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I I I 1 I I ~ I I 1 INDEX OF SHEETS
1 Qt f i 1 1 O . . i
I I ! I OC 1 I ~ I ~ 1
ITY MAP VICIN 1 I i _ _ I a ~ ~ _kISTING CONDITIONS i SHT 1
1 1 t~ I I ~ i ~ GRADING PLAN SHT 2
' ' 1 i r• . • • 1 1 . 1 1 Srt .N. • • 1 1 I r ~ 1 _ ~ DRAINAGE PLAN SHT 3
~ i ~ 1 1 1 .'1'_ 1 1 1 1 { 1 ' 1 1 1 of 1 1 1 1 1 1 , - 1 1 _ . WETLAND DETAILS SHT 4
z I , , ~ I 1 1 a+.r , 1 1 1 1 1 1 I 1 I ~ 1 1 ~ ~ I , 1 1 1 I 1 1 ! 1 ~ I 11 I 1 ,i ,I ~ d d SHT 5
1 r , 1 1 1 ' I - - ~ I ~ ~ ` _ - ---I - r----_ I. f---------- WETLAND DETAILS (2) SHT 6
1 1 1 I.~ I ~ 1 1 ~ 1 I I 1 I ,1 ~ f ~ BAREFOOT INDUSTRIAL RD. PLAN AND PROFILE
~STGATf kpgp W ' ~ 1 , 1 1 1 , , 1 ~ 1 1 1 ~ _ .1 BAREFOOT INDUSTRIAL RD. STREAM CROSSING SHT 7 ~I
I i / / 1 1 a 1 I. /t.. ./._..._..J I 1 ? l W ' J ~ 1 .J ~ I ~ 1 1 ~ a
/ / i / ~ 1 / • • / ~ I I ? ' ~ ~ ~ .1 1
~ ~ 1 1 , 1 ? i~ 1 1 1 ? 1. ~ I.
BAREFOOT ~ / ~ I
INDUSTRIAL ROAD 1 1 r ~ / ~ .1 f ~ 1 ~ _ _ _ 1 I l w
I 1 ~ ' r.r•a.r'n." f ~ / {1 ` I I .J 1. z m
W2 1 ~ ~ 1 1 1 1 I• r ~ ` , 1 ` 1 ` .•a~... N
W~~ 1 1 / ~ 1 1 1 ? ~ 1 I 1 ` ~ 1 t_ t..l 1 1 i t I t..
m2~ W V 1 1 1 1 1 t 1 1 ~ 11 . ¦ i.. I I 1 1
f ~ ~ 1 .J • ~t II ~C
1 1 ~ 1 1 ~ • r..~ _ J ` 1 I 1 ~ 1 1 I ~ ~ 1 ` 1 ' .l I A
1 1 1 1 1 I' 1 , l 1 1 , t,. I 1 ~ ~ i ,
SITE> CORNERSTONE PARK DRIVE 1 1 1 1 1 1~ I - 1 1 1 I ~ 1 ~ _ - ' - - - - 1 1 ~ 1 1 - 1 1 + r 0
1 1 1 ~ ~ 1 l.. 1 ~ I I - i; i i , I ! 1 1 ~ j 1 1 ~ 1 1 1 1 ~ ~ 1 ,i _ '~o
MARVINO LANE 1 I 1 1 l ~ 1 I 1 ~ 1 1 1.. I ~ ~ I I 1 _ 1
1 ~ I 1 1 1 1. I I i , 1 1 1 ~ ~ i 1. ~ ~ 1 1 t. I 1 / ? 1 1 ~
1 1 ~ 1 1 1 1 1 1~ } 1 1 ~
c~ 1 1 , , ! ! ~ 1.. / 1 , 1.. I 1 1 r 1
Rpyq~ RogO y~0 1 1~ 1 r" 1 ~ 1 1 1 ! t ~ e 1 / 1 1 ~ i. I 1 ~ 1 t ? ~ ~ 1 1 ~ 1 + ~ I CORNERSTO E PARK DRIVE
G`f N US~~oo N I ? ~ I M f 1 1 1 ~ ~ ( ' 1 t. 1 1 ? ~ i 1 t-- - - ? ? 1 ~ I _ - .t 1
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N.T.S. S / ~ ~ ~ i f / . J' , 1 1 ~ /
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ORDINANCE (1997) 239 ZC 424 % • ! ~ / • / s-73-o5
Effective: November 18, 1997 ! l % , ~ ~ / i~ r 1
r j ~ i~ Z-87-97
Z-87-97 Ebenezer Church Road, west side, extending through to U.S. 70 West, being ~ r / ~I ~n I_
various blocks and parcels, Tax Maps 0777.01 and 02. tipproximately 27 acres rezoned r r P. ti ~ i ~ i
to Neighborhood Business Conditional Use. ~ ~ i I ~ ~ ~ ~ ~ ~ ~ SP-51 -98
~ ~ ~ I ~ ~ ~ •°°0~N ~ CAN p°°•
Conditions: (10/23/97) ~ ~ ~ ~ I ~ ~ ~ i ~ ~ ~ I ~ ~ ~
~ ~ ~ ~ I ~ \ e ~ ~ ~ a aQ N'~~ " WAKE COUN SE L COUNTY P.I.N.: 0777-68-2615
1. Development of the Neighborhood Business CUD Zoned Area will comply with the i ~ ~ ~ ~ ~ ~ 0777-58-6446
provisions of C.R. 7107 of the Raleigh Planning Commission. ~ ~ I ~ ~ i ~ g 184 6 gy o 0777-68-5168
~ ~ ~ ~ i e ~ ~ 0777-69-1253
2. Reimbursement values for additional right-of-way on Ebenezer Church Road shall be ~ ~ ~ ~ ~ ~ ~ ~ ~ v i NFTH ~ e 0777-69-3158
at the prevailing rate based upon the present R-4 and Thoroughfare District. ~ ` ~ ~ I 0777-69-51 12
a~ 0 2` OV ZONING DI5 DEVELOPER/OWNER IG DISTRICT. NB-CUD
3. The following land uses shall be prohibited within the NB CUD zoned area: W -Non-governmental commercial recreational use-indoor.
-Non-governmental commercial outdoor stadium/;heater/amphitheater/racetrack. ~C .
3 -Governmental outdoor stadium/theater/amphitheater/racetrack.
~ -Riding stable.
-Rifle range-indoor.
o -Fraternity House.
° -Sorority House PULTE ~iOMES, CORPORATIOI E N E L 801 CORPORATE DRIVE ON4o
L -Transitional Housing-except supportive housing residence..
a -Civic Club.
-Civic/convention center and assembly hall.
-Correctional/penal facility. SUITE #118
o -Orphanage. c Y O R 5 RALEIGH, NC 27607
Y -Schools. • - V' - ax. )08 www.withersravenel.com [phone] o~
° -Adult Establishments -Bar, nightclub, tavern, lounge. e. aro ~ na. a o rive ac enan
3 -Kennel/cattery. ATTN: MARKFARRELL
° -Landfill debris from on-site.
E -Transportation uses allowed in section 10-2071.
_ PIPa market.
RE REVISIONS:
-Pawn Shop as defined in Chapter 91A of the NC General Statutes. E -Check cashing store (excluding banks, credit unions, savings & loans.
-Bail bond office.
- Vehicle sales and rentals.
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f A EASEMENT 60 CCESS EXIST,
EXIST. 20 CITY OF RALEIGH SAI 1 7 PG 1790 REMOVED 8M 98 DGH SANITARY 1987 PG 1790)
r SEWER EASEMENT BM 1987 PC P R 0944 PG 1653 E DB EA MENT TO BE RELOCATED S )CATED AS -~-IOWN j
~N, ON HE SU6DIVISION LAN ~3 EXIST. 20 CITY OF R LEIGH SANITARY ~N.. _AN) i t f
i a 1 7 P 17 R A M NT B 98 G 90 SEWS ESE E Z N F- ~ ~ N , f ' , 1 ' J
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NORTH CARD THE UNDERSIGNED 1S ARE COON TH1S CERIIFTES AND WARRANTS THAT ( } NORTH CAROLINA CURVE TABLE _ COUN , 07~~ ~ ~ N~ A NOTARY J C F R D HORD BRG 1 I '1~.' rte""-- ' ~ . / I ~ J M
F THE R P SHOWN ON THIS MAP OR PLAT l~ THE SOLE QpYNER(S1 O P O ERTY NTY AND P HYING SHEETS SUBJECT TO THE EXCEPTIONS ON RECORD, CDU wCs AND ANY ACCOM A PERSONALLY 1, ~ ~ il1L. ,U VE ; ` OEL TA RADIUS ARC CHORD TANGENT C ^ COUNTY AND STATE, DO HEREBY CERTIFY THAT C 1 26'0 t 'D5 " 40.00 18. f 6 18.01 9, 24 N 82 59~ 49 ~ E P SONALLY APPEARED BEFORE ME THIS DAY ND AC NOWLEDGED TH D C2 18'06'1 t " 425.00 134.28 133.73 67, 71 N 76 38 55 y W I I ( 1 .Z4 [6 I f , l i ~ , W
'ToArE HAVING ACQUIRED THE PR P R IN FEE SIMPLE BY DEED(S) RECORDED IN Rr~, EXECUTION C 1NE OFFICE OF TIDE REGISTER OF DEEDS OF WAKE COUNTY, NORTH CAROLINA, OW AND AS SUCH HAS HAVE THE RIGHT TO WI OR OTHERWISE AS SHOWN BEL , ( ) ~ 7' 9 W EXECUTION OF THE FOREGOING INSTRUMENT. C3 6 5944 425. DO 51.89 51.86 25.98 S 3 29 0 Wl ESS MY HAND AND OFFICIAL SEAL, THfS THE DAY OF ~ C4 120'00'00' 40.00 83.78 69.28 69.28 S 09'591 T W ? i I I I ~ , I ~ i r r ,t I ' ~ 'I I ` ~ r p i i
B RfFOUT NVEI' THE PROPERTY 1N FEE SIMPLE 8Y, AND THAT THE DEDICATORS) WILL A CO A INDUSTRIAL WARRANT ANO DEFEND lHE TITLE AGAINST THE LAWFUL CLAIMS OF CL Ot1EENSCA.PE, 1N~.. p C5 20'22'06" 365.00 129.15 129.07 65.57 S BO' 10 20 W 1'9 b ~ ~ , 140.45 139.58 71.10 N 78.7713' W C6 22 0?. 4$ 365.00 ^ C7 1 T2128" 425.00 128.75 x28.26 64.87 S 76' 16 33,E ~ 1 J r ~ 1~ t ~I t
D.B. 8633, PG, 1652 Rcwv PERSONS WHOMSOEVER UNLESS EXCEPTED HEREIN AND THAT BY SUBMISSION OF THIS PLAT OR MAP FOR APPROVAL 1 (WE) DO P1N N0 IT7.02-59-7218 C8 19' 11 '35" 365.00 122.27 111.70 61.71 S OT3135 E P V ,I NO Y UBUC Cg 1745'54" 425.00 94.69 94.49 47.54 N 10 44 21 W * '1~~ O IT4~8 54 W Z ~ . r - . , _ _ i j I f j J
DEDICATE TO THE CITY OF RALEIGH FOR PUBUC USE ALL STREETS, MY COM W n ~ EASEMENTS RIGHT-Of-WAY PARKS AND GREENWAYS, (AS THESE INTERESTS `a F1NE~D IN THE CODE ANU AS THE SAME MY BE SHOWN THEREON FOR ARE DE j MY COM EXPIRES C10 15'39 13 395.00 107,92 107.58 54.30 S A ~ '45'40' J95.00 184,49 182.$2 93.96 N 80'58'40" W t • A c11 26 ^ ~ 5.00 119.66 119.21 60,29 S 76'16 33 f ~ < ~ 1 T? J 28 39 12 C ~ r ' ~ • S 7616 33 E I I ~ . ~ - . _ 1 , J e~--_
~ ~ AY DEVOTE OR ALLOW THE -1 ONING r !TE w' ALL LAWFUL PURPOSES TO WHICH THE CITY ,~f 1 Z ~ S ~ ~ REOF 1N ACCORDANCE cc~ Il, SAME TO BE USED AND UPON ACCEPTANCE THE ~ . ~ ~ R CONDITIONS SAFWAY STEELE PRODUCTS, INC. C'A' s ~ WITH ALL POLICIES, ORDWANCES, REGULATfONS 0 C 13 f T2128 365.00 110.58 110.15 55.11 ~A;, C14 85'18'01' 40.00 59.55 54.20 36.d5 N 42,18,17^ W N ; C 15 99'24'02 " 40.00 69.40 61.01 47.17 N 45 20 42 E U, B. ~ . ~ m I ; . • ~ ~ P ER ~ INE'S TO . _ L N I J P~$°, ~ . , ~ _ 1 ' I f ~ i lµ
°a ~ 8'30 PG. 629 U•B• ~ y~h- q,--. OF THE CITY OF RALEIGH FOR THE BENEFlT OF THE PUBUC, SAID L B r' DILATION SHALL BE IRREVOCABLE PROVIDED, ANY DEDICATfON OF LOr 4 DE B.M. 1 ~ C 16 41' 14'JO J65.00 ?62.73 257.09 ?J7.35 N 89 23 28^ W L~ ~ ~ g~ C17 8 J9 29 425.00 64.22 64.16 32.17 S 81,18 46" W B.M. 1357, . • . i r B ~R MOVEO TYP. • : , , 9fi253 I . ~ I . I ..f..._.._,:.. ~ I / , 1
ANTS FOR STORM DRAINAGE ARE NOT MADE TO THE CITY OF B.M. 1996, PG. 664 ~ EASEM,. C SE UENT OF PIN N0 7?7.02-59-4234 PIN N0 . FN RALEIGH BUT AR£ IRREVOCABLY MADE TO THE SUB 4 OWNERS Ro • AND BENEFlT ,1 . ~ , ± ~ ~ C18 8'39 29 425.00 64.22 64.16 32.17 S 89 5815" W PIN N0 ..77. Uc n, ~8 ~ " 56 05 E C19 4'21 Z1' 395.00 30.03 30,02 15,02 S 8T49 J 1 W N 89 " 9'S '53" E 40fi.10 ~ C20 8170'J1' 40.00 56.79 51,14 34.37 N 36'18;46^ E / I 0~ - J +
}q~ ANY AND ALL PR P RTI SHOWN HEREON FOR TFIEIR USE S $9 56 21 E 510. T TO CONDITIONS OF SUBSECTIONS (B}, (C), (D} AND (F) OF ~pF ~PF SUBJEC ~ t 50.8E IPF SECTION !AND SECTION 4 OF THE CITY STORM DRAINAGE POLICY _a E 510.09 rPF 124.92 rPF 5 8 3 4. 4 u~ C2 f B 120 31 40.00 56.79 52,14 J4.37 S 5 01, 5 ~ f rPF ~ ~2.Q0 w 396.10 ~ C 2 12'45'54' 395.00 88.00 87.82 44.1$ N 10'44 21 W _ a I _ ~ 2 ^ EXIST. 20 CITY OF RALEIGH SANITARY I ~ ~ / , 0777693158 / h J ; ~ ~ .r
RESOLUTION 1970-74? AS THE SAME MAY BE FROM TIME TO l1ME 435.09')- ( " AMENDED). ' - ~ I o ' C23 12'45 55 365.00 81.32 81,15 40.8J N 10 44 28^ w ,435.09) ~ ^ 71 s S oT3 t 35 E 30 TRANSITIONA YARD BpBBr L, ,u(,+RRAY' ~ I J C?4 19 1135" 4?5.00 142.37 141.70 .8 P • SEWER EASEMENT BM 1996 G 664 8. 84 ~12 PC. 881 J ~ C25 19' 1135 395,00 13?.32 131.70 66.78 S OT3 135 • E c_ ? iii , i/ ~ , ~ - _ 664 , , . I I , . ~ • . ~ I , = /I, ,,;f, ~ - I , . 77765112 f, ( 1 i ~ ~ ~ i 1"al ~
BOOK N0. n N ~ N ~ ~ PACE N0. ~ APPROXIMATE ' r~ ~ ~ ^-f9--404'' I C26 4'36'37" 425.00 34,20 34.19 17. ? 1 N 88'00 }9 ^ W o Ph1 PJO. 7~ 7.Oc ~ c ' 1 '24 ^ 365, 00 7.47 7.47 3.74 N 88' 11 0 i W NB ZONING I rPF C27 1 0, , APPROXIMATE o _ ld 40 200.00 31.22 31.19 15.64 S 44'27'36" W _ rn CZ8 8'56 I / j ~I / /•/r 1 _ I 1~~~,/~J/ I ~ y//~ l ~ r J 7 - + t 1 1 r + 1
SICNATURES(5) OF P PERTY OWNER(S) ALLUVIAL LE SA NO MAP VI ~N/TY C SOILS L1N~ ~ or crrvE J C29 1'04'22" ?00.00 3.75 3.75 1.87 S 492807" W ALLUVIAL o ~~cn c I J ~ '0 ' 6 E C30 15'45 44" f 50.00 41.27 41.14 20. T6 N 42 7 2 SOILS L1NE ~ .,.-ter. ~ _ a; ~ 1' S$8'9b 2 ~T ~r r • 1 I ' ~ / f 4~. O,~/ ~ VA r~ 'ice } r /f r ~ " r I / /J i ~ ~ / I ~ ' , - ~ ~ ~1 f Y: I ~ ~ tt-
_ BOBBY C. !HURRAY ' ~ D.B. 666b, PG. 731 ~ ~ .(f.' NOTE TRAc;T ~ ~ . ru~r- ~ << 8088}' L. MURRAr ~ ,Cf. ~ c r~ p.E1. 8443, PC. 1906 l ''1 ~ r / l.~ ; l R W~ o
• Ptann~..n Dir'c1rr of the City of Raleigh. and Review ~ ~ APPROXIMAI I. the urdergigned rhP»ts B.M. t U98, P(a. T~29 thi may or Dial ~ O ~ OF DENTEN o. THIS SURVEY CREATES A SUBMMSlON OF LAND WITHIN 1HE AREA }ffP.gf h)r WakP CoU~tV. dCr hPret7V ['t3r~I~} thA? ti PIN Nc. 77T.02-s8-Ibao -t: ~ TAKEN FROi APPROXIMATE LOCATJON ~ PIN N0. 777.02-68-4839 i © m ~ ~ 1 pF DENTENTION POND r N8 ZONING ~ ~ IJ jar; TAKEN FROM APPROVED O rPF - y IJ r ~ , I ~ r ~ , , l ~ ~ % ,f f ~ / ~r'• ~ i 1 , ~ f r , ~ J, ; .f • - . ~ ~ , , . - EXIST. 3 TRANSITIONAL • ~ 0 I / 1 ~ / 1 ~IJ
T HAS AN ORDINANCE THAT RECUCATESn r r in rd ih~l the ity o? ~~3I'"~h, ~ A ~ Of A COUNTY OR MUNICIPAIRY IHA h to rpQUiror?P.nts 1qr ero d NB CUD ZONING N N PRELIMINAR RC OF LAND. .~I. ?h? 5ta a . ry da of ~ N, 0' O PA ELS ~ ~ , +orie. nn the , y ,a~~ ON OF A COUNTY OR as ,rov~ded Its C; y . M1„ N~-~ N~._.? ? b. THIS SURVEY IS LOCATED !N SUCH PORTI f r , ~ r . , • , , . ~ In BOL?B , - ~ i i PRELIMINARY PLANS. - 'gip L r uNE r; _ z0 / , B09BY L. MGRRAY M' ~ O ~ , ~ ~ I R ~ FF R _~-sE eu E• + ! ~ ~ / r / i ~ ~i ~ I ~ ~ ~ ~ - I r tkA
R INANCE THAT ao~rr?w:d tht-~, ;~i~ ~ n map a' 9 rT O in O N THAT IS UNREGtILATED AS TO AN 0 D ~n the ear I a 66 MUNICIPALITY y + , f ~~iPIQh the ~ieti+r,at;QrS dS ShnWn Nty-1 N N N3 O.B. REGULATES PARCELS OF LAND. SheelS Rnd .;rr•N[~'F!: o. th@ City o p F LAND. ~ t c I meg n0 raspnn• N A FART Br~F.B}' C. M1IRRAY ~ , fi666 Pr,, 7~ 1 ~ ~ ' O.B. D, R. ,9442, PG. 1~ 16 30 30 A FAR, Ot TRACT c 1cp 1 f i 'i ~ i~ ~ it I I ~ ~ ~ v r I ~ ' ~ 1 ~ . H. I T A _ _ ~ ~ - ~ . ~ , ! ~ , ~ • - • mom.
? c. THIS SURVEY t5 OF AN EXISTING PARCEL OR PARCELS 0 th r~~r<hPr cr;ndltlon :hat no f,' i~ a.s i N N N. M Ty thereon, b+t? on . e 0 1 N t" B THIS SURVEI' IS OF ANOTT•JER CATEGORY, SUCk AS THE RECOMBINATION ~ n r rr~intam the ~ jmP until in the r~iSC'P.tinn and ~m~on ~ Q' PIN N0. T ? e „blUty t... ~ ro n N OF EXISTING PARCELS, ACOURT-ORDERED SURVEY, OR OTHER EXCEPTION ~ ,R nt tre eit1, , ,In ;s ,n th» ^~.~hhr. ,nt?. gt .0 P1N N0. ? . l2 9 FiN N0. ~ 7l D~ 6B .3698 N Ir i ~ ~ J ~ B.M. 1 y 98, PG I N8 ZONING ¢ P1NN0, T7?.U2-58-7600 0 SLOPE IJ ' ,ll~%~ PIN N0. 7.v~-67-0988 SEMENT 1...- 10 m 1,~, , > 1 f ~ 11> 1 1 1 I t 1 \ ~ ~ 1 ~ ' ~ r I 1 f 1 ` ` ~ , r i
A I1TON OF SUBDIVISION. the a' ~:~p q bey TO THE DEN ALI R. GH(ILIZAOEN N NB ~ ? OR IS SUCH THAT THE c. THE INFORMATION AVAILABLE TO THE SURVEY to do .B. 1087, PG. 0 70 RW 1l,, + , NB CUD ZONING 1 1 1 co , l , ! 1 I 11 I i ~ ~ ~ ~ \ ~ ~ ~ ~ ~ f r ~ ~ _ EXIST. CONC.
R IS UNABLE TO MAKE A DETERMINATION TO THE BEST OF HJS o SURVEYD V! IONS CONTAINED IN 1~ G ,,r,r.; ~ r. B.M. 1,985, , G. 188 n n OR HER P FESSIDNAC ABILITY AS TO PROS ~n?,,,.,„r, ~tnr 1a 9 f~ N PrN N0. 777.02-58-460& "1 , {A) TI1R0 H (D) ABOVE. ~ w i 17.690 ACRES r 1 , , , , , IJ ! 770,585 S.T `J r r SlVE OF R W DEDICATION I ~ (EXCLU / ) 1 ~ • , , \ \ t i ! ~ ~ ~ ~ r s ~ I I I~ 1 ~ ~ ~ / i 1 f ti t i ~ I /t 1 1
rn . TD ZONING rFF 3D 1 ro h, . ' r f , 60? S.F. EBENEZER 1~ CHURCH RD. R W a i' I F / 1 ~ f ? ~ ~ .I ~ 1 ~ ~ ~ I ~ I I I ~ ~ . 1 ~ ~ \ ~ I I , I~~i ' I t I 1 ~ 1
AATE ~ C rPF REGISTERED LAND SURVEYOR 4r ~ ~ ~ ~ 'ss ~ ~ "I r~ ~ ~ 0 M ~ IPF . , I~ I~ (CATION TO BE i ' LC~T LrNC E 10 n7 REIMBURSED AT R-4 > ~ t. O r' ~ ~ r308BY L MURRA)' 'P VA UE. ~ ~ i ; ~ 1 I ~ s r I ~ ~ I O ION F ~ A~ I~ EL I I r ~ I
x O p ~ c0 ~ •P ,p 01 NEW~W L ~ ~ . Q ~ D,e. NJ7.6 Pc; 31 146, L3 ~ , I 1 ~ .t PIN N0. 777.~OZ-r8-4,.i~ I OLD ; 'O ' I I 1 I I 1 l I ~ \ 1 +ti ~ ~ I f t VI 6 1 , I ~ , I ~ ~ ~1 1 l a I r f I 1 ~ \ ti7~7 ~ • J t
M~ N N ~ W 1 ~ O ~ W W %t1 P 1. Nf ^ ~ : 87'Q3' i7" c „1 t~ ~ ~ , ~1 ~ 9.5~ , . rPf < ~ 97 U, 37 E 0.5~ c~ W ~ i 1 r•.. I 1 ~ ~
FLOOD PLAIN OR~INANCF Z = 1 6~ ~ I ? FEMA MAPPED ARFa ~ ~ m !AAt' HUNKER Inr• 4.207 ACRES ~ C 3 ~ l., < ~ I , ~ ; I ~ 10 DEDlCAT10N~ ~ o ~ 1 ~ ~ I I ~ W I ~ E ~ 0.252 ACRES Z ~ ~ ~ ~ C S 03 54 27, m , i f ~ 1 ~ - . , ~ 1 ~ ~ ~ ~ ~ \ 1 1 ~ , I , ~ , , , ~ , r
. 4.7.9'-. RBF I , IPF 175,418 S.F. ~ Q~` o w W I 20 SLOPE 10 964 S.F o I I ~ 262.77 _ 4d 1 , E4SEMENT ~ I ~ ~ WI G I,~, i,` ` I ~ 1 I t ~ ' ~ ICf <V
r. p 3 ~ ~i ~ ~ APPRa,V. BY O i~ ~n f is ~ Of o 0 ~ ~ N8 ZONING ` 1 1.22 a t0 ~ , i 1. J ~ 480 S.F. E9ENEZER S 1 ti~ ~ ~ a BOBBY L. MLIRRAY I ~ ~ ; I i ; ^ S 90'00 00~ E II CHURCH RD. R/W I I, , , , ; ~ PF 1 IJ ` o a. a. 1 .34 ~ , ~ , , ~ y-- - - - - t 1 S (s a 0
r • 2 ~ D.E S Sh, Pc 8 226,85 DEDlCAT10N TO BE ~ , T -4 \ 1 20 TEMPORARY NL ~ ~L r c1NE ~ I N REIMBURSED A R ~ . _ l , , , ~ 1 B.M. 1978, PG. 38 J 1 I W VALUE, ~ ` ~ 1 t ~ t I W~~=N~
3o CITY ~F E1GH ~ SANITARY SEWER EASEMENT E NOTE J CONSTRUCTION/SLOPE ,r-; 777,02_08-4306 PlN !v. I ~ A,~ . F}ISEMENT. (TYPICAL) ,N IN _ .nco R!w ~ ~ ~ IPF , ~ , ~1 OCn LOT L1P1~ J 1-~ L24 L3 ~ 1~ ~ ~ I ~ ~ ~ G U•BL`FC•, 1N~ , , ~ _ _ 1 1 ~ ; ~ I ~~A.pA ICE ND B T ~ ~ 1 1 1 \ D 1 1~ ` , i ~ 1 O m V
THE SURVEYOR RELIED UPON THE CITY AND/OR t~0UN1Y FOR APPROVAL OF ALL r~` 1 ATE DRAINAGE o ~ INTFRPRETAAON OF THE ORDINANCES RI p C APPLICABLE ORDINANCES AND HAS MADE ND MENT N ~i G ~ _._L _ I a 1, O? IPF a rrEw R/w , t ~ NB ZONING , 1 , 1 , 1+ I 1 1 11 X11 ~ ~ T 2 I A SH aMV E • ~ . ~ ~ ~ , 0 Q ~ + 1~ 1 ~ i % , . '1• I~ II ~ i
~ C r8 , X11, 3 3a.on C1T ~ c o . - CAROLINA 59 C~ . NORi}I •p 9 1 G5~ '1 C? EGBBY L. MURRA'r Z 8 rPS ~i' 3(~.~~? C11 fi.B. 8437, hG. 1751 1 ` s 3s cox c RES ~ ' 0 4 ~ ~ 1.431 AC I 1~. , - ~ 1 ~ t I I ~ I - l_ t f I I I ti 11 ~ • II
WAKE COUNTY 6 ~ ~ 1 T WAS DRANK UNDER MY ~N / ~ ~ 1 MARK E MR10D CERITFY THAT 1HS PU RVEY MADE UNDER MY SUPERVISION, Q ~ 6 SUPERVISION FROM AN ACTUAL SU 1T~AT ~,1 rPr- ~.'h 8 B.M. 1978, PG. 38 S. F, J ~ P ~ W ~ 62, 342 1 ~ , ~6 SrP~o \ PrN N0. ,?7.L)2~~ fib--3193 ~ i s I I 1 1 I l i i A J 1, I, . ~ - ~ I • ~ r I 1 I I r - , I f ~ \ 1 ; ~ \ ~ l I l I , \ ~ ~ ~ ~ l ~ 1 I ~ ? - I ~ l I _ 1 II
DEED DESCRIPTION RECORDED IN BOOK PAGE ~ 0 N7V FROM R ~ NAT ~S' . Tr1E BOUNDARIES NOT SURVEYED ARf CLEARLY 1NDlCATED A5 RA ~ , * ~ C~ K PAGE ~ THAT THE RAAO ~ J ~ ~ AfNA ~E tp~C INFORMATION Fi7UND IN B00 ,~CRt`J R W AREA ~ / IpF ~ MENT \ ~ AXLE ~ ~ r ~ I i , i 4, t ~0 l 4 \ , E U 9 9 C - J ~ I i 1 ~ I ~ J + I ~ \ ( i I ( is \ \ f _ ~ l , ~ I 1 ~ r ~ ~ ( ~ l ~ ,1,~1 I ~ ~ 1 ~ ~ ~ 1 ~ r I, ~ ~ ~ I 1 1 j t i t /1 1 1
5 sE .0 13 , OF PRECISION AS CALCULATED IS 1: 4 + T1i4T THIS PUTT WAS PREPARED ~9. 5 a - AS AM NDED. N7INESS MY ORIGINAL SIGNATURE, ~ 6 W ACCORDANCE WIRi C.S. 47 JD E ACRES R W AREA 2 ~ / ~ 1.221 a• ENT 6, 9 13 l15 FnU - ~ +1 ~ ~ ; ~ 1 . _ l I l~ ~ ~ ~ I ~ 1~ f / ~ I~, ~ ~ v / ' I I' i I b I ' I f I ~ ~ ~ 'r . y ~ I , , ~ i r \ \ ~ ~ ~ 1 f f I \ ~ I 1
REGISTRATION NUMBER Ay SEAL THIS ?2nd DAY OF DECEMBER , A.D., ~ 1 60 R ro• ~oDO R W AREA 3 ~ ~ ~o RES . 52 AC T 0 NO (.,EE ) ^j 2 .4 1• ~ ~o~ ZONING ~ ~ ' ' S L 1 J ----;?x_._91 ,1 . 4 l3.M. x9.95, Pr`, , ~ l ~ LINE C ~ ' 1 G ) ,I.., Ft ' r I ,.,E:. N0 ~ 6, rr~ rPS , i I I~ N , o ~ ,r l \ , i ~ I I l 1 I 1 i , I l l I I _ . ~ ~ f ~ ~ ~ l ~ ~ f . ..r 1 I I li ~ I ,
RE TRACT 1 .F (SEE NOTE 8) R 07 AC IF 4.2 ~ LAND SURVEIb ~ - 73 T 2 ~ REGIS ON No. L 37 RES TRAC ~ r 9 A .6 0 i~ ~ ~ I ~ ~ ~ ~ ~ L I iii ~ ~ Gry ~ ~ ~I . I I 1 I ~ ~ ~ ~ i 1 ~ •~e~' 1 ~ 1 / ~ ~ - III i I ~ f ~ l ~ , r / r' ~ ~ _ - - - ~ , I I I 1 1 ~ ~ \ , I r+ i I I i' 1 ~ t
ru+ift ~sc 1.64 ACRES t,~~N +k AC f,~ ~ TRACT 3 \ \ 44 E ~ 1.6 1 91 S.F. ~ ~7 , \ A 1.668 ~ ~ ~ w Lor LrNC OVERLAP AREA ti 47 !vE ~ ' , ~ ~ , I NOUNDARr ,.INE Br 3 ~ t .668 ACRES M I q Pc. .3R , ~ I Nt 8 ~ , ' ` ~ - . ~ 1 if l l _ 1 1 I ~ , ~ . I ~ I , I ~ , ~ + ~ i ~ ~ \
• 68 ACRES TRACT 4) ~ ~ s sb~ ~ ti 'o TRACT 5 0,,``>~c., ~ ao RES s ~ 1500 AC 72 666 S.F. • ~ I ~i~ ~1 1,204 ACRES ~ ~ ~ ~ ; 2 $,F. ~ ,IIM 'N. BRAI7KE ~ ~ ~ ~ ~ ~ 52, 433 r LINE TABLE ~ I~ I I I ' , ! ~ r ~ /i I l ~ • t ~ ~ t r/ , / / I ~ ~ I >I~~ 1 ~ ~ 1 ~ / ~ ~
TRACT 6 ~6~ ,r $ ~ E CR 4A , .0 0 12 • s~ Q ~ ~ BEAD TRACT 7 X%~~•'' ~ o ' 1 ~ I N D B .396.5 PC. 942 o I ~ 777 ' '7-554.' ! ~ I ' ' c~ 1 • P1N NC .Ol h RING DISTANCE L1NE BEARING DISTANCE t~ , ti ~ LINE BEA ^ ~ I } 0 L34 N 02 04 12 E 19.83 I A I ~ 1 I \ I ` 1V _ 1 1' I I 1 r ~ ',r'~ I .I I i l
CRE lA r fr t 1~4 ~ 1 ~ / ` 4~,A nl•/ ` I ~ ~ ~ 8 Q 6 •S TA ARE4 ~ ~ 9 s o , c 1 N 02 04 t 2 E 21.93 , ~ ~ ~ p I ASSOC,ATE., L ~ ; •h ?IPF MA. BY MLRFNI ,CLLE N 03'5730 W 58.J8 L35 S 04'21'30" E J5.76 1 ~ ` 1 , ~r ~ i • ~ ~RAVE~ s: r°F NT1TLEl) PLAT ~)F ACTUAL Sf.1RVr•-Y ~ "3 1x E , L3 N 88'41'30' E 171.54 L36 S 04'0151 ^ E 36.SA 0 , ry 1~" RCP Lfi rPF STEVE STROUD Rc CARL.!7N M1G~'L-TTE" ~ ^ 37 S 03'55'44' E ?3.tiU ~ ~ ? ~ I ~ II I I 1 ~ I r ~ ~ ~ - - . ' / I I I / ~ I ~ ' 1 r l _
~ ~ T~ L \ xn`p '6 ~ '~c ~I ~ ~ ~ ~ U , V ~ ~j 1 L , S 00 4 7 29 W 60,17 L + ~ ENCRC~ArNMENr 5 ~ ~ L4 f ANA DATEC ti~ARCr1 11, 1J8i. L38 S 8457 it E 10.14 ~ f ~ L5 N 86'27 36 W 51.03 ~ 4 7,16 ` ~ r TD ZONING L6 N 81'01'41' W 56.80 L39 S O4 21 ~19~ E I ~ ! / ! ~ I ~ ~ l l 1 ~ ~ . ` I . ~ l ~ \ ~ _ I I J ~ 1 ~ v I ~ ~ I _ _ _ J ~ ` I ~ t 1 - I I 1 1 / I ~ , p i t ~ I 1 If f l N III ~ (60' R/ V v / J t ,
a ? ~ • ~ ~ NOTE: ,9 . oi~~ , ~ ~ F NKS. 'y ~h M~ 1. BUFFER IS 50 FROM TOP 0 &4 nlr~f>*~ \ N h ~ ~ " L40 N 04 21 19. W 19.37 , I ~ , 1.500 ACRES L7 N 5000 43 W 10J, 92 L 41 N 03'49 07 W 100. fib ~ r ; 1 . 65, 323 S. F. ~ L8 N 08'36 15 " f 8.00 ~ 1 I III . I ~ 11 1 ~ ~ ~ I V 11 ,i I i ~ 1 , I I ~ A \ ~ 1 1 l i 1 1 I~ _ ~ • ~ ~ ~ ,II 1 ~ I ~ I ~ 1 ~ ~ • I• i i 1 1 ~ J r. 1 t 1
N 2. ALLUVIAL SDIt t1NE IS APPROXIMATE A D \ TAKEN FROM A DRAWING PROVIDED BY C1TY \ \ Q 1 ~ ATED JUNE 15 99g o~ ~ OF RALEIGH D ~ L42 N 03'53'52^ W 99.85 j ~ ~ ~ ~ ~ ~ L9 N 50.00 4J W 31.2 r • W 75.35 ~ ~ ~ ~ l t ~ ~ A ~ ~ L 43 N 04 08 33 ^ 0 I r' R. ADAM., 10 N 69 59 1 T E ?52.48 7 r ~ r~ ~1• BLL L L44 N 05'14 10 W 75.7 ~ ~ ' \ ~ i ~ ~ I I I 1 ~ , .t i II ~ _ + 1 I . ~ ~ . I ~ I S - - - I ~ ~ ~ ~ I I I ~ ~ 1 ~ _ , ' I t _ I 1,J1
.f3~, ROPERTY 1S NOT 1N t 00 YR. FLOOD BY ~ ~ ,..r.,,- .,,,o„~ n~enr rug 3 P _ _ n . L i t S fiT35'49 ` E ?53.98 1 W 64.50 I <`3, 1 ~ , ^ ~ D.9, 61.33, Pf 85~' L45 N 04'015 ~ ~ r ' l 1 L 12 S 6T35 49 E 56.84 ~ ~ 14 ~ ! I + ~n. L 0 _ _ _ _ . _ L46 N 0? 58 14 W 100. 1 1 1 I , _ ~ 1 ~ . _ • t ! a
~ FIRM MAP N0. 37183C0120 E PANEL 120 COUNTY OF REFERENCES: s OF 810, EFFECTIVE DATE MARCH 3, 1992. c9 Gti Q.M. 1994, PG. 6:! 4, r L 13 N 84 57;11 ~ w iz. /z L47 N 03.34 27 ~ W 99 85 ' , l , , 3` O P!N .VO 7710?- 6, -?r~!3 L 14 N 84 51 17 W 10.48 ~ L48 N 02 19 49 • W 104.05 ~ j ~ ~ ~ I i 1 I ` 1 ~ \ ~1 ~ i I i• ti
F COUNTY, -D.B. 8726, PG. 146 ~ G r, ,REVIEW OFFlCER 0 4. UNITY OF DEVELOPMENT GUIDELINES AND SIGN pp .y rs cERnFrcAT1oN rs P1N N0. 777.02-58-7600 0 CERTIFY THAT THE MAP OR PLAT TO WHICH TH RITERIA FOR THIS DEVELOPMENT !S ESTABLISHED TITLED ~ ` 4 • Rns L 15 S 84 5T 17 f 8.25 G 'G ~ N c. ca~0 cou " 144 N 0 f'S9 ?7 W 100.09 ~ \F h ~ ti ~ ~ _ T TD ZONING L1s N x4.5717 w e5.o7 ~ 50.47 ~ ~ ~ ~ , O ! pF ~1_ 1; i, 589.4J L50 N 0123 20 W ~ E=2,oT6,(1Tl.i93 118 S 04'21'30' E 30.09 , ` N 00'24'20" E 23.63 i ,r'~ ` ~ ' ' / I I ~ I I ~ ~ _ ~ _ ~ ~ ~ I ~ _ r 1 I I ~ - ~ I , 1 I I t , I ,
IR MENTS FOR RECORDING. C MAP BY JOHN Y PHELPS, JR. EN ~ AFFIXED MEETS ALL STATUTORY REOU E D ONLY ONE GROUND SIGN ~ AND APPROVE , "PROPERTY OF BOBBY L. [HURRAY do IS PERMITTED. JACQUELINE HURRAY°, AND DATED 9-7-9.5. \ .30.08 L51 ~ " ~ ' , f F \ L 19 S 04 2130 ~ E L52 S 00 ?4 20 W 23.73 ' h ~ L20 S 03'5730 E 123.42 ~ 'o " 50.68 i"~ , , ~ i ~ L53 S 012J~0• E ~ ; ; ~P ,+u 45 5T .:9'~ ~ 1 N OJ'S7~J0 • W 24.90 ; ~ 1 ~ ~ 1{
5. THE DRIVE ON GLENWOOD AVENUE SHALL BE ~ 4 -D.B. 8726, PG. 9 REVIEW OFFICER CONSTRUCTED TO A R1GNT IN-RIGHT OUT ONLY. P1N N0. 177.02-67-0988 L54 S 0 1'59'27 E 100.17 i ` ~ r 1,39A 09' CR1C h ~ ~ ~ ~ , L2? N 85 38 41 E f 0.00 155 S 02' 19'49' E 104.19 T . f n PJD 1 , ~ ' - ~ ' i„98.. rC OU 1 1 48.82 ~ \ . , ~ L23 S 04 2 9 E 3'34'27" E 99.91 ~ ! ~ . 6 \ \ • 0 99gy 1, (.QMRfN. 0 " 156 S 0 " , / 1 . ~ f i ~ ~ - - - ~ ~ - i j 1 i Vrl.~ I ~ ~ t 4 I 1 ~1 1 ~ 1 1
6. 20 WATERLINE EASEMENT AROUND FIRE HYDRANTS MAP BY JOHN Y. PHELPS ENTITLED STUBOUTS TYPICAL . " D Y L. HURRAY & JACQUELINE HURRAY' AND ( ) BBB ~ C ~ GRrO FACrvR L24 N 84:5717• W 51.30 L57 S 01'58'14 E 100.1.9 ' ! r , L25 5 89 56 21 " E 41. f 8 L58 S 04'01 'S1 " E 63,3b , ~ ~ , ~ L16 S 89'56 ? 1 E 30.0? L59 S 03'55'44" E 76.77 ~ - , ~ , I I ~ I ~ I l l ~ r r i ~ I ~ . ~ ~ ~ ~ ~ I ' I _
7. 0' PRIVATE DRAINAGE EASEMENT ANU DATED 10-3-95. 3 B. 30' CITY OF RALEIGH SAN! ARY SEWER EASEMENT -B.M. 1998, PG. 1229. L17 S 89'56'21 " E 30.02 ~ 9.02 L60 S 04 05 24 E 8 35.71 ~ L28 S 84 57 J 7 E 3 L 6 r S 04'05 "24 E 10.77 ~ ~ , r ~ I ~ ~ , ~ ~ ~ I I f + 1 1
9. PRIDR TO ANY BUILDING F,:RMITS BEING 1SSUE0, LEND THE UNITY OF DEVELOPMENT AND CROSS ACCESS, C29 N 64'57 t7 W 305.95 162 S 03'53'5?" E 99.82 ,l ~ i ~ ~ , N C C S "E6ENEiER 2 ` N 84'57' 11" W ~ 99.95 ~ ~ ~ . ~ , ~ L30 L63 5 03'49 07• E 100.12 ' , r NAn A~ 131 S 040151 E J5.J6 • 1'19 E 19.42 f ~ •`f ' ~ ~ C ~ , ~ 1 l ~ _ ~ v ~ ~ 111 I 1 ; 1 f~ + ENV
PARKING AND STORMWATEk AGREEMENT MUST BE (IPF)-IRON PIPE FOUND t7V{INER. BOBS APPROVED. (IPS)-IRON PIPE SET N C. GRID COOROC r 164 $ 041 • S OJ"55 44 E 24.81 , 32 L32 34 1434 E 30 ~ I ' wrFE ~ 7T ~ 6 ? 7 505 " 165 N ~ ; J R. BOBBY L. HURRAY ~t N f. ~ , % ; , E 133 N 02'04 13 E 20.88 f ' RAY E_.:, 077, 016.7eS , l ;i ` II 1 , ` +
JACr~I. FILED FOR (RBF)-REBAR FOUND piM or m~ ~ fs no! a s~ vision 1 a roccambinatbn of previrwsly 182 REGISTRATION (AI)-AREA INLET ~ JACQUELINE D. MUR ! ii 1820 CAPITAL BLVD. _ _ F1LE.~ BgCREC2 ' 1 ~ ~ ' ~ ' ~ ~ _ _ - - ~ R-31 00 do RW-24 99 , 11 ; ~ , , 28797 SP 51 98 JJ 1 I /1 '-s^- 11 I I 1 1 1 t%
F R D CONCRETE PIPE n~ ro'~frtY. and mPph, , •,t°:; ~~auirPrnpnts for reCnrd+rg; p ~ ~ Rp~' Rq~EJ( (RCP) -REIN 0 CE 'Pi , F Y 0. 1 . RIDDICK P -OVERHEAD POWER AND PHONE JNE ' ~ LAURA M OHPdr HL _ Y~..._ IN D ~ R rHE ( ) - l COPT TO 8f. R A E H NC 27604 -2145 l l i ~ ' RALElG , , , , ~ . EX, HEAD , I~ , ~ , / ~ r' _ I I r _ . _ - ~ I I } , . I - _ I I. , \ I 1 ; 0 r I r ~ I / II ~ I I~ `7 I 1 I , _ I . ~ 11 > and
RfG1STER Of DEEDS pP -POWER POLE ~ ~ ~ ~ ,r+ cm. (1 WAKE COl1NTY RWMF -RIGHT OF WAY MONUMENT FOUND ~ P(,qT rS rN ?our of THE } REVISIONS crlr uMms. WALL i , ND RIGHT OF WAY DEDICATION ; RECOMBINATION A , ; , ' , , , 1,. , )NS TOP, 411.9 ~ I ~ - ~ . , Land Surueyting ~ ~ ~ I ~ I ~ I I . i', _ _ C ~I - I _ . _ _ ~ I I , , i I ! B R M VE YP~ f ~ ~ ` ~ .i 1 i ll III } ~ I I ~ i II 1 r.~\
~ CSS}-CONTROL SPIKE SET J I assn/DEPUrr NoT~~ , ; ll: ; _ - RICE! NC 27607 r / ~ ~ % ; 1 ' ~ . , 7406 L CHAPEL HILL ROAD RAL , r , . , ~ 1~ , E , N ~ , ~ I~ 1 ~ 1 I / Ir, / r / i '~^4101 ~ 'i I I ~ 1 1 i~ ~ 'i ~1.` ~ li-.'J r_ ~ , i~ ~ ~1 ~ I l I RIM, 4 ~ ~~I ~ r I , - ~ 1'~ ~ ~ 1... Jig ! f ,r . ~I . ~ r /r, ! ! ~ ~ ~ ~ f \1 _,,;11 4 1~ ~ I 1 I I ~ ~ ~ ~I ~ ~ I r'~ 1 I + I 1 i I
11M£ RAW ERROR OF CLOSURE WAS 3,867,991+, MISCLOSURE WAS s County+NC 12 DISTRfBUTED 8Y THE COMPASS METH00. THE DISTANCES ON Lek isler Oi p°°~° TNr5 MAP ARE ADJUSTED HORIZONTAL GROUND DISTANCES NE. 919 851-2344 FAX, [phone] EXIST. 35 STORM ~ - ~ , PHO ~ ) I . ~ ~ , f i ~ ~I l;' RAINA E EASEM ~ . ~ ! / D G , l ~ ~ ! I ~r - ~ 1 l • ~ ~ _ _ 1 , 1 - _ _ ~ 1 I I ~ I r ~ / I I ~ / ~ %f 1 I ` r 1 I 1
Loure h Riddick, Re0 Y :l0 UNLESS NOTED OTHERWISE. ALC AREA CALCULATED B rded 63/28/2083 69'3a COORDINATE COMPUTATION. Presented 8 Reco SURVEY ~ : _ ~s ~ ~ D BY AR : , . - VEYE SUR 12 22 00 , . WAKE ; 1 r , , , UNrY. P ; CO 1 5 I.LE BM 200 G 9 , , LEE~'VI DATE. . , HI. ~ , NS row "1w. _ .1 I 1 i ~ i 1. ~ _ I IIII 1 ' 1~ ! \ ~ 1 ~ I I ~ ~ 1~ l ,I. ~ I! 1 ; I I l ~ 1 { 1 1 { I 1
eese6 ~ 150' 300' 450' 911p66i Pege 150 75 0 Book ~ • ~ ~ MW ,r / ' r ` ' ~ RAWN BY. SP,MB, ~5a D , SCALE. 1 i' ~ • NORTH CAROllNA / ATE. , ~ , r' r Sr ~ 1 Y ~ ~ i ~ I ~ I } V / ~ ~ • ~ - III } , , / I 1 I• \ \ ~ III ~ . III ~ ( ~ ~ lr. a ~ 1 II
JN 800K QF MAPS 0 PAGE RECORDED l I ~ / - _ SURE BY: ~ ~ ~ 1 , r ~ ' 0 W CL M 1 , K A do - HEC , ; _ _ C 7.02 67-0988 7/ 1.02 58 7600 d~ 77 - , , , ~ , - I I ~ _ - II II M ~ ~ 1` ~ ~ l 80' EXIST. DRIVEWAY l NB 1 APRON, TO BE
SCALE IN FEET cuo P.LN. , , , NE. NB , 70 , , ,•l ~ , .rJ ' r I 1) ~ . 1 'f - ~ - I ~ III 1 ~ _ ; / / ~ ~ ~ ! ZONING. NB I , ,III 1 i ~ ? _ L / ! { 1 ``f = ABANDONED 1 ~ tr 0' i '
W I 1, - - / / \ ~ ~ ~ \ \ \ 111 1 1 1/ ~ 11 1 I ' 1 EXIST. CONIC,
? ,w/~i ~ ~ .ice./ ` \ - / ' ~ r ~ ~ 1 --r I _ S/W (TYP.)
/ , EXIST. 20 STORM ~ ~ _ - ~ = , y _ _ {
~ . . 1 1 v / / / DRAINAGE EASEMENT ~ ~ , ~ \ ! , ~ ~
~ 1,~q ~ r r OP? r BM 2001 PG 5 0 _ _ _ . SD FES ~ ~ I + {
; ~r i EXIST. CONC. t - _ I I s w TYP. - -
.a ~ ~ ~ ~ ; ; 1 ~ - ~ . ~
. \ \v Z ~ ~ y .
~ , i ~ I 1 ~ I 1 I r - -
~ ~ ~ ti t ~ ~ ! i ' ~ 1~ ti ~ XIST, 30 SANITARY ~ ~ ~ 1-1
~ , ~ ~ , ~ EW R EA EMENT ~ EXIST S E S I , p J ! ~ F BM 2001 PG 590 S W \--EXIST, CONC, i ~ S/W (TYP.)
~ ` , > N
~ ~ \ ~ ~ ~ ~ ~ m
~ t ~ ~ ~ ~ ~ ~ ~
` \ ~ ~ , I
LIN TABLE CURVE TABLE E ~ ` ~ 11
' earm en t ~ rc Lent ' one 9 9 Curve Radius Delto 9 Chord Direction L n f f , ? 1f f f , f ~ )irection ~ ~
L1 C1 4 1 4 6 61.t~1 N4520 2 S03 27 29 W 60.0 40.00 99 2 02 9.39 . ~ f L2 C2 7 16 33 41 W 4 17 1 8 110.58 110.15 S 6 SO 6 33 9.98 365.00 2 2 'S 20 42 E \ 61633E 1 ~ ~ ti. \ Cam
~ 1 1f f 1 ~ f f! f i ~ f H L3 C3 W 14 307.48 N 88 4816 010315 88.81 425.00 42 24 54 3 .62 S ~ 7 H 4816 W TOTAL \ 8 ti ~ ti . . 11 { { i =
r » f f . f rf ~ f f . f y L4 C4 N 6 55 82 5 1 18. 2 W 7 4 4 1 0 4 0 .36 8 2 8 S00 2 2 23.3 0 25 . ~ a 6 55 E 25
f u f s . f n ? f ~ ? a ~ l5 CS 14 1 1 79 52.14 S45 0 5 SO 23 20 E 50.68 40.00 8 20 30 56. W Z ~ 1 p 1 / ~ ! ?1 f f ~ f N ~5 0145 E ~ f b
L6 C6 N 1 44 25 4.49 0 1 4 4. 9 7 1 17 4 1 45 5 9 9 59 2 E 2 00 2 SO 00 0 ~ . f n ? f f f? ? f ? u Q L7 C7 135 44 25 W 0 u kNITARY SEWER EASEMENTS ARE TO BE RECORDED
19 49 E 104.19 365.00 191135 122.27 121.70 S07 3 S02 3 ~ ~ f n f , . , » f , . ~ ~u L8 C8 1 7 141.7 07 3135 4 0 S 4 7 91 4 191135 2.3 2 E 99. 25 00 S03 i7 3135 E i7 3135 E 1. AREAS COMPUTED BY COORDINATE METHOD.
W n f ~ L9 C9 1 N 1 44 25 4 1 4 4 1. 8 .15 0 581 E 100.8 365.00 12 5 5 8 32 S02 04425W 2. BASIS OF BEARINGS: NC GRID NAD 83
I . ! fl f f . 1 » f f . f h 1 C10 L 4 14 N 61846 1 1 4 4 1 31 .79 52. 3 04 0 5 E 99.9 0.00 8 20 56 S ~ » 61846E 3. NO PORTION OF THIS TRACT iS LOCATED WITHIN A FEMA DESIGNATED FLOOD ZONE. THE 100 YEAR FLOODLINE SHOWN HEREON IS SCALED FROM FIRM MAP
f f 1f ~ L11 C11 11 1 133.73 N 76 38 55 55 44 E 100.37 425.00 18 06 34,28 S03 0 N • f n r f • f n f r . f >s fi 38 55 W 37183C0120E PANEL 120 OF 810 LAST PUBLISHED AND REVISED 03 03 92. ``Loxx 011111IIIlll~~ /i
1 C12 L2 1 7. S85 38 31 4 7 71 1 .4 2 96 1 2 5 4 52 4 858 0 0 E 99 9 25 0 S f n f , r » f f . f » 5 38 31 W 4. All DISTANCES ARE HORIZONTAL GROUND DISTANCES. ,t\A CAI~p ~i/z
L13 C13 1 S73 29 09 3 53 52 E 99.82 425.00 6 59 44 51, 89 5 .86 SO ~ ~ f » ~ v L14 49 07 E 100.72 S3 0 3 29 09 W 5. METAL SLAKES SET AT AIL CORNERS UNLESS NOTED OTHERWISE. SS 2 OR-
315 ' S04 21 19 E 19.42 i 6. THIS PROPERTY LIES WITHIN TF;E NEUSE RIVER BASIN AND PORTIONS OF THE PROPERTY MAY BE SUBJECT TO PROTECTIVE BUFFERS AS DEFINED BY NCDENR, ~Q- 'Lys
1 f y L6 ~ NO 0412E 21, 93 2 7. AREAS OUTSIDE OF 1HE CITY LIMITS WILL BE ANNEXED CONDITION OF APPROVAL . SEAL
L17 ' S02 0412 w 19,83 0 8. All EXISTINNG STRUCTURE ON THE SITE WILL BE DEMOLISHED AND REMOVED IP! rn 1 498 c~
U C ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 01
N X ~i~~` !1111 Igi11Um)
i II
H
(n
3 GRAP C SCALE
r E c~ 100 0 50 100 200
a~ 1 inch - 100 ft.
o 3
O
O ~ NO. R@VISIOtI Date B Designer Scale
N JEW 1 100' ' Sheet No.
i Drawn By Date GLENWOOD CROSSING EXISTI WITH SRS RA )TING CONDITIONS ENGINEERS I PLANNERS I SUF
N RSM 07/20/2006 SU R V E Y 0 R S
o Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919-41 fax: [phone] www.withersravenel.com
DLP 205274.0 RALEIGH WAKE NORTH CAROLINA

, / ~ /i ~ l ` 1 ti, ~ ~ ~ .r. r'_'- / / ~ 1. i ,
/ ~ J / / l l / 1 'l 1 S ~ r r / ~ ~ / ,l 1~ 1 t ~ i .
r / / ~ t ~ 1 / ~ ~ 1 l , / / i
i / 1 t... \ ~t 't ,
~ ~ / ~ / 1 _ 4 ~ ~ \ IMPERVIOUS SURFACE CALCULA SITE LCULATIONS
1 ~E ASE ~ E NRB IMPACTS;
- - ~ ~ ZONE 1 = 7 73 SF - fi
- ZONE 2 = 4 44 F OS . - - STREAM IMPACTS #1: I STREETS = 137,2 137,218 SQ FT
~ 445_ _ ~ _ _ . 115 LF I DRIVEWAYS = 58,8 SIDEWALKS = 40,8 ZONE 2 IMPACTS: 58,894 SQ FT
' ~ / ~ `fit ~1^t I ~ ',1 \ 4 \ _ ~ ~ _ _ , S STREAM " T _ ~ _ ..-1 ~ ; . - RIP RAP APR N 0 ~ _ . _ - - 40o850 SQ FT
1 . . .ice i _ _ _ . , _ _ .N~Cl,U H~A W D I - HOMES = 212.4 2,t t 2 S.F, TOTAL IMPERVIOUS SURFACE = 449, 0.05 AC. = 212,415 SQ FT
.A~' _ 'r . _ _ _ ~ . ~ N 30 pR~VA _ ZO E 1 I E~ M'~, ~ e_ _ - = 449,377 SQ FT
4 7 •
1 1 , 1 111 It ~ , ` _ - - - ---r - - - - _ . - _ s _ - - _rr - - ~ _ . - . , ~ ; - r- I q IMPERVIOUS = 449,377/(43,560X . ~ 3,560X27.40=37.527
, ~ ~ ~a. NESS r ` _ _ - O~. NEI~SE~. RfP IN-B FER- _ _ >r r? - ~ ~ ~ .
,1 ~ ; 5~1 EXIST. 1 ~ 1 ~ ~ rw --ate-- - - ~ I F TR AM - _ - _ , _ s~a~ E - _ _ _ ~ I BAREFOOT INDUSTREAL ROAD ; ~`,~.`ss '0AD
1 1 1 1 t ~ 1, I I ~ , L `1 ES _ / , 1 1 ~ t l ~ - ~ _ ~ ~ - _ iru ~ - _ _ ~ I~ '~So-- y ~ Y X30' PRIVATE STORM STREET = 34, ~ , o~RAINAGE EASEMENT I SIDEWALK = 4. 34, 785 SQ FT 4,742 SO FT
a. . . • , r . _ \ ` ~ ~L. TOTAL IMPERVIOUS SURFACE = 39, = 39,527 SQ FT
. \ 1 1 1 j It ~ 1 '-ter ~ -
_ ~ \ \ 1 1 / t w _ 425 f _ _ ~ , ~ > - - - - -I - _ _ EBENEZER CHURCH ROAD
26 ~ _ a - ~ i . n ! ~ = TURN-LANE = 15, _ N ozros~~r E SIDEWALKS = 4. 1~.~---.-__- _ 2".62' - TOTAL IMPERVIOUS SURFACE = 19, 15, 04 7 SQ FT
\ 1 ~ It ~ ! t.. _ \ .'s` \ it ! EXIS , 3~0 SANITARY , _ It ^ i i ~ / ' ~ ^ = 4,327 SQ FT
~ ~ _ 1 - , - E PROTE TfQN- S R EASEMENT 1 1 ~ ~ , . ~ i~ - . , r-- _ _ 19o374 SQ FT
M 2001 PG , ? r..~. , ~ , - _ _ ~ - 590 ~v 1 ~ 1 1 ~ 1 ? r y ,l ~ ~ ~ ~ ~ r - -
~ : ; FES - ~ ~ - ~ r ~ , T . , ~ k - .~r ~ .r . i r' ~ x . y - / I ` ~ / ~ - ,~L ~ ~
EXIST, 20 STORM % t ~ - • ~ \ 1 1` 1 i I \ ~ ~ I 1/ ' ~ ~ / ~ , ti• ~ '!1--~.c ,mss . _ I ~ ~ - ~ rn / , ~ ~ f f EXIST. 20 CITY OF RALEIGH SANITARY PEAK ATTENTUATION
DRAINAGE EASEMENT 1 1 ~ t 1 1,11 ~ 1 , , \ 1 \ I l r l ' i 1 BM 2001 P ~ , 1; _ _ 0 590 ^ ~ - ; TR PROT ~ ~ ` E FES SEWER EASEMENT (BM 1996 PG 664) PRE-DEVELOPMENT
11 1 \ 1. 1 ~ J \ •.1 1 I r g . . , N _ HW , ~ ` i Q2 = 5.76 IN/HR x 0.25 x 27.45AC = 39 `I ` Q14 = 7.22 IN/HR x 0.25 x 27.45AC = 49 5AC = 39.5 CFS
\ 1 1 1 1 ! t 1 ~ ~ ~ ` \1 1 ~ I \ 1 1 1 ! EXIS , 1 ~ ti, ~4 ~ ~ ~ 5AC = 49.5 CFS
1 ! 1 I 1 1 1 r • i ` ~ / / ~ ce 11 1 1 1 C POST-DEVELOPMENT (NO DETENTION ~ ~ ~ Q2 = 5.76 IN/HR x 0.45 x 27.45AC = ~ ~ ? EXIST. 20 CITY OF RALEIGH SANITARY Q10 = 7.22 IN/HR x 0.45 x 27.45AC = 8 TENTION)
1 1 1 rp - 1 li 1 I k w / _ - NCDOL HEA WAtt ~ . - 1 Q. ~ - - C6 • / - , ~ , 45AC = 71.2 CFS
1~ I I 1 1 `1 _ t ~ ~ _ N IM A _ . 45AC = 89.2 CFS
I , t 1 ~ !I r; 1 I I ~ r: 1' ^ 1 ~ ` 4 4 ~ - _ _ -T --,:a... - ~ o~ TREE .--P O~Tf G~IQN • ~ SEWER EASEMENT (BM 1987 PG 1790} \~~,9 ? WET POND 70 BE USED TQ SATISFY REQUIRE s.:, ~ REQUIREMENTS FOR PEAK ATTENUATION
I 1 1, ,r' I I I I ~ - I ':I , ' i _ . ~ ~ ~ - _ . - ~ • - S
1 1 ~ ~ ~ A ~ 1 I I 1 1 ~1 I i ~ \ 1 II i M~ 1'1 ` r ~ ~ ~ ~ i WRES Project#205274.0 - GLENWOOD CROSSING
1 I 1 I~ ~ ' , .i I ~ I r 1 f~ I i~ l 1 i I , I I I \ ! " l 3 4S y `
I I 1 I / ~ i I I ' , I~ I 1 , ' ~ , ~ ~ . ''i I I I .r I 1 ' ~ ' ~ City of Raleigh -Method 2 for Quantifying TN Export from Residential Developments wf?e ~ m.nts Men Footprints of all Impervious surfaces are shown
I I\ I I I / / ' , II I I i ~ ~ ff / , 1 ~ / i I I~ r I - ~ . CB CB ~ ~ - = 451 - - - TN Export TN t TN Export by TN Ex port
I ,1 I I ~ ~ ' i . i - Ar I I ~4 ~ f r' - ..-.E-. r' ~57 ~ - , - - r = ~ - 458 f r - 1~ y I r ~ ~ Type of Land Cover Site Area Coeff. L Land Use From Site
I.~~~~ I~I~ ll 1 ~ I I ~'-•I I 1 EXIST, I ~ ~ , - ~ / I I 1 I f 1 ~ ~ ~ r _ FFE~ : A~ ~ 50' NEUSE RIPARIN BUFFER - (ac) (Ibs/ac/yr) 1 (Ibs/yr) (Ibs/ac/yr)
r, r / , I I ~ I a,~ , HI ~ .fit - 1 ~ - s - ' i _ r f{FE~ FFE- ~ ~ fFE= - ' . -4~,6 ~ a F ~ FF~ ~ ~ - ~ 4. 3' 31 ~ I ,FFE ~ ; - ~ .82 - 46,33 4,6.33 - _ ~ --452$2 !~6~ ~ 464.33 r g - _ - ~4 9:58 ~5 , 5$ x.1.25 48 . 46 .8 - , ~ ` (EACH SIDE OF STREAM) Permanently presen~ed undistrubed open space
1I ~.~r i l I r r; f. , r , v / r (forest, unmown grass) 2.87 0.6 ` Permanently presen~ed managed open space 1.72
I/ r , ~ ! ~ I J r~l • r i l i _ , r. , l~ ~ _J I ~ I l ~ ~ r I. r I ~ X54. 7 Hg I 1Z3 I 1t1 'I ii ~ - 17f I v 1~~ ~i 1 i 0 r ~ 1f~F' 1~ . 1 % I r L J i L J j 'V \ \ - / ~ -174' ~ ~ J 44 ~ r ~ ` (grass, landscaping, etc.) 13.25 1.2 15.90
f I', I i j j' I ~ r i r e r ~ / r / - I i , I P~, M B / / ~ I r L, I I ~ ~ ! i i t ~ ~ \ ~ Impervious surfaces (roads, parking lots,
,E % / 455. 455.9 " _ ~ i ~ - - ~ - ~T E~~ I i f = _ 4 \i-~~ - '380 ~ I ~ - ~ ~ , CB r ~ ~ ~ driveways, roofs, paved storage areas, etc.) 11.33 21.2 240.20
r 1 I' ~ , i ~ r ~i, l i f r i I ~ ~ i L - r ~ ~"za ~ I ~ , \ , , Tota I 27.45 257.82
I ~ r I ~ ~ ~ ff , ! i r ~ ~ ! ~1 r r ~ I ~ i' l r r l i l ~ ~ l / .~l ~ / ~s. 10 . ~ , , - ~ \ ~ ~ _ ~ p CB o ~ , ~ Average for Site 9.39
r~~ r r' ~ I ~ f j ~ O ~ ,i / , I i 1 ~ r ~ r / i r ~ r r l ' ( l ~ ~ ~ ~ r ~ ,.4~ li r CB I ,15) ,r. ~ CB h.
r r rr t l 1 i / l l _ r r!1 r 1 I ~ r ~ r r r / I I ;l ~ f l / / r r I I / - ~ a ~ CB . y % % i -r CB ~ - - , ..I - ~
r i r I ~ ~ 459: ~ I ~ r ~ l I;-'~ ,j. ~ / ~ rr ~ / ~ I ~ / • i l ~ ~ ~ o r ti, Aso \ Buy Down to 3.6 Ibs 3.6 I bsla c/year = $52,469
r r r ~ ~ I l r' r ~ I 1 / f I / r / 1 ~ ~ r EXIST,- , , , i ~ ~ ~ ~ ~ ~ i I I r i ~ r 1182 ~ ~I ~ 4$8 67 32. :FEE" , ~ - I 435, , ) I .r_._. -~l. _ FF'E~ 464.25 150 - ~ , I - 468:7 ~I I 1
CB r r r ~ 1 , r ` r ! % r r ~ ~ / r r I w'. r 4~ r r r FES / f I ~ X65 I - - ~ I _ ~ . ~1 w I C6 ~ \ ~ ~ , With Wet Detention Pond (10% EE PROTFCT19N ~ `"1 id (10%) Removal = 8.45 Ibs/ac/yr
r / ~ r r r r ~ l i lr 1 ~ l l / / Ir ? r r 1 f l / I C~ s. I 13~ f y CB I;~ ; 41,0. F~ L _ - ~ C8 - _ I ~ r ~ FF i ,t ~ ~ 1Q5 I.~70,33 's F~NCE~.(T~P~ ~ ~ Buy Down wlWet Detention Pond to 3.6 Ib , +s 3.6 I bsla c/year = $43,961
~ r r ;l r ~ I I ~ % 1 1, ~ / I lr l ! ~ / ~ ~ r i 1 ~ ~ ! ~ i EXIST. 10x20 UTILITY r r - I ~ iS1 I ~ . : ± r ~b5,92 I ~ ~ FEi , ~ ~ - , t64 , 460.67 ' i ~ _ a.- _ ~ - I d3 I I I .L~ - 148 " - _ ; ~ ~
;~I r ~ FES EASEMENT TYP, r , r r r 1, i I , ~ ~ I ~ r r ,r ; l ~ 1,33 ~ - 410.3 ~ FFE~ ~ I ~ _ , ~ 134 - - - I Y
` 1 - --I ~ r i ; _ cr~~ - - -.I -1 rs2 _ ~ a>a - II ~ .rrc.~ - _ ~ rA ~ ~ , ~ \ ~ \ ~ NOTES;
~ ~ i /,4~ i ~'1~ ~ 431'3 \ ~ ~ FFE ' ~ ;i ; J/ i ~ ~ ~ \ ~'~f I { 43. FFE I ; .>63 1 ~ ~ -I~ 1 ~ 4f~:5>~. _ , , . ~ 3 r ~--~9 s / 1462.33 14 1.,, 1 ; 47 .OQ• I r ~ r ~ I _ 4 3. a 184 0 ~ DI ~ ~ y ~ I ~v ~ ~i~~ ~ ` 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF + ` DETAILS, REVISED JULY 1, 2004.
I J 1 ~ , ~ 44Z , ~ ~ I' , 443 \ I . , , ~ 444 O , , 1-,--- DI - + ~ ~ - ! ~ 473 TY OF RALEIGH STANDARDS, SPECIFICATIONS AND
_ ~ ~ I , I J ^ ~ 448 ~ I J;11 ,1- ~ FF• - FF . ~'E,, .I' ~,r..,.r, i E -FFE= 1. t3~ r ~ . I - - r r` ~ D ( r ~1 I IS3 , , 47 0.1 ,4 - _ ^ - _ 469,2 ~ ~ FFE FF , 462.33 4g 5~ r _ I 162 I ~.2 _ 4a l '1 DI ~`r~' = \ F ' ~-~.01 - 6~'' 2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE - . GRADE. HAVE A RIM ELEVATION ONE FOOT ABOVE FINISHED
i J i ~ ~ i ' _ '449 1 ~ ' - J 1 1 y J , ,I , / I 4g0 i~ ~ ~ ' 1 1 1 L i ~ - I I 47 l00 I ~ .001 I ~ - , 5 ~ _ DI r 12 I DI - , ~ i CB _ ' 3. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES CTURES DURING THE LIFE OF THE PROJECT.
J J ~ 11 l - 2 '1 t ! ~ R~ ~ ',I~ I~ r l t ~ ~ _ ~ ~ JI J I l ~ 1 Z /~r _ i ~i i - - - CB - ( r ~ - _ ~ , I ~ _ _ L FE 469 - l ~ ~ 1 r 5 00 CB ~ ~ , 4. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSAR ~sl EROSION CONTROL MEASURES. CESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO
1 - I FE i ~ r..f w ~ ~ 1 1 , , r , 11 ~ ~ ~ j , 1 FED I •i I ~ ~ ~ ~ ' a, 12 1 1 ~ ~ ~ ~r` - ~ r ~ ~ r 1 ~ r 4. 71 88 I ~ A74. i i t13 ' ~ ~ 113 ~4~ i i y ~ 5. ALL CATCH BASINS SHALL BE PROTECTED PER TOC STD. 4.14 UNL may`, ~ 1 6. CONTRACTOR SHALL VERIFY LOCATION OF ALl EXISTING UTILITIES P _ 14 UNLESS NOTED OTHERWISE.
i r r ~ r 1 n i IF i • I - FFE 0 FFE ~ . , ~ - 'r~ ~ ~ u 1 t6t I ~ r - 0,67-~~ ~ 1 I 47 I - w , ~ , , 4650 0.67 145 - I ,FFE- i I + , 1 ~ M - FFE= - r 1 r ~ I , - .a. ~ 1 1 l ~ 47a.33; +14 _ ~~t~'" 4 qc~ ' ' EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABL + ~ ~ ~ . ~ , L AS APPROXIMATE. _ITIES PRIOR TO CONSTRUCTION. LOCATION OF
J , ' / \ 1 FFE / - ~ / r 9n , . , F , , ~o ,'5,5.00 I - - ( 1,476.67 I ~ 14 _ ~ ~ - - - ~ l r VAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY
, ,o . F_FE- ~ i J ~ ,J/ _.196- ~ ~ I , I 455.00 L , ~ ~ ~ - r fi .6 I CB . N 18 r FFE + a ~ I 1 - - i ,FFE FFE= r % I 1~ ~ pp ~ ..FFE= _ ~ ~ -465.0 - r 4'12.3 r + 7 . 160 I ~ ~ :.I FF , 476.6 1 V V = 7. TOPOGRAPHIC INFORMATION FROM SURVEY BY WITHERS AND REVEN v 4,74.33 ~~~s - I ` ri a _ g, CONTRACTOR SHALL CLEAR FOR PIPE AND CONSTRUCT PIPE. CON ~ ~ I , ~ , ~ ~ ' SEDEMENT BASINS AT PIPE ENDS ANO DIVERSION DITCHES AND TH ' F~~ ~ ~ ~~~1~~'" 9. IF STORM CF20SS DRAINAGE CAN NOT BE INSTALLED PRIOR TO GRA 474.33 i ri6 ! ~ g _1y~ ~~~,4, b I,~~ ~ ~ ` VyET WEATHER CHANNELS. REVENEL, INC.
J l 1 f ! ~ J ~ i r I tl I I / / / 459 ~ 1 i h l ' RR ? ~1 ~ 1 ~ ~ J ~ ' CI.r I ~ .r O / l ~ ~ FFE- ~ ~ ' ~ I ~ .1.44 i !rr r - r , ~ . I I ik ~ r t _ ~ 134 ~ ~ ~ ~ ; 8 ~ DI ~ 1 ~ r CONTRACTOR SHALL INSTALL SILT FENCE AND
? Il ~ ~ ~ ? - f _ - t9S~ $3 ~ , ~ 459, ~w , ~ J Ir r ~ / FFE '~{I r 1 ~ ' ~ ~ _ _ ; ~ cc FFE s I , , DI - I ~ i r F = =1 ..r FFE;. br FFE _ v ~ 478.33 ; I r ~ I ~ F E FFE '158 ~ I _ I 119 F. ~ ~ kND THEN BEGIN GRADING ROADWAYS, TO GRADING, TOC STD. 4.11 SHALL BE USED TO CROSS
, ~ ' • ~ , -1 x9.83 ~ , ~ , , 1 - 4~_ .FFE EXIST ,f - , I Il r r " 1 , I J I~ . y ~ 4.50- , / 59 _ ~ ~ ~ / ~ ~ ~i ~ - .474,00 478.33. t t~ ' 1 ! ~ , 466.7 ~ 474.0 ~ i -1 I , , 40 , ~ ~ ` ~ - 10. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED I a~4. ~ SEDIMENT INTO CREEKS.
CB . i~ ~ ~I i ~ J , ti 194 ~ FFE - CB - ~ FF C~ i t ~ . - - ~ - r F - I ~ - - ~ FFE= - ~ " FF ~ - _ 14 8?33 I (F I F ( ~ i i k 'FFE= - ~ ~ _ E r 1 f _ !F~_ , 1CTED IN A MANNER THAT DOES NOT ALLOW ANY
I , 4~~ M,.~.. ~ 193 FFE- J , ' - _3 r, 1 / IJ ~ ~ ~ r r` ~.6 , r I ~ f 1 I r I I~, J r i, _ _ _ , r r 141 - • ~ .3 I ~ ~ F , I 1 475 - 418.33 1 - _ 46 47 157 , ~ ~ ~ - 1 f ~ 1 ~ 4 6.67 'Mr- I 1 ,I . N~ _ CB ~ ' 11. STORM WATER DISCHARGES INTO AN UNNAMMED TRIBUTARY OF KIT OF KIT CREEK.
J , , 4S3 - - ' ! I 4S4 ~ I i J I ~ ~ - ~ I 190 ~ 1 I I 142 ~ rw ' 4~ 118 ~ .I ~ ~ ~ , ~ _ ~ ' ~ i ~ ~ J 12. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING CONSTFc 4.12. :ONSTRUCTION IN ACCORDANCE WITH TOC STD. DETAIL
1 , Ili ~ 4~ ~ ~ , CB t _r / r ~ I ~ f r- - ~ t ~ . / g i c,~ CB r~l ~E~~ ~ ~ 13. CONTRACTOR SHALL PROVIDE RIP RAP UNEO TAIL DITCHS AT THE ?T THE STORM DRAINAGE PIPE DISCHARGE POINTS AS
r ~ ~ I, l , ~ I I ? 1l 467 - ~r 480 i ~ , ~ ~ CB - 24+00 , ~ 0 ~ , ~ 1 . o t +0 I . CB _ REQUIRED TO ENSURE POSITIVE DRAINAGE. +oo n,+o + 5.9 ~ ; , ~ ~ 14, SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS.
' I ' ~ r ~ r ~ : 1 .ht, 1 , ~r ~ ~ ~ ~ "1 , + i r ~ _ C8 I I 1 1 f ~ ' ~ i`- ~ ~t , I I I f 3 ~~~~`O i' ~ r ,~o~~)'?~S•d~~ ~ ~ 15. THIS SITE IS I~QL WITHIN A FEMA MAPPED 100 YEAR FLOOD PLAIN. PLAIN. REFERENCE: FIRM MAP 37183CO280 E, DATED
~ , ~ 1~. ~ ~ , + r 1 ~ 1 5 1 ~ '*'-1- ~ • \ MARCH 3, 1992. CB o ~ ~ ' . 16. A PRECONSTRUCTION MEETING MAY BE REQUIRED FOR THIS CONSTR
I I ~ r 11 ~ I~ ~ I c: f" ~ _ - i ! ~ r 1 r ~ - ~ , i I ! - CB 1, ~ I t I • ~ _ ~-1.... - r~l I , ~ 1 ~ - ~ I I 1 ~ j ' ~ ~~i 3~` ~ 17. PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN 15 91 s ~ ' / ~ WHICHEVER IS SHORTER, PER TOWN OF CARY REQUIREMENTS AFTER CONSTRUCTION. IN 15 WORKING DAYS OR 90 CALENDAR DAYS,
.i'' JJ1 ; , 1 r ~ L VLF , 1/ i ~ r f r / _ ~ 1-' 1 I ~J l 1. .r x • ' • CB 1 I I , ~ I. " 1 I (JI 1 ~ 1~ ~ I ~ _ - - •.I ~ ` l 1 5 ~ I 1 l., 1 FF 1 I ~ ~ ) CB , ~ , ~ t EE l • +r /L I I I TE S I 1 1 I •j~ ! 7 j 1 1 1 .1 I I 1 ~ ~ ,1 N 1 ~ , i ~ ~ 91 CB F~E = 18. TOPSOIL SHALL BE WASTED OFFSITE OR IN FILL AREAS AS SHOWN, AFTER CONSTRUCTION IS COMPLETE.
I, l - 14'59.33" ~ 1 I' I ~ I I 1, ~ l I 1 i I 11 r l ~ ~ 1 1 ~ , I I ? ~ ~ { ~ ' ` t ! I , ; :~r '1 , 87 r ~ ~ 901 ! f ! } I j i ~ ' j ~~r81 I I h CB ~ , ~ _ - 2 ~ : : C6 cos X477(.33` ~ ~ ~ 19. TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED P L. L~ r ' SHOWN. :CTED PRIOR TO ISSUANCE OF A GRADING PERMIT.
I r 1 ~ ! ~ r I ~ _J ( , I r~ ~ 11 I I r- CLJ ~ i ,r - _ r 1 l l I 1 E• I I f 1 I ~ = I' _ _ r 1 ~ , ~ rI , ~ I - _ - _ i 1 , ~ ,r 1 ~ I CB - I ~ 78 1 J~ ~ r _ - L_ ~ _ 1 ~ y" ~ - ~ FF - \ s 1 - ~ _ E- FFE ~ FFE r' ~ , ~ FENCING SHALL NOT BE REQUIRED ADJACENT TO AREAS WITHOUT X8.33 4 83 a~BE. 3 ~ ~i ion ; 4~i~7~.3~ ~ 20. ALL CATCH BASIN HOODS SHALL BE STAMPED "DRAINS TO CAPE F ' ~ - ~ x', ~ ` ~ 21. ALL CUT ANO FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS 1i ~ I GRADING OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. ANY I + ~ \ t WITHIN 30 DAYS. FHOUT WOODED VEGETATION.
I 0.0 3 - 1 ,I 1 ,I I, 11 1 I I , Ff~ 7,t ; _ 1 ~ ~ 11 ~ FFE= - FFE FFE= 4 8.33 78 79 - 1 ~ , J _ FE- 0.67 7 . 7 478, 1 ~7 ~ FFE- F E 4 8 3 75 ~ ~ ~ : ( ~ FFE FFE ; 0.67 - - I _ _ _ ~ 481.33 .67 4$0.87 ~I 1.33 r 481.33 81.33 481. CAPE FEAR" WITH 3/4" HIGH LETTERING. DAYS OF THE COMPLETION OF ANY PHASE OF
r I ! , , l ~ ~ ~ _ ~ . FFE I ~ ~ ~ ,.FFE , FE= ~ ~ I 1 FFE= ~ FFE=l ~ '1. ~I r ,V , FFE s 1 1 0. 6 e ~ 1 ~ r 6 1- i , 1 465.00 470.6 ~ ~ 1 I I I I ANY INACTIVE DENUDED AREAS SHALL BE STABILIZED
I ~I • r r . ' 465.: r , ' ~ FFE - - 463.67 465, 3 - 1 ~ ~ .7 ' ~ ~ ~ I ' , , ~v, 63 6 r I ~ ~ - I . I 1 I 1 i ~ ~ 460?00 ? ~E I ~ I I ~ ~ ~ .I. ~ 4 ~ ~ , • v ~ I r I , 1 I ~ I _ ~ • 465.33; ~ i I 1 , 1 - ~ _ _ ,~3 7.3,3 ~ I ' ~ ~ i 4 , I 1 ~ ~ ~ - i r m +~d ~ n t i~•~ ,1 22. ALL STREETS ADJACENT- TO THE PROJECT SHALL BE KEEP CLEAN ~ ~ I~ ` ~ i ' R~ REQUfREO. LEAN AT ALL TIMES OR A WASH STATION WILL BE
f~ ~ 1 45933 i ~ i ~ I ' ~ t i ~ I I i + , I I - ~ I I I I f, , l I ~ , I I 4_ , I - ~ ~ ( I 46' I r I . Ce i ~ _ ! ~ ~ L ~ DI 479 ~ ;x. r 484 I ~ - r 1 ~ ` 47$ ~ - ac :~-~r :x~- .-ar- • \ 1
' f I , I ` _ I I r I?1 i r Ij ~ ) r ~ - I ~ \ ~ ~ - - D I i ~ ~ I ~ l I ~ ~ ~ ~ 462 - - I DI r f ~ ~ 11 ~ , ~ - - CB _ _ ~ _ ICS.=. , -e y" , _ ~ ~ ~ ~ I ~ ° 23. THE PROJECT MEETS AL.L REQUIREMENTS RELATIVE TO BEST MANAG #x"- ' DI ? ~oi'~'~~• 3 WATER CONTROL STRUCTURES AS OUTLINED iN THE TOWN OF CARY MANAGEMENT PRACTICES AND ENG`NEERED STORM
I , I , , I , ~ ( r ~ r .Wl ~ r DI ' % . ~ ~ . ~ ~ ~ 10, PART 3. f CARY UNIFIED DEVELOPMENT ORDINANCE CHAPTER
. , t; 461.33 FFE= ~ ~ ~ ' ~ t ~ j. I I I , I~ ' ~ 1 7 r' r ~ 1,. / I ~ 461.6 ~ ~ - •-T 1 t:tlC_ ~73 ~ 7tj I ! , ~ 41 ; I . DI ;1 .489 - 474 ~ ~ ~ i ( - 480,33-~ + ~ 24. RISER STRUCTURES MUST BE ON SITE BEFORE GRADING PERMIT IS I EMIT IS ISSUED.
' ' 88 '149 f ~ ~ t 'v 1 , r ~ 1 , , ~ ! J ~ r / ~ r I 1 D I ~ I f ~ V I i f ,1 J I• 1 DI ~ ~ ~ I ! ~ , FFE- ~ i , ; ~ I r = FFE= ~ _ ~ ~ i - . FFE ~ ~ FE= FF - FFE FFE ~ ~ ; , FFE 4.33 48 ~ - _ I 47 ~ 85,33 484. r ~ I ~ FFE t 85.33 ~E~ E~ ~ % _ . ~o+~,_ ; ; 25. THE BUILDING RESTRICTION FL00~ LINE (2' ABOVE THE 100 YR FL 4g~~3 x•33 ~ ' ~ ROUGH GRADING HAS BEEN PERFORMED AND BEFORE THE FIRST BU I ~1 9 ~ ~ FFE= / ~ ~ YR FLOOD LINE)SHALL BE STAKED IN THE FIELD ONCE 'IRST BUILDING PAD IS STAKED.
I rl 1 r .I. I F E - _ .r r ~ r 11~ II ~ ~ ~`I)' I I ~'1 ti 11 r~ I I EXI T. I GAB ' , ~ FFE , , S _ 4fit,3 79, , ~ , ' 4 3.. 7 5.33 485.33 485.33 485.33 _ ! ~ , I I ~ ~ I 48 33 1 I ~ 1 ~ , ~ , ~ 483 _ ~ _ ~ - ~ n ~ ~ r - 490 _ r _ r r ~L - l 480.3 'I ~ _ 4 ~ ,{~j = ~ _ 100 ~ _ 1 \
} ~ ~ • ~ ~ a 1461.67 ~ ~ ) I CB f I I ~a,. , 87 1 ~ I ~ I , a5S ~ ~ ~ , a-~ , 1 , FFE3 1'FI FE ~ , • - ,i I \ r - i I 44 I` ~ ;46 ~ 'FFE- ,r- FFE ( - I I ~ r 51 4a 476,413 - 1 ~ _ 53 ~y _ = 476?~0 _ .55 r S0 L J E ~1'FE 474.3 ~ I ~ 11 / 47.3 s4 52
I ~ ~ FF I I ~ ~ I r - ~ + ~ ~ r~E 471.E T 471 r I I I _ . FFE f~ 1 r ~ r FFE»» 1 ~ _ `I 47 .00 470.00 , _ IIr 1 FFE I r=-- 1 ~ - 470.00 _ - 1.~T 71.81 - ~ y ~ ~ ~ 4 r~ , I r ~ ~ I , ` r ~ ^ J ' '1 I 1 Ir ~ 1 f ' i . ~ ~ t ~1 \ 0 - ~
r ! I I ~ - 7 11 t• I ~ r I r l l l ~ 3,Q0 7 ~ ! , I/, 461.6 i r ~ 62 I r ,f1 ' ~ ~ I ' ~I , ~_f 'B4 I I ~ 661 I , ~ r-, (1 I M i~ I ' I I E ~ I - i r az 1 61 60 ~ I - 1 I ~ I ~ I `ti ~ ' j 1 I i I \ N ~ ' ~ F -
~ ~ IIr 'l. I ~ 11~ 1 ; I r { 1 f ~ I ~ 1 1 1 ~ I/ r 'I ~ 1 i J Q ~ '1' I b3 I r f I / F 1''- Ct~ ~ ~ I . l - ~ 1 ss I ~ ~ r r"" I ~ j 1 f 1 ~ I ~ ~ ~ ~ I• i ? ~ i i CB •r I ~ I ~ : +00 ~ 9' CB . - s ~ asa. 3 ~9+00 , JB9+ 7. ~ ~ r ~ y ~
+ I I ~ - s ~ i 1 1 1 i ~ l 4 r~i - i 0 X3.0 c_ . ~ I I - i i ~ ~ 1 . f y . ~ I
1r , _ _ _ ~ 1 ? I I -r I - CB _ 1 1 + ~ I t g+o ~ ~ ? ~ 1 0 ~ _ - - -
I 1 ~ + w III I I S - . 1 _ x~ ~ CB'
I ~ + 11+OQ ' Z I \ ~ ) r~ 1 1 I T G 1 ~ , Q I I 1- I ~ I ~ I t t 1 .I I c~ 1 I r - 464.6 _ ~ , i ~ , 1 i r 1 ~ I E J ~ CB ~ ~ ~ 97~ \483.33 ' ~ . ~ \ mo
r I l ~ ~ 3 I, r r 1 1 , I f I ~ , ~ r' l f i ! v i I I ~ ( ~ ~ r~ 41 i i 1 r~ ~ 38 4 ~ i r, 1 38 \I - 1 i - I 1 I r ~ ~ \ 34 36 - i ~ ~ f r \ 1 _ - 37 I I I { ~ I ~ r X33 36 I ~ I • ~ 41 4 j r ~ I ~ . ~ ~ ~ 1• F_l'a ~ \
..J I , r CB I w ~ i ~ ~ ? i Q I, I I - ; i 1 ~ ~ r{ I , ? / FFE- r _ _ ~ ~ : I - ; I , 1 1 I 28 ,~p - 30 1 1 , r ~ ,26 ~ ~ L 1. _ ~ L - ~ ~ I T" ~ - I I ~ , 1 _ _ = F . FFE FFE- _ _ ~ 4~ C6 ~ • - I TREE PROTECTION
. _ r " ~ 1 I : I F S I + PRIV T I ~'ti ~ ~ 6 / I I I f 1 I ' T, _ ~ _ ~ _ \ FFE E FFE- FFE I II ~ I ~ F'FE- FFE II ~ 48 .33 2 ~ fFE ~ 4 .33 ~ 84.67 1 t T E_ ~ 4 :33 4 5.33 .33 484,6 484.67 4$q 0 ~ FF 85 $ ~ , _ = E ~ FFE~ ~ , `.FENCE (TYP.) $4.67 4g~~4.57 484! 67 FfE= , + gy~485.00 ' i I I` ~
r 1 ~ ~ / I., t ~ ~ I ~ ; ;1, ; ~ ~ ~ ~ - ~ ( 118 19 I I 17 2t I ~ _ s _ \ FFE FFE 4 .33 ~ 19 1 ~ FFE - FFE FFE 8.33 ~ . 1 . 84.33 I 1 ~ _ ~ FFE= FFE ~ • 1.00 482.67 482,6 1 = X48 ~ FFE 78.33 481,00 ~ ~ I ~ i i~ ~
CB , t4 I , ~ I I ~ N I I I I ~ r.. I I 1 , I ~ I~ I r r o III - ~ 466,33 ; I ~ _ 77.67 479.3 477.67 , _ _ FFE FFE= I 1 1 48 1 1 _ L _ J 483 473r~D0 , 1 ~ ~ _ - ~ . . ~ , 4800 -
N ~ I I I , t t - ' ~ - - - _ FFE 47; r , ~ a ~ FFE= - ,1, / , ~ FF = FFE= 471.33 47,,1.33 I I r ~ r 1` ~ ~ ~ r I f ~ I 468,00 '~8. I r , I 46 .3 6,33 i i 473. 4 3.00 ~ _ '.1.33 ~ ~ , L_ I - 1 - -
~ I r r ~ 46 ~ ~ I r fl I ~ i a y p , r l / FFE ,I' I , I , I _ I I ~ I I r ~ ~ I 466.33 r - '0 I ? _ J J 1 1 ' ` J 1 ~ r - ~ M~) ~
I I I 1 r r~ I ~ I I 4 , ~ ~ I I - ~ _ J i I I? I 6~ , i I I 12 ~ ~ I I ~ 4 i ~ 7 CB ~ ~ , r~
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NO. ReVIS1011 Date B Designer Scale
JEW 1 60' o Drawn By Date Sheet No.
GLENWOOD CROSSING GR kV N
N RSM 03/01/2006 LO Checked By Job No. GRADING PLAN WITHERS RAV
ENGINEERS I PLANNERS I SUR 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] SURVEYORS
RALEIGH DLP 205274.o Y WAKE NORTH CAROLINA 919-467-6008 www.withersravenel.com 11 -1
i

/ ' y. / /
1 ~ ! ~ FES 1 &FES 8 STORE f ' 1 U stream Downstream U trea Inlet U t I 1 m ream nlet tem ~ES 8 STORM DRAINAGE PIPE TABLE . _ . _ CB 418 CB 42 STORM DRAINAGE PIPE TABLE - ~m Total S stem Full Pipe Ler th Slo U Cream Downstream Velocit Upstream Downstream U Cream Inlet U stream Inlet S stem Total S stem I NOTES;
r' / ~ 1 / i r ~ ~ P._. _ _ Ps Sys Total Sy / ~ , / 1. _ Structure Structure Area acres Rational Coer'ficlent Intend inlhr Flow c / Y ~ ` CB 9 FES-8 0.20 0.9 1.3 , ~ ~ ':r , ~ ~ _ I 0 7.22 1 Y ~ Y Ful L Slo _ r _....._._....._._Y_.. y PI a en h U team Downstream Veloc~t inlhr Flow cfs Ca acit cfs diameter ft °!o I rt _ p.,........._._ P _ 9~, . PS ( ) ( ) P Y ( ) O O me (ft} Invert (ft) Out (ft!s) fracture Structure Area (acres) Rational Coefficient Intensity (inlhr} Flow (cfs) Capacity (cfs) diameter (ft} Invert (ft} Invert (ft) put (ftls) 2 1.31 13.36 15 inch 76 2,63 437.75 430.50 107 CB 42 CB 41 0.12 0.85 7.22 0.74
, / / ! 1 1 ~ + ' - - I JB-4 CB 3 0.00 0.00 0.00 49.51 / / r y ~ CB 3 F 1 ~ ~ f ~ \ ES 048 0.60 7.21 51.5, 4.51 15 inch 23 0.50 446.93 446.82 1,06 49.50 105.71 30 inch 70 fi.64 430.47 425.82 10.08 CB 41 EX FES 0.29 0 72 7.19 2.25 6.49 1 i h 5 nc 58 101 446.82 446.23 1.84 I 51.59 76.31 36 inch 55 1.31 425.22 424 50 7.30 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS, SPECIFICATIONS ANO DETAILS, 2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION ONE FOOT ABOVE FINISHEQ GRADE )ETAILS, REVISED JULY 1, 2004. ) GRADE.
/ / / 1 11 ' 1 ~ ~ i ! / 1 ~ C; ~ ~ .,7 1 ~.f1\1111 / / l 1, 3. CONTRACTOR SHALL MAINTAIN ALl EROSION CONTROL STRUCTURES DURING THE LIFE OF THE PROJECT.
i l V t \ NRB IMPA T C S, 4. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO ENSURE ALL SEDIMENT IS DIRECTED INTO ERO I 5. ALL CATCH BASINS SHALL BE PROTECTED PER TOC STD. 4.14 UNLESS NOTED OTHERWISE. ITO EROSION CONTROL MEASURES.
ZONE 1 7 736 SF . . r, 6. CONTRACTOR SHALL VERIFY LOCATION OF AlL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING U STREAM IMPACTS #1: AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. STING UTILITIES SHOWN ON PLANS IS BASED ON BEST
' ~ - ZONE 2 = 4 4 F 4 0 S • ~ ~ _ , ^ ~r
X445 . _ - ~ ~ ~ • ~ 115 LF 7. TOPOGRAPHIC INFORMATION FROM SURVEY BY WITHERS AND REVENEL, INC. 8. CONTRACTOR SHALL CLEAR FOR PIPE AND CONSTRUCT PIPE. CONTRACTOR SHALL INSTALL -SILT FENCE AND SEDEMEN ANO THEN BEGIN GRADING ROADWAYS. EEDEMENT BASINS AT PIPE ENDS AND DIVERSION DITCHES
- . o RIP RAP APR , oN - -
ti ~ ~ . . _ EDO I~EAD1~ ~ 9. IF STORM CROSS DRAINAGE CAN NAT BE INSTALLED PRIQR TO GRADING, TOC STD. 4.11 SHALL BE USED TO CROSS W ZONE 2 IMPACTS: 10. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY SEDIMEN I 2,112 S.F. 11. STORM WATER DISCHARGES INTO AN UNNAMMED TRIBUTARY OF KIT CREEK. ROSS WET WEATHER CHANNELS. SEDIMENT INTO CREEKS.
/ / ` 1 ,ter-•'~ '1 1, ~ 1 1-- ~ \ O 1 , ~ 'H ' ` . - . . _ _ _ ~ ~ % ~ mss- _ ~ - - ,DOUBLE 48 RCP 3 .FRJV . 0 A.TE, M'•,
f 1 , 1 1 1 i ~ ,I 1, ` . CULVERT 1~Al1VA ,A ~ . _ _ 6 EM ~ 0.05 AC. 12. ALL STORM DRAINAGE PIPE SHALL BE PROTECTED DURING CONSTRUCTION IN ACCORDANCE WITH TOC STD. DETAIL 4.12 13. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHS AT THE STORM DRAINAGE PIPE DISCHARGE POINTS AS REQ . ~,l'~,~~~ 14. SEDIMENT BASINS SHALL BE KtPT OUT OF WETLAND AREAS. AIL 4.12. kS REQUIRED TO ENSURE POSITIVE DRAINAGE.
1 l ~ ` 1. ~ - / f 1` \ 111 ' 11 ~1 ~I ~ " _ . _ _ _ _ _ _ - _ --~.J - . - _ , _ _ r _ _ _ - - ~ r _ _
, f 1 1 1 1 1 _ 1 1`, I - 1 ~ , ~a~ N~u~ - - _ , _ ~ i - - _ _ _ - - - - ~ ~ ~ 1 P R-.. , , l.a _ - ~ ~ 1, ti a~ N~USE. RI IN-.B FE _ 15. THIS SITE IS WITHIN A FEMA MAPPED 100 YEAR FOOD PLAIN. REFERENCE: FIRM MAP 3718300280 E, DATED ~ 16. A PRECONSTRUCTION MEETING MAY BE ~E4UIRE0 FOR THIS CONSTRUCTION. NTED MARCH 3, 1992.
r ~ ` _ , - ~ E S~D-E~ F ~T E~lfi - ~ '`~~~'\~'~s~ 17. PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WFiICHEVE 30~ PRIVATE STORM AFTER CONSTRUCTION IS COMPLETE. IICHEVER IS SHORTER, PER TOWN OF CARY REQUIREMENTS
EXIST. 1 , 1 - , ~ - 1 1 \ ~ f f~ 1 1 11 1 1 1. f 1 l _ 1 t \1 t ~ ~ _ _ - C A NEL .r ` ~ '
~ ~ f \ rl 1 \ ~ - - ~ - - IMPROVEMENTS _ Q L. . . ;_~gso~3RAINAGE EASEMENT 18. TOPSOIL SHALL BE WASTED OFFSITE OR IN FILL AREAS AS SHOWN. ~ ~ 19. TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF A GRADING PERMIT. FENCIN FENCING SHALL NOT BE REQUIRED ADJACENT TO AREAS
4 ~ - . ` WITHOUT WOODED VEGETATION.
-IA _ , . _ 20. ALl CATCH BASIN HOODS SHALL BE STAMPED "DRAINS TO CAPE FEAR" WITH 3/4" HIGH LETTERING. > ~ 21. ALL CUT AND FILL SLOPES SHALL B[ STABILIZED WITHIN 15 DAYS OF THE COMPLETION OF ANY PHASE OF GRADING 0 / ~ ANY INACTIVE DENUDED AREAS SHALL BE STABILIZED WITHIN 30 SAYS. WING OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER,
\ \ 1 1 1, r _ _ ~ HW _ ~ i' 26 ~ • 1 ,
. . r ~ . . \ \ I. ; 1 . ~ ~ ~i~' \ 1 V~iL 'R. . , ' ~ 22. ALL STREETS ADJACENT TO THE PROJECT SHALL BE KEEP CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIR - - 23. THE PROJECT MEETS ALL REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORM WATER REQUIRED. WATER CONTROL STRUCTURES AS OUTLINED IN THE TOWN
EXIS , 30 SANITARY 1~ << ~ Ic"~"' • _ kr_ ; \ \ 1 .1 1~..- ~ ! - i S R EASEM N T . - E \ 1 a ~ r ` / ~ ~ ~ / / ,,.rte fir,. .x 1 1' ~ l ~ 1 , ` / OF CARY UNIFIED DEVELOPMENT ORDINANCE CHAPTER 10, PART 3.
v 1 x 1 ENC M 1 P 4 1 ` I 200 , G 590 _ ` ~ 1 ~ ~ ~ ' - Ir' { ~ ` , ~ \ 24. RISER STRUCTURES MUST BE ON SITE BEFORE GRADING PERMIT IS ISSUED.
~ I ES , _ s LEVEL S READER ~ - r. f , ~ _ Y ~ ~ _ 25. ALL STORM DRAINAGE PIPE UNDER ROADWAYS AND RETAINING WALLS SHALL BE CLASS III REINFORCED CONCRETE PIP - i - - - - -BRA~P4AGE-R.IRE_ NOT UNDER ROADWAYS AND RETAINING WALLS SHALL BE HOPE UNLESS NOTED OTHERWISE. :TE PIPE (RCP) UNLESS NOTED OTHERWISE, ALL STORM
\ ~I ~ I, II EXIST, 20 T RM ~ ~ _G ~ ~ ~ S0 r w 1 ~ ~ ~ - ~ • , , t,, , ~ , ~ / ~ FES ~ ~ ~ i ~ ~ EXIST. 20 CITY OF RALEIGH SANITARY
< DRAINAGE EASEMENT , \ ~ 1 `1 1 ~ I \ I 1 ~ I v r• ~ SEWER EASEMENT (BM 1996 PG 664) ` ~ I Upstream Dovnstream Upstream inlet Upstream Inl t FES 43 STORM DRAINAGE PIPE TABLE stream Inlet System Total System Full Pipe Length Slope Upstream Downstream Velocity.
BM 2001 PG 590 1 1 ~ ~ - EXIST. CB 1. , ABAN ON IN \ D ~ SWCture Structure Area (acres) Rat oral Cceffic nt~ I 0869 CB BB 074 0_71 .nal Coefficient Intensity (in/hr) Flow (cfs) Capacity (cfs) diameter (ft) (96) Invert {ft) Invert (ft) Out (ft/s) 0.71 7.22 3.82 10.97 15 inch 215 2.88 475.45 469.25 3.23
. 1 PLACE \ 1 1 . f ~ ~ - - ~ - ~ V~ - ~ y CB ~ . , ~ , ' ~ ~ - - .r-~4 ~ ' ~ ~ ` DOUBLE 48" RCP CB 68 CB 67 0.53 O.Bfi ~ CULVERT oB~ a;e o:;5 o:sa 0.66 7.12 6.28 7.49 18 inch 61 0.51 468.90 468.59 3.65 0.76 7.08 6.95 7.36 18 inch 26 0.49 468.49 468.36 4.61
EXIS „ 1 y ! I 1 II ~ j 9 .1 , - - --NCO _.HE-AD~A ` . . / ~ ~ ~ j~ ~ INV. = 429.00 ~s ~ a ~ 0.03 0.85 ~ ~ oi~a an oia o.se 0.59 7.22 0.64 2.73 12 inch 193 0.50 479 45 478.49 2.12 0.95 7.06 7.13 17.03 18 inch 124 2.63 468.26 465.00 4.53 0.58 7.22 0.55 2.73 12 inch 101 0.50 471.55 471.05 210
y . ~ C~ j 111` 1 ` / ~ - 1 y 1 I ~ _ ~ , ZONE 2 I PACTS. . , J / \ ` ._...~w....._........._~_..~..,_~._____~__.~,..._____,._r.~_._,.._._,~ p78B DI 78A 0.08 0.62 0 62 6.97 1 01 5.63 12 inch 105 2.13 478.39 476.15 2.36 0.48 7.01 7.73 17.79 18 inch 136 2.87 464 90 461.00 4.78
y y ~ 3 ~ _ - - - ~ ? I 1~ i y - M I I ~ , 1 - _ + ! ! ~ ~ ~ 1. , . - _ . 3~8 F it _ - f ~i _ _ .M . ? ~ C VELOCITY DISSIPATERS : °'es a~ °,B DI 77 0178 0.05 0.71 ~ ` d 76A OI78 0.07 089 0.71 7.08 0.79 2.37 12 inch 168 0.38 470.95 470.31 1.66 0.69 6.90 1.34 12.20 12 inch 15 10.00 476.05 474.55 9 09
• r. I , - 0:45- AC.._.- - , _ _ _ YARNING w;qC ~ _ . , ~ q REE-FRO-T~C~I ON _ , ~.0,~,~ OUTLET CLASS LENGTH WIDTH THICKNESS a~ a~ o,s o.e~ ~ \ ~ ` - DI 84 q 83 023 0.51 ~ NUMBER STONE ~ (ft) W~(ft)~ (IIl) ceeo ce5e o.zo ova 0.67 7.22 0.73 6 70 12 inch 93 3.01 467.25 464.45 2.02 0.51 6.96 8.49 11.66 18 inch 73 1.23 460.90 460.00 7.20 0.74 7.22 1.08 8.80 15 inch 28 1.86 477.28 476.76 1.67
- - ° - DESIGN Y r _ _ - - .r • _ .FE-N-CE TYP. / ,,rl l ~ ~ ~y cesz cesi o~z oeo \ ~ FES 8 A 5 6.5 9 a7ze a~ZA o,4 0.~ 0.90 7.22 0.79 4.57 15 inch 22 0.50 473.65 473.54 1.67 0.67 6.86 2.89 4.95 15 inch 37 0.50 470.01 469.82 283
435- r ' _ - 5~ ~ EXIST. 20 CITY OF RALEIGH SANITARY ore ~8~5 0.,~ o.e~ \`7 FES 10 B 18 10.5 22 D14 °"3 0.28 °.'S 0.56 7.16 1.29 10.03 12 inch 108 6.76 464.35 457.05 2.32 0.75 7.22 1.53 8.38 12 inch 104 4.71 463.45 4585 5 2 93
, 1 ~ I 1, I ~ ~ 1 ~ ~ - I - . . . , i . . , , ! , - • y _ _ • J ~ ~ SEWER EASEMENT (BM 1987 PG 1790) ae3 cesz o.,a osz ce se ce sa o.2a o.77 ~ ~ FES 43 2 36 17.5 27 CB58A 0858 - 0.28 - 073 0.52 6.92 8.96 16.00 24 inch 68 0.50 458.40 458.06 3.70 0.77 7.20 2.42 11.58 15 inch 173 3.21 476.66 471.10 2.45 0.73 7.22 1.49 4.57 15 inch 22 0 50 471.21 ^471. i0 - 1.51 -
1 ~ _ _ - • . _ , r , :f. , . " ) rr 4s F~.~ - .rte" , _ _ . _ _ • - . _ --r C , test ceso o.~s ors CB 75 CB 50 0.17 0.67 0.75 7.19 1.60 4.57 15 inch 33 0.50 473.44 473.27 3.48 0.67 6.83 3.66 4.95 15 inch 65 0.50 469.72 469.40 3.70
I / I ~ I + I 1~ I ( / 7 A \ , I I I If I I r~ ~ j\I p i ~ I~ 1 , r 1 r - , _ , B _ .W.._._:.__. ~ f . _ , f....,, ~ ~ ...._Y _ 4A _ . ~ , - - . ~r,.. 1 . A _ ~ . _ . _ a _ - ti r-- - . 0172h q 72 0.13 0.58 DI 73 d 72 0.11 0.51 CB 82 0881 0.11 0.62 0.58 7.11 1.82 12.20 12 inch 14 10.00 456.95 455.55 246 0.51 7.17 1.92 6.16 12 inch 114 2.54 458.45 455.55 2.60 0,62 6.87 9.37 16.00 24 inch 44 0.50 457.96 457.74 3.78
\ I t r i ~ p f , i~ I r r-- I I ~ I r 1~ r i I 11 I •r` ^ 1 I ( I ri I I ~ ;~I ~ ~ r f r I1 ' ~~7 r/ 1 f' I, ~ , ` ~ ~ ~ _ ~ ~ _ . - r. .r, r_ r 7_ .1 i ~ CB 58 CB 57 0.07 0.95 • 1 ~ ceso cats oas ass 0.95 7.11 4.33 11.46 15 inch 297 3.15 471.00 461.65 3.53 0.75 6.77 5.59 7.43 18 inch 59 0.50 469.04 468.75 4.04
1 , ' I _ 1 I r . I (~j; ,'f ? i ~I ; 1,i i i ~ ~ r i .r. ~ s%. EX S , ; , - I r rR I I I 1 : 1'„ ,V ~ Iii,' . i ; .rt 1 ff~ I ' ~ I is J , Irr 1 + • _""w` _ j,;, I r I ~ ( ~ rn I ~ ~ ` _ - __.r I I it ~ t ,r'.•.._a._•' } I l J' I ~ i I / t' / , ~ 178 _ . ~ ~ r s ~ . , i ~ , 1'~ 50' NEUSE RIP,1RIN BUFFER 0.~2 0.,4 o.e, CB 81 CB 56 0.41 0.79 0.61 7.11 4.34 16.60 15 inch 32 5.63 455.35 453.55 3.79 0.79 6.84 11.56 16.19 24 inch 41 0.51 457.64 457.43 5 76
I r % „I.t l~l y I i I I I (i' t ~j~ ; Ji i:, CB I I I ,I r r f ~ r l ~ ~ i r i 45~ / ~ 1 (r J I i r, I r , r, I , r, j ,111;,; - • i / r r, ~ H~(~ Ali i - ,t"FE.~ FFE~ 12.00 , , , ti , I ~-f, s r FFE;= , FFE~ + - -45.6 _ ~ ; F•FE~ _ FFE FFE ~ F ~ 4. ~ 31 1 ; 's~ I ~ i 3 4,6.33 , _ _ ~ -462:8'2 i ~ og . _ y. ~5~,58 4f1<1.2~ 46 . , - 46 ,8 _ CB 57 CB 58 0.39 0.78 ` (EACH SIDE OF STREAM) teas teas o.,a o,sz 0.78 6.99 6.40 10.90 15 inch 79 2.85 461.55 459.30 9.24 0,52 6.73 6.05 13.94 18 inch 80 1.76 468.65 467.24 3.42 0.51 7.10 5.14 9.31 15 inch 92 1.77 453.45 451.82 4.81
I I ,r ~ I 1 1 I I~ 1 I ~ ~ I I 111111 , ~ I ~ , ~4 9.58 46 .82 - ~ ~ - 4, ti ~ .r _ CB 48 CB 47 O.t4 O.B3 0.86 6.82 18.17 54.55 30 inch 65 1.77 455.50 454 35 4.60 0.83 6.69 6.80 7.43 18 inch 23 0.50 467.14 467 02 4.11
I I 1 ! r - -:t.....,,-. it 1, I r i I i f' I I~ a „ I ~ a lI 1 I I ' ~ ' ' I ' I ~ 1 ~ ~ ~ I ~ l v : f ~ 1 175. _ I 1 ~ 1~, .I i r _ --a 74 I ~ ~ 445 ~ 1 ! 1 , - ~ ~ t ' - CB 70 CB 54 0.25 0.85 ~ CB 55 CB 54 021 0.75 ~ 0.85 7.06 6.62 7.43 18 inch 23 0.50 451.47 451.35 5.16 0.75 6.79 19.18 80.20 30 inch 102 3.82 454.25 450.35 4 50
r~ _ l I ~II~6r; I I % ! f i~l ; ~ i ~ ~ ~ 6MP ~ ~ n . YI r ~ + ~ I r I I I H r i . ' ~ i I i~ ~ ~I 1 ~ ~1, r i`~ I FF 1 r ~ I - ~ 1 ~ ~~i ~ \ CB 47 CB OB 0.06 0.95 ` ` 1 ` - CB 46A ~ CB 46 ._.__0.35 0.82 ' ~ \ , ~ \ CB 54 CB 53 0.17 0.77 0.95 6.67 7.17 21.42 18 inch 230 4.16 466.92 457.38 4.16 0.82 7.22 2.09 12.59 15 inch 25 3.80 45856 457.61 1.76 0.77 6.77 26.34 47.16 36 inch 82 0.50 449.75 449.34 4.16
_ , . I ~ i 455.9 , ~ I r . ,-1- _,,T r~P~t , T E 22A X._ - i , ~ ` CB 53A CB 53 0.1 Z 0.75 CB M CB 45 0.18 081 0.75 7.22 0.65 15.80 15 inch 28 598 452.71 451 09 0 83 0 84 8.80 9.88 19.79 18 inch 120 3.55 457.26 453.00 5.74
~ I r , I I ~ ~ -r ~ ~ , i~ j' I r 6 ,~j C!1 i l j , I I 'i r ~ r ! i - I ~ 1 I I i I I~p I I~' I r X14 r ~ ~ ~ p~,' CB 65A CB 45 0.30 0.75 y ~t7'~l CB 53 CB Od 011 0.79 0.75 7.22 1.64 6.02 15 inch 23 0.87 453 40 453.20 1.35 0.79 6.72 27.37 57.39 36 inch 79 014 449.24 448 66 3.89
I r ~ ~ ~ j/ ~ L ' /l 1 r ~ r f 1 y l j r i j i i~ r r l~ % ~ 45~. JB ~ , za ~ ~ , CB CB r. 23 24 < ti 14 ~ 45~ ~b ~ ' CB t5 CB d0 0.15 0 79 ~ \ ' CB /9 JB~G3A 0.10 0.77 ~ JB~43A FES43 NIA WA \ 0 79 6.56 12.10 20.45 18 inch 65 3.79 45262 450.16 6.91 0.77 6.54 39.19 52.03 38 inch 92 661 448.56 448.00 8.09 N/A 6.50 38.94 205.57 36 inch 78 9.50 440.41 433.00 19.88
i I' I 1 I I ~ /;r / , 1 i r ~ 1 ~ I 1 1( t+ i~ I j ~i I j, j I(+ i ~ i r/''~ ' ~i - T _ ` ~ 'li / h•, ~ ,,151 _ ~ L, .f_..._ _ . ; ,r, f`. ,Y,
l l ; l Irlr li ~ t_ ~ / / / ~ { 1 f }V t . , . - r r ire . ~ ~ , . ~ - . ~ ~ - ..fir , = i .6~- ~1 `:r.'. \ \ ~ TREE PROTECTION ~ FES 10 STORM DRAINAGE PIPE TABLE ~ ~ ~ upat aam_ roneam u tmam IMM upstmm wet SYsMm og15 q~m Fun Pipe Langtn Siope up:veam Dowrstrea vebciry ! ~ ~ FENCE (TYP.) . g„~w ~ A a ~~~.z ~:~b~;~ co.~~~ IA~mIN (IiJlvj -~Fbri (~4) - C~PcIIY (ch) ~ Ehmeter (R~ _ ImeM1 (Itj hneil (R) ~ _OUt (N5)
~ , / J ( r ! ~ iyf ~ I ...,C.. _.nQ..~ It rt,~,~(~;; .~1 r , I / I r Y~ ,I J 459:27 ~ - ~ . , r~`' _ - - I . _ r" ~ 23A i <.< ~ ~ ~ , p ce oo CB 39 o n o - o e2 -ialrcn - zz o.so ~fdze ae. n is~ - ~ c ~e ow o.es is i.ie > >a~rcn 2~ oso ne.o~ m.9s i.e~
I / r l~~" , it ~ % ~ II ;~;1~ u: I1!~ ~ ! ~ r I i ,I 1 I ~ r ~ i jr~( ~j ,/I i,.~ %y. ,,I ,<r i ~ I i. I r , 7 ~ ~ ,1/ / / l lI f' 'lj+! 1~ ~ ~ 1 ~ I ~ ti•li~ Irlr7x~i~ ~ '~'I'~ j r I , I r I I _ I j art I • I ~ f C'1 ; I I ; EXIST,/ - . / / l~ I ~ I! ( I ~ , I' .L_....-...-.U_ .~r I ~ f 1~\I :,'r.\,y: ~'~Il.~~Ijr'~, 1182 ,a ~ I 1 ! i ~ 1..-~ 'I' ~ : ! , i r ~ _ _ ....:r I:~ - - , 425; I -i~ss ~ FFE>~ r4b4.25 15D - ~ - ~ ~ ~ r j ,~6~ c~ ',f; r,, ~ ~ d 78 B 3) 0.07 0.81 16 t.99 0.6 /5 ~nc~ 0.30 d77.85 x77.87 7.89 ~ CB 37 J6 0.21 0. 8 7.73 2.66 0.5 151nt~ 2J 0.30 Q7.57 077.08 3.69 ,y \ \ ' - \ CB 38 JBJS 020 0.71 7.10 3.71 12.23 15 Intn 38 .5B Q7 3B 0 B. W 3.82
, I ~ r, CB I , - , I/ ` t 1 r FEJ I/ilr I, ~~I~r! ~ / / / I~ r ~ t r/•~ 168 1 - i f'~ ~ , 1 I; I I .126 ; r r 7 1 149 ~ ~ 5 - 146os ~ ~ CB , ~S \ \ ~ ~ SA ~ 3t N A WA 7.09 370 060 15 inch 167 2.89 X73.97 X71 dB 7.57
/ ! ti. I i ' j I- r r 11 l j • .I i '~I ~,r: f •1 j I I 4 ,lii; r ~ ~ ~ i ( ;f; ~ ~ ~ _ / / r r; ~ rl r' r' ,1 ~ I I 1 ~ 1 1! ' ~ ! ~ ' ' R I ' ~ I ~ _J ! r ~ 42 I I r ' ~4 ~ r % ~ ~ i r~ ~ 133 '>:'F ~ _ - r e.: I,. 470. ~ 0 ,t.~ I ~ ~ w 20A F ~ 11ts :470.313 CB - 1 r ~ i ~ I ; . ~ f~. \ ~ - . ~ -1 r~- CB 31 CB 33 0.25 0.0 7.01 6.99 71.10 18 iircn 02 1.70 d 1.11 170.3 1.93 ~ _ _ \ ~ \ S' \ / ~ ~ CB J3 CB 3T 039 0.7~ 6 8.89 15.19 18 rcn ^.3 2.17 X70 170.00 1.92 i .F;' \ ~ ~ Af CB J2 ....~31 077 - OBE- 6~--"' -9. 15.39 18 'rich 48 2.76 069.90'- d68.B7 6.19-.
/ ~ 1 1 .I ~ I f '!f l ~ f ~ !~tr I: / 11/: j I f FES / , I,,, ,1;,;~ ; EXIST. 10x20 UTILITY , , / ; ; ~ I: I,k• - ~ ? , ; i ' „ ~ ~ ; ' I ~ ~ , , FE~ ~ S 1 . , ~ ~ ~ -i r I 1485. ~ FED 11 A 1 ~ .L~, ~ t 465?~2 , ~ ~ , _ . . - ~ i ~ ~ ' , ~ 1 I 64 I X60.67 1 ~ / r _ 83 r ~ i~.1 1 - 148,• .=x / / i / ' ~ t` ~ ' - - ~ CB 31 CB 30 011 0.73 - 6.08 70.33 3129 241iich 700 ~ 1.91 468.37066.38 3.80 i ~ • T~~ i~ ~ . \ ~ ~ ~ C 70 I ~ 018 0.71 8. 14.10 32 2d inch 32 2.40 468.28 465.50 3%
~ , ~.I~~ II 43 ~ ~ I~ j 1~ ,vI r , / / 1 f k'~~~, ` 1! ~ f ' 1 II r i I I j t,( I , r Ili EASEMENT TYP. , , - - .,_-1_ , , I ; ; , I,; l l , / I I~• ~ i ~ ~ :y`r.. _ ' 1~',' tl i I ~ i` r I I\I i ( r ( l~ n; / , I ~1 , • ~ , i ~ 1331 _ + I , ~ ~ ^ r ~ ~ - ~ i _ 4 3 c ~ % t. _ Fem. 1' I _ ' .,y,'I` - , C ~ \ , 1. 1 ~ ~ IS n 1~ \ ~ \ \ ~ ~ d I 0.07 0 / 8 97 12. 7 00 2< inch 82 0.50 g65.40 48/.99 x.03 DI ~ \ \ : ~ ~ i - q 28 127 0.33 0 6.86 1J l8 7 OD 20 Inch 17 0.50 06/.88 464 B0 4.51 ~ a,~ ~ i(', I q27 B O.Og 0.35 6.& 1J. t 291nch 107 0.50 G64.70 46420 4.72
_ _ 26 _ - r-__._ - ~ :-I n-r_ ~f11 , i ! ; ~ I, FF~~~' -tq~ ~ _ - ! ~~e ~e i. ~ ~ r'~,~ a~-r•~ ~ i._..._ ~ ' / _ J , • ~'~~'~r 1 rte. ` ~ + . ~ 1-~ ~ S` , \ . I II / CB YB CB YS 0.20 0.77 8 7B 1 .,a 00.2, YI In[h 59 ~7 g80.10 962.23 5.09
`,t, ,~G" I i i ,t63 I ~ ~ G'~' V I 1 j 4V~5 . v~ ~ I - _ 7.~7D ~ i k ' / I~ ~ ; r ,T i' Ls r- / / ~ r /~~J:a ~ ;,l ' ~I / ~ ~1 ~ ~ ~ _ ,f { Y 1 H , ~ ~ w62, 3 ' ! _ 14 I ti ; ~ ~ ,:1 47 .04' 1 ~ ~ ~ , . •r ~ 7 I . ~ ~ ~ \ ~ , ~ ~ ~ r u. rw u. rra. ~ ,r V.VV ~.rr v.+o a r+ it ~i M1~i N.Id MVO 90L.L~ 1.99 ~ F • ~ ~ • ` ' ' , ~ ~ ` ~ ~ I ^1 ,~ti~ ~ ~ , ~ CB 25 JB•24 0.29 0,14 8. 6 18.51 59,78 24 Inch 50 6.98 462,13 458.64 14.4 3 - ~ . . ' ..~5,,, i- i. CB 24A J 4 0.41 • ~1 • . .M`~• ~ • ~ , ~ - _ _ _ _ 0. 3 7 21 218 4.6 1 Inch 107 0.50 455.16 454.83 3.83 ~ '
1 - ~I ~ ~ G, ` ~ .7 DI 23B -6123A u.18 0. 11 1 • : : ' - , , , • ~ ~ I , , ~ 58 8 23 ~ 12 Inch 113 4. 462.15 457.55 2 26 ' . , _ ~ ~r,_~. ~ ~ • 4- . ~~1~' ~ : v ~ . ~ s• 1 ~ r JB•24 CB 2. NIA WA 6 75 18.52 29,00 301nch 105 0.50 453.27 452.75 1.42
I 1 I ~ / ~ • - _ _ - C[. ) 1 its I I /f f ~ y ' f 'I..,t - ,1.1~ ~ f r~ ~ 1 f I~ Il . / I P,. - I , i d i I ~ FF'E i I ~ ~ I~ _ - ~ ~ I - ' - 23B t3a ~ ~ ~ r ~ , t g3 I' 47 I ~ ~ s • ~~r~ 2.3 - ~ o . 1469.2 : _ FFE, . 1 ~ ~ ~ 3 , 17A 2g..1. ~ _ I t62 1 46~. - _ ~ tab ! _ ~ ~ r • ~ • • • • ' ti; • ~ ~ ' • ~ DI 23A C8 23 0.23 0, 1,12 2.05 2.73 121nch 19 0.60 7 4 . , ~ . - , r , ~ ~J 467.35 4,07 ' ' ~ -C ` ,•,~l CB 21A CB 21 0.19 0 8 7.22 1.05 4.57 15 inch 22 0.50 484.03 463,92 1.85 ; ~ ~ , ,i`•., ti s, DI 18A DI 17A 0.10 0 3 7..2 0.39 8.24 1~ +nch 68 4.56 466.35 463.25 5.36
! I i , 1 i K I i r 1 r ~ t d ~ _ ! ! ~ i_ - -r 12 1 ~J y.,...~,~,~. - 28 ~I ~ ~ ~ ~ • , C C822 0.14 0.82 7. _ \ : ~ ; ~ , • , , , , B 22A 22 0.84 6.01 15 inch 30 D.87 457.88 457.62 3,45 ~ ~ ; T ,.'r, , ; ; .ay, CB 23 Cb 22 0.23 0 64 6.69 21.27 29.00 30 inch 57 0.50 452.65 452.36 4.89 28 r
~ ' I I r ~ ' i~ I , . _ C8 , . ..i ./P . _ - r ~ • L ~ - ~ ` ~ ~ ~ • ' • + I\, 3 ;'i ~ ; CB 20A C8 20 0.13 0.76 1.22 0.72 4.57 15 inch 22 0.50 459.64 459.53 0.90 I . ~ • , ; ; I ; ~ i I ~ ~ FFEs, , ' ' , ~ ~ ~ ~ ~ , ~ , , , , , CB 21 CB 20 0.15 0.79 7.19 1.91 14.26 15 inch 88 4.87 463.62 459.53 L.38 f ~ ~G ~ F~~ ~ p ~ ' : ! ' ~ DI 18 DI 17 0.09 0.48 7.22 0.31 7.56 12 inch 99 3.8 4 455.45 _ 0 74
/vim ../a r/f I / _ t, ; Il ~ r:.. , ~ r ; t•.` _ ` ' r - 464.1 , . ~ . JB ~5 1 r 464.71 86 ~ ~ I I 47 , ~ - _ . ' ( t 13 ' , 1 t Z Q ~ ~ ~ , ' ; , DI 17A DI 17 ~ 0.09 0.62 7,17 - 0.79 ~ 12.20 12 inch 27 10.00 458.15 455.45 ~ 1.85 _ _ ' ; ~ , CB 22 JB•19 0.05 0.71 6.66 22.18 29.00 30 inch 56 0.50 452.26 451.98 5,02 STRUCTl1RE TIC (ft) INV IN ' (ft) INV IN 1 (ft) UPSTREAM INV IN 2 (ft) UPSTREAM INV IN 3 (ft) UPSTREAM INV OUT (ft)
i f~ ~ , f l r~ r.' ~ ~ ~ ~ ~ , i' d I I , / / r , I r I' I I I 4.3 43 _ . I y~' ! j 5r r f I f f r! r ~ ......_v.- ~1:r""-"' I. I~ I ~I S7t 1 :1 ~ ;i' - ~r~ ~ . ~ . mot' FFE ~ / ` ~ I ~ I - FFE ~ ,y;, FFE 1 ~ ,I T~ i 1 l ~ ~ I 161 I - ~ r - ~ 70.67 1 ~ . ~ LL >c , ~ ~ , 46 0.671 ~ .f 145 - I ~ ,FFE i , ~ ~ ~ ~ ;w I I I ~ -vi.. J r PFE= r.. ~ ~ ti ' = ~ ^ " ; f' ~r. i ' nl ~ CB 20 JB•19 0.1;: 0.75 7.15 3,26 14.39 15 inch 56 4. 4 f I ` '~_I ' ~ ~ ~t: , 96 459.3 456.65 9.48 s ~ ~ I ~ FFE- , I. ° • - ~ ~ ' I ! ,,i , I~ ; ` a 17 01 16 0.10 0. 3 7.14 1,48 5.65 121nch 84 2.14 455.35 453.55 2.69 FE51 i , 474.3 r i`"; ` ' ~ ` I„, , JB•19 I 15 NIA WA 6.83 25. 29.00 301nch 104 0.50 451.88 451.38 555 CB 3 430.47 425.5 STRUCTURE STRUCTURE STRUCTURE 423.50 ).47 425.97 POND RISER 425.47
f , ~ 1, l ~ / , r ~ F ~ . / ~ ~ ~ i FE ~ , ~ 1 f ~i r 465,00 ~ ; I I ~ ~ J r 476.6 l ~ ~f - _ ; i i ~ 7 F i,-, i 487.67 1 , f.., ; a ~ ' , ~ DI 16 CB tS 0.16 0.57 7.09 2.12 7.20 12 Inch 24 3.46 453,45 4 1 F i ti, \ Y, , , 52.6 261 ES 8 : ~ - ~ , , ~ , ~ ~ ' ' ; ~ ~ CB 15 CB 14 0.27 0,82 8.57 28 31 38.12 30 Inch 55 0,88 451.26 450.19 6.05 CB 9 437, 5 430.00 '58 43200
/ I 455.00 r' , I ~ 42 I . ~ FF _ r ~ FFE . I I i FE E ~ ~ ; I DI ~ s 1_ .FFE ~ ; SS .I I ~ 2A I -47.3 ' ~ I ~ '465.0 - ~ ~ r - 472.3 I ~ • ~ r?- ~ ~ . + 47.7 I I ; ,;i ! I ~ \ 1 ' C8 14A CB 14 0.29 0.81 7.22 1.71 11,13 151nch 34 2.97 453.05 452.04 1.60 FES 10 ' ' ~ ~ ; + ` I ~ _ CB 13A _ CB 13 0 44 080 ~ . 22 2. 4. 7 _ 161nch t 07 448.1 A 445.8 3.88 ~ 1 - - - - - - - CB 1 457.84 443., + I : ~•~4.33 ; • i' • \ ' ' , r' ~ ! r ~ ~ , , CB t4 0813_ ~ 0.40 0.69 6.55- - 31.58 " 37.57 301nth 58 0.84 X150.69 _ 450.22 • • A.52 _ 433.00 .84 443.58 CB 13 453.59 CB 11 A 453.59 CB 12 443.48
~ I 1 ( ~ ~ . ~ • l . ~l'1:' CAM I . ~ f ~ (ry 11 ' I % 7 , 160 .r FF .,v I 6 6 1 , _ ~ ~ I ` ~ r , ~ 139 J 1 _ _ -J l- _ 1 r ~ I f.... $ - ~ _ ,.f ~ ~ I; i r ~ , . DI ~ ~ , . ~ _ . f + 11' • 1 ~0 4. I h ~s~ ~ ~ + - - _ _ - - - - CB 11A 1 458. 9 ' ' ~ ~ ` 1 1 + ~ ' ~ ~ `1 -CB i2A-"- CB 12 4.14 ~ _ 0.824"- 7.22 0.84 8.17 151nch 25 1.60 458.90 458.50 1,95 r I ~ ~ CB 12 462.75 458.`, r1 ~ \ ~ ~ ~ , I ! j CB 11A CB 11 0.16 4 .22 0.83 9.58 1S Inch 25 2.20 454.14 453.59 4,41 1.19 454.14 '..75 458.50 CB 12A 458.40
~ r F- r , , I i - F~ ~ ~ Is ~ ~ ~ 459.83 ; , • r / , f f I r ~ FFE ~ i• r t" ~ ~ + ~ 1 .x FFE ~ I r ~ DI ! ~ r I = 18A FF = I l ~ . t , . ..r FFE v, r ; ~ FFE ~ 478.33 ; 1 1 FFE E •t56• ~ I I it9 ; ~ I ` f + ~ .1 ~ ` ~ ~ ~ ~ ' ~ CB 13 CB it 0.04 0.85 6.52 33.95 41,16 361nch 43 0.50 443.79 443.58 5,31 CB12A 463.15 I FFE - I, ~ I , : , + ' I ' ; ; { ~ ~ ~ - ~ ~ l ~ . i ~ti CB t2 CB 11 0,10 0.85 7.20 1.30 12.57 151nch 127 3.79 458.40 4 CB 13 455.72 445.E ~ 1 ~ • I . 1? ~ ~ , 53 59 6.62 47 .33 , ~ ~ . 1, ~ ~ ; ; % C 11 FES•10 0.20 0.82 6.50 36.65 168.09 36 inch 1fi5 6.35 443.48 433.00 5.1 CB 13A 450.43 1.15 458.90 i.72 445.65 CB 14 450.22 CB 13A 443,79 ).43 446.18
f ~ . . ~ X59.83 FFE ~ ~ . - ; 1 EXIST , 1 ~ ~ ? I - { ~ a ~ , ~ 1 / ~ ~ ~ r• i - i ~ ' 159 I 1$ r - _ 47400 4,78.33- t ~ I ~ - 466.7 • • 474.0 ~ ~ ~ I f I , , 1 44 , ~ ! I.. 143 1 ~ ` .n i ; ; ; I : ~ ~ 1 ~ , 47 'I 41 , . 9 , ao _ . ~ 1 , o :.jT'~ ~r,, I ~ : CB 14 456.29 452.( ' i / ~ - I , . S...l l it ' ~ ~ ' , ~ ~ ; , s ~ , i CB 14A 457.30 i.29 452.04 CB 15 450.79 CB 14A 450.69 '.30 453.05
f I ~ 2 1 46 .54 l ~ 0 ~ / , ~ t!'1 ~ 194 I'~ FFE , r ~ r / CB ti I . r I , ~ I , 't• , ~I ~ ~ 1 C ~ ~ 461.5 r _ ~ ~ r I l 1 ~ ~ I ~'J ! ~ ~ r' L, ; = I ~ ~ ~ r, _ _ ~F ~ ~ - 1 4 8.33 ~ FF r s ti' ,h•. ~ ~ _ - i FE 1= FFf~ r- ; 11 I 1~ L t' i ~ ' FFE ~ ~ I CB 15 458.48 ~ ~ _ ~ ~ ~ ~ ~ 451. - CB ~ ~ , f 1' 474.3 ~O ~ t ti~_. DI 1 ~ 1 6 457.80 453.. 1.48 451.36 JB 19 452.61 D116 451.26 '.80 453.55 0117 453.45
44 ~ c I ~ lr ~ ~ s~' 1 ~ 99 ~ ~ 46 .v ~ , I / ~ FFE a ~ .L.. _ ~ r - ! ~ 141 - I 46 i F - Ir` 1 1475 _ ~ y I 478.33 I r i a, ~ 6.67 ~r 1 .1. ,a i_ I , ~ - - , , 156 1 1 31 s ~ , I , , ' DI 17 459.70 455. ~ y . ~ I DI 17A 467.50 463. ~ 'Y , 1.70 455.45 D117A 455.45 D118 455.35 '.50 463.25 D118A 45815
/ 4, - I I ~ ~ I ~ .1, I.. y ; - _ r - ' -I ~ 191- ! ' I 1 1~ / ~ A - i ~ 1 I Y~ , 1 _ 190 ~ ~ I I I 1 142 ~ , ~ _ ~ _ . ~ ~18~ ~ T r _ _ CB ~ , .y;, ' i , DI 18 483.50 2 • °I 1 ; ; ~ DI 18A 470.80 • - ~ I ' JB 19 460.90 451,5 1.50 459.25 ).60 466.35 1.90 451.98 CB 22 456.65 CB 20 451.88
I I~ _ - I f 1, 1 / , a~ - . _ o~~ ~ - 1 ' ~ _ h ;r J J v~l , I 't ~ - , - 1 E ; CB 20 463,89 459,° ~ ~ l I. 'r; p ~ Od 14 5. ~ ~ . ~ , CB20A 463.89 1.89 459.53 CB 20A 459.53 CB 21 459.43 1.89 459.64
~ 1 ,,~x,~~ ~ ~ ~ •t• ~ 1rD , , ~ I j i I 1 I r ti. ~ 1 , J ~ I'~ , , ~ 4 , - - 52 1 _r.~-~-° ~ ~Y I ~ r , + i \ ,n CB 21 468.28 463.. CB 21 A 468.28 ` ¦ ~ _ ~ I ~ ; 1.28 463.92 CB 21A 463.82 1.28 464.03
I r:. , ~ 46 1' ~ l r ' I, ~ . ' - - ...~--~----1 p ' ~ ' ' ~ 1 ' ~ CB 22 461.87 457. E • ik` j 10~ I ~ 1 I 1 i 'i ; ~ CB 22A 462.13 .87 457.62 CB 22A 452.36 CB 23 452.26 !.13 457.88
I ~ 1~ CB P _ 15+ 0 ~ _ _ ~ ~ CB 23 462.59 452. i ' ' s • - _ ~ ~ ~ ~ ' ~ r ( 0123A 46180 457. E CB 1~ . , ! o t ~ i ` , ~ 01238 466.50 462.. !.59 452.75 JB 24 457.35 DI 23A 452.65 80 457.55 DI 23B 457.45 i.50 462.25 DI 23B 462.15
1 I ~ I ~ I ~ 53 ~ ~ I,. . • . ~ I•' r ..1. r - ff ~ .l• it ' , `I , 1 ~ ! ~ CB 1 ~ - ~ . ~ FF'E I i I I, t ' ' ~ 1 I I • ~ 0123C 470.80 33 I , I ' ! t 77.3 + 1, : + ~ I JB 24 t 463.64 454. E '~-.1. I I ~ 'J, i I 1.80 466.55 1.64 454.63 CB 24A 458.64 CB 25 453 27
i ~ l + - i ~ ~ I~ ~ ~ - ~I I ~ i ~ 9t ~ I ~ ~ 1 r I .n r' ~ r , I 1 J p ' ~ CB 24A 459.41 01 CD , ~ CB 25 X7.23 462.; 141 _ 455 16 '.23 462.23 CB 26 462.13
' ? ' ' r ! r r \ _ - ..fit FFE ~ ~ ~ ~ ~ 1 ~ 1 1459 ~ 46A ~ , ~ p . 1. - ~ I ` ~ 1 I 48 , al CB - , r ~ . I CB 26 469.94 464.; I ~ I i .L 1 t0~ 147 •33 ;T , I ~ • L_ i DI 27 47250 464.E } 1.94 464.20 0127 46410 '.50 464.80 D128 464.70
I ~ ~ ~ I C8 _J 11 I I I I t ! j r- ! ~ I 1 ~ f I r ~ 1 I i 3 ' ~ , j + ' CB ~ ~ _ 1 _ j ; ~ , , ~ ~ , / ~ _ ' ; FFE= ; FFE=1 FFE i Li 1 ,r , ~ , , 1 DI 28 470,50 464: CB ~ . ~ ~ , _ ~ 1 F i ~ OI 29 470.50 465. F~ FFE FFE4~ _ FE i ; 1.50 464.99 DI 29 464.89 1.50 465.50 CB 30 465.40 .38 466.38 CB 31 466.28
, 1 ~ I - ~ i ~ ~ i ~ i ~ 1 - + FFE• s I i .I , ,a, 49 FFE- FFE .33 7 1 ~ 79: ~ I ~ ~ ,F~ 0.67 78.33 478 478 ~ ~ _ ~.a FFE , ,y I i , , 77 ~ _ , FFE FFE ~ .67 ' g , I ~ ,L, ~ 481.33. 480.67 480.fi7 ~r-- x ,l r~; 481.33 I 34 1 1 ` ~ , , ~ I ' CB 30 471.38 466.9 '78.33 478.3 478.3 ' I to I 4 7.3 ; ~ ' ~ 7 , ' f ! ~ ' , I , ~ ~ ~ ; v CB 31 473.47 468, E . _ :1 ` ~ CB 32 47 1 ~ . 5. 3 470.E H ,',TM..~. 1.47 468.87 CB 32 468.37 03 470.00 CB 33 469.90
~ 1 ~ ' I 59 ~ _ - / 1 ~ i. 1 I ~ L- - 1 1 I, r , I ~ 1, ~ ~ r ~ ti _ ;FFE I I + ~ ~ ~ ~ FF I I. ~Ij~ + _ FFE- E _ f. i 481.33 81.33 481.E - ~ FE- ~ , ~ ~ ~ FF . ~ FFE= E~~ ~ ~ ~ ~ ~ ~ ~ ! ~ ~ ~ a r • ~ 1 Di ~ 1 . ~ ~ 0.66 . , ; ~ ~ ~ I ~ ,I• ~ 1 + CB 33 475.13 470.6 I I - . . ~ ' ~ " ~ ~ 44 CB 34 475.91 471.2 i.13 470.63 CB 34 470.50 x.91 471.48 CB 34A 471.48 JB 35 471.13
1 / , I 1 - - ~ I 1 ,FFE 1 1 I I r ~ 465; , , , I ~ FFE ~ - ~ 46',Y.67 465• , . 1 I- r I ~t. CB ~ 7 I 1 ' I I I .J 1_ t , 443.6 ~ , 1 , , , J I I, ( 460,00 I ~ " •~1 li,~ ~ ~ ~ - ~ 489.00 470.6 i , I DI I , I '465;33, ~ I I i I ~ • l~ 4 I 7.33 ~ I I I I - ~ . i ~ , AA i ' ~t I I ~ ~ r J i, ~ 1 ) I - ~ , S' ~ CB34A 475.91 ~ ~ ~ '.8 FFE x ~ + t' ~ + ` 1 . ' ~ ~ JB 35 480.32 476. C x.91 471.66 i.32 476.07 CB 36 475.97
1 , , i / Ilf 4 7 ~9 ~.,a -i/ c I I ~ • I III L~~ I 45433 ~i, ; I CB' / 111 r j j ~ ~ + I y , I I D ~ ~ p ~ - I - - - .;.i` `i a CD i 'l ; ,r DI ~ ~rl, I ~ j 1 r. ` I 1 i i i t CB 36 482.05 477.2 - a i ~ ~ ~ ~ ~ , s ; ~ CB 37 482.07 477.6 ~ , ~ i 0, '.05 477.46 CB 37 477.36 '.07 477.67 DI 38 477.57
1 1 ~`I f~ I -~I I I ~ I ! DI I ~ / 2 1 ~ ~ Z\' I !I ~ ti i i - ~ ~ 1 rl + ` I t . r , • ~ _ , DI 38 482.30 477.9 \ L ~ ~ 1 11 Y. \ i ' ~ CB 39 482.53 478.1 5 ~ 480.3 , ;102 1 I \ CB 40 482.53 '.30 477.95 CB 39 477.85 '..53 478.14 CB 40 47807 53 478.28
1 I i` 1 i ~ 1 1 1 ~ 1 ~ I / ~ ~ i I I r - 4 1 1 I I ~ DI ~ ' 1 . 1. 1, ~ , 1 r,1 . ~ _ _ 1 , -I 1~ _r.....~~- _c , ; ~ . CB 41 451 18 466.8 I ` ' ; CB 42 451.18 . .18 466.82 CB 42 446.82 .18 446.93
1 rl"' ~ Ir 461.33 r \ j -j? FFE= ~ ,a s , ~ti71, I I ~ ~i r ! , 1 1 1 ~ I I r I , i, , 1 I ; I ~ 461.67 • I a . ; ~ ~ ~ _ _ ~ ! ~ I " I i , DI ~ ~ 7fi6 f ~,k ~ ; , ,.t~ ~ ~ s ~ , ,q ; ~ ~ FFE= F~ 76 . i , , FES 43 ~ 480.33 ~ JB 43A 454.00 448.0 i 101 ,~~I r, ~ .u I. 433.00 .00 448.00 CB 44 440.41
1 1 i III ; ~ I I ,~-w ~,E I I I I T ~ ' I _ ~ I` - ~ f a _ ..:S~ '728• DI ~ ~ . ~ _ FFE= .72C ~ ~ FFE- ~1 ~ ~ . ~ ; ' . , ~ ~'F . FF = FFE = FFE ! I 48 . _ f ,:r..___. ~ ~ 1 E, E FFiE 84.33 484.3 _.~-I- . ~ ~ ~ _ ~ 5.33 FFEs _ _ . ; ; i 1: , CB 44 454.66 450.1 1 ` ~r ~ J 3 46 .33 , ' cB a5 457,34 453.a 464.3 .I ~ , FFE= . ~ .66 450.16 CB 45 448.66 CB 53 448.56 .34 453.00 CB 46 453.20 CB 45A 452.62
1 1 1 I j F r _ , 1 r i I ~ I I 72A r I i 1 , I j g I I FFE• I + EX ST. 1 ,.r 461,3 I s~~~ -7 ~ r- I ~ , r.l ~ 3 5.33 ! I I I 483: .33 485. 485.3 ,33 485.33' r I I ~ i ; . ~ ~ ~ 488 - r I r ~ z ' ~ d i ~ 483.7 ~ ~ - - _ Y ~ - I ~ I , ~ I ; 1 ' - - 490 _ ~i r - r CB 45A 457.34 I ~ 1 _ ~i j ; r ~ r 1 480.3 , CB 46 461.86 457.3 1 I 100 I ~ I i _ , I~ CB 46A 462.81 .34 45340 .86 457.36 CB 47 457.61 CB 46A 457 26 .81 458.56
n.. ~ c. ~ ; + I , I, ' ~ , 1.67 ~ ~ r 1? n ,1 l e r I a ~ 1 - ? ~ ~ E 'FF i - tiC.. 47 I ~ ~ r ~ , FFE. t~~. ~ ~i ' ~ FFE , _ , ~ I _ I I ~ ~ St 48 - I I 47~A6 ~ t r , I ~ j r ~ FE. = 476., _ r" r j ; , I'1 - L ~ bQ I I , FFE , 474.33 474.3 _ ~ + ~ I r ~ ~ ~ 52 1 t i 4?'l4 - - ~ i ~ - CB 47 471.74 467.0 . _ ' , CB 48 471.74 467.2 .74 467.02 CB 48 466.92 .74 467.24 CB 49 467.14
1~ 55 , ~ I ~ v v I i J I~ ~ I 1 t, ~ I ; ~ , U ~ III I ~ ~ _ - i b, ~ ~ - 471, 7 1 I ~ r - ~ $ 47, , 11 / I i ~ 1 FFE ; , 1 , 1 I I r -t l = ~ 47 .00 470.00 ; `r - - - ' 11, I ~ I ~ . ~ I 7r 70.00 / 1 f ~ ~ ~ i i 11 i I\ J g6 S4 I , I ` ~ I ~1.§7 47,1.67 _ ~ , ~s c . , . ~ - „ _ } I ~ i ga 57 •:p r ~ i ~ ~ t ~ ` a i ~ 1 ~ j i j. r- i ~ CB 49 476.10 468.7 i ( ~ Q g "r ~ CB 50 477.90 473.2 - i CL./ r - 1 .10 468.75 CB 50 468.65 .90 473.27 CB 51 469.40 CB 75 473.44
1 1 1 1 I I 1 I I I 4 r- - { r I / 1 I ? 3,00 7 i ~ ~ _ _ r 1 I I I ~ 48.67 i / r I 1 1 1 I ;~i 1 ~ 1 r 64 { ~ I II j I ` ~ J ` CB 51 477.90 473.5 ~ I s _ _ _ CB 52 477.90 .90 473.54 CB 52 47344 .90 473.65
r ~ CB. . i I 1 I, , ~ ~ , ~ C6 , , ~ I ,5 ~ 1, CB ~ .I• ~I: r j i 1 ~ I :1,. 1 4 3 I ; • CB 53 456.58 451.0 83. 5 ; CB 53A 457.02 ~8+00 , • , _;J ~ ~ CB 54 456.07 451.3 r,. ~ CB 55 461,30 454.3 .58 451.09 CB 53A 449.34 CB 54 449.24 .02 45277 .07 451.35 CE 70 450.35 CB 55 449.75
I ~ r 55 ~ I ~ I I 53. i t I , r I 7 , ~ ;J 0_ s... ` , 1S+o CB 56 463.12 459.3 .30 454.35 CB 56 454.25 .12 459.30 CB 57 457.43 CB 61 455.50
• . r .T ~ : ~ ~ 1 's• • 1 r• _ 4 .33 , ~ ~ I ~ i I CB 57 465.90 461.6 CB 58 475.46 471.1 .90 461.65 CB 58 461.55 .46 471.10 CB 58A 471.10 CB 59 471.00
r 60 _ , CB CB 58A 475.46 1 v FFE' ' -r ,I 1~ ~ CB 59 481.01 476.7 } ~ ' • ~ .33 ,1 CB fio 481.5 .46 471.21 .01 476.76 CB 60 476.66
' N ' 1 1 h. rrp E S ~ _ CB . ~ - i r + 3 . _ u.~. X71 , ~ . ~ ' ~ CB fit 463.17 457.7 ~I ~ • ~ ~ ~0 CB 62 463.37 458.0 .53 477.28 .17 457.74 CB 62 457.64 .37 458.06 D163 457.96
3 1 1 , , ' i 1 ~ 1 I r' 464.6 I ~ - I , ~ , ti I 1 III I / 1" r .j. r / 1~'' l fit i 11 - ~ ~ r, I ~ 39 r~ 41 ~ - ~ , + ~ ~ ; ~ "'I 3B~ ~ , , - - - ~ 1 i ~ r 34 - 7 i ~ i i ~ \ ~ ' ~ r 3 I I ~ ~ c j ~ i i + ~ r 31 _ ~ - ~ 3g I I ~ L 44 - ~ 41 r ~ 42 38 ~ ~ DI 63 463.50 460 - _ \ I I + ~ +485.00 DI 64 464.50 461.0 + I CB C8 50 460 DI64 458.40 50 461.00 D165 460.90
Q I ,I i ~ r I j , t 7 , I 1 1 i' i I r I I r ~ ~ , i I 1 1 ~ I i ! ! ! ~ 'I I I 1 1 I I. 1 ~ 6 , I I , 1 , ~ 1 i / FFE= r-- ' ~ ' ,i ; I ~ 4 - t ..j. 28 34 L ~ 1 ~ I ~ ~ I I. ~ ~4 yg 127 I ~ ~ - ~ i . L 96 I TREE PROTECTION DI 65 469.50 465.0 39 40 ' r CB 66 473.40 468.3 ' r ENCE TYP. 50 465.00 CB 66 46490 40 468.36 CB 67 468.26
1 ~ 71 I .1 r ~ 464.6 I. I J s" ~ , ~ 1 , J ; ~ , II J1 ~ i ; 4 ~ II 1 t ~ , ~ `y ~ _ ~ _ = E FFE= . r, ! r _ 2 ~ _ - FFEc FFE:= ~ ~ ~ FFE FFE i. ; ~ I ~ _ ~ 485.33 ~ 4 4.67 I L_ ~ T _ FE 4 .33 8 484.87 I 1 ~ FFE- ; 48 :33 485.33 x$5.33 , 4$4.6 48, 0 I ~ , v-- , ; ~ : FFE ; ; 5 FFE= = FFF , I cB sl 4 i o• _ 73.40 468.5 484.67 0 _ _ ~ cB E84.87 484?67 ; ~ I se 47a 5z 4s9.2 ~-485.00 40 468.59 CB 68 468.49 52 469.25 CB 69 468.90
O 1 I ~ i 1 I r"~+.. . ~ - _ I \ 1 -1 I ' 19 I 19 I I cv 1 + ~ 1 ' I I ~ ~ 17 ~ + { 1 I ~ r~r- , ~ I , C6 ~ 3 r ~ { { ~ _ ~ FFE FFE ~ 4. ~ s ~ ~ ' 1 2t i • ~ ; . s FFE 48, 33 : t9 I ~ _ ; ~ FFE ~ FFE=' 4.33 4.33 ~ , ~ ; , I ~ I 1 ~ ~ FFE 482,67 482,6 ~ + - - I 1 ~ . ,~E 1.00 , , ~ ~ I ' , 1 t~ . I__ ~ 79.33 481,04 ,1.. I~ - , ; , ; X77.67 479.3 1 ~ I ~ 1 ; t,' I I L. 1 CB 69 479.66 CB 70 456.07 451.8, r r , DI 71 457,80 453.5 66 475.45 07 451.82 DI 71 451.47 80 453.55 D172 453.45
1 i 1 i~ ~ fi t - - I ; 466 _ I ; FFE , F ~ ~ . 477.67 ~ ~ ~ ~ ~ _ I I I , FFE FFE + • + ~ ~ ~ _ _ _ ; } FE 473.0 3,00 I I I c- L_.3~ ~ ~ _ I I I )I I ~ ~ - >r _ ~ ~ _ ~ FFE- DI 72 p. ~ : - 459.80 455.5 I I D 2A 466.50 457.0 80 455.55 D172A 455.55 D173 455.35 50 457.05 D172B 456.95
.c , - , I I I. , t t ~ _ - 1 - FFE , 47 1 ~ ~ , ~ ~ _ ~ , , I I i I FF = F ~ •I ; 71.33 47,1.33 1 1 1 ~ 1 i + Ir 46.00 . ~ ; 7133 ~ ~ 1, i I I , a . _ , _ _ _ . rt ~ _ , ' ~ / r ~ .1 ~ I , L ~ ~ ~ 1 1, ` - ` ~ ; ~ ' ~ : f I DI 728 468.70 464.4 ` ! J • , Op _ DI 72C 471.50 70 464.45 D172C 464.35 50 467.25
1I ~ 466,33 ~ I ~ , FFE ~ ; ,1; ; ; + { { , I I I 1 466.33 I I, { + ....L . ~ ; • 'I'" i L ~ J ~ .w i I ~4..... .....A. 1 ~ ~ . ~ t .ri l ti'! ~ r~ _b {r' • . • ~ " DI 73 462.80 458,5 • 1 I 4 467.70 80 458.55 D174 458.45 70 463.45
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No. Date Designer eV! S!0n Scale
N JEW 1 = 60, UI)
0 0 Drawn BY Date 0 WITHERS RAN ENGINEERS I PLANNERS i SUR 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919-467- AkVEN Sheet No.
N RSM 03 01 2006 GLENWOOD CROSSING STORM ZM DRAINAGE PLAN
0 Checked BY Job No. o i 3 SURVEYORS
° DLP 205274,0 RALEIGH Y WAKE NORTH CAROLINA :919-467-6008 www.withersravenel.com

~ ~ fr ~ ~ ~ \ ~ ~ ' ~ ~ \ ~ / /
~ ~ ~ ~ ~ ~ ~ ~ _ ~ / / / /i
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~ \ ~ ~ \ ~ ~4 REBAR f 2 ~ ~ i / O.C. EAGM WAY
? ~ ~ l \ ~ ~ \ i , / ~ ~ i i
. ~ ~ 1 ~ ~ A ~ ~ / ~ i / ~'f ~ 1 ~ ~ ~
~ ~ / ~ i, ~
- ~ ~ ~'~ti ~ ~ - _ ~ 1 - BARREL
~ _r ~ 1 - _ ~ 1 - r ~ PIPE 1 - ' - - - DIAMETER 1/2" PREFORMED JOIM NOTE.
1 - FILLER, ,z• W~oE PLACE STEM OPERATING WH 'r SUPPORTS AT 3' IG WHEEL
+r , ~ ~ a°'°°a.-~aeas_.._~,,,. ses acre ~ _
~ ~ ~ ~ ~ 1 ~ ~ `t I ~ 1 FROM BASE 8y.. TOP
.t\ ~ ~ ~ TOP OF RISER EL = 437.7 6
~ ~ '1 ' ~ ~ Q ~ 2000 PSF MIN.
~ ? ~ ~ ~ ~~4 ELEVAtIQN sECriorv B~~NG CAPACITY ~ ANT BENEATH COLIAR ANTI-VORTEX DEVICE (SEE DETAIL)
\ { ~J ~ r , ' 7. 1 ~ _ ~ i
% ~ ~ \ ~ ~ 1~ ~ ~ t-- - I ~ a-- ~
Y ti ~ \ / ti / \ ~ l ~ ~ V ~ ~ . ~ !
1 . ~ ' ~ _ ~ f,. ~ ~ ~ ANTI-SEEP COLLAR 48 "0 PRECAST REINFORCED NORMAL JORMAL POOL EL = 435.00
~ ~ ~ r.~ 1 i \ _ r' Nrs CONCRETE MANHOLE (RISER
i W \ i _ 4" 4'x4" TEE BOTTOM O A ° 4" DIP
f - ~ : ~ 1 ~ ~ / Ar r'~, ~ ~ r
~ ~ ~ % II / - f A A 1 r fl 0 ' / r ~ II o 0 rOM OF WETLAND EL. 432.00
1 - / ~ , ? ~ ~ _ II / ~ .l II II 4 ~ ~ s = ~ o 0 4" NRS GATE VALVE III-III. =III-III -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1
if ~ / ~ . ~ II a o TOP IS 10 GAGE CORRUGATED DRAIN EL = 432.00
1 r / t ~ ~ ~ it I~ ~ 1 ` II " ~ ; ' I / ° METAL OR STEEL PlA7E.
43 r PRESSURE RELIEF I o ~ „ _ ~ II ~ ~ ~ ~ HOLES 1 2 OIA. WELDED (NP) PRESSURE RELIEF HOLES MAY BE
r F - - - .r..--- i ~ - ~ ~ j t / j ! i 1 OMITTED, IF ENDS OF CORRUGATIONS ~ ARE LEFT FULLY OPEN WHEN THE 3O ~~0 RCP 4" 90° ELBOW
,A - 'P .~.1, -P ~ ~ .p, ~ F r ~ ES ~ ' 1, - TOP IS ATTACHED. ENV 43~.
1 l ~ ~ 6M P t.~ t~ Cn 1 - _ c4 tJ~ ~J _ ~ ~ _ ~ , - ~ / ~ CYLINDER IS 12 GAGE CORRUGATED
I ~ l„ j .Q ` ~ ~ ~ c JB - - - p 1~ 0 METAL PIPE OR FABRICATED FROM
~ ~ T A ~ t ~ M T ~ N 04 ~ / CD n r i ~ ~ o ~ ~ ~ 72 4 - - ~ ~ 3 STEEL PLATE. v v.'' a. v. v.'.
4`` 1 TACKWELD - ~ ~ ~ - ~ ~ ALL AROUN 0
' ~ 19" N07ES: ~ .a ° .v ~ .v ~ .a i. THE CYLINDER MUST BE FIRMLY v. e o o v. o ANCHOR MANHOLE AT LEAST
l~~ \ ~ 8 MIN. ~ ~ M?N• FASTENED TO THE TOP OF THE v ' v v 12" INTO CONCRETE FOOTING
I ~ ~ ~ 1~ / \ \ 1 ~ ~ n ~ 1 48 RISER. v. v. v. ' . 2. SUPPORT BARS ARE ATTACHED
/ ~ t~~~ , ~ F ES ~ . ~ ,1 ~ 1 ; ~
r" ~ F 1 f ` I ~ ~ / ~l ~ \ SUPPORtf 6 x T2 ~ 1 _ ~ 8 REBAR SPACER BAR SUPPORT BAR SIZE BY STRAPS BOLTED TO THE TOP OF CONCRETE FOOTING 8 RED RISER. ~L X S ~W X I S ~~D~
i i _ ~ ~ .r \ ~ ~ ~ tYP r ~ ~1 \ ~I _ USE 2,500 psi CONCRETE RISER STRUCTURE
~ ` \ / ~ V • \ ~
1 „ ~1 J o ~ - ~ ~ NTS
CU ~ ~ ~ ~ i \ w,~ - i
1 \ ~ ~ ~ ~ 1 , _ / i _ ~ ~ I I _~'r ~ i _ ~ ~ / r GENERAL NOTE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRE SPECIFICATIONS. NOTES
1 , ~ _ ~ \ + 1 I KITH CURRENT CITY OF RALEIGH AND NCDOT STANDARDS &
~ ~ ! 1 I, _ _ J ~ 2. ALL CURB ?URNOUT RADII SHALL BE 25 FEET UNLESS OTH 3. THE INTERSEC710N aF RIGHTS-aF-WAY SHALL BE ROUNDED ILESS OTHERWISE SPECIFIED ON THE PLANS.
o ~ o ~ I ~ ~ i i _ , I ROUNDED WITH A RADIUS OF 20 FEET UNLESS OTHERWISE
r ` ~ ~ , ~ _ v ~ 1 ( ' ~ ~ ~ _ ~ ~ SPECIFIED ON THE PLANS. 4. THE CONTR,4CTOR SHALL CLEAR AND GRADE THE ENTIRE RIG ENTIRE RIGHT-OF-WAY WIDTH WITHIN 100 FEET OF ALL STREET
\ - ~ - ~ ' j ! I 1 f r 1 ' i 1 ~ ~ r , W7ERSECTIONS.
/ ~ i O r ~ ~ ~ ~ ,y ~ ~ ~ I i (,,I 5. THE CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TRIANGLES A7 ALL INTERNAL SUBDIVISION STREET INTERSECTI 6. OPEN SPACE WITHIN THE ~EVEIOPMENT SHALL BE MAINTAIN 7. HANDICAP RAMPS WILL NOT BE INSTALLED WHERE DRIVEWA RAMP LOCATIONS AS SHOWN. IECESSARY 70 PROVIDE 15' X 250' SIGHT DISTANCE INTERSECTIONS.
~ ~ ~ ~ i . ~ ~ ~ ` \ ~ \ ~ ~ ~ o ~ ~ 1 ~ ~t ~ ' ~ 1 ~ MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. DRIVEWAYS ARE LOCATED IMMEDIATELY ADJACENT TO THE
~i ~ _ ` ~ ~ ! ~ ~ ~ . ~ ~V ~ 1 ~ IV .p.
i ~ 1~ ~ ~ ~ ~ A ~ l i T v ` IIr Y I 8. THE SUBDIVISION FILE NUMBER IS S-73-O5.
i~ ~ ~ ~ ~ 7~ - \ ~ ~ ~ ~ 1 ~ , T ~ .P ~ -p'' ! -P -p 1
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30 0 15 30 60 it
CONSTRUCTED WETLAND POND -PLAN VIEW
1 "=30' t inch - 30 ft.
SUMMARY INFORMATION GLENWnOD CROSSING
EXTENDED WEAAND
STORM QPEAK QPEAK MAX MAX FREQUENCY IN WT WSEL POND ST 1R CFS CFS FT AC 2 56.33 6.10 437.38 1.41 MAX POND STORAGE
AC FT
RISER 1.41 1.89
100 YR. STORM EL. 439.03 III,,III,,III TOP OF DAM EL. 440.00 to 86.95 39.21 a3s.to t.ss _ 100 120.99 57.44 439.03 2.56 2.56
10 YR. STORM EL. 438.10 111111- illl ~ ~ E~EVanavs No~uA~ aoo~. E~vanoN ass.oo Fr 5.00 FT
2 YR. STORM EL. 437, 38 TRASH I-' ' I I = TOP OF RISER EL. 437.16 HOOD i =1 11= -I I ' c~sr ~vanon? 437.16 FT 7.16 FT
i~ ~ TOR OF OAM ELEVADON ~ao.oo ~r 0.00 FT
- ~ _III„~I = WATER QUALITY POOL EL. 436.76 _ illy AREAS ~ I II~+~ PERMANENT POOL 9URfACE AREA 21,845 SQ DRAINA(~ AREA 23.98 AC
III-1 _II ''-111-111,~i= - NORMAL POOL EL. 435.00 ,845 S(~ FT '.98 AC
-III III= IMPERVIOUS AREA 11.68 AC 68 AC
~ 1=1 I I-_ _ I I 1- ~ I-1 I I-1 -I 11- MINIMUM SLOPE 3 1
i~I-III OTHER PARAMETERS
~ I I ~ DESIGN RAINFAU 1 IN. RUNOF II I I atAwnowN DE~c~ o~~cE 'N. RUNOFF RIFlCE
I I 1-1 I I I I 1=i ~ . MIN ORAWDOWN TIME REQ 0 90 HRS 0 HRS AC FT
~ i-1 11=_ -III-1 I I-~ -I 11- ~ -III-1 I I ~ I I I 'EARTH DAM MIN OETEN110N VOIUAAE REQ'0 0.97 AC FT DETENTION VOLUME PROVIDED 0.97 AC FT AC FT
=1 I I- ~ I I- ORIFICE
-III I_I •'.a I I-III-I I = _ - 1=III=1li- DISSIPATOR PAD RIP RAP - I I-1 I I-i i ~-1 I I a?~FlC~ s~z~ = z.s' 2.5'
~I I I~ ~ ~I I I~ ~ ~I I I~ ~ ~I I I~ ~ ~ " =1 I I_I I I, ~ i 1=1 I I, -I I 1=1 I ~.uME ro e~ uR,vNEU = az.315 CU F DRAW DOWN TIME = 2 DAYS 315 CU FT 2 DAYS
ANTI-FLOATATION DEVICE III-11 ~=1 ~ ~ ~ ~ ORIFICE AREA = 4.14 S(? IN 14 SQ IN
~ ~ ~-I I (-III-= _ ORIFICE OfAMETER ~ 2.50 IN ' ' I 1-~ ~ ~ ORIFlCE FLOW = 0.163 CFS .50 IN 163 CFS
" -i ~ ~=1 I I=1
W ANTI-SEEP COLLAR Z i I-I I
0 Q ~~i iT~-ill=~~
3 RCP OUTLET PIPE W PIPE
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t0 L CARE
U O ~~11111t{11111//!// ;
~`~OFE /p
3 CROSS SECTI a ;TIOf~ ~ Q Q
vi N TS.
i i
o NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE
3 INSTALLED AT PRIOR TO THE BEGINNING OF OVERALL ii~
o SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT NOTE: NOTE:
CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION. 1. KEEP I. KEEP 4" GATE VALVE CLOSED UNLESS THE NEED TO COMPLETELY DRAIN
N ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED THE o THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE THE POND IS NECESSARY FOR MAINTENANCE PURPOSES.
SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED 2. THE THE CONTRACTOR SHALL SEED AND MULCH ALL BARE AREAS (EXCEPT IN AREAS
AND THE NORMAL POOL ESTABLISHED. ~E FENC WHERE PLANT MATERIAL IS PLACED) AFTER CONSTRUCTION IS COMPLETE. SILT
FENCE SHOULD REMAIN IN PLACE UNTIL GRASS HAS BECOME ESTABLISHED.
E II 0
Date B Designer Scale No. Revision JEW SEE SHEET
110, o Drawn By Date WITHERS RAV kV N Sheet No.
G N JEW 03/01/2006 GLENWOOD CROSSING WET ETLAND DETAILS ENGINEERS 1 PLANNERS 1 SUR 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]
U) Checked By Job No. SU R V E Y 0 R S
oLP 205274.00 RAL E (G H WAKE NORTH CAROLINA :919-467-6008 www.withersravenel.com
Y

ST?RMWATER POCKET WETLAND
SCREEN
1 _ 1 / / - ` ~ 150 MC Myrica cerifera Wax Myrtle
~ ~ ~ ~ i Z?NE 1
e ~ Y, \ / f i ~ 1' 170 CA Carex spp. Sedges
X J ~ i F' t r ~ ~ 220 CE CeratophylluM der~ersuM Coontail
` r ~ i ~ r 100 LE Ler~na sp. Duckweed SO PO PotaMOgeton pectinatus Pondweed
i r ~ i ~ t 100 PT Vallisneria ar~ericana Witd Celery
l ! ~ , ~ 120 PV Peltandra virginia Arrow AruM
~ ' i ~ i 1 _ r - - - - 100 VA Valisneria aMericana Wild Celery
/ ~ ~ ~ 1 r ~ j - r - ZONE 2
/ ~ ~ ~ ~ \ 303 AC Acorus calamus Sweet Flag
/ \ ~ ~ ~ i i~ ~ 4 f'~.~_--- _ _ _ . 327 AV Andropogon virginicus Broor~sedge 260 PA PanicuM vergatur~ Switchgrass
~ I i' / / / ~ i i
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~ 4' a. 1 ~ ~.r
i ~ ~ ~i ti.. 1 - NOTE<S)~
f ~ i r ~ ~ i`
~ I ~ ~ ~ ~ J ' I • ~ ` 1. SEE PLANTING PLAN, SHT. 16 FOR COMPLETE PLANTING DESIGN.
i / 4 ~ ! / ~ ~ 2. ALL PLANTS IN WETLAND AREA SHALL BE 4' POTTED PLANTS
I ` ,l t f %
, ~ ~ ~ i 3. SEE PLANTING PLAN, SHT, 16 FOR MYRICA CERIFERA SPECS.
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JEW SEE SHEET Sheet No.
Q Drawn By Date GLENWOOD CROSSING WETI E 16AV N
N RSM 02/28/2006 ETLAND DETAILS(2) WITH RS RA ENGINEERS I PLANNERS I SUR SURVEYORS
o Checked By Job No., 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: 919-4 Fax: [phone] www.withersravenel.com
o oLP 205274.00 RALEIGH WAKE NORTH CAROLINA
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~ 00 to 100 M 0~ ~ o ~ ~ p ~ 01 > a0 I~ h I i0 ~ N ~ I W I N M M M M Id' ~ N ~ ~ 0~ ~ N ~ ~ ~ a0 i a0 a0 00 0~ I c0 I co cU tp t~ ~ f~ n ~ ~ r~ ~ ~ ~ ~ ~ M M M ! d~ ~ d~ I d' I i r+3 M d~ , d~ ~ ~ d' ; ~ et d' I l
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N Sheet No.
NO. R@VISIOtI Date Designer Scale N JEW 1 50' PLAN & PROFILE WITHERS R A TRIAL DRIVE ENGINEERS I PLANNERS I SU SOT INDUS 111 MacKenan Drive Cary, North Carolina 27511 tel.- 919-469-3340 fax: 919--j
Drawn By Date GLENWOOD CROSSING PL I SURVEYORS
JEW 03 O1 2006 fax: [phone] www.withersravenel.com
N Checked By Job No. WAKE NORTH CAROLINA BAREFOC
~ DLP 205274.0 RALEIGH 0
Y

)1 DOUBLE 48 RCP
_ CuwER r _ _ ? , _ ~ _ ~ ~ . . S' . . Q` .
- - INV = 42800 ~ , ~o ~._.--o l y F ~ , ~ \ i .w. r~. ~ ~ _ ~ ~
_ . _ \ . Y ~ ~ ~ ~ w w~" Y' Y' ~
~ ; ~r .n I ~ 4 1 , F A NOTE A IF EXIT VELOCITY 0 B N AS RE UIRED TO OBTAIN W N BAST Q ~w F A IN IS SPECIFIED EXTE D r o B s ~ ~ R w - THAT 0 C OSS ,r`
` 4 i ~ Hw~ , ,9+ FF NT ROSS-SECT - ~ SU ICIE C S CTION AREA AT SC, E I N A-A SUCH ~ NA AR A AT SECT 0 SECTIO L E ~S des 1r" ~l" w w Y' w~ - P IFIED EXIT VELOCITY. Y' ~T SC, A A SEC
- - ~ S 5 ~ T ; 5 za+oo I-- N 02 0~ ~ ~ Y' Y" w ~ ~ Y" Y' Y'"'
i = d ~ ~ r ~ oo , P A N TO CONFOF WRA BSI ~ 2 71. - IN HOUL . _ FLOOR OF 6AS S T P OF RIPRAP IN HANN L. 0 AMC E F M T NATURAL STRE CON OR 0 ~ ~ ~ ~ Y" NATION OR LOWER THAN ,r I HOULD BE AT THE SAME ELE S
~ ~ I f - • c0 HANN L BOT' A RAL C E N TU . ~ ~ J L BOTTOM AT SEC. A- A, E J ~
~ - ~ ~ ~ ~ NOTE B
/If / ~ ~ w r / ? rrir o ~ ~ - ~ ~I , , \ 1 _ ~ , ~ ~ r ~ kid&
4 - r1 . ,r- ~ EI, ~ \ Y' Y'
- ~ . 6 , CONC~`~ , HW ~ o ~ ~ ~ .I - - 6 DISSIPATOR P I, ~ ~ ATOR POOL ~ . Y' APRON ~ ~ ~ , ~ ~ Y" 4 t,L sTAe UZW SLM
f / p ~ 1~ :.tip . \ ~ FES ~ 2 ~ ~ ~ , ~ ~ ~ ~ • 1 ! Jr f _ 15 ~ FES ~ ~ ~ t NATURAL CHANNEL NOTE A S C. A-A
8 ~ ~ _ 2 .,cA ~ P ti P S k i P ~ - ~ J ~
~ ~ ti _ - ~ ~ E 48 RCP DOUBL a _ w . - - - ~ z ~ ~ - 4 _ CULVERT > > ~ , MCP ~ STA6LE tR1015RJRBEO auTLEr AREA
k ~ / _ r~ . i ~ INV. 429.00 r - - - ~0 I , ,~w,, I ~ ~ I11
S 9 ~ _ _ . TRANSI 0 , I ~ , , ; J r , . 424.50 'r • i ,r rim"
o Q . t ~ f• ~ ~ _ IDEWALK TO 6 _ , ti ! T
9 ~ _ _ k - . r . \ I I
~ _ ~ l ~ , O~ r , I ~ ` ~ ~ , ~ ~ ~ ~ GERM AS RE UIRED Q ~h PP RT RIPRARP s ELEVATK>H TO SU 0 3 ELEVA7M PANTS
r G R. 3~0 CU & - ~ . ` \ ~ ,~S R SLOPING aN sPaEAotT THI KENED 0 C ALL AT $A1R PTIONAL -CONSTRUCT TOE 0 SE . B-B TON SPREADER ALL AT SAME ELEVATION
/ . i 1 . , . ! / - ' - ~ X AVATE TO THIS LINE EC , TR AM CHANNEL IF DOWNS E
~ r 451 - - - - \ ti,`\` .,~~I, \ BACKFILL WITH RIPRARP Y" RA ATION IS ANTICIPATED, DEG D ELEV 1f PT, V
r 1 / r ~ - TS ~ 5- 3 ~ - 0 SURfiE STONE -SURGE STM UP
- - • - 459 . _ _ . _ . ~a 4 1-----T _ _ _ _ - . ~y ~ aowwaa? w+c uwa ~ a v~~ ~ ~o uNra~ >e~oa~ MI CAOM0~1
~ 4 , r ~ ~ , - - 9'53 ~ _ - _ - - 54 ~ - ._.T. 2 ~ Ma ao aaoc ae? TMc u~wyn a mcc ~ ~ 424.50 I~TA1ft w~ 111G? As t+uolc aa~c ~a «~a~ oioNON . ~ Boas otwMaNm
` i f r - - ,r i ,457 O~ ~ - ` , - 1 ~ . l ~ A>Kil IE {10~ltNiY MOOw1 Nq ~ti. A ~ er ~~t dIRtT pN'OiAI WR ~ ( ~,ti~ti~,.;:,~~:~~~\~ ~otrn~o ~ ~ w+ww xoic a iat
~ I I I r I :II I ~ Y" I i ( I I ~ ~ ~ `J l 1 ~ ~ t ~ ~ ~
~ . I ~ 1~, , ~ ~ O P 1 ! I~ RM AS RE UIRED BE Q N TE B 0 r;-~~ ~ ~ ~ T PPORT RIPRARP P 0 SU
j ~ i - - _ - -z l ~ r I ~ r ~ - . R P t R F . 0 P O R P , , : r~.. t , , I, 11lE MATiMIO SHauLO ~ A 1NNMM OF 4 FEET wloE ExTENO1NG 6 NiC~B 0rot THE ~ , IINIfFD 4 MCHES OEEi* IN A vER11CAl TRENCH ON 1HE IONQt EOOE. 1HE Ur~'EIt EDq HEM 0" THE UP AND RIE wM'ER EDGE SHOULD
I r ~ Q, - I I , `1 1 TT t Y T ANO BE ~{S~lELY HELD IN PLACE TNTH CL06E1,Y N BU ACAI!!g 9MOOTHI ql ,00 J S - MEAVII OU1Y MANIE 3TAPI,ES AT LEAST 12 M~CNES LO>1Q XCAVATE TO THIS LINE . E F of STORM 1MTH CLOSELY SPACED ,TOM RUNOFF.
-I I I 170 / I I , r ~ , I ~ 17 I I ! I I r~ / I` _ ~ I i' L J 1 1 ~ ' + 1 S ; \ y , t . ~ iMA t EN9URE THAT THE ~PREAOER Is LEv0. oR ur>~'a~M sPREAorlc N ~ 6ACKFILL WITH RIPRARP ~ caNSTeucT THE LEVEL s~REAoER oN uND~Tt~ReEO soy. (NOT ON Flu) ~ , iMA t NNEL TO OLM SMWD&Y
_ I I I ,I I/ i I ~ I 4X P~ ~ . ~ ~ 50 100 ~ W .1 50 0 15 ~ OF 1 C~ ED QX R ~ 4. CONS1RUCT A 10 FOOT iRAN91nON SECTION FROM THE OIVER910N CHANI+RL O 81EN0 pR ~ p?P WP? - rNTN THE NgTll ANO oEP1H OF THE LEVEL SPREADER. F - IAMETER FOR w D a GE 0 S. OISPERBE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABIIJIED SLOPE. NOT ED SLOPE. NOT TO EOM
- ~ ~ I ~ 1 I I - r ~ ~ l I . i j ~ TR,~~ ~ I - - ~ ~ r - 1~ 1 0 Q ~ PIP LVERT 100 MAKE 9uaE THAt THe s<oPF IS suFflgo+nY sMaoTH TO KEEP THE Flaw FROM E CU b. MMIEOIATELY AF1ER IT'S caNsTauCnoN, APPROPRIATELY ~ ANO MULCH THE ENnRE FW FLOW FROM CONCENTRATM LCH THE ENTIRE DISTMED AREA
~ = o 1 inch 50 ft. OF TILE L!U[L SPREAOtR. ~i
3 3 t, PRA R ~ V D ~ L L
HORIZONAL 2:1 CULVERT MUST ~ LEVEL RIZONAL t ~ ,,r oowNsTREAM ~uP~ ~ ~ ~ ~ 11[ ENTMlE LDiCTH CF SPAEA~ w ~ , SPREAOLIt Lp MUST ~ 1 MMMUM.
C ~ A RE UIRED soy ouNs FoR Q,EVA110N. ERM S B ~a:~~ ; , fLOM, G ~ , FP RT RIPRARP TO SU 0 RIP RAP SECTION
a A ~r ; uRaE sTaNE a
CEO-T, a(iN.f iAORIC I EX1EN0 A MMSMNM OF RIP RAP OUTLET PROTECT FOOT PAST "LIp" AND ENEI~if ORATOR OUTLET PROWX IION W DIWATOIt
SEE PLANS Fq! OETAA.S s FOR DETAILS
UN0181lMIBED GROUND WHO i
N. T, S. aRAss LMIED pIANNa r oaEP, WIDE i
SEE PLANS FOR LENGTN ANO ELEVATION ~te~a, c~onTr:a. ?~nMC Te ee ru+n s~dxrm w GRAS ~ CMAN,Rl.. AND ELEVATION
I
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_-I _ _ - _ _ I. _I . . I , ~ tuIAINTEHANCE
I__._._--. _._f.__.. _ i _ I I. ~ ~ I _ - - r ~ , I,gPECT 111E LEVn SPIIEAOER AF11ER EVERY RA~ALL UNtll VEGETATION IS ESTABUSHEO STAMMM
1 ~ _ --._.r i ~ ~ i 1 _ _ _ _ __.._..L . _ . _ 1. _J AND PROPERLY MAKE ANY NEEDED REPAIRS. AF1Ek 1HE AAEA NAS BEEN STABIU~D, MAKE PERK101C I,ISPEC110NS Atq KEEP VEGETATKSi IN A HEIILIHY~ VK~OROUS OONOITION. MjzM CONDITION.
~ I ~ r - - - _ . - __l - - _ _ _ . . ' I ~ ~
~ I__.. _ - - _ _ -.1------- I I_-_ . ~ 1 i ' i... t i I I ~ I i r I ~ ~-----I-_._. ~ ~ OONSUI.T STATE GUIOEI.MVES FOR IEVEI 9PAEADFJt OMIQISIONS
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N JEW 1' = 50' Drawn By Date REAM CROSSING WITHERS RAV skVEN 7
° JEW 03/01/2006 GLENWOOD CROSSING STRE SURVEYORS
N Checked By Job No. :919-467-6448 www.withersravenel.com
o DLP 205274.0 RALEIGH WAKE NORTH CAROLINA BAREFOO SOT INDUSTRIAL DRIVE ENGINEERS I PLANNERS I SUR 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]
Y