuded areas. The above $ tone/aCTO in ela7 soils Environmental Engineers flfflCe# 9
....a a ,._a.... I....,T .,..,.d: tinna, nrhnr °Radina . _ _ _ _ _ _ _ _ _ _ -
1 vegecauon races are uwae ...r..,. a.....- rate combinations are possible. Fertilizer - 1000 lbs/acre o 10-10-10 Dave Pamell 856.7549
Lemaster 856.6198 ng to optimum season for desired permanent. vegetation. :+aperphoaphats - 500 lbw/acre - 202 analysis Kale
NOTES Applicable Or ewb 4nNFs.nere an 0runo.caoo6uiry is nece..ory ioar.e.nl n<ad.e VOna~nQm roni of me ,nle d iGIhTS Of INGRESS 0 EGRESS UtlTll SITE IS STABILIZED. FREOUfgT ***Temporary - Reseed according to optimum se+ BE PROVIDED. Do not allow temporary cover to grow over 12" before mowing, otherwise I= Squires 856-6199 o grow over 12" in height Mulch - 2 tons/acre - snail grain straw Jakv Taylor 856.7548
so..ch ~..7.ee..001,1(o&AroA,eT(oe..<ror e•s.o1..,.y-e•es.....er..,•~..... \GTES AP~.:C4~lE AT THE D V.CE auD TIMELY MAINTENANCE MAT CHECKS Of fescue may be shaded out. Byron Brady 856-6195
Anchor - Asphalt Baalsion 0 300 gals/acre Maria Cox 856.7558