20081015 Ver 1_More Info Received_20080916

51 Kilinayne Drive
Suite 203
Cary, North Carolina 275511
11
ADVANCED Wa?E ph 919.481.6290
C I V I L 1) E S I G N fax [phone]
•
TRANSMITTAL LETTER
Date: September 16, 2008
Re: Glencreek Subdivision Phase 1 Construction Drawings
Attn: Ian McMillan
Mr. Ian McMillan
Division of Water Quality, Stormwater Department
2321 Crabtree Blvd, Suite 250
Raleigh
Dear Mr. McMillan:
Please find attached:
Reference
No. Copies Number
of Sheets Notes
06-0003-02nc 1 13 Glencreek Subdivision Phase 1 Construction dw s
Ian,
Attached is the revised Phase 1 construction drawings for Glencreek Subdivision. Let me know if you need
anything else.
Sincerely,
_i
Ashton Smith, E.I.
919-460-2023
N?D IN ,-r,-N [9 0 K9 I
SEP 1 6 2008
DENR -'WATER QUALITy
WETLANDS AND STORMWATER BRANCH

p{,... ~ti '@
~ ~ Y` Q<, ~ a E Oammr I i i ~ ~ ~ j j ~ I ' I ~ ~ „ _
3088 8t s .,-~,0 ~ ~ ~ m E~~ _ , m._. ~ C ~ 4-~ ~a ~ ~i ~ J
Tpr. ~~4apdaleLn
;c~'. t, Cfi„' ,r>
Alch~ tG - _ ~ ~ ' 1 ~ ` ~
. f ~ ~ td ~ ~ ~
is a '~'~"'"~1 y , , N ! I ;1 j i ~ ~ i
r. ~ ~ 1 i, ~ ; R..
" ~ ~ ~~ekerman Rd rc ~ ~ ~ ` f < 1 ~ ~ . ~ ,
, A,, i
( ¢r' pr= _ e 1v~ ~k Q
~ ~ , ' \ ~ ~ ~
b.`s
01~ Gasgade Dr @~. ~ c~naa ~a q~gpAs 05
` ~ ~ . ~ I ~a ~ ~ o
' ~ % ` . t~ / ~ ~
_ _ U,
; ~°~a ' ` ,~,Q
€ ,fir ~ ~u~, i
~ ~ ~ 1 1 , , ! Vii, ~ ~
~ ~ i i ~ v'
~ l' ro
r ,/f ~ ~
F ~ 1 ~ ~
a a ' ~ w
~ ~ a
w`; d~a ~ 1 4 ~ 1 ~ \
~y+~ ' ' 1 1 1d!l~saY ~ ~ ~ ~ ~
~ Auslm Dr
m ~ / 50' CARDINAL ~
VICINITY MAP ~ GAS EASEMENT ~ ~ ~ ~ ~
SCALE: N7S
~ ` i G
t ' !Et~DR I Cy
FUTURE CONNECTION INTE M TTENT ~ \ STREAM Z

~ ~ ~ W
~ , i
' ~2A ~
/i 4A ~ PERENNIAL \
t STREAM ~i U
CENTERLINE ~ 1
~ 4 2 \
100' RCOO-2 ~ INTERMITTENT ~
BUFFER ~ 5 STREAM i ~
i~ 3 CENTERLINE ~ ~ PROPOSED STREAM ~ i
~p ~~5 -xp~" °a 3 CROSSING i~ ~
~ ~
r. 1S,~Y~i% i ~i i il~ ri 3'3,t^ ~ q'v. /8 7 / I.
/ n
E'' ~ ~ `"+-._.s~ ' , ~ ,:ny ~ is i~ 50' NEUSE ~ ~ \ ~I-, a ~ g RIVER a
10 BUFFER ~ i
rj _ S r ~ ~ 13 11 f '
"~~^r, r rte' i i 14 r,--ti.~% i
',i r '~9 Yyi j^ _i {r r~,S J:.7 _ ~a.~4sx' ii y'-,'+,, T',~;.~ I+~. O h e \
I~ r 0.a. AS' . ~ ' i7 i2 ~
i U ' ~ ~~x ~ ,y . J. ~'k ~ / ti A ti- ~ L6 t ° ~ 18 / 15
~ u ~ d ~ s / 2 9 ~ a ~ 21 i6
~ 22 ~ i9
` `.-~~„r~ fir, , E ~ - / d Z6 Z6 20 ~
3 ' ~ 27 27 24 23 ~ GRAPHIC SCALE
1~ ~ °''r / 28 2', 28 25 100' RCOD-2 - ' _ euo o aoo aoo eoo ~sao
FUTURE CONNECTION / a i " it; i ~ 1 r 29
~ . ~ : ~ ~ ~zs -,.x,~ END INTERMITTENT 1 31 29 BUFFER \
r~ ~r~~~'~, ~ ' ~ ~ ~ < ~ ~ ~ ~ STREAM w 30 ti ~ ,A r ~ / ~ l / 32 i2 30
f ~ ~ d# • ~ 50' NEUSE RIVER BUFFER 611 ~ ~ 33 t. ~ ~ 35 33 ([N FEET )
~ ~ ~ `w NO CONSTRUCTfON l ~il 34 1 inch = 400 ft.
~ ° ~ ALLOWED ~ ~ ¢ 5~ y ~ ~ 36 ~ 0 PERENNIAL \ ~ 37 STREAM
` ~ ~ INTERMITTENT / QO / 37 ' f . ~ ; ~ STREAM / / 39
, ~ F~~°,; - ~ 38 r ; ~ ` fi _ ,r ~,,i ~ CENTERLINE r~o ~ :r~ ~ ~ a ~ ~ / 38 CENTERLINE ! EX OF D !
41 TITLE SHEET 1
~ , ~ ~ I ~t ~ ~ . ' a ~ 82 / 42 ~ p~gSF ~
` ~ ~ 80 43 42 ~ ` I OVERALL SITE PLAN 2
Y~~ ~ . • ~ ~ . 79 / 44 45 ~ pNgs~~ PLAN AND PROFILE 3-5
~`m ~ ° ' , i ~ G i ~ ~ 77 ~l / 46 ~ ~ 83 48 STREAM CROSSING 6
o ! ~ '~r, .~r~ ~ r , ; • 76 78 ~ t 47 f d;~ i r ~ " / \ l l EROSION CONTROL PLAN 7-9
~ 7 ~ 84 ~ 49 ~ , , 5 P / 50
r r; F r , ~ ~p 73 ~ 51 EROSION CONTROL DRAINAGE AREAS 10
~i ~ r , . `~-'V 0 9 ,T . , t - a` i 7 53 ti 2 ~ ~ EROSION CONTROL DETAILS 11-12
• f ~ I 'f ~.y ~ , ~ ~ , n Note: Centerline J ~ NCDOT DETAILS 13
:5~ '2~ 71 0 / 54 r . ' ~r ; ~ ~ of Swift Creek is 56 0 ,r~ r ~ - ~~^.u ~ 7 .E h ~ F~ property line. ~ 0
N 1` " ~ ~ ~ „ ~ ~y 55 ~ ~ v ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ - F 57 BEASLEI
° z u ; ~ / ~ BEASLEY BRANCH TOP OF 4MEST BANK THE PROPOSED CONSTRUCTION PLAN IS FOR PHASE 1 OF GLENCREEK
a~~ ~a ° f . E / 58 m y . ~ / 69 SUBDIVISION AND Wlll SERVE 39 RESIOENIIAL SINGLE FAMILY HOMES.
~ ~ 'i y ' ~ ~ j ( ;w",, \ ~ WI T CREE 1 ~ l 59 so a~ ~P ~ r Fr ~ 1 ~
~ ~ r ~ ~ - / ~ / 0 NOTE: CEN SITE DATA TABLE NOTE: CENTERLINE OF {
g~;. ~ / 61 SEA El ~ _ ~ - ,r ~i to ~ 1 67 PROPERTY SEASEIY BRANCH IS , PROJECT; GLENCREEK SUBDIVISION
00 r .r ' i / PROPERTY LINE d' ~~i PREPARERS NAME: ADVANCED CIVIL DESIGN INC. ~ i I ! AREA OF TRACT: TOTAL AREA=137.24 Ac.
i 1 N YY l 4 J / a ~Y.~~..~ t?~ 4' / / 1 ~ PIN NUMBER: 1628-18-5682 O.B., PG. 12998, 2411
f - i ' ZONING: R-30
~ . > 1 . , ~ ,r ~ ` ~ r 64 EXISTING LANG USE: VACANT
Know what°s below. PROPOSED LANG USE: SINGLE FAMILY HOMES
ti4S Rid ~ ; v J ~ ? / / / / / y sr~' 1 d ~~i'~g p rif ~ r4' / before you dig. WAKE COUNTY, NORTH CAROLINA
y _ r ~ . . (D ~,.ro ~ r~ k ,u ~ ~ ~ ~
~ ' 1 ~ A,~ - ~ a ~ V 1 TI°f LE SHEET
h A a nn~ C"vll, . - r ROR
s t3 7' ~ 'M ~5 y i / ~ ,y~ 3 u OWNER/DEVELOPER
^ 'sae i ~ fLE PRESERVE, LLC ~~~ul l 1+~~~,,~ CCINSTRUCTI 1 S
N r 1 O ~ 1340 SE MAYNARO RD, STE 104 GARO~~~~~ PIN: 1628.18.5682
AERIAL PINTO 1 1 ~ NC 27511 ~SSIpN•,9 CARY,
z _ _1 r N SCALE: 1 =800 , r S r,~f's ~ q, 4~ '9 PLAN PREPAREp 8Y:
A 1 M ~.f / FRS ~ 919.481.1926. `~>cr S~Pi, • n.
0 a °~R. t' r/~ ~.3~~g~ 4;~ ` 51 I<ilmayne Driue
51 1 k PLAN v"~, ~kliy ENGINEER N,Q~~ Cary, North Carolina 27511
SCALE: 1"=400' ADVANCED CIVIL DESIGN, INC. ;VcHAE ~ ADVANCED ph 919.481.6290
U Z
N O 51 KILMAYNE DRIVE, SUITE 203 C I V I L D E S I G N fax 919;481.6291
I ra CARY, NC 27511:
O O O 919.481.8290 SCALE: 1" = 400' 1 /13
I c0 SHEET
O DATE: SEPTEMBER 12, 2008
ni

1 ` 1 ~ r' ~ ~ ~ W ~ , ~ ,,N ~ ' ~ i + ~ ~ ~ _ ~ ~ ~ , ' ~ PROP05ED IMPERVIQUS AREA BY LOT ~ , 1~ ~ ~p ~ ~ j } i ; i LOT NUMBER MAX ALLOWED PROP05ED IMPERVIOUS
` - Henr•L. $Uffaloe &~dane.B..Cocks, - - : ; r / i us ees- PkRE~VN({1t.S'~tEA~4' , ~ ~ ~ i _ ' + ~ ; ~ ~ ~ , ~ ~ ~ ~ ~ ~ rl ~ IMPERVIOUS AS DRAWN 5F
, ~ ~ •1~36.5tr~Ac_. Deed N NE _ _ ~ ~ ~ ' ~v , Ji ' Jane 'd~ ~hhrlcs ,Cock's ~ ' + ` _ ~ ~ ~ 1 60D0 5099
' _ - ~ ~ .v ~ 0.8: 8302, P "2646•-. ~ o p~ o t , ' i g ~ ~ r/ - t~ ~ 4 ~ ~ ~ ~ 3;,93' ~c., ~ ~ ~ i ~ r~ ~ ~ i~ : 2 600D 5083 ' ~'D'~~ ~~90'4,; Pg; 109: ~ ~ - . ~ 3 4500 3853
' - ~ ~ ;PIN: 1629_2p 3686. _ . _ , , ~ ~ i ti _ ' ~ , r ` ~ 1ao''~eD~,~;' ~ ~ , ~ , , + PIN: ~t~29-4$-'31~48~ ~ ~ ~ _ ~ 4 600D 5094
_ ' , _ BUFF'E ~ ' ' R<~1PO5ER SEPTIC' , r ~ ~I ; , ~ ~ ~ ~ ~ 5 5D0 4007 ~ ~ . ~ ~ ~ BUFFA~.gE P,RESE~VE ,'LLC 6 6DD0 5139
J - _ ~ ~ CT10N ; ; ~ f FUTtlRE CONNE ' , ' , , , ~ _ ~ - ~ 1$:82 AC; ~ ~ 7 5000 4275 ` ~ ~ ~ ~ ~ D.B. 1 "c998 PG. 24a 4 ~ 8 4500 3861
~ ~ - ,SIN:,-7629-53=13$8 ~ r~ ; 9 4500 3543
....y r....~...~ ` _ _~_~._T _ , ter, ~_.~.r i~_ -...m cR~`~4 ~ ~ ~ '~~,~'TO BE ~ ~ 10 4500 389D ~ -~-'t~2EEC0~181NED, ~ ` ~ I ~ it
1 ~~r _ _.1-rLv-.~'~ -y~c.. _ ..-rte ~ _.L__ ~ 1 ~ ~ ~ - _ _ ~ { i i I 13 5500 4867
y ~ r` 20' DRAINAGE ~ ~ v ` ; , ,'-T ~ - ~ '~~~ARDIIVA~:~G`AS~~A\ \ ~ 'Q 'y 14 55D0 4514
~ : ,t r - / ~ ~ j' ' ~ t EASEMENT ; - 4 " '2-8EpT1C"-~-~ •=-~--~;01;EltCIE - SEMEN '~QQ'~' r ~ 15 7
- _ ~ _ ~ ~ ~ ' ~ ' ~ , 16 5000 4476
~ ~~'i . / 'ti I 4 ~ ~ - ;.,r _ . ACTJV~~R~CR~ITI~3N~~, _ ECRE~1T1~7N~"___ ~ - ~ _ r G~' i~' 17 5000 4428 - ~A~. ` ~ ~ 18 5000 4447 A,CE- ~ - -t_-~ ~ ~ 19 5500 4574
';~69. y~y r 21, t$ / 1'~~ 14, S3 r i ',c~.`~`"--- - 2J Ai~ ~ ; ,~G ~ ~ 'r~r~~~'%~/ 55DD 4519
. ~ ~ , ~ i : ~ ~ ~4Q : ~ ; j `r, 1 50DD 4354
Phi + ~ , ~ i - _ _ ' -'~i , ~ ~BIdFFdLOf< PRE~ERy~ LI~C ~ ~ i t ; ; 22 55D0 ~5~ 4
- ' r ~ ;4.41 Ac. f ~ ~ ~ t, , ~~'~t"!" - ~ ~ ~ ~ :B. ~'1299a~ Pg.; 24t4 r ; i~ ! 24 5500 4542 - ' ~ 44 4
32' 1 ' ~ ~ ~ ' '1 _ ,NOTE:` ,~RE~k'Lq~ATION-sNO~d_t ; { ; ; ` ~ ' ~ ~ P{N~ 1629;-41-199L~ ~ ; ~ ~ + ~ 26 5000 4455 < i ~ ; ~ ' ~ ~ ~ ' ~ ' ; , ~i ~ ~ 27 447
' ~ - ; - r ~IEL1S fifVE'1' AtON ,1M~S1" 9`4P _OF -BANK.:: _ ` ' ) ` ` ~ r' ~ ~ ~ ; r~ f 28 5400 4425
36 _ _ ~ , _ _ . _ ~ - "'?--+-€~VD,INT~~tM{T'f,ENS ~ ; ~ ~ ~ r ~ Z ~ ' 5500 4553
- - - - :4- -f' ~ i ~ - ' a ~ 39 ; - ~ '20' DRAINAGE' - - ~ ~ ~ - ' r ~ 33 ~~p- - .r-- - - - ' I TTIiRMIZTEN7 ,STREAM" ~ r ~ ~ ~ BUF~rA~O~ PRESERVE~LLC` 32 5000 4430 _ r; - ~ ,Q~~ ~ ' ~ ; ~ 28.44 A~• ~ ~ 33 5500 4511
- EASEMENT , _ r ~ ~ ' r i ~ ~ ` _ti- _.-a-, ~ ,'TOi?''gF WEST SANK----- ~ ~ 1 c 1 \ ~ ~ ' - ~ ~ ' ,D.~. y 2$981 PQ. X418 34 5000 4470
, , ~ - x "PIN: `1629=~1 ~89?d6'~ 35 5000 4471 ~ r~ i' ~ . ~ 36 550D 4511
>3 37 _ ~__~6{~' ; - SO NEUSE. RIVER BUFFiER r_\~ , n?+r~ ` 37 6000 5386
; - - - , ~ _ „ `NO CdNSTRUC'flON'" 1 -38- - / o~ -'C ~ ~ ~ ~ ~ ~ 38 5500 4508 39 5000 4472
~ ; ~ ~r~ ~ , ' - _ ~ AVERAGE 5282 4533
y ;r=----- - ' LLU~IAL BLOOD ` 1 1 ~ ~ ~ i ti ' _ RECR ATION 1D,934 i v---,
~ ' ~ r ~ ~ ~ ~ ~ ~ ` ~ ~ - ~ r ~ ; ~ ~ ~ PER THE ATTACHED 5TORM WATER MANAGEMENT PLAN CALCULATIONS ,I ' ` ; ~ , ~UFFALDE PRESERVE lJ.C, ' ;
_ r' ~ - i 11 \ _ \ ~ ~ ! i fi01.3 Ac. Deed) , 9 j ~ ~ / ' ' ~ % ~ 28.44 AC. ~ ; ; - ~ ~ , THE MAXIMUM ALLOWABLE AVERAGE tMPERViOUS PER LOT IS 5 500 SF. eed) t'~ ~ ~ ` . ~ ~p.8. ;12998 ~ G. ,241,$ ~ ~ ~ ~ '
_ "j: ~ _ - - - " ° - ~ , r - . ` ti , - , D.B. 12224,'Pg,' 149 r 1 Q
~ 'BEA~LEY,~RQNCti=~-,- _ ~ / ~ ~ r' ~ 1 PIN~.1fr28=25-*9668 'f .a- ~ETtEIyIAL STREAM",' 1' ~ „ , ~ ~ i ~966~ r~ r~ ~ R{N: 1629-,~t-.8966 ; ~Q i i~ i + 1 ; r~
' ~i ~ ~ 1 ~
' ~ ~ 100 -RCOD=2,' -9 ' ~ i , i , ~ a ? r - r' r ~ -~-~-~--i-`----_' 1 r ~ ~ ~ ,
, r' ~ ~O ~ -
, , , , _ , - V 1 ~ ~ r ~ ! I ~ ~ ~ ~
, / 'fi'r _ ~ , f ' + , - .J ~ -
r' i ~ 5Y r ~ ' 1 ! i ~ i J ~ ' T m i' r' i l ~ 1
r , ~ ,Note.' CenteNlrte,' , ~ - - r % , ' " ' ~ 04 Beasley bra ~ '
'NQ `~CREEE~ LOCATIOtV,Sfi.OWiJ PER' -.~~4', i ' , ~ ~ ; ~,is property iipe.,' 1' • . , , ; yr ~ ~ i ~ i i ( t ' ~ ,
_ ;';~.,'~'F(E~0''St9RVEY At:ONti,WE~T Ti~'OF`~3AN4~''~ ,•l, , a ; ' ~ r
PHASE 1
1"=200' GRAPHIC SCALE
if
(IN E'EE°c
_ 1 _ a , ' _ _ ,Henry l.'Buffdloa Jdng B' Cocks,' ' , 1 inch = 2D0 ft„
' , IN MIRENT-STfkEAM 36:5fi Ac., ~eed , ; \ ENTERLINE.__._~ ,~-"O.B.8~02;'p 2$46
i , - , - ~ , ; _P.IN:-'9629-2 -3 86 ,
• ti _ . ~25,~WI0<r TREE; , r 50 NEUSE ~ -
c- _ '~~ID ~VEG£TA'rIQP! I~ RIVER BUFFER _ _ ' \ ~ ~ ~'r"'~ - ROfiE~ bN'~ZONE r' r'
" , ~Tf ENO IN'TERMIT'GEN,T - ~ , r' ; r ; - i ~ _ STREAM ~
v~ 1 i~ ~ - ~ A ~ 1 ~ , , r , ~ , i % ; r" . FUTURE ~CONI4ECTJON, R~'
.`~~tr 1 , - 1, ~
~ ~ , ~ - ~ - \ r• 1, ..-L-
~ ~ ~ '
f i ~ 1 '
t p ,
_ \ ' „ ' , i, _ , , , S. s , I i , , , ~ _ t A i / tA
~f 79 4n / ~ 7 1; 'mil, ~ , l , ,i„1, ! 78 ~ ~6~'" ~G~ r
' RN R ARMS ' , , , ~ i , , ~ _ - P,i ~ ` , t ~ 'j~ ~ ' , ' , / ~ ~ - ,
~ , :SPCC I , PH II 'v 1 , I ' ~ ' , 82 ~ ~ _ . 6 ~ ,
' ~ ~ ' ' ' ^C~ ~ ~ r ;r, r ,if ' 7~ ~I ',~yl,l+:'; I 1' ~ / t' ~ ; ,i 29
i ~ i~ ~ l` r~ ~ I f i~ll~~''~' + / ~ 1~ sue' 1 30r
rf,,, ,'Ifs` ' / ~ ~ i, } al ~
, r~ ,y~.~i / / _
I , Note: Centerline qf; Sw , ~ ` ' ~ ~ ~ , 41 _ . _
- ;~'i Creek is prop~rtyl~ne. ~ ,l ~ ' :q ' .
~ Swi t Creek , _ _ , , ~ '
y 'J r ~ i 1 ~ , 1,
CIAI~10 (ii~~i
@-.. ~,5S1 p , y•
, .4 ti N~
bi - ~ _ ' r ~ ' ~ , r , ~ - 100 .R"COF3" 2,' .a SEAL DOTE:
I ~ `f'' ~ '-~-,-r- 7' _ ' ~ . - ~U,FFER NOTE: _ i -4-_.1-' 1, CONTOURS 0 CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS ALLUVIAL FLOOD PRONE P ~ ~
' l _ _ t ' / ' - a' WITHIN THE PROI r ~ -..L'f''1 'fi'r 1 ( / + 1 , 1 r 1~ \ ~ / MTHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY. ~ p+ F ~C. ~ ~4
_ / , , 2. STREAM OET t ; ,'ii~r ~ i _ ~ 55 - _ INC, WITH NCDW( STREAM DETERMINATION PROVIDED BY AGRI-WASTE TECHNOLOGY, SOILS (CM SOILS) PER i~~ NGim
' % i ~ ' \ .66• ~ - • DECEMBER 11, 2~ ECEMBERN,D 00 NBRRO 07-275 IN WAKE COUNTY DATED WAKE COUNTY MAPPING 'sip/C~A~! I+,~~~ ~
~ ~ tom, , / , ~.,.,,,,_,,,,;,_:f - - - - - - - ; - ~ ~ ~ . _
a , / ` , ~65 ~ _ _ / , , ' ' 4VOT~: 'CREEK tOCAT10N, 3HAWIV PER'
t!- 1. _ ~ - 1 ;';-',',FI'EtD''SURVEY AL"QNs;. ~ST TOP~OF-BAN4S' WAKE COUNTY, NORTH CAROLINA
SITE PLAN
ITE DAT TABLE
'o _ `i ~ - v ~ s . _ - ' ' • ~ , , ,1 / PROJECT' PROJECT: ~ GLENCREEK SUBDIVISION
o _ ~ ~ ' ~ PREPARERS Ni v ` ~ '',I~ASI' 'Y'BRA(y~l•4'~ Citi "f,'Rule3 St' ` i ; , PREPARERS NAME: ADVANCED CIVIL DESIGN INC. AREA OF TRACT: TOTAL AREA=137.24 Ac.
r ~ - 1 ~ ~ - -',t/,~P,£R~ A `',a~TREAM-'` Y 4 9 ~ i ' 1 ~ AREA OF TRAC ~ "601:3' A%: ~ eed ` PIN NUMBER: 1628-18-5682 ~.r j ~ k.;j c+ ST CTS
/ ~ r ~3 , ~ A:B. 12 '4' `i r PIN NUMBER' _ ~ ~ D.B., PG. s Pt: ~ 6 ~ ' .c , _ _ -P.I 1 28=75.:-9668--~ 1 _ D.B., PG. 12998, 24tt ~ PIN: 1628.18.5682
~ ~ ~ ~ ~ 'ti ' - ZONING' ZONING: R-30 ~ EXISTING LAND USE: VACANT ~ ~ PLAN PREPARED BY:
- EXISTING LANG I ! ` - ~ ~ ' ~ 2~- PROPOSED LA PROP05ED LAND USE: SINGLE FAMILY HOMES
M ~ 'r-' - - ~ = PROPOSED LOT PROPOSED LOTS: $5 ~
. , . _ . _ . , _ _ , , . , , vRnansFn i iN~ vRnan~Fn i INFt1R ~FFr nF ~nen Ramp Knaw Wl~a~ 5 I q 51 IQlmayne Drive
N' I i PHASE 1 LINEA PHASE 1 LINEAR FEET OF ROAD:v 5050 before you dig. na 2511
z - - ~ t :8E-:A8LEY,BRANCH- Cary, North Carolina 27511
PROPER - ~ ADVANCED ph 919A81.6290
N CIVIL DESIGN fax [phone]
O 1 M K
g PHASE 2
1„=200' SCALE: 1" = 200° SHEET 2/13
co 4 DATE: SEPTEMBER 12, 2008
IV

,
GI~API~IC ~ SGAI;E , ~ ~ ~s,
. ~.o . , , . - z~a

~ . . , ~
IAf FEET • , { ) ~ , - ~ ~ ~q _ . _ , : ~
~ _ , . ~ l.i cb - 80'', ft.' z~ . .
• ~ - ~ ~ ~ ~ ~ _ _ 70'X10' SIGHT \ _
_ ~ ~ 0~, , - TRIANGLE s,
-

` • ~ 1 ROAD WIDENING AND '
, , 1 ~ 1 ~ , . - - ~ ~ ~ ~ ' ~\Qk 1 DRIVEWAY PERMIT • - PROPOSED SIGN UNDER NCDOT REVIEW
- ~ . , , .,EASEMENTS
"15' PER-StDE~.TEMPORd Y~ ~ ~
CONS.TRUC114N 'EASEMENTF, ~ . _ . ~ ~1' • _ - PROPOSED 2i1 ~ x00 "~p ~ ~ ' NEW BETHEI.
- ~ ~ _ - ~T0~3:9--SLGPE ~ V ss CHURCH ,RD
FUTURE 5p' R/W FOR PUBLIC R~ - ROAD CONK , ~ , EC~ION 'l;',~', , . _ ~;F,~.'- , EXISTING 60' R/W
Q4-- ~ ~ .
- ~ _ - • • - _
- - s ~ 1
- HEAD-WALL-- '70'X10' SIGHT , ~ ~ ,
_ - - 0' TRIANGLE , _ •._-..r_~"' -~25'-WIDE-TREE.ffND,VE~>'Ai1aN`, ~ " - ,1
;''=_..-:_.-:-_`PROTE~TTvON ,20N~' f ~ ,y ~ s EXISTING 18' - • / ~ - .....PROPOSED 10' I~ C1ILVERT
- fi PROPOSED ~ 50'" aR - . - ~ M. _ ~ ~ ;PROpOSEO 2:1 ~ D1fVAC _ , , 'PROPOSE4-- _ _ - ADDITION L R/W s' 1,
,a - _ _ _t*IEADFWALL - . 'TO 3:1 SLOPE GAS EASEMENT 'RR~POSEt}-2:1., PRD~SE4_. ~ROPO ED - .OpEN•SP-ACE___ ;-nom' - gip' ~0 s y~ 1
_ - ~ w - - - ~ ' TQ ~3: t - SL-0PE - , . OPEN - SP-AC£ - ----=--~-=.r==-s-- ~ HEAD WAl'L • _ _ . - - - -
--torza" .HEAP-WALL-~ " - ^ - _ - • - - g5 ~ ~ ' - - - - -
~ ~ ~ - - - - . - '230 . _ _ -
p,0 - - _ - ,~CHA~NN~ ,PROP`--~-~ ~ - q~^ ~ '
-30b. - V 4SE(i, ~ j R~30'. - - ~ ' - 'GNU-WALL ~ a o~ y s
` SED OUTLET-. .1
ENq WALLG~2 - - - - - - - ~ _ - PROPt}SEQ.ACTIVE~ ~ ``Z ,PROPOSED - ~ .PROTECTION .1
'-%r REGREAT]ON~~OPEN ~aPAC{; - - .ENO WAtI`--- PROPOSEt) OUTLET, PROPOSED pROP{~S£0 OU'TLET~ •C ~O~ED• . ,
- ~N S PROISpSED •PROTEC110N - ',OPEN, SPACE ,PROTEgT10N ~ANNFf;- - - M ~ - - _ ,'L 1 OAF ~ , ENO PROTECTED TREES IN - s,~`. , l ~
Eti 4 cn .tr CHANNEL 3 : , j ~ ~ ~ ~ ~ 4 ; THE, TREE AND; VEGETATION ~ ~
. ~ . ~~G ~ ~ F , ' ~ ; PROTEC110N ZONES W1L~:~ ` , i
PRQP - _ ~ ABED' - • - - . / ' y~ ~ ~ -_>rNO a - - --C-~ ~fC BvF~'ECts , ~ ~ ~ 0~'F`q~D- ;DIE 6ECAUSE'~OF THIS ~ ~'4 F ~ DEVE~.OPMENT. 1 . , ~ ~,~~F ~
PROP05ED.CHANNE ~ . ~'r~-- % ~ _ - - - - ..r•, .1; _ _ - ; INfERMITTLNT ~~FAO' , , ~ 1
ou, r-_goTECnoN . - ~ ' So' N~~ - STREA)~1 ; ~ ~ ' 1
- . ~ :R~_t~R=BUFFER; -~=~OWWf;D• - - D- - - - ;A; ~ ~
_ ~ ; ; f
- - l: ~ ~ `
SCALE: 1 "=60'
P1fl STA = 3+44.35 PVI STA = 1+50
PVI STA = 7+00 PVI Sl PVI ELEV = 317.5? pN ELE PVI STA. = 5+00 PVI ELEV = 334.91 PVI ELEV = 346.46
A.D. _ -20000 q,p, PVI ELEV = 321.57 A.D. = 2.0000 A.D. _ -fi.0000 A.D. = 4.0000 K = 30.0000 K =30.0000
18+00 17+00 i6+00 15+00 K = 30.0000 K = K = 30.0000 60.00' VC 180.00° VC
14+00 13+00 12+00 it+00 10+QO 9+00 8+00 7 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
~ PVI STA = 1 +60.22 fiA = 8+55;6 - - 120. PVI ELEV = 307,26 PVI ELEV 311.35 60.0 ' V 120.0 VC ~ -
_ A.D. _ -4 0000 A.D• _ .0000 C 360 LOW P INT ELEV = 291.98 - _ ~ - M M N ~
- ,--K =--30 00- - M ~ d' M + M p
LOW P NT STA = t +26.43 P ELEV = 29 .59 , 120.00 VC 60A0 VC P STA = 17+ 5 A.O. = 4.90 5 n n ~ M ' + N M M N V > ; 360
M li! > > W m
.D. = 2.095 o ~ n r + ~ M 147.13 VC M M + oo ~
K = 30.0000 ~ ~ N + ~ ~ M 340 ~ ~ _ - _ N cp `0• ~ N n1 ~ M ~ . W
62.87 VC w 2 N p o0 M - 2 O 00 N ti! ~ U W
_a.o% 340
n N~ w ~ U w w ~ ~ - ~ U U > 18" RCP 338.7
M Of } ~ U > w m _s.o - -----------I
~ ~ ~ ~ N ~ U ~ m w ~ tV Oi ~ W U >
320 -Q,---- w Et ED GR D 24' GAS LINE - 20.36
> m
~ _4.0% 1S71NG GRA > w - E - - -2 Oq 1STING GRA E - --------------t---------- 320
W - -
18" RCP ~6.0% , - - -
300 - - - 312.3
-1.1 % 300
1"R T
291.4
280
30" RCP 2$6.1' _ 280 - -
~ ~
~ ~ w w
_ _ EXISIiNG G ADE FINI HED GRADE ~ N N CEN RLINE ELEV ON CEN RLINE ELEV TlON
N 260 v i EXISTING G ADE FINI HED GRADE ~
CEN RUNE ELEVA ON CEN RUNE ELEV 110N ~ T ~ _ _ 260
E
- o
d' ~D h r• Q t0 tD NI 00 1~ ~ ~ DA'l'1h1~ Isll~"~ :'S0 00
~ UI M In M d' ~ 'd' ~ U1 00 N N ti0 ill h In Q Q1 ~ r. ~ In OQ 00 O d' N~ n r r N n ~ 0~ ~ ~O ~O ~O ~ OcV M N.} °+~+D t0~ vi r; N of W ~tp ~d• W~ t0 ,n c
40 N~ N~ Nl11 NT Nqr NW ~QI ~Qi 0iO Up On Oa0 0~ rU h OM MILI t0 h fp t0 a O N N N N N N NN NN NM Mtn MM Mt~ M MM MpJ t~t•-j Mr+•-j K1'- M~ M~ MN r ~N Nd' N1~ NO N,d: N~~p' rN y~~Ijh~pp~ p~~pt 1~'d Nd' O~ d-d~' r'I
N M M p1 M MM MM MM MN MM MM MM Md' 'd'd' d~d. t0~ ~p tij"' NN N M M M M M N1M MM MM MM MM MM MM M
~ t + - 8 00 11+00 16+00 15+00 14+00 13+00 12+00 11+00
10+00 9+00 $+00 7• 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00
M
ti
W SCALE: 1"=60' H NOTE: ~ 1"= t. CONTOURS OUTSIDE TOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS WAKE COUNTY, NORTH CAROLINA
20 V WITHIN THE PROPOSED f fHE PROPOSED R/W PROVIDED BY FIELD SURVEY.
~ 2. STREAM OETERMINA' TECHNOLOGY, INC. WITH SAM DETERMINATION PROVIDED BY AGRI-WASTE GLECREEK T 0L .OGY, INC. WI1H NCDWO # NBRRO 07-275 IN WAKE PHASE 1 PLAN AND P~~ILE
o COUNTY DATED DECEMBI DATED DECEMBER 11, 2007.
3. All PROPOSED GRA PROPOSED GRADES ARE AT MOST A 3:1 SLOPE UNLESS FOR
v OTHERWISE NOTED. c 4. ALL SLOPES NOTED SE NOTED. SLOPES NOTED WITH A 2:1 TO 3:1 SLOPE HALL 8E WITH
r ~ SLOPE ADAPTIVE PLANT; U sDAP11VE PLANTS. i' UCT~
z 5. CULVERT, OUTLET PI UERT, OUTLET PROTECTION, CHANNEL, AND DITCH DESIGN PItd:162$~1$•56$2 LOCATED ON SHEET 10.
o TABLES LOCATED ON SH i 6. PROPOSED HEAD WAL OSED HEAD WALLS SEE NCDOT DETAIL 838.80 AND FOR
o PROPOSED ENO WALLS 0 :D ENO WALLS SEE NCOOT DETAIL 310.03 ON SHEET 13. ~~1~ I I i ~ r «r~ PLAN PREPARED BY:
3 v 51 ICilmayne Drive
U Z Q SEAL 9+ Suite 203 ^ f i I Cary, North Carolina 27511
N d ADVANCED ph 919.481.6290
i M
O Q O r GIN .4~` CIVIL DESIGN fax [phone] Know what s below. !!'III r: I Impongm
t co ~~tf111111~
4 Call before you dig. SCALE: , . 60'
IV R SHEET 3/13 DATE: SEPTEMBER 12, 2008

360
340
320
300
280
IE
m
R
a
III
�A
rl
A
is
..
!
1.
_- ------ - -_---------- -_-=-
, ---
�-
, -'
.
"1�RN
E E N1AL
STREAM
.
tf�'
,N
CENTER -LINE - � , ,, -�"� ,� t� �..
�~ EPA
.
NAL
, 2 ---- - ----llm- '-- - - -- �... - - '=--l=---, _, , 0" CARDI EAS �� ..a
E`N
%
11 I
11 _1
T .3
_ - -
,, S G,AS
pR - -
w
, IN ,
-11
'.,.yw'.'"'.-:wal.w" �.a-!.r' - - - ; - 'Vw I _ ,rte. �..�..�w�� „w•••� r.r.' >� _ - - - _ _ _ - - - - - - �1' _ - - - - J -
,�.. =- - - - - -
--- -= - - - - /, _ f= -r- ENT - PROP95ED- _ LLTV _ _
�" EPTIC EASM _ _
_. -11 � i - /' T
4 S for 2A--
1/5
LOT A A
---•-
A
IN I,
,
_- -- •---• 50' CA - -- F - _ -
,
'O 4A 4A'
�. - _�_.-- -- S EASty �-.� ..- - -
- _ - -11 1 - OQ
�' - - -
5 LO _2 _
__
,
1_
----- -- -
�---
_, �:� --
-_,� _,�=---- �'--T`'"'`'_'`.._.. - ` - 1 SEPl1C EASEMENT-- _
- ---�' _� - - ---- -
y '' E t�t01 7
I
-- �. 10 YEAR -
- --`-_" `I rj _ - -- BACKWATER -�'
7V-� T ,gyp, '4'` /, _ - A M T - ` L'OT` rt _ O ,.-.
0, 4' C, i- 1�R8 5E EN% 1 - - - - 9 -
�, - s
S Y
�=`''
li ,i -
D '' _
4
R' -
F -
1
d-
�', _ ; �''• i 2' LOT 4 _ 1 cn
E 4
E
'y
�-
G
�A
t - N
A
cs� �
R N
,P p•
2
RO 0.
N
EASEM£NT ► wEAt� WALL, - - - _ - - - - w
L f 8#' / - - -- _ ------ -
>' - - - - _ PROPOSEfi'
Al
,' N - -
0 -
�o , -- W
i _ D A
/,
R
EN LL
f= _
. , 1= _
•s
_
D'� - -
__
r" O
1
1 _- - ` i
�,,__
k -
�'I f
LO 5-"'' -
Pf�OPO N
,.
a�EQ _CHAP NES
1 �_
I r OUTLET PR Tl
'`LOT 9 _._---� -
OTEC ON --
,1
^'�"" ..
LO PROPOSED __
- - 70 3:1 5L
k'' OPE
--- Q - _' '"�" �;. HEAD WALL - r. --I.:..... •,_.; ,
3, _ _ i _
-------- - - '� - _
�' 7 --------- - ----
__
1 a `�_
- --
t
' ' ,i, • ------ t/� I' ,'/ /,'' 1, I..,,,'T ! , ,, .�- "- _ - - _ `_______ ---- - - // - - - -_-
I 11 1
}'
q®
_
�'' -,
a
;l
n�
`-5` �T
­_ I - - __
'm ` �' --------- ---_--- - - -----
/-' PROPOSED 2
-----/'�;"/ '�' �= 7 /
I „�, - - -
_ 4 T' _
CUL
1
VE'R
`l
VII
P,
I
25' WIDE TREE
.WRO 0 ED
- ___ AND 0 T
_ - VE AT{ `N
1 50'
R W
2 - _ GE 0
_ r _
0
OUTG E
'P a
o _-
OSE _ _ _
PR -
A A` O
SSP LT - PROTECTION O Z N�
1
111 rn 9
All, + --1 pp', , PR4 C ,0 1 ENO l WA, LL',
11 ll���`A �" ' 1
P M 2 ©p -
,N -
6
_ R' _ _
4
iJ
F
C
o e �
X ON �E TR �- o - - -
-- - - STR R, , E,qM _ -- D - -
�� C,R ` b ' By POs - - /'
d �At 'OAS R P RO 5 --- -/
S P O 65EL1 P ------------- - --
7'' � LZ)T �- -/
EL 6
'I, 11,41
I ,'�' I I
I I I I ­ I I
I-
......,...;.•;••«, Gib rrOly 1,-- .------ END`WALL _-__ _ CM - - - -- NOTE.' cE(�fTERLIN oF,
0 - LOT 7 . ,r- CREEK il; PROPERTY, LINE,
I I II I 1�, I 1,�I
- '1 ,1, ,1 ,I " , I , , , _"-
,, I -I" 'I�---I-----11 -
_d- / i. -
I' --_ _ - ,
1 _-
�% f --- -
�- �', - _ _ -- _ - /-III INTERMITTENV STREAM
I
h. --___ ----" -- -----
""� -I "I '/ �C t _ %� TOP QF WST BANK
t
�,
'� --- -
1'
O q�
- ------ --- -
,
-
----
PROPOSED ��- '�•..-` , - _ - - - P�' _
--
`-�
END WALL _ - LOT 11 - ' �• -- ;�---- 4.., \• - , -' �K�G•v
O
-; _- ., ..._ _ JF ' I 11 i "� ` _ _ ------ ----- _ - - _--- -- - - - Gni. - ,- ----__- W 1
- -- -- - - .-.. - V r - 1 I
i
-�' to S,
_cn . to -
_ _ I
_ 1'- -
__ ,r
-1 �.1
30
-N
-� -
i� 1
L _ V - ` .
• � , -
_ N 1�
• Z E.
T''1 I - ..• - - AIDE
2 - _
.�
/, '
"+-^�C
.!� t --
--
I" Iso s
P' ;
- -
�" 11 - -
_ _ OP _ -- - =--ice`,
E_ _ - _ - --
T _ -
Y'` -
C! -
N
1'
E
'' - _ -
-- -_ -- - ____ - ---- -
_ _ ,'
'�
--- - ,
_ = __--------- - -- -- -- - -- - ; _ (IN FEET j r'
- - - -
- - 0
` - ----------------------------------
-- --- __ - - -
- - - - = 60
1
_ ft:
--- - - _ - - - - - - - -
�( --- ----- I" - - - - _ - -- - - --
f --- '
f _ -----_ ' - _- _--
-- --- - -1 -- ----------- --- __-- - -- ------ ,
-
-
-
SCALE: 1"=60' H
I
11
a
1
34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 19 16+00
II
__
_
-___
-_
N
-
tt
_ -i - '
--
--
HIGH POINT
TA = 20+20
-
---
LOW POINT ELEV -
291.98 il
-360-
en
I *
PVI STA
= 20+50
LOW PONT STA = 17+26.43
;;
w ''
w
----
PVI ELEV
= 295.06
P STA = 17+
5 ,,
_
NA.R.
T_--
t
=
4.0000
-ECFV=-J1.81____
----
.--____---
____.__
i
�
IGH POINT
EV = 276.8
PVI STA
24+50
K = 3
.0000A.D.
= 2.095
11
M
120. 0
' V
K = 30.0000
_
I
_
_
W
-
-'
_
OW POINT ELEV
��F
62.87 VC
-- r '
z -----
----34(3--
i
PVI STA
33+00PVIESTA
- 31+0�O+sO
W POINT ST
28+42.5)
=
1.5000
1
W
W
.PVI ELEV
= 275.56
PVI ELEV
= 277.56
PVI STA
28+50
K = 3
0000
In
_ V
-
-_
--
_ _. ___--
--- -_--
---_..___--
K = 3
.0000
K = 3
.0000
A.D. =
9.5000
O
to
90.0
' VC
180.O
D' VC
K = 3D.0000
F
____
+
a
+
rn
d-
1. t°
`11
--
-
-
-
--
285.
VC
__
---
v, ----
- _________._______320_
Ln
to
O
t`:
n
Oi
V
I
-
-----
--
-
- --
--- _
-
N
h
O
N
N
+
00
CD
j
W
>�
+
t0
+
h
d'
N
N
m ----r-----------
h
�
N
N
W
r`
t%1
U
U
>
I
n
M
C4
N
-
U
-,
__.
> di
W
_
_
N
W
m
_-
_
-- �-
-_ ------300-
v
>
>
W
----
--
-
--
- -
(!1
--
�-
---
-
-
M
�>
_
__._--
--______-
-�
----
-3.0q
SEPTIC
CASING
Q
-0
--_
-
30" RCP ---
__-._-__
_.._____---
_ --
- 280-
SEE NOTE 7
---
-- ---
--
_`___-
m
_
_
-
9
--
18" RCP
286.1'
I
�^
-.-_..._..._.PREP
278.2
-
d
M
EXISTING G
ADE
FINISHED
GRADE
_-_...
__ .. -- ._*
i :-
F ---___.___._-
W
w
-__
"l" s '--
I
CEN
RLINE ELEVA
ION
CENTERLINE
ELEVATION
N '
in
�?
.t _
-.
--
-
._-
-
-
--
_
__.___4__._.____________..__
26fl
I- 'F
`
w
C
EXISTIN
NTERLINE EL
GRADE
NATION
FINISHEDGRADE
ELEVATI
N
EXIS
NG GRADE
54" RCP
N
=
257.45'
,/C�TERJNE
__-- _.. _ - �T _-_ ___--_
N W -1W -M LO rt'0 inO LO`" NO 00W OO Orn rto tDd �t0 h.- t0 �•- Mt0 O^ Opp htp �t0 �t0 �tO hto I.to Nt0 Oto NtO t0 11
N O tel 00 N a0 to tn of st h 00 p0 '"" O M to O t7f an O t0 O tf� O tD . O 0 `- O � � "7 p a) tOei N] � `' t�
_._._.__.___ _____ __._
. M �
t0 .
r rrj t0 ui t0 tp h :O h t0 h t0 O '' N c0 O h t70 O t10 t0 l70 O ai d O cO CfS O M N s} 4 c0 t0 co � 10 Oi O N tV N tV '� vi O CV tV '' .- '` .- m O t0 O 00 O �
h h h h t0 O) tTi tT to
a_ O C 1
I" F h h r. h r. h h t0 h c4 t0 (O iO t0 W tO h h h h h O OD p0 t7D GO Al O� O) O p0 p0 t><l _
F, h h r• N h N h N N N N N N N N N t m h h O p0 p0 p0 00 N p0 t) 0) O 0) t3� N 0 QI IM 01 to CD
N N N N N N N N N N N N N N N N N N N N N N N N
CA
01 fJ1
N
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
N N
- -_-_-_ __ ------ --_,______I___
-- _ - _ - ---------- -----------
-
��.
� --------------- ____'____­_
34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00
16+00
Al11
SCALE: 1"=60' H
1"=20' V
ALLUVIAL FL000 PRONE SOILS (CM SOILS)
PER WAKE COUNTY MAPPING
NOTE:
1. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS
WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY.
2. STREAM DETERMINATION PROVIDED BY AGRI-WASTE
TECHNOLOGY, INC. WITH NCDWQ # NBRRO 07-275 IN WAKE
COUNTY DATED DECEMBER 11, 2007.
3. ALL PROPOSED GRADES ARE AT MOST A 3:1 SLOPE UNLESS
OTHERWISE NOTED.
4. ALL SLOPES NOTED WITH A 2:1 TO 3:1 SLOPE WILL BE
PLANTED WITH SLOPE ADAPTIVE PLANTS.
5. CULVERT, OUTLET PROTECTION, CHANNEL AND DITCH DESIGN
TABLES LOCATED ON SHEET 10.
6. SEE SHEET 6 FOR STREAM CROSSING DETAIL.
7. 4" DUCTILE IRON SLEEVE NEEDED FOR 2" SUPPLY LINE TO BE
PUMPED UNDER ROAD FOR LOT #2.
8. PROPOSED HEAD WALLS SEE NCDOT DETAIL 838.80 AND FOR
PROPOSED END WALLS SEE NCDOT DETAIL 310.03 ON SHEET 13.
* LOTS MAY NEED FL000 ELEVATION CERTIFICATION, THE FFE
NEEDS TO BE 1' ABOVE THE 100 YR. FLOOD ELEVATION.

• ~ 20'. DRAINAGE
o -AND VEG nsA ~ . -25 WIDE TREE ~ ~ r-'"..'""~ , MENT ' EASE
PRO CTION ZONE . _ - ~ ~ , TE
~ - , ~ ,
, , - ~ ~ ~ - ,
. - ~ ~ - , - ~ ~ ~ , n i i ~ i ~ - ~ ~ - ',,LOT 10
~ ~ i ~ ~ r ~ ,
~ ~ i ~ ~ , _ . ~L01' 13,~~~ ~ - -
- 'i i ,
- i ~
, µ + ' ~ , • ~ ' ,
_ , r ~ ~ , LOT 17 - ~ I~ ~ ~ ~ LOT 18 ~ ~ ~
? ' , r , ~ ~J , r r _ " / , , ~ Lot 21 2t ; , ~ i ~ 1, ~s,'
" ~ f f ~ I _ PROPOSED ~ ~ m~',
~ + ~ ~ LOT 22 i , ~ HEAD WALL,' M
- ~ - lOT 2~ i cn `
' ,q' _ + ~ i ~ , a - + LO;f 27 ' " .1
, ~ . ~ PROPd6ED OUTL,~T , ~a.. 7~ 3
~ - ~ ~ + PROTE~ FIO,N - y , ~ ~ m p.
+ ~ PROP~OSEb - , 27 *
F ~ ~ ~..,a. ' + N + N. + 2 7 ,
~ - i + ~~Q ~
GHANN ~ 2 + N ~ - , .
i ~~5 _ ~ + ~,o - , ~i`, G~` ~ ,
~G P~ - ~ LOT 31 p~~ / ~ ~ PROPOSED
- , . GP~ ` ` ~ 7 ENd W~IL',
- ` - , PROPOSED', . ~ . ~ -OU.TC.ET Q~ROTEGTION~ i x~~
_ _ ~ _ - _ _ -'i im,~
+ LO 32 ~ , - - - - ~ ~ -t~--+
- - / + P~OPOS~0 f - k ~ ~ ' ~i` i .N LOT ;12
- ~ PROP SED TLET - " . O ~ XiEAD WAIL , - ~ PRQTECTIQN ~
~ i; ~ i ---2~~•- ' ,CHANNEL fi ~ ~ - -
PROPOSEO'~ ti _ - ENb WALL -
_ - _ . - _ LOT 1 .
k + • _ - . - - - LOT 16
+ LOT 35 - - - ' ~ - Q + 5E LOT 20 ~i 'LOl'-1~, ~ -
+ OP - _
Q ~A~ i --1-- - i f-23---------~------ , , ' DRAINAGE ~ . , _ - i , - ~ ,20 ASSENT ~ .
, • - i 'e - PERENNIAL. STREAM -
~ ~ ~ --.-r---•--------._•_------- . , - - _.i~ 10P OF WEST BANK.
- , ' ~ LOT ~6 + " - ~ ~ + -
' ~ ~ ~ ~ ~ LO'T 29 - ,
` ~ x ~ - _ - - - _ _ -~oa~:-~~ENTERLINE g~~
~ " rR~iPI~I~_ •~G:AI~E~ . ~ - /_~RE~EK-1s_PE~oPERTY uNE~ ~ 1~ WN.
y LOT 39 LOT 30 - - - _
9~, PROPOSED ` ~ - cS` , + `
~ ~ HEAD WAIL , ~ i 't. , ~ I TEMPORARY TURNAROUND, k 26 + + r ~ ~
~ i-', 1----_-- ACCEPTABLE ALTERNATIVE ` A _
TO 120 HAMMERHEAD + . - LOT 33 + _ - ; inafi' ~ ~ 6 •~.`in h'~~~8 •~•t`• ~ ,100' RCOP-2 - - _ f n ` } _ - _ _ _ - BUF S RUCTION I ~ y
a ~
` - - -
~ x ~ - - -
r' , , \ - _
LOT 34 ~ ; 7--
60 ~ -i- ~ a-'~ -a-- i _ -
_ '~'~-"~-r'
d• - _ ~ LOT 37 - 0,. -
.-'~z v - - ~ ~ ~ ti9 ti,~ %DT, 3s ~ - - - _ - - -
s~ s~ - - - - ~ - - ' ~ ~ pia - -
~ a - - - • t
" > SCALE: 1 =80 H
39+00 38+00 37+00 36+00 35+00 34+00 33+00
4 +00 48+QO 47+00 46+00 45+00 44+00 43+00 42+00 41+00 40+00 39+QO 50+50 50+00 9 o -
H GH POINT S = iPOINT S = 38+98. 0
340 ~ 9+bQ OW-PZ?1NT"1 = 340
PVI ii.EV = 2! PVI f_i.EV = 283.56 LOW POINT TA = 35+00 PVI STA 33+00
A.D. = 8.1! A.D. = 8.1000 PVI STA 35+00 PVI ELEV = 275.56
IGH POINT V = 262. O:D~ 243. 0' VC A.D. = 8.0000 K = 3 .0000
TA = 4 + 0 L W POINT E V = 260.15 PVl STA 44+00 243. 0' Vf HIGM POINT 9 5 LO POINT STA = 47+05.86 PVI STA 49+50 _ PVI ELEV = 263.D6 K = 3 .0000 90.0 ` VC
320 = A.O. = 3.1000 ' PVI ELEV 260.00 - - ~ 320
A.O. = 2.0000 A.0. _ .GOOD K = 3 .0002 0
K = 2 •9998 93.0 ' VC ~°n ro _ ~ o - . _ - . r. _ _
60.0 VC ~ N ~ 60.00 VC , + h n ~ ~ ~
O~ N h N O O O t0 h + t7 N M O M r~ M _ _ + N _ + t~j r,,.
300 to U ~ h - M N M_ N._ ~..__.___._-__~--____..--_-_N. - 300 - y m til ( j
co co u°~ ~ ri rn > w m U U U U > m
N~ 00 O O O u'! O + 0) W + cy + N ~ ~ M _ _ ~ N N > ? > > _ _ --m- W_.--.._.__._.__-_______-----_
d' N d• N + c0 + 0) ~ N h N V) N
UI ti! (/i til ~ ~ W V >
U U U U W W U j > 00 280 > > > > ~ ~ - - - . - 280 4.09; _
> w > m W w m
ADE 4.1~ SE GR - ,
EXISTI E _ ~ -1 0% - G GRADE
ra 1.0 1.Ox _ 0 260 - - - - - ` - 260
24" RCP w w
E A 18" RCP i$° RCP EXISTING RADE FINIS EO GR DE ~ CEN RLINE ELE TION CEN RUNE ELEVA ON 255.3' 262.8 EXISTIN GRADE FINISHE GRADE 264.75' w ' ~ ENTERUNE E VATION CENTER lNE ELEVATIO usi " vi
ua - l_V
't V7 N ~ h ~ 00 W ~O c0 ~ c0 ta ~ ~D N (0 O W p ~
.ham W~ 000 O~ `"O N0 t~ ~O hIn pO '~O 10 hM 0~~ tDgp '-0 OfM h~ 0000 X00 .tll i rn of rn O O Q O O O O ~ ~ N N ri u7 to O r~ i!3 n m O cv O O O of 00 W Ol t,~ Cq O ~p N N N) N h Oi cj d' tp 00 O OD N •'t!I ~f1,., tt)gOp ~Op d'M O~ W~p ,..N N~ Nt~O t~ ~N ADO O N o0 f~ co ui d' N 00 i[ll cD cci ODN pp~ n0 h0 r~ hN n0 ~p0 O M ~!'1 cD
00 NO Ntp Np Ntf! Ntq N1fI N~ NO N~ NO Np Np NO 0W Oc0 Of0 Opp hh hh hh hh h~ OD 00 N00 O N N N N N N N N N N N N N NN NN NN NN NN NN NN NN NN NN N N 00 CD t~ h h c0 1~ N f~ N NN NN NN NN NN NN NN NN NN NN NN NN NN '
O N
~ T ~-i_~__-~ ---T_-. _ 39+00 38+00 37+00 36+00 35+00 34+00 ~ 33+OD
49+DO 4$+00 47+00 46+00 45+00 44+00 43+QO 42+00 41+00 4D+00 ~ 39+00 50+50 50+00
~ SCALE: 1 "=60' H
W 1 "=2C' V z NOTE: wAKE couNTV, NORTH CAROLINA ALLUVIAL FL000 PRONE SOILS (CM SOILS) 1. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIS, CONTOURS GLECREK T !L
PER WAKE COUNTY MAPPING WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY. PHASE ~ PLAN AND. PR®F9LE
3 '0 2. STREAM DETERMINATION PR01flDED 8Y AGRI-WASTE FAR
N) O TECHNOLOGY, INC. IMTH NCDWO # N8RR0 07-275 IN WAKE COUNTY DATED DECEMBER 11, 2007.
a U
m 01 v OTHERWI ERNOOEp GRADES ARE AT MOST A 3:1 SLOPE UNLESS C ST CB I 4. ALL SLOPES NOTED WITH A 2:1 TO 3.1 SLOPE WILL BE WITH PIN: 162$•1$•56$2
t U SLOPE ADAPTIVE PLANTS,
Z N 5. CULVERT, OUTLET PROTEC7lON, CHANNEL, AND DITCH (DESIGN PLAN PREPARS:O Br: ``lillllt~l;j. TABLES LOCATED ON SHEET 10.
O 1 G Aft 0( ~//i 6. PROPOSED HEAD WALLS SEE NCOOT DETAIL 838.80 AND FOR
M O O • ° ' ' t' PROPOSED END WALLS SEE NCDOT DETAIL 310.03 ON SHEET t3. E 4 51 Kiimayne Drive 5 i ~ ~ 5tp
n
3 l Cary, North Carolina 27511 P ADVANCED 2e 511
U z ph 919.481.6290
N O ~•FN6IN~••Q~~~~~ CIVIL DESIGN fax [phone]
1 M " AEL
O O O IV ~ 0/1H11131 Know wha 's LJOW.
I .o SCALE: 1 = 60, SHEET 5/13
O Call before you dig" DATE: SEPTEMBER 12, 2008
IV

' i / ; 1 I ~ ~
r r i , i 1 / i'1 i r , ~ ~ ~ , ~ ~ ~ ' LOT 5*
/ / ~ ~ / ~ s ' ~ t w r / , , • . - _
/ ~ / ; 1 , / / / ~ , SILT F E _ _ - _ ~ 'PROPOSED,.. ENC _
, 1 ' ~ ' / / / 1
t , / / , / /
~ ~ , i ~ ® / ~ LMIT~, ~ i ~ ~~0 -334---_-"_-_ r OF ~ - -
r ~ ~ OIJ;TUREAiVCE J i / , ~ / , tiVCE ~ _ ~ ,
' / ~ ~ ~ - 1 ~ ` / ; , ~ 1100' , . ~ ,
OQ / A ~ RCOp_2 'rPROPO~ED iPO~ED ~ 1 ~
Q~ ~ / P r f TfREA(~ BUFF / ~ E~ 'TREE/SYI.`~ ' / ' '0~ ~ ~ F NCE E/SYL`F ~
/ ~ ~ ~ 1 / / ~ / ' ~ '
~ 1 ~ ~ ~5 ~ ' a i ti ,~a~ ; ~ , . ~
' ~ i, ~ - ' ' o ' / ~ / oer
/ ~ 100 YEAR' , / ~ BACKWATE~
~r / ~ ~ EASEMENT' ~ , 325 ~ ~
/ 1 ~ ; e , / 1 ; / I 1' ~ , i I S qs ~0' ~ P~fOPOSED TREE i~ ~ ~~.Go. ~ END
F l , - r pyA(T ~ 'PROTECTION F~PtCING ~ ~m~'~t~`,0 INTERMITTENT; ~ T ~~F STREAM
/ 9 ~ , / ~ ~
ti ~ /r ~ ~ , .f q ~ ;x- 1 ~ ; ~ ` ~
/ / ; , ,
/ s; ~ ~r~.. / ~ 1 ' I ~ , j'. SILT FENCE
' ~ ~ 1 ~ , !`r,' ~ - OUTLET' N ~ r,.'': ~~~~ti ,
~ / ~ ~ `SILT F~NC ~ NEUSE RIVER BUFFER ~Oti 0,~ 0 , ~ - ~ f ' ZONE • 2 DISTURBANCE F Oti
' / ~ 1 ~ e ~ OUTLET S 1
' ~ y, / ; ~ ' ~ ~ ~ ~ ~ PROPOS 0 '
/ ~ ' _ , ~HEi~O WALL
/ I , 2~ ,
/ S0` ADDITIONAL' RCO ~ ~ - ; ; ~ ao o , ; 0~2 20 ZONE 2 0 ZONE 1 , ~ ~ s S, i~,
STREAM BUFF o• NE,CJSE RIVER EUSE .RI
' / ~ ~ 18UFFt_R ;I 6UFK'ER ~IL•T FENC ~ ~ , Ol1~T~.ET l 1 ~ I X i . l4
I / I , ~ r ~ r 1 ~ INTERMITTENT STREAM TOP OF ~ ~ y~. WEST BANK
/ ~ ; f% ~ ' / ; ~ ~ 1 ~ TEMP S1;OPE ~ , ~
, 1 ' i ~ GRAIN s'
; / ~ TAMP CHECK ~ , / ~ ; 'I - ~ , 1 SF 1 Note: Creek location shown
S~F~ ~ " - 1 pgr field; survey,'along west
/ ~ N~USE RIVER; BUFFER ; '0~1~- 1 t4p of brinks,
/ ~ ZONE 1 OISTtJRBANCE; ~c,~ ~ ~ ~ S PROPOSED / i o~~ PROPbSEfl - j ) SILT FENCE' J
~ ; r ~P j TREE/SILT FENCE ; ~ r ~ / - 50' NEU E 131VER BUFFER'
SILT FENCE ' 1 'z~ , , ~ ,
OUTLET + ; ~ ~ P~ r ,
' d - - ~~o LOT 7 T 7 , L0 ~ -LII~iTS 4F
' ~ ; I NEUSE Riv>:R BUFFER ' 6~, < ; ZONE 2 DISTURBANCE
ti ` ' , ~ r' - s,. TEMP` CHECK ' ' DISTURBANCE /
~ `DAM l , -
1 r '1 TPROPOSED~
R~ FF`ER Z NE 2 . "b~ , ~'P~Q, _ _ - NEUSE RIVE , BU .'i~, . 54 CULVER , ; ~ 'r' %,y `t /
' DISTURBANCE, ' ~ 1 1 /

' 0, o ' % 1 'ti6 ~ , ' ~ , _ ~ - - _ ~ ~ ,~h~~
2 ' NEUSE RIVER 'BUFFER'. SIt;T FENIvE % ` ~a ~fEMP SCOPE _
OUTLE'~ ~ ~ 'DRAIN ~ ~ ZONE 1, DISTUf~ANCE - 1 , ~ SILT NC , ,
i ~ ~ ~ .ate ' OUTLET PROPOSED '
/ ~ ~ a., ` ~ ~ TREE/SILT FENCE S , ~ x BUFFER ENCROACINET
1 ~ 1"=20'
' a» . ~ ~ ~ \ ~ PROPOSED
L01~ 8• ~ ~ ~ END Wd L I , / ~ , . ,
V ~ ,
PRrPOSEO RIPS 1, ~ RAP',OUTLET ~ , ~ NOTES:
, , / ~'i ~ ~ ~ PROI`~CTION 1, CONTOURS OUTSIDE R/W PER WAKE COUNTY WAKE COUNTY GIS, CONTOURS WITHIN THE PROPOSED
~ , , A R/W PROVIDED BY FIELD SURVEY.
, ~ 1 ~ , 0 2. STREAM DETERMINAITON PROVIDED BY AGRI-WASTE TECHNOLOGY, INC. WITH NCDWO ~ NBRRO 07-275 _ IN WAKE COUNTY DATED DECEMBER 11, 2007.
1 ' 3. SEE ATTACHED STORMWATER MANAGEMENT PLAN REPORT FOR PROPOSED IMPERVIOUS CALCULATIONS.
' ~ 4. ALL FILL INSIDE THE BUFFER IS AT A 3:1 SLOPE AND VEGETATION TO BE RESTORED TO ~ "i PRECONSTRUC110N CONDI114NS.
~ ~ , , 5. ROADSIDE DITCHES APPROACHING TWE STREAM CROSSING N9Ll BE RELEASED AT THE EDGE OF THE
1 E)t STI ~ C TdP , 100' RCOD-2 STREAM BUFFER. _ 6. All PROPOSED GRADES ARE AT MOST A 3:1!SLOPE UNLESS OTHERWISE NOTED.
~ ~ ~ ~ OFIBANK~, 7. TEMP DITCHES ANO SLOPE DRAINS TO BE REMOVED ONCE STREAM CROSSING IS STABILIZED AND FINAL
1 ~ , , ' - OUTLET; ' VEGETATION IS ESTABLISHED, REGRAOE AND SEED TEMP DITCH AREAS.
r ~ ~ - ' ~ ' ~ ~ ; ~ ~ RCOD'2 8. TEMPORARY SLOPE DRAINS Wlll HAVE A DIAMETER OF 12" AND SEE OUTLET PROTECTION ON SHEET 10 FOR RIP RAP DISSIPATER FOR THE TEMPORARY SLOPE DRAINS.
' ? ~ ~ ITIO~AL ' 0 A00 .PEER
' ~ .5 ~ BU, ' ; '1 E'2 S}REA ' ZON ' YQ E4~` _ _ _ _ _ _ _ _ _ _ _ _ STREAM CROSSING INFORMATION
1 ~ ONE ~ ' ~ NEU~E . ~ ~ ~ ~ " NEUSE RIVER ZONE 1 BUFFER DISTURBED 7123 SF
~ 1 ~o IvER 1 6U~gER / ~ ~ ~rEUSE` ~ N FFEg , i,. ' NEUSE RIVER ZONE 2 BUFFER DISTURBED 2249 SF AREA OF CREEK DISTURBED 1507 SF
au _ _ _ _ ------~---_._--a__ EAST SIDE RCOD-2 BUFFER DISTURBED 7323 SF
15 I ~ ~ ~ . . • WEST SIDE RCOD-2 BUFFER DISTURBED 7843 SF
2 ~ , t '1 3 ~ ~ _ ~ 1 ~ TOTAL RCOD-2 RIVER BUFFER DISTURBED 15166 SF
~ , I ~ 1 ~ - w 1 PRbP05E I ~ , ~w~ ~ LINEAR FEET OF STREAM DISTURBED 144'
, ~ '1 TREE/SILT FENCE ~ . , 1 ~ r _ 0 6 F ENCROACHMENT _ ~ NEUSE RIVER ZONE 1 BUFFER DISTURBED 0 SF
, ~ ~ - - ~ ' ~ NEUSE RIVER ZONE 2 BUFFER DISTURBED 303 5F
- - I 1 I I ' r . , o ' '"~-f°-- - AREA OF CREEK DISTURBED N A
' ~ TOTAL NEUSE RIVER BUFFER DISTURBED 303 SF LINEAR FEET OF STREAM DISTURBED N A
~ ~ ~ / , ~ ~ . TOTAL DISTURBANCE
' ~ ~ i. ' ' ~ ~ ~ ~ _ , ~ i ' NEUSE RIVER ZONE 1 BUFFER DISTURBED .7123 SF
1 , 1 - NEUSE RIVER ZONE 2 BUFFER DISTURBED 2552 SF
't . J; ~ AREA OF CREEK DISTURBED 1507 SF TOTAL NEUSE RIVER BUFFER DISTURBED 9675 SF
~ - ~ , ~ ~ UFE'6.R , c ~ ~ , TOTAL BUFFER DISTURBED 15469 SF
' ~EP~ , , '2 , ~ ~ COQ" ~ - - - LINEAR FEET OF STREAM DISTURBED 144'
E ;100 R ~ ' '1 , , ' ,
d ~ , INTERMITTENT S~REAM TOP OF
1 r ' T ,,'l , r , I 1 , S~ ;WEST BAMK
o ~ , ZOM AO
o n GRAPHIC SCALE
1 , , ` ~ , 1 . , zo o ~a ao eo ea
, ; ~ ~e
V! ' ~ ~ ' ~ - r r
i0 1 ; ~ ~ - Q~Oq~. (IN FEET )
F- , ~ 1 r w ~ LOT 12 , ~ - 1 inch = 20 WAKE COUNTY, NORTH CAROLINA
~ ~ ~ . s , ' , _ ~ ~
PLAN VBEW STREAM CROSS6NG STEA COSSI G
~ »=za° BUFFER ENCROACHINET FOR
0
°v 70' * LOTS MAY NEED F1000 ELEVATION CE ELEVATION CERTIFICATION, THE FFE NEEDS TO BE 1'
® ABOVE THE 100 YR. FLOOD ELEVATION. c 268.2' MoD ELEVATION. CON T UCTIO m C5
~ PROPOSED ROAD PIN:628.18.5682
c~v FOP OF HEAD WALL = 264' >>>1ltllfl/~ PLAN PREPARED BY:
o TOP OF HEAD WALL = 262' i
M O Q ~ ~SS~Q i fit ICilmayne Drlve
n
RIP RAP OUTLET PROPOSED 54 CULVERT AT 1.69 u ' '~'C'Q~. SG • r
N 569 2,58'11 EXISTING STREAM C 110 . EXISTING STREAM CHANNEL 0 HANNEL 256.9' ~ PR TEC . r ° ' Cary, North Carolina 27511
Y ° A' ADVANCED : ph 919.481.6290
N__.. PROPOSED CULVERT IS PLACED 1.0' BELOW EXISTIN o G Know whars 1 . C I V I L D E S I G N fax [phone] ~v
B GRADE TO ALLOW AQUATIC LIFE PASSAGE. o k;all before you di g. Z5 18131MRIMAMEAM 1 6%,
NATURALLY OCCURING STREAM BED o MATERIAL IN BOTTOM OF PIPE STREAM CROSS SECTION
SCALE: 1" = 20' q SHEET /13
0 1 =10 DATE: SEPTEMBER 12, 2008
(V

e , , I ' • ~ ''I ~ , 'r ~ ~ . . I ~ I '
1 11 I 1 5 ,I 11 ` ,
, 1 ~ ~ , 1' S \ , 1 ' 1 I, , it 'I ~
~ '1 ~ ~ 'I ~ ~ , , \ ` , ~ t 1 ~ . 5
1'' 1 ' II \1 `
I 1 \ - I , 1~ , 1 . I 1 , 1 J 1 , \
i , , i 1 5 ~
\`I ; f `
. , . ~ , 1 ~ ~ 1 1 \1 V~ , , , - - - - - 70'X10' SI~iaT 1 A --r~ ' - TRIANGLE 1'

l~ 'S, II
' - 1 _1~ -PROPOSED 0 , _ ° ~ ~ - ' 1 ' ENTRANCE N
_ - _
- _ - - `~3' `USU. t I I ~ `USU. - - ,1 •-~1'', ROAD WIDENING AND'
~ , a. 1,,; ~pRIVEWAY PER~11T
_ ~1a PER SIDE.TE 0 ~R . ~ UNDER NCDOT"REVIEW, . ~ PROPOSE0.2it ~ 1 1 +
CONSTRUCTION 'EASEMEN - _ - - - - ~TO`3:9~-SCOPE. ,,,1 +
I - - - - 55 vv .
FUTURE 50 R/W FOR PU$LIC Q~,' _
- ROAR CONNEC ON ~ - - ° • - - _ 1 hll NEW BETHEL • . `-------~~f: S ~ 1 1 CHURCH RD
~I'R POSED'-.. ~ _ .EXISTING 60' R/W
II 5\\ W - _ _ ^ - - I - _ HEAiT~WAL-L-~ 70'Xi0' SIGHT-
- - , . - -TRIANGLE ,~I -25'-WIDE--TREE-~I~O~V~GEiATION~ - Q`L \'1 1 + \E~(ISTING i8'
....r. ~t•.-:.: `.~~~L ..~~r.-.~. ~ .L esq. ~.~.L.d~ ~~~~e- ~~a.. ~ a--..s~~~-.i~.~ ~ ~ ~ ~ .tea,. v,~~~. ~ _~~~.a. - 5'v _ - -1. , , ,N , N - _ PROTE~Tif)iJ.'ZON~'--; ,~;-,',1 `I ~ ~ - ~ ~ - .~G? --PROPOSED 10' 1 CU VERT
~,,;a. - "AaaIT14iV l R/W ~ 1`I' ` ,
PROPOSE- ~ ,PROPOSED 2.1 50 CARD1hfAL" - - _ - - LIMITS- OF - _ l 1' GAS EASEMENT ~ p ' 1zROPOSEt} °2:1. _ ° _ _ _ - _ _ _ _ _ '
, ~aa' _ _ ~ ~ 'TO u•1 SLOPE -I ROPO$ED' _ .,t tdEAD~WAt<L .-==r~--=•--- 'TQ~3.t-SI.aPE-. -o:•~-=- OISTURBANCE" - _ ~ HEAD WAl't; . _ _
, . . - , , . . , , ye.. ~*r.,- - ,r,r,~, - _ ~ _ , '
~ _
-tbT"~- _ ,H -WALL. t F.AQ 0
- - 2 50~. - . - c~. ~a Q~ ~G.~E C 1~T -a" A "aat.T~ R _ - " " -
. , - - ° PAR ~ ~ + "'*'~F' 'p ' ~ Np-~~ ,1
- ~ - ,~Nf~, - Zp - TEMR. DRA{NAGh ~ - - , ~ p ~ 1
, - .
- _ D.~~~t - - - - - - - ° 0''y - _ AREA, - - - - - _ _r••--., ~ CUSTOM 6RSIN'~1 ~ '1 1~ ~ -~j
. 29 06~ ~ IN 3' ~ . - TGPSOI~JSOILSTORE - ~tZC~~~,.~ , - Ct1;TOM BAS ~ - - ~ - _~.r_ _ ~ ~ ~ ~ ' A~ ' ; 145$ SF ~ ~ ' ,1 °
289 SF Sll'T-F~NCE~ PROPOSED ~ ~ END WAt - 0 , ~ ~ 1 Od' + ,11
v ~ - ,A; ~
~U I - _ _ - - xi, r STOM~ $ASIN ~ Su..r_ , _ \ B , I~ - c i. : ~ ' cent . I', c . ~ ~F 0~ •l f
c~ _ I AFFLE DiTG - - - 6_SF_ - - r,~0U7L ~E '>r=*-~ ,~v ~ I ~ TYP) ~qp RARY ~ (VERSION . _ 1 ~ '334 - ~ - ~ ET , %
_f.NNO WALL :SLIP _ - ';~yr-,°°--.. ~ FLT- Fr- ~~R, F-R~ ` ~.--.•,.`,,i- _ - ~ y.•' - - ONE. ~ , ~END~ QF'~ Sid I~ ,3~ ~ -.,1'~ I,'~ ~ ,~IN'fERMITTENT ~ ~ F r7~; I
• ° SILT F - - , , > GU5fiOM ~ ~ UTLE _ _ ~ - _ - - - - s~~'AM ; ~ ~ ~ ~ ~
' ~BASJPt -~4 - ~ s- ~ ~ r YP . Q., J' ' . - - - . _ _ .
g7 S SILT FENC~`~---=---• N ~ ° - -
°OUTLET y ~ .5 ELISE-R1~f3:BUFFER: - t~ ~ - Ntl-CONS~Tf2U0Ti0tU:AtaA ~ , . v~EO-;'---. -
.a~- _ - - _ _ - - _ _ - - - _ - ' ~ • - - - -.~25~---'' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .
_ - _ - - , ~ _ - _ __-NOTE:-GENTERL-INE--OF`,,,,, M,~O' , ~ ~t \ ~ ;
- - - dNTEf2MC1'TENT-~1:R~AM-. - ~~R EK~IS.PROP~RaI`'IJNE', -2~- - `~'0 - ~ ;TO(~•OF:V4E3~BA,NK~~` E ~ ~ I ir~i
_ _ ~ . ~ ~ ~ ~ '
~ ~ ' '
, , . -
, - \ ~ ~ a C~ +
`y.~ ~ , ~ ~ - ~ , A / / " -
SCALE: 1 "=60'
LEGE~
~••••r°~ PROPOSED PROPERTY LINE ~,~jOM A5 !f2 c~sTOM AS.B 1N ~
- - - - .EXISTING PROPERTY LINE DRAINAGE AREA = 12.57 AC DRAINAGE AREA = 3.75 AC DRAINAGE AREA = 4.99 AC DRAINAGE AREA = i.54 AC AC
DENUDED = 0.81 AC; WOODS = 11.76 AC DENUDED = 0.88 AC; WOODS = 2.87 AC DENUDED = 0.40 AC; WOODS = 4.59 AC DENUDED = 0.51 AC; WOODS = 1.03 AC )OaS = 1.03 AC
FLOW DIRECTION FLOW FROM 10 YR STORM Q=CIA FLOW FROM 10 YR STORM Q=CIA FLOW FROM 10 YR STORM Q=CIA FLOW FROM 10 YR STORM Q=CIA ~ Q=GIA GRAPHIC SCALE c=o.i (WOODS) ~
_ .7 N ARTH • =0.1 WO D = .7 - C=0.7 {DENUDED EARTH); C=0.1 (WOODS) C=0.7 (DENUDED EARTN); C=O.i (WOOD: C 0 (DE UDEO E C ( 0 S) C O (DENUDED EARTH); C-0.1 (WOODS) eo o ~o so ~zo zoo ~ 1 S ~t;:;~: icy
PROPOSED CURB & GUTTER 1=7.22 in hr, Q=12.59 CFS 1=7.22 in hr, Q=6.52 CFS I=7.22 in/hr, Q=5.36 CFS 1=7.22 in/hr, Q=3.32 CFS / / ~ * - * DRAINAGE ARE. ' DRAINAGE AREA
REQ'0 VOLUME = 1800 * DRAINAGE AREA REQ'D VOLUME = 1800 * DRAINAGE AREA REQ D VOLUME = 1800 DRAINAGE AREA REQ D VOLUME - 1800 - - -385- - -EXISTING CANTOUR - 5' ~ ~ REQ'D VOLUME _ $,982 CF REQ'D VOLUME = 2,7?2 CF REQ D VOLUME = 22,626 CF REQ D VOLUME = 6,750 CF REQ'0 S.A. = 435 S.F PER CFS CF
REQ'0 S.A. = 435 S.F PER CFS REQ'D S.A. = 435 S.F PER CFS READ S.A, = 435 S•F PER CFS ER CFS (IN FEET)
- - - - _ - - -EXISTING CONTOUR - 1 REQ'D S.A. = 5,477 S.F. REQ'D S.A. = 2,836 S.F. REQ'0 S.A. = 2,332 S.F. REQ'0 S.A. = 1,444 S.F. i inch = 60 Pt.
--385- PROPOSED CONTOUR - 5' ~ = I S.A. PROVIDED= 2,346 S,F. ®306' S.A. PR0I~DED= 1,458 S.F. ®338' .F. ®338'
S.A. PROVIDED= 5,729 S.F• ~ 285 S.A. PROVIDED 2,849 S.F. ~ 290 ~ V ME PROVIDED = 4 374 GF ®338' VOLUME PROVIDED = 22,916 CF ~ 285' VOLUME PROVIDED = 8,547 CF ®290' VOLUME PROVIDED = 9,384 CF ~ 306 OlU , X74 CF ®338'
PROPOSED CONTOUR - 1' TOP OF BERM - 28T TOP OF BERM - 292' TOP OF BERM - 308' TOP OF BERM - 340'
PROP SED STORM PIPE TOP OF WEIR STORAGE - 285' TOP OF WEIR STORAGE - 290' TOP OF WEIR/STORAGE - 306' TOF OF :WEIR/STORAGE - 338' - 338'
O / / IN - 335' BOTTOM OF BASIN - 281' BOTTOM OF BASIN - 287' BOTTOM OF BASIN - 302 BOTTOM OF 8AS
PROPOSED WALL FREEBOARD - 2' FREEBOARD - 2' FREEBOARD - 2' FREEBOARD - 2' E _ _ WEIR LENGTH (ft.) - 10' WEIR LENGTH (ft.) - 10'
o e -LIMITS OF CONSTRUCTION WEIR LENGTH {ft.) 10' WEIR LENGTH (ft.) 10' BAFFLES - 5 BAFFLES - 3 BAFFLES - 3 BAFFLES - 3 ~0
E - - TREE AND VEGETATION PROTECTION ZONE
TEMPORARY DIVERSION DITCH ~Q~,.~~SSlpy. /
M SF TEMPORARY SILT FENCING =2.~ 9 ~ .
a SE ~ r 311
o -TEMPORARY EROSION
N MANAGEMENT EASEMENT 'i FN iN~.°~~'`Q'
r ~o,/~~cHA~I ~1~~`\~\ (J
d •1
n
w w WAKE COUNTY, NORTH CAROLINA
x N
EROSdO CONTROL PLAN
ti NOTE. SITE DATA TABLE F4R
0 1. CONTOURS OUT510E R/W PER WAKE COUNTY GIS, CONTOURS PROJECT: GLENCREEK SUBDIVISION suealw~oN
~ WITHIN THE PROPOSED R/W PROVIDED BY FIELD SURVEY. PR PARER S NAME: A VANCEO CIVIL DESIGN IN( 2. STREAM DETERMINATION PROVIDED BY AGRI-WASTE TECHNOLOGY, AREA OF TRACT: TOTAL AREA=137.24 Ac. ;IVIL DESIGN INC. =i 37.24 Ac. ~ ~ ~ ~ CTI ~
n INC. WITH NCOWQ # NBRRO 07-275 IN WAKE COUNTY DATED PHASE 1: 57.54 Ac. ~ ` ~'j ~ PIN: 1628.18.5682
s DECEMBER 11, 2007. ~ 3. EACH SEDIMENT BASIN HAS A 20' TEMPORARY EASEMENT. PIN NUMBER: 1628-18-56$2 ~ . ; ; ~ '~82
N 4. PROPOSED HEAD WALLS SEE NCDOT DETAIL 838.80 AND FOR D.B., PG. 12998' 2411 f ~ PLAN PREPARED BY:
o PROPOSED END WALLS SEE NCDOT DETAIL 310.03 ON SHEET 13. ZONING: R-30
M 5. CULVERT, OUTLET PROTECTION, CHANNEL, AND DITCH DESIGN EXISTING LAND USE: VACANT o° TABLES LOCATED ON SHEET i0. PROPOSED LAND USE: SINGLE FAMILY HOMES LY HOMES ~s 57 Klimayne Drive
f Kvllvbtu Lv I J: CC)
PROPOSED LINEAR FEET OF ROAD:, 890T v WAKE COUNTY REQUIRES THE OUTER LIMITS OF ZONE 2 OF THE LINEAR FEET OF ROAD PHASE 1: 5050' left snow mat's ww Cary, North Carolina 27511 Uall before you dig. ADVANCED ph 919A81.6290
v NEUSE RIVER RIPARIAN BUFFER TO BE CLEARLY MARKED WITH z PHASE 1 DISTURBED AREA: 10.72 ACRES
a ORANGE WARNING FENCE (OR S1M1LIAR HIGH VISIBILITY MATERIAL), 0 PRIOR TO BEGINNING THE INSTAH ATOIN OF EROSION CONTROL CIVIL DESIGN fax [phone]
rI) MEASURES. 0
0 0 SCALE: 1" = 60, SHEET 7/13
I O DATE, SEPTEMBER 12, 2008
O
IV

. , , ` _
o~ ~ _ - - _ - ; . _ ,
- - - _ , • .
- ~ i
,
; r. - ~ ,
'PERENNIAL--BTF~AM ,
. --CEN R-UNE-- -'_~-,--~-r , ~ , - ~ _ 'ter`- ,
' ~ R ~ P R - L'' ~ GA5 EASENIE~NT ~ ~ . .LIMITS OF ~ ' ~ 50 CARDINAL - DISTURBANCE" ~ -
~ ~ ,
, ,
- -r-"' 1,5' LOT 4~S~PTIC EASEMENT ~--J - " ' --J.br ~A-' PROPp~ED'~ pITC}I-D5. ' k _ ,FI£AQ-WALT... .v OT 2 _ _ FA , - ,
.1.='^r , - - SEPTIG~1~ASEMENT-_
- " GAS EASEMENT ~ _ 1 T - , ....r-- "
- ~ , ;'b ~ - s:.... - , -..r:.~.-.~,~~' ~ - ~ , ,
, 100 YEAR.' ~ , , - ~ -LIMITS OF -T-- - - ,k
_ - QISTURBANCE - ~ ~ 1'OTfi~ -------4~TC 2g
_ _ , C' 941 C, p ' ~ - 30 , , ~ ~ ~ ,
- ,O,~S ~ Q~ ZON~~1,% '
' , ~0" ~ ,
- k ^ ,'i ~ 2,-" LOT 4 ~ 'Si G. R P ~ .r ,~,Q~ ,
, ~ - PROPOSED ~ S'fRhAM , CROS , 4 , ff SED, - - FOR T lS~ AO•WA~ ~ ~
rn - ~ SAL , s - ; ~ .END WALL 1.,
, fd ~ , , , ,"9~ ~ ~o ~ , ,'..i"'' LOT 5" - ~-ct,r ~ . -
i - ® , ~ ~ y ''~O"_' 'LOT 9 - 1,- . _ - - -
, ~ ~ ,t~,. ~ PROPOSED ' ~1 - 'sr', ~ - ~.ROP4§ED~Z:1 - /-.'-._.57 SF' SILT FENCE''•:-?-.'.._`~-- N _ _ OUTL -~~o - TA-3:-1 SLOFiE-
' G ~ = HEAD WALL - ' 13,~ ~ ~ . OIF - - s . . • ,ter, . - _ - r" ~ . ,
'.e..'. - - _
26 RAIN 2 ~ - - - -III. ~r ~ -
r, 2 A yAi - - .w . ~ o~ ,
' i 80' ~ ' ru
~ ~ , ~ ~ m , SiLT FENCE-+ - -7-/- ,
' ~ t ; 54 ',CUL'VERT' ~.o _ , ~ • ',~ROPO ED' - OUTLET _-7` _ { ' _ ~ 25 WIDE TREE r
~ ~ $ ~ 5• - ? ,j ' OUTC.ET, ~ 'PE~OF105ED'` _ - . , / AND VEGETATION .
, , ' , , ° , ; PR4TEC~IO,N r ~ END ~ WALL', - - - - - ENC PROTECTION ZQNE POSED.SILTFENCE ..,--4-.
. ITCN b13 ,8~r~ RCOA, ~1 ~PROPOSED,SILTF_
- „ ~o -ri~N,-' ~oNSr ' ~'R ~ PROPOSED _
. ~4t, ~UC~ - END•wALI _ _ -LCT " ' ; 140 N - dy~p ,
, LOT 7 - 27 - CE ' a --NOTE: CENT~RLINE~~OF-'~
=~--v-- / OV ~ - Y-//v--.- CREEi(-IS PR4PERTY,LIN~'
6 ~ / ~ ~ - _
, z'r©~ _ 27 1A• + ~ ST9M BASIN-~S-..---- 1T6N"41 , r r, _ BAFFt~.(nP) - _ _ CU ^ SASIN_ / - I~ 1T:RM11TENT~ STREAM
, r ` ' - _-1752 S1: - OP QF','W~SI; BANK '
. - - SILT FENCE ~ '~~C
~.(~~~,~O~P
- E~~'~~C ~ ~ ~ - ~
- ~c0, coo' _ - - ~;:.•._,..^='---r-•-- - - _ - ,~.'.~....r~,, 6 - - -
Eh~XY.~N ~p,,_ - _ - - _ ,
_ - _
5529 SF - - - rUlij- - _ - - - - ~ -
- #6 - -qi, ~ - _ -
, ~ R- - - - 9 - . ~
1 , ~ - jai -
_ ,
- ~
- . . - 1 ^ - - - - , , , • _ - -
- 1 , , , i ' _ 4 '
- ~ , ~ t
' ' - , , _ , ~ , , ~ , r
CUSTOM BASIN #Fi
DRAINAGE AREA = 1.56 AC L,LGEND DENUDED = 0.66 Ac; WOODS = 0.90 AC
FLOW FROM 10 YR STORM Q=CiA
C=0.7 (DENUDED EARTH); C=0.1 (WOODS)
PROPOSED PROPERTY UNE I=7.22 in/hr, Q=3.99 CFS GRAPHIC SCALE f,,=l~;
REQ'D VOLUME = 1800 "DRAINAGE AREA s
- - - - EXISTING PROPERTY UNE REQ'0 VOLUME = 2,80$ CF fl ~ ~ ,zo x~
~ REQ'D S.A. = 435 S.F PER CFS
° FLOW OIREC110N REQ'0 S.A. = 1,736 S.F.
~ - - -385- - -EXISTING CONTOUR - 5° S.A. PR0I~DED= 1,752 S.F. ®277' { IN FEET) `~~~I11 I i f 1 /rl// 1 inch = 80 ft~ CA~Q(~ /,/~s
~ VOLUME PROVIDED = 5,256 CF ~ 27T •~gSfQN•
g - - _ - - - -EXISTING CONTOUR - 1° TOP OF BERM - 279' M TOP OF WEIR/STORAGE - 277' e O ?
-385- PROPOSED CONTOUR - 5' BOTTOM OF BASIN - 274' _ ~ S~1 ~
w ~
PROPOSED CONTOUR - 1' FREEBOARD - 2 ~ WEIR LENGTH (ft.) - 10' • ks ~
ui PROPOSED STORM PIPE BAFFLES - 3 'i~ FbGIt~;~~~P~~• 4~~ ~//i~~CNAE~ J'`~oe~
~ ~rrrllllll~®l
PROPOSED WAU. a
~ - - -LIMITS OF CONSTRUC110N
w - ' -TREE AND VEGETATION PROTECTION ZONE
w z WAKE COUNTY, NORTH CAROLINA
N TEMPORARY DIVERSION DITCH NOTE: EROSION C~NTRdL PLAN
v SF TEMPORARY SILT FENCING i. CONTOURS OUTSIDE R/W PER WAKE COUNTY GIB, coNTOURS TABLE ~aa
WITHIN THE PROPOSED R PROVIDED BY FIELD SURVEY. SITE DATA ui /W ~ 2. STREAM DETERMINATION PROVIDED BY AGRI-WASTE TECHNOLOGY, PROJECT: GLENCREEK SUBDIVISION JBDIVISION
v - TEMPORARY EROSION INC. WITH NCOWQ # NBRRO 07-275 IN WAKE COUNTY DATED PREPARER NAM : ADVAN E CIVIL 0 SIGN INC. !IL D SIGN INC.
MANAGEMENT EASEMENT DECEMBER 11, 2007. AREA OF TRACT: TOTAL AREA=137.24 Ac. 137.24 Ac. ` T I D 0
° 3. EACH SEDIMENT BASIN HAS A 20' TEMPORARY EASEMENT. PHASE 1: 57,54 Ac. r 4. PROPOSED HEAD WAILS SEE NCOOT DETAIL 838.80 AND FOR PIN NUMBER: 1628-18-5682 2 ~ I PIN:1628.18~56$Z
z ALLUVIAL FLOOD PRONE SOILS PROPOSED END WALLS SEE NCDOT DETAIL 310.03 ON SHEET 13. a (CM SOILS) PER WAKE COUNTY 0.8., PG. 12998, 2411 ~y PLAN PREPARED 8Y: v,~
° MAPPING 5. CULVERT, OUTLET PROTECTION, CHANNEL, AND O1TCH DESIGN ZONING: R-30 - ~ TABLES LOCATED ON SHEET 10. EXISTING LAND USE: VACANT
o PROPOSED LAND USE: SINGLE FAMILY HOMES ( HOMES 51 I(ilmayne Drlve
WAKE COUNTY REQUIRES THE OUTER LIMITS OF ZONE 2 OF THE PROPOSED LOTS: 85 snow mars uviu . Suite 203
3 NEUSE RIVER RIPARIAN BUFFER TO BE CLEARLY MARKED WITH PROPOSED LINEAR FEET OF ROAD: 8907 6290 'OVA uall before you dig. ADVANCED Cary, North Carolina ph 919.A81.27511
ORANGE WARNING FENCE (OR SIMILIAR HIGH VISIBILITY MATERIAL), LINEAR FEET OF ROAD PHASE 1: 5050' PRIOR TO BEGINNING THE INSTALLATOIN OF EROSION CONTROL PHASE 1 DISTURBED AREA: 10.72 ACRES .6290
z o MEASURES. C I V I L DE S I G N fax [phone]
i M o
°o # LOTS MAY NEED FLOOD ELEVATION CERTIFICATION, THE FFE NEEDS
® TO BE 1' ABOVE THE 100 YR. FLOOD ELEVATION. m SCALE: 1" = 60' SHEET 8/13
0 DATE. SEPTEMBER 12, 2008
!V

r _ T i ~ Y _ y..-.. 1.-.
~ ~ t , _ -
, ~ ~ . - ,
- / _ _ r - _ ti/ / / ~ _ _ / ~ r
t '
tA~ N ~ , x i
, ,
/ , ~ , ~i / y ~ , ~ " ' I ~ ~ , i~ ~ ~ ~h~+~~ i ' ' t i ~ ~ ~D 'oo ~
/ ~ ~ i ~ i
' t~t? . . , ' ~ ~ ~4~' ~ / / ~ 'LOT 9 i ~ ~ , ~ ~ ',LOT '10
/ ~ ~ i , ~ , / ~ ~ ~ y ~ ~ I ~ ,Y / , ~ I
% / { i ~ ~ - lOT 13,'~
i
~ ~ ~ ~ ,f i ~ ~ , ~ ~ ti
/t- ~ ~ , ,
/ i , LOT 17 i~ ~ ~
/ , , i
- ~ ~ ~ BASIN ~7, ~ L¢T 21 ~ 'i ~ CVISTOM I ~ LIMITS OF , i
- - . ~ , 2106 SF ~ I , / i - , I / i ' ' ~ ~ LOT 22 ~ ' , ' i DISTURBANCE ~ RROPOSED ~ .MEAD WAi~
/ ~ i,- ~ , I pITCN 0~ f
- i- , i , i ~o~ ,
- 0 ' 7 i LOT 2 -DITCH D15 _ -
i C~' ' ~ ~ , ' / ~I 1 1 /
9 ' ~ ~ Pa0>7asEb , ,;f5 - ~ _ - ' i, L0,$ 28 N TWA DITCH, D17.,,..: ~
6 __----~''J-
~ ,
OpOSED
~ ~~j, ~ 'i ~ ~
ti o LaT 31 ~ • - ~ _ _ cc-' ~ - - ~ - _ " - ..511
RO ~ N , C ..war DITCht' 016 1 ~ - ~
' GP - ~ ~ ' ~J~ 6~ 5, ~ i TYP ~ DITCf'~ -018 - - ~ ~ - PROPOSED _ - I - END ~WALI~
- "PRORQSED" " i ~ i EASEMENT ~k
'LOT 3Z p\'~ .sue - _ _ , SILTFENCE , - TYPICAL) " " r "i ~s -
~ ~ ~0,• PROPOSED ~ ~ TOM`BAS~N,#~- ~ ~ , -HEAD WAL ~ I' - - - -
~ '-r GUS ~ ~ I I - - ,I, 2944 SF 1~ I ~ " - - - " - -2-~ ~ _ I - ~
~ cj 0 _ -
- - - ~ - 1,- - - , -
- " LOT 1 -
~ - "2 ~ LOT 35 - LQT 16 ~ ~(T~lP - ~s
~ ..LOS-Z4__.- , , - - -LOT-19-- i BAFFtE ) ~:.-'-.d- CUSTOM.BASIN- ~
, ~ , PROPOSED _ qy ~ END WALL ~ - - , --------i- L0~:20 i . ,."-'i _ _ - ~ 552q_SF
- I" i
- ~ I . , , ~ ~ - G ~ - , I -.-r----------.-. i
- . ' LOT ,v6 ~ - > a , ~ ~
, ~ . - , - , LOT 29 - _ ` , ~ , - , ,
I ~ / t -
0 6
LOT 39 ~ ~ ? ~ LOT 30 - -
'I-. _
PROPOSED ~ ~ ~ ~ ~ -r - -r _ .I
6 ~ HEAD WAl . ~ ~ , -y_..__•,_
' ~ ' 1
' 022 LOT 33 _ ~ -i - - -
- - _ - -AL -OWED ' i?
- -
~ ~ ` - - - TEMPORARY,TURNAROUND, - I~ - _ 1 ~ , ~ - - ~ ~ -
~ ~ ACCEPTABLE ALTERNATIVE , LOT 34 ~ ` _
7- I` .TO 120 ~(AMMERHEAD - - _ - "~~a~~~" - ~
/r ~ _ ~ LOT 37 _ - ~ - - - _ _ - R~~
A - - ` ~ - ~ _ - - - i-~. - -
i ~ r LOT 38 ` - - - - ~ _ _
i . ~ ,gyp ~J
- - _ ~ ,,1
- ~ - - y
LIMITS 0 - ~ -
DISTURBANCE - - - - _
ti - , i-~ - - ~ - ~ Y~ - - ~ - - - - - _ - ~-PERENN)AL-STREAM _ .A~~ - ~ ' ,
------ti.~ F - , s~. - -TOP-OF-WEST BANK.-, "
r:~- - -F-- - . PFIT:RLI E bF LI~~~ffE,~bF - - - - -
- - --CREfK~1S PROPE LI E - t- - ~ PERKY LIME ~ - _ ~ - _ , , ~ ,
CUSTOM BASIN #8 CUST~,~(~ASIN ,~7 CUSTOM B Slp r~ ~s
DRAINAGE AREA = 3A2 AC DRAINAGE AREA = 2.26 AC DRAINAGE AREA = 10.23 AC
DENUDED = 1.05 AC; WOODS = 1.97 AC DENUDED = 0.73 AC; WOODS = 1.53 AC DENUDED = 1.20 AC; WOODS = 9.03 AC ~~-+~j`L-i'~ FLOW FROM 10 YR STORM O=CIA FLOW FROM t0 YR STORM Q=CIA FLOW FROM t0 YR STORM O=CIA )3 AC
C=0.7 {DENUDED EARTH); C=0.1 (WOODS) C=0.7 (DENUDED EARTH); C=O.1 {WOODS) C=0.7 {DENUDED EARTH); C=0.t (WOODS) GRAPHIC SCALE uoODS)
a~ ~ 1=7.22 in/hr, 0=6.73 CFS 1=7.22 in/hr, 0=4.80 CFS 1=7.22 in/hr, Q=12.59 CFS so o ao ~o ~zo z+o
REO'D VOLUME = 1800 ~ DRAINAGE AREA REQ'D VOLUME = 1800 * DRAINAGE AREA REQ'D VOLUME = 1840 * DRAINAGE AREA E PROPOSED PROPERTY LINE AREA ,1~ti;! I U i t/~~
a REO'D VOLUME = 5,436 CF REO D UOLUME = 4,068 CF REQ D VOLUME = 18,414 CF .~t A CA~nt~~4
REOb S.A. = 435 S.F PER CFS REO'D S.A. = 435 S.F PER CFS REQb S.A. = 435 S.F PER CFS ~ EXiS11NG PROPERTY LINE (IN FEET) kt~SS10' ~ f~:«
REO'D S.A. = 2,928 S.F. REQ'D S.A. = 2,088 S.F. REQ'0 S.A. = 5,477. S.F. M 1 inch = 80 fk O, ~
I FLOW DIRECTION S.A. PROVIDED= 2,944 S.F. ®254' S.A. PROVIDED= 2,106 S.F. ~ -262' S.A. PROVIDED= 5,520 S.F. ~ 263' S~
ao VOLUME PROVIDED = 8,832 CF ~ 254' VOLUME PROVIDED = 6,318 CF ~ 262' VOLUME PROVIDED = 19,320 CF ~ 263' 263' e „ 4
°a PROPOSED CURB & GUTTER TOP OF BERM - 256' TOP OF BERM - 264' TOP OF BERM - 265' a
TOP OF WEIR/STORAGE - 254' TOP OF WEIR/STORAGE - 262' TOP OF WEIR/STORAGE - 263' - - -385- - - EXISIING CONTOUR - 5' BOTTOM OF BASIN - 251' BOTTOM OF BASIN - 9' BOTTOM OF BASIN - 259.5' F,; ~~~~~~CNAEI.
25 _ _ _ _ _ _ _ ~ FREEBOARD - 2' FREEBOARD - 2' FREEBOARD - 2' ~~~uirnlill`ii,Z~
N - EXISIING CONTOUR - t WEIR LENGTH ft. - 10' WEIR LENGTH ft. - 10' WEIR LENGTH ft. - 10' ( ) ( ) { )
°i -385- PROPOSED CONTOUR - 5' BAFFLES - 3 BAFFLES - 3 BAFFLES - 5 ~o
M w WAKE COUNTY, NORTH CAROLINA
w PROPOSED CONTOUR - 1' x
PROPOSED STORM PIPE ER0510 CONTROL PLA ~1 ~ ,
NOTE: SITE DATA TABLE ~ ~ i ~ I FOR
PROPOSED WAIL t. CONTOURS OUTSIDE R/W PER WAKE COUNTY CIS, CONTOURS GLENCREEK SUBDIV151pN SUBDIV1510N f i ~
~ WITHIN THE PROPOSED R/W PROVIDED BY FIElA SURVEY. PROJECT: SIGN INf - - -LIMITS OF CONSTRUCTION 2. STREAM DETERMINATION PROVIDED BY AGRI-WASTE TECHNOLOGY, PREPARERS NAME: ADVANCED CIVIL DE ;IVIL DESIGN INC. =137.24 Ac. ~ ~ ~='j Cr~~
a INC. WITH NCDWO NBRRO 07-275 IN WAKE COUNTY DATED AREA OF TRACT: TOTAL AREA=137.24 Ac. o - • ~ -TREE AND VEGETATION PROTECTION ZONE ~
t DECEMBER t1, 2007. PHASE t: 57.54 Ac. 3. EACH SEDIMENT BASIN HAS A 20' TEMPORARY EASEMENT. PIN NUMBER: 1628-18-56$2 182 ~ PIN:1628-18~~652
~ TEMPORARY DIVERSION DITCH 4. PROPOSED HEAD WALLS SEE NCDOT DETAIL 838.80 AND FOR O.B., PG. 12998, 2411 PLAN PREPARED BY:
o PROPOSED END WALLS SEE NCDOT DETAIL 310.03 ON SHEET 13. ZONING: R-30 r%~ SF TEMPORARY SILT FENCING 5. CULVERT, OUTLET PROTECTION, CHANNEL, AND O1TCH DESIGN EXISTING LAND USE: VACANT Knave what's elO~
® TABLES LOCATED ON SHEET 10. PROPOSED LAND USE: SINGLE FAMILY HOMES LY HOMES 11 befare you di , ~ '6'~ 51 I<ilmayne Drive "q,,,--.- - c, ~ ~s,, ona
- TEMPORARY EROSION PftON~SEO L~ f 5: ua .IUItG GVl
3 MANAGEMENT EASEMENT WAKE COUNTY REQUIRES THE OUTER LIMITS OF ZONE 2 OF THE PROPOSED LINEAR FEET OF ROAD: 8907' Cary, North Carolina 27511
NEUSE RIVER RIPARIAN BUFFER TO BE CLEARLY MARKED WITH LINEAR FEET OF ROAD PHASE 1: 5050' z ADVANCED ph 919.481.6290
0 ALLUVIAL FLOOD PRONE SOILS ORANGE WARNING FENCE (OR SIMILIAR HIGH VISIBILITY MATERIAL), PHASE 1 DISTURBED AREA: 10.72 ACRES (CM SOILS) PER WAKE COUNTY PRIOR TO BEGINNING THE INSTAlLATO1N OF EROSION CONTROL C I VI L DES I G N fax [phone]
M MAPPING MEASURES.
0 0 0
f SCALE: 1" = 60' SHEET /13
O DATE: SEPTEMBER 12, 2008
IV

CULVERT DESIGN TABLE
INLET' STATION YEAR DITCH DRAINAGE INLET OUTLE PIPE PIPE CAPACITY OVERFLO
_ NUMBER NUMBER 5TORM TERING AREA ac Q cfs ELEV. ELEV. St•OPE MATERIAL- DIAMETER LENGTH OVERFLOW HW/D ELEV. Ct 3+50 25 01 1.24 2.84 340.4' 339.9' 1.1% RCP 18" 44' 12.8 CFS 1.55 43.5'
C2 9+fl0 25 D3 4.96 10.15 312.7' 31t•7' 2.1% RCP i8" 48' 13.7 CFS 2.27 1 .1'
C2 9+00 100 03 4.96 12.04 312.7' 311.7' 2.1% RCP 18" 48° 13.7 CFS 2.27
C3 14+53 25 D4 3.20 6.29 291.6° 291.1' 1.1% RCP 18" 45' 11,8 CFS 1.87 '
C4 17+25 25 D5 b7 12.21 25.26 2$6.3' 285.8' 1.1% RCP 30" 47° 49.0 CFS 2,28 '
C4 17+25 ~ 100 D5 D7 12.21 29.97 286.3' 285.8' 1.1 % RCP 30" 4T 49.0 CFS 2.28 292.0' C5 24+46 25 09 1.24 3.15 278.4' 277.9' 1.1% RCP 18" 44' 12.2 CFS 1.93 281.3'
C6 34+91 25 013 Di 9.31 19.62 265.2' 264.3' 2.0% RCP 24" 44' 29.3 CFS 2.4 270.0'
4 1 100 1 9.31 23.27 265.2' 264.3' 2.0% RCP 24" 44° 29.3 CFS 2.4 270.0' C6 3 +9 013 0
C7 42+96 25 017 0.34 1.25 262.9' 262.4' t•1% RCP 18" 44' 8.8 CFS 1.33 2 4.9' 1 1~ - - . , ,I,1, ,
5 2.47 6.35 5.5' 255.0' 1.1% RCP 18" 44' 17.0 CFS 3.13 60.2' 1 ~ , _ , ' 47+06 2 019 021 25 r r C8 1' ; ' P 4" 70' 1 .1 F 2.51 1 , , 5 60.06 112,7 58.0 256.9 1.6% RC 5 83 C 268.3 , , ~ , 11~ - - - . I ~ _ - 1
SC 28+70 2 STREAM 2 `j - '1 I 1 7 2.51 " _ ~ - . , ~ ~ ~ ' SC 28+70 100 STREAM 60.06 168.9 258.0 256.9 1.6% RCP 54 O 183.1 CF 268.3 , _ _
l,l r 4'w i ha
~ NOTE: ~ - ~ r IF THE ORAINAGE AREA FORA , , -
R A R A IS , ' r . - - CULVERT CROSS NG U OE _ _ . , ` - '
' OVER 4 ACRES, THE CULVERT NEEDS ' ; ~ , ; _ - , , 1, I ; - , i TO PASS THE 100 YR STORM. ~ ~ , - - ~:,`...•.,`l,t,r.l ~1,,1 x`111 1' I ' ~
' 1 ~ ~ -
` . ~i~~`''S1i - - - - - i, ~f,ll,.`•,i 1`111 II '1, I
,Irr4~1, w , - - - - ',Ir '1,,,.,11 1 -
f11.. ~t , 11 1 :~,I _ 1'I~r 111 .I
PROPOSED OUTLET PROTECTION - - -
,,Ir I' . l - . END - - - - - _ ' - - 111 11r 1,1~. II` 1 I " . X11" I I 5.
CULVETiT I D. in 3XI. L 050 Dmcx _ - , , - - - 11'', 11 1 ,•,~~I` - , t1,
Ct 4.5' 7.0' 4.3' 6" 9" 13.5" - - = ; - _ - - ~ I _ _ _ r~~'~
C2 18" 4.5' 7.0 4.3 fi 9 13.5 - _ z~ - " 7. ' 4.3' 6" 911 13.5" _ _ - , - .1 ,111, ' '
C3 18 4.5 0 _ ' C4 30 7.5 11.0 6.9 6 9 3.5 - , - _ , Dlr.
_ , C5 18 4.5 7.0 4.3 6 9 13.5 - v_ ; 11' , '
M 1 1 M If , , ' 13.5 - - - C6 24 6.0' 9.0 5.6 6 9 - - - • = , r 1;,1 . 1
7 4. ' 7.0 4.3 6 9 13.5 '.'~-r'~r~,1 C 18 5 ~ i 1,1 ,
C8 18 4.5 7.0 4.3 6 9 13.5 , , , _ - • 111 STREAM - - - - ' •r'l e' `ifll ! ~Il ' ~ rl ~ 111 ~ ' 1 `f~ 111 I ~
CROSSING 54" 13.5° 19.0° 12.1' 6" 9°' 13.5" , , - - ' 1 i 1 1`I 11 ' Ir ~ iI ~ 1 ;1'1,
TEMPORARY • _ - _ _ , , .1`11 ~ ~`1 ,'1, a ~''".q".b`~'~,7`. Il~.p~ ~'~I I, '!11 1/ - ~
CULVERT 12" 3.0 2.0 i.8 6 9 13.5 _ _ ~ ' ~ ''1 - _ ` I , - X1'1 , rfi r , 1 ti
OUTLET PROTECTION DETAIL SHEET 11 •,Henry1L,,Buffalos`.&•,Jdne~B;'~o`cks,,', - ~I11111 ,1 i `i r i ~ i A ' \
r 'fir 1 , i ~ t -..,i
s `1, 11 `~I i1' 1,111' ~ \ ~ I ,
•111! r 1 t~rl I~1,i~, i i I i L~ ,~~Ign~,~,$;~c '',G"h'pf~ ; T~ q~s~h' 1~ • `,I
~ Imo, 1 „
; ~ _ 1'12 1C~ . - PE~E~iNfkL;~sTi?EA~t,-' ;;'r ,
1~ ~ 1 ;,LL,, I~, ,,;+,~~fN:~ 4~;X~L42~314$'r1 r~r .~h. Q i • t?' l/ ~ 1,,, ~ 1111 `~Y I I
~ ~i 1/ Ir1i1 111, i,1 ` 1 'Y 111','1 ,1' ~1
1`I 1,1 „r 'Ir 111 ti - - •I ,y~ ' . - `'.a "BUFFALO
` _ r ~ l i d, 11 , - r; l I; I r l r I l r r r . A~ - 11 _ ~ , `11 'I . tip. `I " 1 P RE .R SE YE, I A ~11~
, - , - - ` , , 11;1,1,';;,, - ~ DR(~IN~GlZ',EASEMENTS- ~ PROa0SE0;, •"I'' ~ `R '-~t1TU E. C~ '.K~. 0 ~N$CT10 N 1 1',1 i A 8, 2 G ,11 1 r. - - `~;;\`I; I1, . / 8
1 - - - ~ ~ ~ ~ 1. , .-,~.r. TL ,,~r•~-•~~ -T~,~T.- ~~T^I''~ ~~rl^l J"+r i. ~ w_i.~r., .ti.,, ,dr ~,~i .r,L „t/ -.,.r, '.ry+~r , ti .r .w i_1. ,,.I . - O;B'. 12998 PG.~ 2414 .1 1• rl. L% _ P,IN: 6 9-5 -'1368 • ~ Y i.0 . _ _ -
, ,,1 I ~ Sri 1 • t i, r 1' '`1 1 - _ r/ _ P i' ` 1 - - . - - 'M1 .
, , r~ T` ~ r+r+/' rr;rr,'r',.r. ~n~_i%1L.~ rT ' - Y-" ~w - "O _ ~,.k.. ` _ _ ~ r 1 f - • - . `1,, _ ^O^T.r~. - - c7 , , , , . 1 - ~yY ~'{KTMTMK~A,''~~~~. _ _ - `~I`I _ II p _
- , _ r :4~ - /g:' . - A-:: f . L• '(Q'" •S-, . ~ r'~~7 - - 1
--i v ; ~ ; 1~ - ' i, _ ~
.E~'i,~ 1 -14 1','13 r• .~„1 - - '1 1-> - -L.-a 'its' 1r+ '2 '1'1; - ,~C' , - -
~1 i '.11 lO, 1 F .=,111, ` - ~ '1~~,, ; 28; , ~ 27 , ¢G D.-' ,11 -e. ~ , „ , '*a , lJlt I tSi..*,, ` - - - '1,CH3' - • ~Ck~ANNEL`CHt ` -
.1. '°I~ - - - _ 11, HA - - NNEL'- - - - - - - 1
'P' 1%~ ETCH 413' 11~ ~ 1' - '.o,T~rl 017 a - - 4' - I ' . _ - : - 'd F~.
'~,'~y0i. Z I ~11 _ 2 I - - - ~Btt F A~ • t0>r E R SE VE,' . R - _ - 'fie - - - .1\,-~., - - - - - - , , - 4f A G. - - - % - - - 1• P,
y,, I ~bIT(`;H taa6` I p1,,..r~!~; _ •n• - - - - - ~A N~%; - - I _ - A Al - , g:, 2 9 4',4 - ; a. 9 1 Y - - - - - - 1.~ - _ '~'1'~ PI
i' y _35 Ifs ! '1 - 1.:~ - _ - ~~I - - 1629 41~ 991 3; - _ , _ _ ~ ; ,I ~/N1'/ T~ ~ ~ N ~N _ -
9' A ~'E • - - N STREAM, TOP ;dF 1 _ - ; ' _ ~
3 '2 _ - 0 , 1 - - - A - • 8 NEC 0 p,, 1 - - ~"3 - - - - :BANEC ~1VOTE: ,GREEK'tO~A~iDN;':. 1' ~ ~ O PER' -Fj "D" RAY • 1~. ; ~ ;
J fr - - - ~1 _ _ J ~ _ - - - a _ ,~rMu - 0 i - _ '-p, - Q.. - - ,4I - - - _ ~y I - - - ~ ~ A40NG',WEST, TOP OF,9ANK:~ _ . , ~ , , 1:~ `,r Y z _ ; . ~ ~ . ~ , , , ; ~ ,B~1FF'ALp~ ' PRESE~VE :LLC
- - : _ _ - - - - , '~J - _ _ w _ _ _ G~3 , - - - ~ - - - 1.' - I - - ~ - - - - - -I-' - - - 3-' - - - s3~ 'J- ~40 - - - - -
, =;r-=~- - 3 _ -r. - ~Y; - 'q.~.1` 129g$ R' 21418 - - G:. ' - P!' ,~ifi2$~ X899
43; , - - - - ~b~~.iVE1.1SE,1~6• ,BU~~; r 2so~ _ = _ YER- - , ~ N'' , , 1j ;1'~
~~1A' CONSTf3U4~'!fll°l,-" ' I
, ~ dLL4wE
'4'~ ~9- , - ~'f~Ll:UV1~tL'~,FGOOD - _ _ - -tP ti _a.. = - p - ' ~ONE'S01E,S1 - r; 1'i 1 1' i ~ i .,f~~~ ~
_ - _ - _ - . _ - r}T _ ~ - - - AIN 'OR AGE~E SEME S - 1 , 1 i , II r I 1 , I t l1 ~ 111 I
- :'q,'s: 1 ~4 - - - - - - ' ~ ; ~ ; ~ ; ' t 1 6U~FALOE PRES//Ey''RVE; LL'C, 1 11 1''00,' 1 , r'/ /r'If'' ~ r',1 r ~ / 26.44 V.~ , t ~
i - - - - r - ,f .`iM - / ~ _ _ 1. _ - _ _ _ , _ I - ~'d'=~: _ -'T't-_': _ _ _ _ _ _ _ _ - _ - . _ 4r' r ~ ~ ` '1 1;0',8:,12998 BG~ 2418 I 1 ,~1 I ~'1'~-~
- L ,1,1~ ~1i~'- - '~P~R N e6s a an E NIAi c L' E - - - - _ lA TR AM1` R - _ - - _ '`P'lN:; 1629-518996 '
- 's - _ ~~i, .4,,, , ,1 - - ;,f - - - _ . _ F, _ 13 i~ - r; , - - q - I ::F,.,, o-~ a~ 1
1 , - - - ~ sl - ~ "i - h - f -1? i `Cit o ae -M - y~L~V - - ''1 9 Y - r-' - - I _ - - - - - - - , F 4a'0' - U IY 'I/ • B .E - - e~'' C e n _ t est ~ , 9 -6111. :.A~.:~ Dee - d - 11 _ ' - i ,
~ - - •l"": ~0,' ~y-. 14 - ,d• ti - f' a ct~-' a S ,y;~ •'08: 22-2 9-- A •1 4-'P .K: . .•-Y. , a= „s, - r - - - :I `.1 ' . .
- '1' - , i' 1' G { - `-7 'r s . - I~ fi ~ X25-. 6 .8- , s" - 28- P P~ ~ $ Y I - -
_
; , - - - _ ;2 _ ALLUVIAL FLOOD PRONE 501LS
- ~ ; - ;'1`1`1 111' rl' r%" (CM SOILS) PER WAKE COUNTY
4 11.1 •`t 111 111 - '1' '~"•;~19~a:;,~;Creelr•IoEitfipns~Owrl-p€r'.:., _ 1,,,,;~111,`i1,"~ ~ ~ - MAPPING
r, li,,, I'„ 11 ,~t•~ 1, " 111 I r ,`i , tl1• r ~ ,1,,,,.,,, I,~letQf,'s};~vky'diAng;~i¢st-top;~f~ank,:~ •111,1 ;1,`,'r`,1. ,
- ~ 1, 111,1 •rI, 1 ~1.11j 111, 1, f, ,1 i'll; ,1\1i1, , . 1,1,1 • ; - .,1 D ,,I,rrlr,', ,f' 1'11111 :,G:i •%:"•-fv>~~ . •,,r,r'i. x`411 1 r!1•trlrr'rl r;/, ills Ilr .11~:i' •:~,i - - DITCH DES9GN TABLE
'I'11r '1 `i 111 - RAINAGE D RUNOFF , 1 11 • AVG. - 1,1ti,,,~1 AREA AC GENTS COEFFi Q „1 _ DITCH ( ) VG. RUNOFF AVG. VELOCI FLOW DESIGN MANNENGS PERMANENT OEFFICENTS o cfs TC min SLOPE ft s DEPTH DEPTH "n" UsED uNER GRAPHIC SCALE
I' I 111 1. Nripr~~- - 1~ E ^ 0.28 2.506 5 3.8% 1.045 9.935" 18" 0.15 GRASS
i;my;"i ~~~;~,.1 ~,1 -gas?Y°d,~a;• a - ,,,,1,,•„,,,,,,;, , ";,4,,.,_,. 02 0.26 0.5 0.9 1,: 0.5 0.938 5 4.0% 0.351 10.48" 18" 0.15 GRASS 200 0 ~w soo aoo eoo
~:;,,;-;~,.,z 03 4.96 0.25 $•9 rN' 0.25 8.949 5 5.6% 1.661 14.89° 18" 0.15 G ASS
:r ~ - _ . , ~ 1, - - 04 3.20 0.24 5.5 mo4t,;',; 1i1;; 1~; , 1 - . . 0.24 5.543 5 4.3% 1.334 13.07" 18" ASS
05 10.59 0.25 19. - - ~:L - p6 0.18 0.49 0.6 0.25 19.11 5 2.7% 1.527 22.69" 24" 0.15 GRASS ~ 1N , 0.49 0.637 5 3.5% 0.719 6.037" 18" 0.15 ASS
O - - : - _ ;'a r o _ - - ~,y; , , • D7 1.62 0.27 3. 0.27 3. 57 g 2.1% 0.886 12,11" 18" 0.15 GRASS 1 inch = 200 ft.
" TEMPORARY LINER INFORMATION - - D8 a19 0.52 oa - - ~ MANNINGS n FOR DEPTH RANGES PERMISSIBLE 0.52 0.713 5 3.0% 0.69$ 6,482' 18" ~ ' 0.15 GRASS
_ D9 1.24 0.31 2.7 *SFR -SINGLE FIBERGLASS ROVING LINING TYPE 4-0.5 ft 4.5 -2.0 >2.0 ft SHEAR Ib FT' 0,26 0.53 0.9 0.31 2.774 5 3.4% 1028 10.54" 18" 0.15 GRASS Know what's el0 .
m CHANNEL DESIGN TABLE S&E *SwN =STRAW WITH NET WOVEN PAPER NET 0.016 0.015 0.015 0.15 010 0.53 0.994 5 3.7% 0,821 7.059" 18p 0.15 GRASS ef0~~ SOU l 4 0.39 1.098 5 4.$% 0.928 6.979 18
N P LINER MANNING *OFR =DOUBLE FIBERGLASS ROVING 011 0.32 0.39 1.0 DRAINAGE DISTURBED AVG. RUNOFF " " VELOCITY FLOW DESIGN EA SHEAR *JN =JUTE NET JUTE NET 0.028 0.022 0.019 0.45 Dt2 0.48 0.31 }.1+ 0.31 1.163 5 2.8% 0.769. 7,889" t8" 0.15 GRASS
° CHANNEL AREA AC AREA AG COEFFICENIS Q10 cfs TC min SLOPE min b min PROPOSED n USED ft s DEPTH DEPTH LLOWE f * 0.60 FIBERGLASS ROVING 0.028 0.021 0.019 0.25 14.33 5 3.3% 1.532 19.62" 24" 0.15 GRASS
CHt 1.54 0.51 0.23 .2.556 5 5.0% 3:1 3.0 SFR 0.024 3.99 0,48 1.5' 0562 SINGLE 0.028 0.021 0.019 0.60 Di3 7.94 0.25 14• w 4.9 .4 0.15 5.402 5 4.0% 3:1 3.0' *SWN 0.031 3.96 0.34' 1.5' 0.85 1.45 NOTE: 014. 0.22 0.48 0.7 ~ CH2 9 0 0 * 1 CONTRACTOR MAY USE A TEMPORARY DOUBLE 0.028 0.021 0.019 0.85 0.48 0.7fi2 5 3.5% 0.752 6.456° 18" 0.15 GRASS WAKE COUNTY, NORTH CAROLINA
N 0.18 5 . % 3:1 OFR 0.026 3.97 1.5' 0.61 0.85 TRAW 1.45 015 1.37 0.3 2.9 CH3 3.30 0.43 4.2$7 3 5 a ~ LINER OF EQUIVALENT OR GREATER S WITH NET 0.065 OA33 0.025 ~ 0.3 2.966 5 3.6% 1.068 10.69" 18" 0.15 GRASS 0.5 0.974 5 4.0% 0.841 6.904" 18" 0.15 GRASS ER®SiO CONTROL
0.14 12.70 5 2.$% 3:1 3.0' *S~ 0.033 3.9$ ' 2.0 fl•916 1.45 SHEAR STRENGTH CURLEO W000 MAT 0.066 0. 1.55 016'. 0.27 0.5 0.~ CH4 12.57 0.$1 f * pA21 .97 ' 0.404 .45 0.035 02$ 0.35 1.844 5 4.7% 1.04$ 8.510" 18" 0.15 g2ASS DRA9AGE AREAS
~ 1.6 .66 0.36 4.053 5 2.4% 4:1 4.0 JN 3 1.5 0 Di7 0.73 0.35 1.8 CH5 5 0 SYNTHETIC MAT 0.036 0.025 0.021 2.00 0.45 1.104 5 4.4% 0.899 ,1Q8" tg" 0.15 GRASS FOR
~ 6.96 0.11 0.11 5.525 5 4.2% 3:1 3.0' *SWN 0.031 3.96 0.33' 1.5' 0.865 1,45 018 0.34 0.45 1.1+ CH6A °v 10.23 1.20 0.17 12.55 5 2.8% 4:1 4A' *SWN 0.033 3.97 0.52' 2.0° 0.91 1.45 019 0.28 0.49 0.9 0.49 0.990 5 2.4% 0.697 7.644" 18" 0.15 GRASS
CH68 * 0.014 3.99 0.18 0.45 0.73 0.29 4.730 5 0.94 3:1 3.0 JN 0.303 1.5 020 1.65 0.3 3.5 0.3 3.572 5 2.2% 0.93 12.57" 18" 0.15 GRASS
N CH7 2.26 * N 0. 2 3.90 0.416 0.45 021 0.18 0.49 0.6 t CH8 3.02 1.05 0.31 6J56 5 1.45% 3:1 3.0 J 0.46 1.5 022 0.82 0.33 21G 0.49 0.637 5 2.2% 0.604 .586" t8" 0.15 GRASS C o7T1 T~ 0.33 2.024 5 1,7% 0.732 10.66" 18" 0.15 GRASS PIN: 162$•18.56$2
U
z Q PLAN PREPARED BY:
" CHANNEL DESIGN TABLE SUV M DRAINAGE ~ ERMANEN MANNING VELOCITY FLOW DEIGN ~~A~R~~~~~ii®
~ AVG. RUNG LINER "n" USEO DEP1H DEPTH °o CHANNEL AREA AC COEFFICENTS Q1 cfs 7C min SLOPE min b min ft s QW .~P~SS~{~~•~~ 51 Kilmayne Drive QY'© '~.6° 1 Suite 203
. _ . _ _ _ . r ...1 r_aecc n ~ ~..,,1 , K TYPICAL CHANNEL SECi10N
r CHI 1.54 u.s s.ss4 ~.u~ 0:1 qc, ASS .t1.5~v v.oro L5 M DITCH SECTION AP" T TYPICAL ph 919.481.6290
5 4.07 3: t 3.1.027 CH2 4.99 0.26 9.363 GRAS 0.15 1,264 0,1949 t,5' NOTE: CH3 3.30 0.25 5.954 5 3.57 3: t 3.AVG. RUNOFF COEFFICIENTS AREA M'tk 2'•1 ADVANCED 3eA` Cary, North Carolina 27511
H=1.5~ i F`NGIN C I V I L D E S I G N fax 919,481.6291
N CH4 12,57 0.26 23.59 5 2.87 3:1 r4. .0' GRASS 0.15 1,566 DISTRIBUTIONS CAN BE FOUND IN THE CH5 1.56 0.34 3.828 5 2.47 4:1 0' GRASS 0.15 0.976 0,748' 1.5'. HYDROGRAPH SUMMARY REPORT rd SHOULDER 1rCNAEL
6.96 0.26 13.06 5 4.27 3:1 .0' RA 0.15 1.667 1.192' 1.5' a CH6A 4. i RAS 0.1 1,50 1. 1' d
°o CH6B 10.23 0.27 23.46 5 2.87 4.0 392.0 ~ SCALE: 1" = 200'
I 0.32 5.219 5 0.94 3:1 3.0GRASS 0.15 0,754 1.01 1.5 CH7 2.26 GRASS 0.15 0.963 1,155' 1.5' b o CH8 3.02 0.33 7,192 5 1.457 3:1 3.0 , SHEET 10 / 1 DATE. SEPTEMBER 12, 2008
N

I A
~ NOTES: 50~ MIN. 4' MIN. SILT FENCE
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
BUT SUFFICIENT TO KEEP ENSURE CONSTRUCTfON ENTRANCE I$ USED. SEDIMENT ON SITE
, ~ ~ 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
MINIMUM 10 GAUGE .SILT FENCE FABRIC - IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE THEN THE TIRES OF THE VEHICLES MUST BE WASHED INSTALLED TO SECOND MINIMUM 12-1 2 GAUGE LINE WIRES WIRE FROM TOP ~ <'.:2"-3" STONE TO SE USED`~.'`~> 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. INTERMEDIATE WIRES ~E
EXISTING ~ ~ `..`.(SURGE STONE OR RAILROAD'.;" PROPOSED STREET,
ROADWAY 'BALLAST) WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR TOP OF SILT FENCE
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN GRADE , MUSF BE AT (EAST t' ABOVE THE TOP OF
STONE AND REPLACEMENT WITH FRESH STONE. THE WASHED STONE
i =
i - i =
FRONT VIEW - FRONT VIEW BURY WIRE FENCE,
PLAN VIEW - - FILTER FABRIC, AND HARDWARE
STEEL POST CL07H IN TRENCH
NOTE: WOVEN WERE FABRIC STEEL FENCE POST STEEL FENCE POST SET MAX 2' APART
tWRE FENCE MIN. 78° INTO SOLI GROUND
NEW CONSTRUCTION 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC 35 MIN. 15 MIN. DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS HARDWARE CLOTH
EXISTING ROADWAY OF CONCENTRATED FLOW. _ N
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO 3 FILL SLOPE FLTER Of X57
12" MIN. PROVIDE STORAGE VOLUME FOR THE NEXT RAIN ANp Z WASHED STONE 0'8 q,°Q
" M(N. TO REMOVE PRESSURE ON THE SILT FENCE. ~ 6 ~ ~ ~ / o ° 0
v'~ ~ \ \ \ \ iv ~\//i\//\//~ i//\//\//\//%/i M GRADE °~~~°~p0 3' FILTER FABRIC ~°~g`ao~~~°o q,°° ON GROUND
\\i\\ ~j/\\j/\\j/~ ` 6" MINIMUM COVER 0°" `~nbd5
FABRIC UNDER STONE OVER SKIRT mho o~° g°o`b°g° NOTES: °~~a 800°°°0~° 0 1. REMOVE SEDIMENT WHEN HAUF OF STONE OUTLET IS COVERED.
ANCHOR SKIRT AS DIRECTED ° Sib°o ~c~b°o°o ° o° 2. REPLACE STONE AS NEEDED TO ENSURE QEWATERING,
CROSS SECTION BY ENGINEER
_ F N AN BURY WIRE E CE D HARDWARE CLOTH BURY 6" OF UPPER EDGE OF
FLTER FABRIC IN TRENCH
SIDE VIEW
~ ~~~""''x"`'" NSTRUCTION ENTRANCE ox"~cax"L~" STANDARD TEMPORARY SILT FENCE SECTION VIEW
STANDARD CO A
EFFECTIVE: 01/31108 EFFECTIVE: O1/31/OS OUN
nTtrH cnxpl,l>v
STANDARD SILT FENCE OUTLET
EFFECTIVE: 01/31/08
.
,y-. NOTE : ~ 18" FREEBOARp MIN.
( NOTES: - - - - ~ - - - ~ - - I. RAFFLE MATERIAL SHUULD BE SECURED AT THE BOTTOM AND SIDES SIDES t CAP T~ OF 6" PVC PIPE TOP OF BERM _I I1=11 I-I {USE 8" PIPE FOR DRAINAGES
1, TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW ANO/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. _T~.~; ~ ° USINGSI'APLESORBYTRENCHINGASFORSILTFENCE. - - ~ - ' _III-III F GREATER THAN 10 ACRES}
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. - - - - - - - - - - - - =_t ~ 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE IS1' BAY, R R Y FILL. ~ ` - - - - - - - - - - - - WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT 0 COUE ED B NCG. _I! I-I (I__!o~ TOP ELEVATION OF STORMWATER 5' MIN
P ARY EEDING MULCH WITH TAC, AND OR EROSION CONTROL NETTING. - - - _ - ~ 3. PROVIDE3BAFFLES(USBTWOIFLESSTIiAN20FEETINLENGTII).PROVIDE: 4. STABILIZE DIVERSION DITCH BERM WITH TEM OR S / _ _ _ _ _ _ _ _ _ _ 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN l0 ACRES.
- - , _ _ _ _ _ 4. BAFFLE SHALL BE 10~ G/M2 COIR EROSION BLANKET. _ -f 1=III-III- TARP
~ - - - - 4`T~ ~ ~ ~ 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS - - b. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL or THE >3cRn~s ' I=111=1 i ~ EMDED ~ 3 RAINFALL ~ 1 ~ r=_ raRP 12" 9,f
v~, - - _ ~ ~,:i '.°s rip- t III-III _ ~ 6" PVC (NO _I I I=III-I SLOTS) DISSIPATER PAD
~1.--. - I . - 11~ I I1=1 I --__m - - m _ _ _ _ m RAP R
2' MIN. - - - I ~ I-III-I I i-~ I H f I--I 11=1 I i~ 11=1 11-i I I I IJ I H 11=1 11=1 11= ~ I 1=1 11=1 11=1 = T_ - _
I - WASTE MATERIAL-COMPACT, _ ' i I. Fj SEED & MULCH AFTER I ~ ' - I~ I ~_il ~--II ~.I I I; ;~-1I1=1 i f;;~~_il I-i I -i 11~TI_ -111-1I1=I i I=II i I I i = II-1Ti-1i u i ICI i 1=1 i I_ITi~ II~ITI-I i I iil=i 1 ~ ~ ~ ~ -'r,~rr-„ EN8E0 11=I I I~ 1 ~ III=111-I I I`I I I-'I__I IJ--III'III-'III"III-III-III-III-) I I~'I I I- I I-;I TARP I p•
- <C VAR. N TRU TION OF DITCH ~ COS C ' --may,; " I I-1 i 1~ I I~ i I-III-) I ("-I 11-1 i I~ 11=) I I-I (hI I I=I I I!I I I-III-III-I I I I /5 WASHED STONE FlLTER TARP E%TENDS eEYON
-I F N I 1=III-III-III--III11I-III-III-III-III-III-III-III-III-III-1 I ' To TOP DF HOLES TDE of BACK SLDPE ' I t-1 11-I 1 I-III-i I(-1 i 1^-III--1 i I-III-1 11-I i I-I 1 I-~i ~ ~ I ~ I--I ~ I
- PLAN VIEW CROSS SECTION I I_ SECTION THRU BASIN & FIETER sEE NorE 1
_ _ _ _ SUPPORT ROPE SUPPORT POST INLET SHALL 8E PROTECTED ~ FOR NOTE SPECS (AS NEEDED} FROM EROSION
- - _ 2~ VAR. - - - TO WIRE TO 24" INTRO BOTTOM STAKE TO - - - 1 M 0' - 2' . ~ " - PREVENT SAGGING OR SIDE SUPPORT WIRE STAKE TO 4RTH RIPRAR, TARP, MATTING SEDIMENT SUPPORT WIRE ~ EauIVALENT. PIT
- -I I I_...I I (_I ~ (-III-I I I_I I I-) I I- _ ~I I I_ I ICI ! I III-I q -III III -III-i I i-III-I I i-I ! I- I I-I k _(-1 I I-I i I-I i I-III-III-III-I ! r / 257 257-50%
_ I_II III F(OW 18" MIN TOP Of OAM
1-Tfl-I I I
-III-I I .I FENCE AND I • . FABRIC 12' BURIED IN TRENCH TARP PROTECTIQN DITCH ANO BURY TARP
~_STEEL POST POROUS BAFFLE {TYP.} EDGE (MIN. 12"} -e--iG' MIN-o
WEIR LENGTH
TI N A L VIEW 6"X6' TRBNCI[, ~ COIR MESA OR SIMILAR, STAPLED OR CROSS SEC 0 BACKFILLEDAND TRENCHED INTO BOTTOM OR SIDE 6" PVC W/HDLES 1pgP
COMPACTED FqR SECTION THRU WEIR ~ BERM
SECTION VIEW AT OPENING
o~ 7r,:. E - NOTE 1
HOLE SPECS
PERSPECTIVE VIEW pEWATERING HOLES INLI BE INSTALLED IN SETS OF HORIZONTAL RINGS. 1HE
GENERAL NOTES FIRST SET Of HOLES WILL BE SET 6 INCHES FROM THE BOTTOM OF THE RISER. RINCS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
OUN OI1N tioxrc{ cnxni.i*r` DITCH ox7 ti c:axor.~m t. DRAW GOWN RISER & BARREL SHALL BE 6" SCH. 4D PVC HOLES WILL BE 3/4 INCH IN pIAMETER AND W1ll BE SPACEp EQUALLY
STANDARD TEMPORARY DIVERSION STANDARD BAFFLES DETAIL WITH CLEAN-OUT CAP AND 3/4" HOLES. SEE NOTE 1 FOR NUMBER AROUND THE RISER. THE NUMBER OF HOLES PER RING WM1LL EQUAL TO THE DRAINAGE AREA. ANO SPACING OF HOLES.
EFFECTIVE: 01/31/08 EFFECTIVE: 01/31!08 2. THE TARP USED TO PROTECT THE WEIR SHALL 8E THE WIDTH XAMP SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING TO A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
AVAILABLE SUPPLY. If MULTIPLE TARPS ARE TO BE USED, THEN INCHES ON THE RI5ER PIPE. THE FIRST RINC (2 HOLES} WILL BE SET 6 TARPS SHALL BE OVERLAPPED AT LEAST 12". THE UPSTREAM 12° INCHES FROM THE BOTTOM OF THE RISER.
TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 Mll. HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
U.U. RESISTANCE. DETERMINE NUMBER OF HOLES. 3. MAIINTENANCE: SEDIMENT IO BE REMOVED ANp PROPERLY
DISPOSED OF WHEN BASIN IS HALF FULL. GRAVEL FILTER AROUND
(~r~~T~+ RISER SHOULD BE REPLACED AS NEEDED TO ENSURE DEWATERING.
CtJUlV 1
"x2'`TT1°:"""~~"~ STANDARD CUSTOM BASIN
a EFFECTIVE: 01/31/08
N O
A A
I °
n A A _ _ ~ PIPE
PIPE l.D.
~ _ 3 TIMES I.Q.
o ~ N
CV
NOTES:
~ 1. l =THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT PLAN VIEW NOTES: w ~jEW LESS THAN 6" (INCHES).
w PLAN y 1. l =THE LENGTH OF THE RIPRAP APRON, ~N,
~ 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE 2. d = 1.5 TIME5 THE MAXIMUM STONE DIAMETER BUT N~ IIAMETER BUT NOT WAKE GOUNTY, NORTH CARQUNA
~ THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE LESS THAN 6" (INCHES). GLECEE TRAIL PHASE 1
~ BANK, WHICHEVER IS LESS. sHOUED BE EROSIG CNTR®L DETAIL SHEET
o L 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE y 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATI( SOIL FOUNDATION. FOR
ro 1i INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. PIPE L `t
PIPE ' U ~ ~
m ~ G - Q T C T CI ~ S PIN:1628•~8.5682
- U - _ ~I II ! I I d II II II i.
N v - _ o _ d PLAN PREPARED 8Y:
i - ~~n~ ,I~-`
~ d 51 I<ilmayne Drive
~n -11TH' FII TFR c,ra~ °n~
~-FILTER FABRIC d41~G LVl
-A' FABRIC SECTION 'A-A' SECTIONA q r AAAT Cary, North Carolina 27511
v z AV CE ph 919.481.6290
N 0 WAKE CIVIL DESIGN fax [phone]
I ®UN 1n"' ® b
O ® 0R11I . C,UtpL ox'ntcAROMI STANDARD PIPE OUTLET TO FLAT AREA l;. M 0 STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
1 EFF I E NO WELL-DEFINED CHANNEL 'o EFFECTIVE: 01/31/08 ECT V . 01/31/08J v SCALE: 1" = 60' SHEET 11/13
DATE: SEPTEMBER 12, 2008

COARSE AGGREGATE EARTH FILL COVERED BY
1/2 DIAMETER OF PIPE 6 DEEP OR 12" WHICHEVER IS LARGE ANGULAR ROCK
GREATER
FILTER FABRIC
- I I - - I~_ - o - -
I - -
-1 j.
- ~ -
CAPACITY OF PIPE CULVERTS -Iii-I I I- TOGETHER =BANK FULL FLOW >-rFLOW ;
ELEVATION
EARTH FELL COVERED BY
LARGE ANGULAR ROCK
COARSE AGGREGATE
OG~O p O o 0 0°° °0° CP R7 g o®oa®°o ~0 P p 00 ~°0 0.° °p o~ o
o. 0 0 0 ° O~ O 00 000 O°o 0 00°p Ooo 0 °o0 0 0 0 ~ o
~ o o ° ° p p ° o ° ° ° o O° ° ° o ° ®d 0 0 O CONSTRUCTION SE UENCE 0 0 ° O o, O o o. O o 0 0 0 0 ° 0 0 O p O° i. SCHEDULE A PRECONSTRUCTION CONFERENCE )N CONFERENCE WITH THE WAKE COUNTY ENVIRONMENTAL ENGINEER. OBTAIN ALAND-DISTURBING PERMIT.
0 DO 0 O. 00 0'®0° 0 0000 °00 ° Oo 00 D ZONE 2 WARNING/TREE PROTCTiON FENCE, INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, SILT
0 0 0 ° 0 0 0 0 0 0 0 0 ° 0 0 O o O 0 0 0 2.INSTALL NEUSf RIVER ElUFFER ZONE 2 WARNI ° 0 0, ®O ~ .00 O .Oo 0 0 ° ~`0 0 ® ~ p D °o ° o FENCE, SEDIMENT BASIN5/TRAPS OR OTHER b iPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE QEVICES.
00° O o 0 0 0 0 p o 000 O ,0 q 0° 0 0 ° O 0o D SEED TEMPORARY DIVERSIONS, EIERMS ANO E3. 0 0 0 0 ° p ~ ~ .0 0 ° 0' o ° ~ O 0 ~ O o 0 ° 0 °0 3.PROPOSED DITCHES D1, 02, ...ETC WILL 8E U' BERMS ANO BASINS IMMEQIATELY AFTER CONSTRUCTION. ..ETC WILL BE USED AS TEMPORARY DIVERSION DITCHES WHILE ROAD IS BEING ROUGHTED IN AND WILL BE REOIFINED
O o 0 00 ° 0° o O o 0 O. O ~ 0 0 O. 0 0 O o. 0 0 00 ACROSS THE ROAD TOWARDS THE PROPOSED THE PROPOSED BASINS AT THE END OF EACH DAY.
0 p0 °0 ° 00 0 0 0 000 ' 0 00 0 0 0 0 0 00 O °00 4.CALL WAKE COUNTY ENVIRONMENTAL ENGINEE 0 0 0 ~00 0 0.00.0 0 .00 0 0. p X00 0. p o 0 0 {~j Q p COMPLIANCE. MENTAL ENGINEER FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO OBTAIN A CERTIFICATE OF
5.BEGIN CLEARING AND GRUBE3ING. MAINTAIN OE VG. MAINTAIN DEVICES A5 NEEDED. ROUGH GRADE SITE.
6.GRADING THAT OCCURS INSIDE THE RCOO-2 ESTAE3USHE0 AS SOON AS POSSIBLE. INSTAL THE RC00-2 AND NEUSE RIVER BUFFER NEEDS TO BE STABILIZED, SEEDED, TACKED, LINED, AND HAVE VEGETATION )SSIBLE. INSTALL TEMPORARY SLOPE DRAINS WITH DIVERSION DITCHES DIRECTING FLOW TO THE INLET AT THE LOW POINT
OF THE STREAM CROSSING TO KEEP AS MUCi ? KEEP AS MUCH FLOW OFF THE FILL BANKS TO HELP ESTABLISH A STABILIZED VEGETATIVE BANK FASTER.
7.STAE3ILIZE SITE AS AREAS ARE BROUGHT UP 25 '',.'.STREAM CHANNEL: ` 25 E BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED ANO MULCH DENUDED AREA WITHIN
MINIMUM MINIMUM FIFTEEN (15) DAYS OF COMPLETION OF ANY TOP OF BANK TOP OF BANK 8.WHEN CONSTRUC114N IS COMPLETE AND ALL .ETION OF ANY PHASE OF CONSTRUCTION. 'LETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL WAKE COUNTY ENVIRONMENTAL ENGINEER FOR AN INSPEC110N
~I ~ ~ ~ ~ BY THE ENVIRONMENTAL ENGINEER. VEER.
9.WNEN SITE IS APPROVED, REMOVE TEMPORAR PLAN DEWATERING HOLE AT BOTTOM OF SEDIMENT'' JOVE TEMPORARY DIVERSIONS, SILT FENCE, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. PLUG ~ OF SEDIMENT BASIN RISER AND REMOVE SKIMMER. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS
VELOCITY DI5SIPATORS, SHOULD NOW BE INS1 A _D NOW BE INSTALLED.
tO.WHEN VEGETATION HAS BECOME ESTABUSHEI OLIN CERTIFICATE OF COMPLETION. )ME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE WAKE COUNTY ENVIRONMENTAL ENGINEER. OBTAIN A
°"'"`'~R°"~ STANDARD TEMPORARY STREAM CROSSING
EFFECTIVE: Ol/31/08
SEEDING
SEEDBED PREPARAl10N: 1.CHISEL COMPACTED AREAS AND SPREAD TC AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
QTES: 2.RIP THE ENTIRE AREA TO SIX INCHES QEEP. IX INCHES QEEP.
I. CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF A STANDARD 4 3.REMOVE ALL LOOSE ROCK, ROOTS ANO 0TH FLARED-END SECTION OF PIPE WTH A MINIMUM 6-INCH METAL TOE min: 4.APPLY AGRICULTURAL LIME, FERTILIZE AND ROOTS ANO OTHER OBSTRUCTIONS, LEADING SURFACE REASONABLY SMOOTH ANO UNIFORM. FERTILIZER AND SUPERPHOSPHATE UNIFORMLY ANO MIX WITH SOIL (SEE
PLATE {CROSS-SECTION NEW}. MAKE ALL FITTINGS WATERTIGHT. A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
TAN AR T- CT10N FITTING MAY ALSO 8E USED AT THE INLET, 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIi s o D SE Ber 6. SEED ON A FRESHLY PREPARED SEEDBED 'AREO SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. SEEDING AND ANCHOR MULCH.
2. USE AN EARTHEN piVERSION i0 DIRECT SURFACE RUNOFF INTO 7. MULCH IMMEDIATELY AFTER SEEDING AND ~ THE TEMPORARY SLOPE DRAIN. MAKE THE HEIGHT OF THE BERM OVER INSPECT ALL SEEDED AREAS AND MAKE NI 1S AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE
THE DRAIN CONDUIT A MINIMUM OF 1.5 F7 AND AT LEAST 6 INCHES _ THAN Ei0% DAMAGED RE-ESTABLISH FOLL01 ` , NIGHER THAN THE ADJOINING BERM ON EITHER SIDE. HOId down StpkeS 3 1 3TABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER ANO SEEDING RATES.
1.5 min 9. CONSULT S8cEC ENVIRONMENTAL ENGINEER! THE LOWEST POINT OF THE DIVERSION BERM SHOULD BE A MINIMUM OF ; „ ' :NTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
i FT ABOVE THE T~ OF THE DRAIN SO THAT DESIGN FLOW CAN FREELY _ MIXTURE
ENTER THE PIPE. AGRICULTURAL UMESTONE2 TONS ACRE (3 TON / S/ACRE (3 TONS/ACRE IN CLAY SOILS} 0-10-10
. " ' ' FERTILIZER1,000 LBS ACRE - 10-10-10 3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROM EROSION WITH / RIPRAP DISSIPATOR. SUPERPHOSPHATE500 LESS/ACRE - 20~ ANALY - 20~ ANALYSIS
10' S oan - P 9 _ _ _ - MULCH2 TONS/ACRE -SMALL GRAIN 5TRAW GRAIN STRAW
_ _ _ _ ANCHORASPHALT EMULSION AT 300 GALS ACRE a~ - - - / 300 GALS/ACRESEEOING SCHEDULE
J - - - - -
Corrugated I ~ III 111- Inlet
Pipe - ~ _ r.~, PLANitNG RATE
I MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARiF -I , PEDEZA (SCARIFlEO) AND USE THE FOLLOWING COMBINATIONS: 50 LBS/ACRE {SERICEA LESPEDEZA);
...+r1w d ,
c~ -I I ~ MAR 1 -APR 15 ADD TALL FESCUE Stablllze 'J +s,,, , :SCUE 120 LBS/ACRE
Outlet i ~ MAR 1 -JUN 30 OR ADD WEEPING LOVE GRA :PING LOVE GRASS tO LBS/ACRE
I ~ :.I.M . - r'~'"'0'°''".I`' ` MAR 1 - ,A1N 30 OR ADO HULLED COMMON BI .LED COMMON BERMUDAGRASS 25 LBS/ACRE
~ - r~* - ,;;„:;i~~'•••.. JUN 1 -SEPT 1 TALL FESCUE ANO BROWNTOI I-III-III ANO BROWNTOP MULLET OR SORGHUM-SUDAN HYBRIDS*+* 120 LBS/ACRE {TALL FESCUE);
~.L.Cir/'~. , 35 LBS/ACRE (BROWNTOP MULLET}; 30 LBS/ACRE (SORGHUM-SUDAN HYBRIDS)
4' min level section
~ SEPT 1 - MAR i SERICEA LESPEDEZA (UNHUL PEDEZA {UNHULLEO - UNSCARIFIED) f20 LBS/ACRE (TALL FESCUE)
~ ANO TALL FESCUE70 LBS/ACE iCUE70 LBS/ACRE (SERiCEA LESPEDEZA);
w,.......,,,. NOV 1 -MAR 1 AND ABRUZZI RYE ?1 RYE 25 LBS/ACRE
Cross-Section View ~?r CONSULT S&EC ENVIRONMENTAL ENGINEERS FO . ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE
P I a n Vi e W VEGETATION RATES ARE THOSE THAT 00 WELL THAT 00 WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
Standard T-section
CUSTOM BASIN REMOVAL SEQUENCE: OLIN SEQUENCE:
ae~i7+c~;rso7.1~ 1. SCHEOUI.E A SITE MEETING WITH THE ENVIR( STANDARD TEMPORARY SLOPE DRAIN FENCING OR OTHER TEMPORARY EROSION C01 MTH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO DETERMINE IF THE BASINS CAN BE REMOVED YET. INSTALL SILT ,RY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF CUSTOM BASINS
EFFECTIVE: O1/31/08 2. REMOVE CUSTOM BASIN{S} AND ASSOCIATED ENO ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT
THIS TIME. FINE GRADE AREA fN PREPARATiO 3. PERFORM SEEDBED PREPARATION, SEED, MU fN PREPARATION FOR SEEDING. ~TION, SEED, MULCM AND ASPHALT TACK AND RESULTING BARE AREAS.
4. INSTALL VELOCITY DISSiPATORS AND/OR LEA )RS AND/OR LEVEL SPREADERS A5 REQUIRED ON THE EROSION CONTROL PLAN.
5. WHEN SITE iF FULLY STABAUZED, CALL ENV .IZED, CALL ENVIRONMENTAL ENGINEER/CONSULATANT FOR APPROVAL OF REMOVING REMAINING TEMPORARY EROSION
CONTROL MEASURES AND ADVICE ON WHEN VICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
SOIL STOCKPILE MAINTENANCE REQUIF ANCE REQUIREMENTS
s 1• SEEDING OR COVERING PILES WITH TARPS 0 i WITH TARPS OR MULCH IS REQUIRED ANO WILL REDUCE EROSION PROBLEMS . PROVIDE FOR THE USE OF STAGED SEEDING AND MULt~IING ON A CONTINUAL BASIS NMILE THE STOCKPILE IS IN USE.
" TOP ELEVATION OF STORMWATER 0.5'-1' 2. THE APPROVED PLAN SHALL PROVIDE R ' w at.-,,-1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. ESTAE3LISH AND MAINTAIN A VEGETATIVE E3U VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAL).
c at t++~ ~~_4 WA H 4. PLASTIC COVERING CAN ALSO BE USED FOF J11 #5 s ED 1 MAx. < IO BE USED FOR IMMEDIATE PROTECTION FROM EROSION ON OISTURBEO AREAS ANO STOCKPILES. SHEETING SHOULD 8E
.11-- - STONE D KEYED iN AT THE TOP OF THE SLOPE TO KE E: i „I¢I1G- ~ 1 A m ~E SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC.
~ ~
EXISTING SLOPE '~~t.- - _ _ _ o .III it ~lil~iil ~~~i
~1 RIP-RAP
I VARIES
ao 0 0
cv SIDE VIEW
~ EXISTING SLOPES
m
_I11=I I I T 1=111~I -
cv _.-111=III= CONSTRUCTION NOTES: VARIES ~1~1; i~
~ -11 HEIGHT & WIDTH DETERMINED BY
w X1=1_ EXISTING TOPOGRAPHY AND z III- ~ N 11~~=1T III. SEDIMENT STORAGE REQUIRED.
ITrlli ~I ~ 0.5'-1' ~ IG WAKE COUNTY, NORTH CAROLINA
~ - II KEY RIP RAP INTO THE DAM ~ ~~I~ ll I ~ FOR STABILIZATION. GLECREK TRAIL PHASE ~
~ w KEYED RIP RAP EROSION C®TROL DETAIL SHEET
~ v ¢ c ~ FOR
v - =1.
~ - II ~ T_!~ 111-~Il.~j, #5 WASHED STONE
N _I II ~ 1"11 _ 4 S ST I I G PIN: 1628.18.5662
ExlsnN -
z FR NT VIEW c caouNa`~-_. N Q PLAN PREPARED 6Y:
M STEP SEQUENCE
o IMENT ACCUMULATION FROM BEHIND o + NOTE: REMOVE SED 51 Kilmayne Driue
O ~ - rurrv nn~~c rn OR~~IFAIT r1oRdAC;F Tn r'HANNFI VFGFTATIl1N s~atp one
/ ~ - Oil rLUrVnrvr.rv FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
v ~ r q A7 Cary, North Carolina 27511 X V 1 >,1V CLiJ J ph 919.4816290
U ' z
0 " N C I V I L D E S I G N fax [phone]
,;n o OU ~Frtrcuiorch, STANDARD CHECK DAM
o ° EFFECTIVE: 01/31108 SCALE: 1" = 60' SHEET 12/13
i DATE: SEPTEMBER 12, 2008
ni

O
O
v� G)
r
x
M co
z D
M ® z
v.� �'" o
M M lr O
r � x
O �' H
o < O
CA
M
SHEET 1 OF 3
838.01
-SLOPE AS INDICATED ON PLANS
PLACE G 00
BELL END OF PIPE /
TO FACE OF WALL /F _�
_�_ i _ s
CONC.
�\ PIPE #4 -BARS
ir
i1 ---I L� - i
PLAN
FOOTING
(IF CONST. JOINT IS USED) DOWEL
G M G END ELEVATION BAR -"X"
i {
^t -t - � DOWEL --�-�
I_ - - L --
OPTIONAL CONSTRUCTION JOINT
ELEVATION
*SEE SHEET 3
Z m
Oc n -a
Q¢< HCfi
• z
tz-aa(=.DV r--o"n__4c3
OO�zZ tm-msz-d ' b
1t3QQW= a�Dym
a00� LLI xczna0
�F-U 0 ZHOM-TI
40NQ na�z
z p lacDb
CL ;g H
.
LL, Z 14,
USING CORRUGATED STEEL PIPE
L
-^
DOWEtS IN ENDWALL WITH REINFORCEq CONCRETE PIPE --------
-�
Z M
O O z
U- co
(!j `>
:M
-1
plpE
USING CONCRETE PIPE
-
15"
SINGLE PIPE
C
CD
co
� a D
COMMON DIMENSIONS
DOUBLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
;,
18
„
24
- „
30 36" 42"
-
48" 15
18"
24
« u
30 38
42"
48"
_
1'-8"
BARS
SIX" SIXer
r,X"
SIX'S SIXSI "Xn
Y*
SIXSI
Y. uXn
"Xn nXn
uX"_ X.
SIX"
Y*
SIXSI
Y*
G
QTY,
2
2
3
3 4 4
2
5
2
2
3
3 4
4
2
5
2
M QTY. - - -
41,4"
2 1 1 2 2 2 2
3
G QTY. 2 2 3 3 4 4
5
2 2 3 3 4 4
5
TOTAL LBS.
9
9
14
14 19 55
65 12
12
19
19 23
77
92
*SEE SHEET 3
Z m
Oc n -a
Q¢< HCfi
• z
tz-aa(=.DV r--o"n__4c3
OO�zZ tm-msz-d ' b
1t3QQW= a�Dym
a00� LLI xczna0
�F-U 0 ZHOM-TI
40NQ na�z
z p lacDb
CL ;g H
.
LL, Z 14,
USING CORRUGATED STEEL PIPE
L
DIMENSIONS AND CONCRETE QUANTITIES
'�
Z M
O O z
U- co
(!j `>
:M
-1
G7
® H
USING CONCRETE PIPE
-
15"
Q Ol
n
C
CD
co
� a D
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S L
Y03
-0.
M
L
YD9
0
1°"' z
_
1'-8"
2'-9"
211"
91'1" 5` 6"
7
2'-2"
T -S"
1.0
18"
3`-7" 9'-10"
3'-2"
21�"
10 6'-4"
1.0
2'-7"
W-11"
1.3
24"
4' -ISI
L, -1,r
4r OrS
Ser
10++ gr -Or'
I.S.
3'-5"
11'-50
2.0
3
3
2'-6"
4'-7"
41,4"
111t" 9'-2"
2.3
4'-3"
131-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43A" 1
1111" 11'-O"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3`-1"
6'-4"
51,4"
1111" 12'-8"
4.5
5'-10"
18 -6"
6.0
48"
6'-9"
3'-5"T-2"
53
5�$"
111/2u t4,-4"
6.0
6,-8SI
21r-0"
8.0
*SEE SHEET 3
Z m
Oc n -a
Q¢< HCfi
• z
tz-aa(=.DV r--o"n__4c3
OO�zZ tm-msz-d ' b
1t3QQW= a�Dym
a00� LLI xczna0
�F-U 0 ZHOM-TI
40NQ na�z
z p lacDb
CL ;g H
.
LL, Z 14,
PLAN
G M G
I I
III I ' III
I 1
-- DOWEL
L
OPTIONAL CONSTRUCTION JOINT
ELEVATION
/ v
`^ C.S.
1 1 P
LBZ.
I= O
FOOTING _
(IF CONST. JOINT IS USED)
END ELEVATION
SLOPE AS INDICATED ON PLANS
N_
#4 -BARS
12"
DOWEL
BAR -"X"
USING CORRUGATED STEEL PIPE
L
x co
YCA
'�
Z M
O O z
U- co
(!j `>
:M
-1
G7
® H
L Y03_
-
15"
Q Ol
n
C
CD
co
� a D
.®e w
=
® z
H
LCCL
H
7t7
0
z
Q OQ
m
��
M
15"
r
o��y
24"
_ w cc
O
0
1°"' z
H im lZ..
co
M
N G)
M
W to
42"
ccM
42"
BARS
n ee
PLAN
G M G
I I
III I ' III
I 1
-- DOWEL
L
OPTIONAL CONSTRUCTION JOINT
ELEVATION
/ v
`^ C.S.
1 1 P
LBZ.
I= O
FOOTING _
(IF CONST. JOINT IS USED)
END ELEVATION
SLOPE AS INDICATED ON PLANS
N_
#4 -BARS
12"
DOWEL
BAR -"X"
OIYENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
L
-
--
DOUBLE PIPE
DOWELS IN ENDWALL WITH C. S. PIPE
H B
G
L Y03_
-
15"
PIPE
2'-6"
5'-0" 0.7
1'-11" V-11" 1.0
SINGLE PIPE
_3' 7" 1'-10"
2'-11"
5'-10" 1.0
DOUBLE PIPE
24"
LOC.
DIA.
15"
18"
24"
30"
36" 42"
48" 15"
18"
24"
30"
36"
42"
48"
42"
BARS
n ee
"X„
SIXSI
SIX" #IXSI SIX'S
Y*
uX,e
Y* "XSI
nxu
SIX'S
nXu
uxu
�,XSI
Y*
SIXSI
Y.
G
QTY.
2
2
3
3
4 4
2
5
2
2
3
3
4
4
2
5
2
M QTY.
- - - - - -
LL
2 1 1 1 2
2
2
2
G OTY.
2 2 3 3 4 4
5
2 2 3 3
4
4
5
TOTAL LBS.
9
8
14
14J19
53
62 12
12
16
19
23
73
85
OIYENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
L
COMMONSINGLE
PIPE
DOUBLE PIPE
D
H B
G
L Y03_
M L Y019
15"
3'-4" 1'-8"
2'-6"
5'-0" 0.7
1'-11" V-11" 1.0
18"
_3' 7" 1'-10"
2'-11"
5'-10" 1.0
2'-3" 8'-1" 1.2
24"
4' 1" 2'-1"
3'-8"
7'-4" 1.4
3'-0" 10'-4" 1.9
30"
4'-7" 2'-4"
4'-5"
8'-10" 2.0
3`-9" 127 7" 2.7
36"
5'-1" 2'-7"
5'-2"
10'-4" 2.8
4'-6" 14- 1 Ol 3.8
42"
5'-7" 2'-10"
5'-1 t"
11'-1O' 3.8
5'-3"
48"
1 6'-1" 3'-1"
6' -8"j13'
-4"j 4.9
6'-0" 19`-4" 7.5
*SEE SHEET 3
Z �
om
<
t -+c)0 bHu-n7 CD
LL_ _jCL M 0 --1 -(
z a
wvaz¢cU-3: zd>Am
¢ I- H " =0300
�-- = z w z ,-,, -o -n
040 Q c =
z NaC Dbb
wH �H
O
IS
Z c
Lu
D
L
x0 �
Y
"2Zm
CI1
Tb
tui M�
A
B
® 0)
O
at4I
W
4�-
6"
OZ
Jewin-
YiQt�N
H�=
b
®z
z p CL
-u
Q
QZ (W 00
61'
27%8„
I_"�
30"
10'-4"
� ju ® _
in
0
4"
z 0® U)
W
(T(=z
0
1.75/2.50
0
cc
cr
n gn LL
M --I
M b
p n
z o z a
TOP OF FILL - TOP OF FILL--- TOP OF FILL - O O p M TOP OF FILL TOP OF FILL U) 0 -u
H z __---�_-_ _ __
- --. H U b H ODD LOOSE MATERIAL = LOOSE MATERIAL -~ �"1 O McDoo
D H 'I7M Vl
O q
0 _ o
r
N C7
GROUND LINE .._.._ i H
b O LL J
LINE ------ C9
� GROUND - H
O Z -•i
LINE -- � LL H O_ 171
(- O "T1 � (3 GROUND H -I Q. Z m -i � ' i MIN. 2 O.D. 0.0. � MIN. 2 O. D. O O = Z �
PTI -! --- _ O O H Z -.,(S 3y ,, MIN. 2 O. D. Q.O. MIN. 2O.D. _- t3 H -( �"
•�..-.-- _ !7 0 = n -i - - '___._--r - - LL(Q Z L - = s b m
{,,} 37 -i --- y _" - = = - -- �ur�rrr�«r.mr+r_ rn_-rrr=ar=ur=rrr�ru,:.+rr= W;5 LL __..-
G)C)wC.) n r"�-1Nirr•--'u f/ - ilr«'�"ryru'm«rl r"_,u_-drwrrr= -
GG _ i'S ^� GRWND LINE 1 0 - _ .c = _-" / "�-' Q (-. H
-% ur / T r„ Hca ox xmbb"' mzb
rn n // irr }- H C/3 C7 x O
ur -� ¢ x 4 _ - r, _-- / o - _ F-- =
x�0� D. nr i I.D. <'rn p.D.124 YIN. r I.D. ni n1-' OJ ZHQI-'T1 ;� �, I.L. HON
H 0 N irr -r- is Tr' rx NOT LES$ THAN 3" irr - `" 0 N Q n Li 7D H -1 I= 0
S Z rrr _+rrr-rrr_,rir= rrr�ri _
_r u_er=n'r_rnr«rrr=uimm y / _ J
rte-( z NbD , I.D. rrr _ Y I.D z '�� Dbb
b - -i - -►
H
b - nr-rr=rrr- rir rry �r"^rrr= ur - =rr y ~ H Iaym _'rrr_.., `�o.D. --oo� ROCK EARTH ELD _ .rr ru, rrr= rr =rrr" r� rrr _rr rrw 0- EARTH0.0.!24 MYN. _O.D.112 MIN. O.D_ (� Z`i`:' _ - -Nz NOT LESS THAN 3" �r // o _ _ .. .. ,�' :'rrr .wc'rrr^rrr_'+rte rr=+u:rr+crrr,,-rrr=«,-�.::':' �.'. ."• �i ••. ,_ - _ _ �r _ _ _.. 0 Z �
O.D. i 4' NOT LESS THAN 6" O.D. + 4' AS DIRECTED BY ENGR.� v rp rrr-r �rrr_r«s r=ur= n y =ru-r �ru_�rra r=.•ru-rTt`
O.D./?.4' YIN. 0.0./24" MIN-__j
IN.�_ EARTH
O.D. t^a'
NORMAL EARTH FOUNDATION ROCK FOUNDATION --`' O.D. _ GROUND LINE NOT LESS THAN 3" O.D. -0 V
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION NOT LESS THAN 3"
- O.D. + 4' _ O.D. + 2'_
TOP OF FILL TOP OF FILL TOP OF FILL- -- PIPE ABOVE GROUND
ac ��ac PIPE IN TRENCH T1
-
_ = - - --- --- __ - - x M ac -® m
z __ H -".•- MIN. 0.0. _ H YIN. Q.D. - �-"�` MIN. O.D. H MIN. 0.0. L1.. C'g O fii Q
® `- �t MIN. O.D. MIN. O.D - f" ® i GENERAL NOTES: �I 1� H
„j CD USE METHOD B PIPE INSTALLATION ONLY WHERE CALLED FOR ON THE PLANS. z 1'- '> (fj
® x -.-- -_ r:s 7' '`!• - GROUND LINE ---� r- 1-1 M _
/ �, _ GROUND LINE - r '-z----- 1"1 "°4 I.D. =THE MAIfZI HORIZONTAL INSIDE DIMENSION.
GROUND LINE / 1 �� I.O. ^- Q
In `_ I.D -� I.D. J co O O.D. =THE MAXIMUM NOAIZONTAL OUTSIDE DIMENSION.
cc O N >
'� •� / / rrr �R7=rrr�W_r« rr =rrr rri ="rte+rrr"r -rr ' n�rrr.�r n"rrr=_r+r^a �` `� H =THE FILL HEIGHT MEASURED VERTICALLY A7 ANY POINT ALONG THE PIPE
M b = / r �_, in 1.4 - m Z FROM THE TOP OF THE PIPE TO THE TOP OF THE EMBANKMENT AT THAT POINT. Q m _{ ® Z
ISA Z =rr+-rrr r+r=, nF",-nrcnrm.u' t.:;•:'::: :.. .:: L:: ;.rn -s - - �^ n = O n a 7=0 :� l7
d ur=r+.'u"rte IL
O G Ri b
2-�0.0.112 NIH. Q LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING AS Q Lu M
�' • •-__..�O.D.124 YIN. ' • .. .r .
-O.D. 0.0. NOT LESS THAN 6° ^rrr-rn-u =rrr _rrrY rn _ru=nr - Q Q T STONE WILL NOT BE ALLOWED A. S = v
0 _ _ (' _..:•J DIRECTED BY HE ENGINEER.(STONE ? O N
0 v NOT LESS THAN 3" _ _ - AS DIflECTED z Lu
$� O.D. + 2' O'0' + 2' RUCK NOT LESSMIN -TNAN 31e MIN. O.D. O.D. MIN. O.D. BY ENGINEER ¢ W 03 O Q C1
D 0 -". 1-- w � SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: N -0 M >
d/8 ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION u - b ® v
D NORMAL EARTH FOUNDATION LIL0 -4 !L SELECT MATERIAL H'
AF-1 PIPE ABOVE GROUND c ® Z CLASS IV OVER 50 FEET u rn Z
A" Z
APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING ® O CLASS III OVER 40 FEET THROUGH 50 FEET _jO GENERAL NOTES: Om AS DIRECTED BY THE ENGINEER. O ® > -n CLASS II OVER 30 FEET THROUGH 40 FEET O O' o y� -n
APPROVED BACKFILL OR SELECT BACKFILL MATERIAL. WHEN 'N' IS GREATER THAN 30', Z Q z ° •SI 0
o Y.D. - THE MAXIMUM HORIZONTAL. INSIDE DIMENSION. r/ -Z, -/Z -/]USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: W •�' � NOTE: A HIGHER CLASS SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III.
W
0.0. = THE MAXIMO HORIZONTAL OUTSIDE DIMENSION. nGrr+= urarr UNDISTURBED EARTH MATERIAL ®uj
SELECT MATERIAL H'
Z• H =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT LOOSE COMPRESSIBLE MATERIAL. THE BOTTOM THIRD OF THIS MATERIAL WILL BE UNBALED HAY OR STRAW. PLACE THE REMAINING
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS IV OVER 50 FEET APPROVED BACKFILL IN A LOOSE UNCOMPACTED CONDITION. WHEN 'H' IS LESS THAN 30' THE LOOSE MATERIAL AND HAY IS NOT REQUIRED.
CLASS III OVER 40 FEET THROUGH 50 FEET
MATERIAL TO THE WIDTH REQUIRED BY THE DRAWING AND TO A DEPTH OVER THE PIPE EQUALAL TO D. THEN EXCAVATE THE BACKFILL
OF THE EMBANKMENT AT THAT POINT. CLASS II OVER 30 FEET THROUGH 40 FEET MATERIA THE PIPE FOUNDATION AND BEDDING OF THE PIPE IN ACCORDANCE WITH METHOD INSTALLATION. PLACE BACKFILL
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS MATERIAL DIRECTLY OVER THE PIPE AND BACKFILL THE TRENCH WITH MATERIAL DEPOSITED IN THE LOOSEST
BASED ON THE MAXIMUM 'N' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III. POSSIBLE CONDITION. COMPLETE THE EMBANKMENT IN ACCORDANCE WITH SECTION 235 OF THE SPECIFICATIONS.
:;_••'• '•'�: FOR FOUNDATION CONDITIONING AS DIRECTED BY THE ENGINEER. SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL DO NOT OPERATE HEAVY EQUIPMENT OVER THE PIPE CULVERT UNTIL THE BACKFILL, INCLUDING THE TRENCH OF LOOSE COMPRESSIBLE
SH300.011
E��E//T�� 1 OF 1 WILL NOT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'H' IS 30 FEET OR LESS SHEET 1 OF 1 SHEET 1 OF 1 MATERIAL, HAS BEEN COMPLETED.
S1300.0211838-80
HpE/E�T 1 OF /g1 SHQE/E�T 1 OF 1
a7i�O s 8B 1 00 NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS 13000•4 -00 M 02 30 . 0L 83 e 0
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 6 od98i� G
v
®m
� H Z
ar mHT jcn
z x
N
3 xoDnm
-n z b
E xcnoo
n z H o r' -n
ADyD
r < H
i oz
>o
N
u rxn
0
n N
+� iy (n m
z 0
z mtCA oc
M 'a co
v m D
vi z
v
4
n z 0
Z
v m 0
v :1) co A
U/ ;
Q
co z
L) O
114
-i
OIn ux
w
o
3at -0
,o H
-v
U m
N
0 SHEEETI OF i
O X31 8d a 01�
VARIABLE
ROADWAY WIDTH
ROADWAY CROSS PIPE TYPICAL SECTION
'JAB -
4 SLOPE 3 u IggLE SLOAE 4
6" MAX. 1I -- _ _ _ _ _ _ _ _ -1� n„ �-li 6" MAX.
r
' L JOINT D B A
B ;�
A
D %
r
FILLER
I,", ,
` -------''----------
L Tb Te PIPE 3N {PIPE --_3„- Tb L
T�e I --!
GROOVE.INSTALLATION TONGUE INSTALLATION
W D
�ZPIPE --,
L Ts Te
PLAN VIEW
SIDE VIEW
' D
Z'j - :L6
END VIEW
�^ END TREATMENT DIMENSIONS
D
L
W
Ts
Tb
Te
A
B
18"
W-011
23"
4"
410
6"
211/4
25"
24"
8'-21,
30„
4„
4„
61'
27%8„
32„
30"
10'-4"
37"
4"
4"
6"
338"
39,.
ISOMETRIC VIEW
NOTES:
1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9"
EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
2. CHAMFER ALL EXPOSED CORNERS 34".
Z
o(„
>•
C3
a_u
N
¢Q
z�0v
H`�T
D O
LL - CL " =
-i
1'!10 � mZ x
MIN.JMAX.
MIN IMAX.
¢ t- H
" m C3 Q 0
�I=-BOJ
=5"<
z'-+-vpr-n
0=:30zz
Z H°c
>b
I
GLH
C
H e
C3z d
OO
-_-_._ ___._.
1.25/2.00
--�
- -
- - STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
Lu
CL
6.50/6.75
H
(-
0 a (3
0
cf)
IN ACCORD WITH SPECIFICATION SECTION 838.
Z O
3,5013.75
u_ Mr
Q
#5@8"
ca s
Lai
1.75/2.50
0
co
cr
n gn LL
M --I
M b
p n
z
o I * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
Z
d 0
G o
z�0.�
3.00/3.50
Co1-4 o
A
w
C
H go) w
0
zIRo
0
((J O 0
7D
1, 011_
--___ AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
d
3.50 4.50
/
0
w
25 3.50
3 !
x
0 -
-SHEET1
O.C. (TYP.)
SHEET 1OF 1
SNEE/�7 1 OF 1
--- REFER TO CHART
6.50/8.50
GUTTER / Al , GRASS AREA
GRASS AREA
CURBif /
I PLANS PROPOSED CURB AND GUTTER
ROADWAY PAVEMENT
GUTTER
CURB !!
SECTION B -B
I_ SURFACE THIS AREA AS SHOWN
IN TYPICAL SECTION OF PLANS.
PARTIAL PLAN OF PAVED STREET TURNOUT
USE ON PROPOSED AND EXISTING STREET INTERSECTIONS OR MAJOR
TYPE COMMERICAL ENTRANCES.
0
z F-
H
cc z
cc
M
Q 1�-
o
Lu
� O
H
J
z
w
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
rWl (FT.)
W2 (FT.
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
*TERK911i MdXSLOPE
LEVEL 2:1
ROLLING 2:1
HILLY 1-112:1
5V -O"
RIGHT OF WAY
20'-0"
PAVEMENT
/ FT. 1/4"
Z
ocn
H y„
Q `C
w 0
0003xz
OC Z
¢O�OeOi
I-
U3F-U oL
00) c0
1..: >L1.. H
LLI
�13
ENDWALL DIMENSIONS
FT,
MINIMUM
MIN./MAX.
MIN./MAX.
O cf)
MIN.JMAX.
MIN IMAX.
H �
BAR SIZE
#5 @ 8"
NOTES:
Q
D (FT )
1.25/1.75
W1
3.00/3.75
W2
5.50/6.00
-----
1.25
1.25
D6' 'THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
-_-_._ ___._.
1.25/2.00
--�
- -
- - STANDARDS: 838.21, 838.27, 838.33 AND 838.39.
LL J H Z
6.50/6.75
* INSTALL PRECAST ENDWALL$ WITH WINGS AND PAY
0 a (3
1.25/2.00
IN ACCORD WITH SPECIFICATION SECTION 838.
< Ll_m
3,5013.75
NCE
0 PI
* UFOR SE
1
Q
#5@8"
0„ PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
I-
1.75/2.50
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
n F- LLQ 1
O
- 2.5
- TO ASTM A185 WITH 2" MIN. CLEARANCE.
p n
4.00/6.00
o I * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
Z
10.00/11.50
' H2 OSHA STANDARD 1926.704.CA
x1
a
3.00/3.50
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
-
• Iyj�
H1
( CONTRACTOR
n
#5 @ 8"
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
1 * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
6.00/6,75
3.25/3.50
6.00/6.75
1, 011_
--___ AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
#5 @ 8
3.50 4.50
/
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
25 3.50
3 !
6SI I-•.._.8"
O.C. (TYP.)
4.5
-
--- REFER TO CHART
6.50/8.50
3.25/4.00
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARSJ
Lu
5.0
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
SIDE TO INCREASE THIS BAR SIZE AS NEEDED.
LL
7.0018.50
3.25/4.00
LL
ENDWALL DIMENSIONS
FT,
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN.JMAX.
MIN IMAX.
PIPE DIA.
1.0
BAR SIZE
#5 @ 8"
HI (FT.)
1.25/2.00
H2 (FT.
2.00/3.75
D (FT )
1.25/1.75
W1
3.00/3.75
W2
5.50/6.00
-----
1.25
1.25
___. -
#5 @ 8"
-_-_._ ___._.
1.25/2.00
.__-__-___ ._.
3.0013.75
_- _. _
__. -.--------
1.2512.00
_
3.50/3.75
6.50/6.75
1.50
#5 @ 8"
1.25/2.00
3.00/4.25
1.5012.50
3,5013.75
6.5016.75
2.0
'
#5@8"
1.50)2.50
4.00/4.75
1.75/2.50
4.0014.25
7,50/8.25
- 2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.00/6,75
3.25/3.50
6.00/6.75
12,00/13.25
4.0
#5 @ 8
3.50 4.50
/
7 O
6.50/ 0
25 3.50
3 !
6.50 6.75
/
13,00 13.25
1
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7,00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.0018.50
3.25/4.00
7.25/9.25
13.75/15.75
4.5bl5.00
7.50/8.50
3.25/4.00
7.25/9.25
14,00115.75
6.0
#5 @ 8"
4,50/5.00
7. 5018.50
3.25/4.00
7.75/9.25
14.75/16.75
fi'•0" 6-0"
IOULDER DITCH
RESIDENTIAL COLLECTOR ROAD
CROSS -SECTION -SHOULDER SECTION
6' 6'
DITCH SHOULDER
1 -/FT
4:1
50'
RIGHT OF WAY
- 20'
PAVEMENT
I
Y4"/FT Y4"/FT
RESIDENTIAL COLLECTOR ROAD
SLOPE PAVEMENT SECTION:
10" ABC OR STBC, TYPE B
2"OF 1-1 OR 1-2
6'
6'
SHOULDER
DITCH
1' /FT
_
4:1
1:1
STBC OR ABC
*TERRAIN MAX SLOPE 0'_ \
LEVEL 2:1
ROLLING 2:1 1:1
HILLY 1-1/2:1
CROSS -SECTION -SHOULDER 2 DITCH SECTION