20001267 Ver 1_Site Plan_20001002

. ~ _ _
°~r 40' R/W o~~,
RR ~ ~ NORTH
sR
3g6e ~ a z~a 3.5' 3.5` 26 B / B 3.5' 3.5' GRAPHIC SCALE
00 ti BO 0 b 80 130 p<0
y j 1/4' per ft. 1/4' per ft,
a COGL SPRING ROAD
1/4' er ft. ]/4' ti ~f, per ft, (IN FEET )
2~ 4 v 1 inch 80 fl
o¢ 2-1/~C" I-2
y~ g 9 ~ wESCOTT vE 6 A ~ B ~ C ~ 1 10

30" Rolled Curb ~ ~ QUANTITY TAKE-OFFS NOTES
0
y KINGS CREST LANE ~ ~ STREETS: 1,055 LF NEW SEWER MAINS ARE 8"
MITFORD WOODS CT. e 4 I ~ SIDEWALK: 965 LF NEW SEWER SERVICES ARE 4"
WATER: 2,095 LF WATER SERVICES ARE 3/4"
SITE P~
,p pP~ SAN. SEWER: 1,325 LF STORM PIPES ARE R.C.P. w
9L 0
3 2 ti 4 'A? yPG 1 I STORM PIPE OUTLETS ARE FLARED END SECTIONS
dC~, SA ~ I WITH RIP-RAP VELOCITY DISSIPATORS.
'AD v ~ i CURB INLETS (C.I.) ARE CITY OF RALEIGH R. ' r
va a STANDARD 5' O.M. CATCH BASINS. J~

~~o VICINITY MAP I Wk~.aliL.'C'!1~~ J
I~=soo' (APPREX) ~ L KINGS CREST LANE
J As s
/ A~G^ ~ - - Kings Crest Lnne
C~ ~ ,y` Existing 45' R/W MINIMUM YARD SETBACKS
45 R/W ~ ~
~ 5 ~ FRONT: 20 FEET
~ ~ ~ 24 24 SIDE: 10 FEET
r 1 Ral h Justice, Jr. ~p~sh 3, 5 P a h, as i F.. 6 26 B/B .5 5 ~0 4a~S~
Zoned R-4 or o P a4~ i ~ Jy we '~n,~P l~ W
\\o \ CORNERASIDEIDE2(~OT EET THAN CORNER): 20 FEET
1/4' per ft, pe'~i° V ~k Ai ~ ~ REAR: 30 FEET
1/4` er ft. 1/4` er ft, 1/4' per ft, ~ o ~Q~ /}~yy
' P 1L 2, % Roo ~ ~
m 2-1/2" I-2
z 6" A,B,C~ - 6 ~ 23 . ~ 23 ~ ~
0
~ r 30" Rolled Curb ~ i sh s St;. d
Conc. Sidewalk
8 x ~`9 SUMMARY INFORMATION n ~
KINGS CREST LANE
ara~ / 8 TOTAL ACRES: 8.12
TH~RNBURY CREST T, C Mildred M. Cary ZONING DISTRICT: R-4
7 / P'~ .2 °~o~ WAKE CO. PROPERTY IDENTIFICATION: 1728.01-18-3700, 1728.01-18-4799,
Zoned R-4 22
9 ~ / 11 1728.01 -19-5296; 1728.01 -19-2130 (PARTIAL)
~ TOTAL NUMBER OF LOTS: 24
50` R/W
80' ...o.. ~ PROPERTY IS OUTSIDE CITY LIMITS -ANNEXATION PETITION TO BE FILED
LINEAR FEET ::d °UBLIC STREETS: 1,055
EXIST, PAV~ _ ~ AREA IN REST _ FNT!AL STREET R/W: 54,854 SF (1 .26 AC.)
10' 10' EXIST. SHOULDER
9,5' 15,5' AND DITCH MITFO Rp W OOpS BATH SIDES CT• 21 - - AVERAGE LOT SIZE: 12,460 SF
10 MINIMUM LOT SIZE: 10,890 SF
i /4' er ft.-? 1/4' per ft,
Sidewalk ~ 9 SHEET INDEX
n 2-1/2 I-8
Dwight E. 8 A.B.C. SHEET 1 EXISTING CONDITIONS
„ & SHEET 2 LAYOUT
11 12 Std, 30 C&G Shelly V, Justice
~ 20 SHEET 3 WATER, SEWER, & STORM DRAINAGE
CRISP DRIVE Zoned R-4 \ SHEET 4 EROSION CONTROL
SHEET 5 KINGS CREST, SEWER OUTFACE "A" (8+21.15 - 9+11.91), SEWER °C", STORM PIPE RUN 8-9
i $ \ SHEET 6 THORNBURY CREST CT., SEWER OUTFACE "A" (2+69.27 - 8+21.15), MITFORD WOODS CT., SEWER OUTFACE "B"
SHEET 7 SEWER OUTFACE "A" (0+00 iv 2+09.27), STORM PIPE RUN 17-18-22-19-20, STORM PIPE RUN 19-21
1,
1~ SHEET 8 CRISP DRIVE WATER EXTEP~SIUN
SHEET 9 DETAILS
19 SHEET 10 DETAILS
14 SHEET 11 DETAILS
~ SHEET 12 DETAILS
~ \
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
18
ALL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
15
7
HADLEIGH SUBDIVISION
16 1~
S-33-2000
_ _ OWNER/DEVELOPER:
_ - -
MKVK DEVELOPMENT, LLC
- - _ _ _ P.O. BOX 98449
_ _ _ _
1 - - - - - RALEIGH, N.C. 27624
60 59 PHONE: [phone]
62 61 58 ~ FAX: [phone]
~ nri
K t LtHJ L U r UN K LV IFW UNLY PLANS PREPARED BY:
M. T. BURDEN ENGINEERING, PLLC
1 ~ \ NO" NOT TO BE USED FOR CONSTRUCTION 107 SALEM TOWNE CT. APEX, N.C. 27502
;~92~pQ
PHONE: [phone] FAX: [phone]
REVISED 9/30/00 PER CITY OF RALEIGH 1ST CONSTRUCTION REVIEW

Wood S rin Phase one P 9 one
B.D.M. 1993 Pa e 1 388 9 38
Zone R-4
GRAPHIC SCALE
INF~ORMATIGN HERE TAKEN ERGM 60 0 30 80 120 240
0
RECOMBINATIGN OF THE PRGP RTY ~ E DE o ~ o
° ~ RALPH JUSTICE JR. AND RECOR ~ ~ ~ Q
DING GE ~ ~ , (IN FEET ) ,3 M ~ 1 inch = 60 ft.
PRIVATE ROAD EASEMENT ~ / i l i / ~ , ~ ' , i ,
/ , 8 ,'9,~ / B.D.M. 1996 Pa e 510 ~ ~ - 10 /
9 ~ r / / I x stin ~lverhead ale 'Eric' ~ % , , ~ ~ / / i ~
~ r _ ~ ~ ~ ~ ~r ~
, ~ ~ o ~reloe~ateeC th u ' ; net de,~e'~pr~ent) , I r / e Cable Pe est i, p' storr~ PiP - ~ r 1 !'Existing 3 ' tg"ire relo tee ~ ' -
~ ~ 'r ~ t4 ; ~ / i (tio b~ cogPdin ed wjth ~ , ~
' ' ~ ower core a J ~ ~ I ~ Exl tin ~ Exiting Va e & F)9 i r a - _ 1
~'~.To be ~ er1 ved ~ a r r SOILS DE ~ r r LINEATION LEG
~ ~ Utili ' P le ~ ~ / ~ ~ 1 END ~ T
d ,~Y d ~ r , ~ ~ ~ ' o . r ; ' ~ ~ ~ \ , , ~fi -~'r ~ x
i~ rs % ' r i 1 I i ' 1 I ~ , , ~ I i ~ ~ ` 0 FH i 380 1 FLOOD HAZA RD SBILS FLAGGING WITH NUMBER
f ~ ~ i ~ ~ ~ ~ ~ PIN ~ II - 1
i ~c ~ i ~ 7281='1'9,-5296 , s i ~ I \ ~ ~ ~ ~ '~'I • W1 WETLA NDS FLAGGING WITH NUM ~ t BER
NE ' OUN ' ~ oo ks ARY WIT!#-PRQPQSED REC[~t~NATI~N, ~ •Existirg, Valve ~NATI~PI, 1 - - Existing valve
a ~ TWIT ~.AL --J~k!'S'I'ICE PRBPI~RTX; \ • ,
1 1 ~ Existing 12 Water (Private) NGTEi - ,
' ~ o L l L1' ~ ~ ~ ~ i ~ ~ 1'42' r +y ~ Existin rivate water (6' or 8') to be lu ed west
r ~ ~ ~ ~ ~ W 27 ,b8:\ L 90 .g P P gg SOILS DELINEATION BY of existing store pipe and.cerloved-be and H A L ~ W E N& A S S 0 C I A T E S I N C, - i ~ ~ ,
Existing valves ` / \ LILLINGT~N, NORTH CA
~ ~ ' - l~ R~LINA ~ - S ~
o~ o ~ ' ~ r---~ 1 \ ~ ~ \ ~ Kings rest Lane
PIN 1728,01-1~ 2130 - ~ , ~ ,WSJ \ •.i . ' \ FLAGGING L~CAT Rer~ ve ~ ED BY GLENN D, WAR Exis in a5 R/w D & ASSOCIATES
. \ ~ Isti } g , ~ ~ s 100 Well Easer~ent wa r ~ , RALEIGH, NORTH CARD~I
N ~ NA ~~Manho ~ 1~' ' Existl g 15 storr7 pipe
A ' ' ' ~ ~ - , R P\ W ~ S- V A \
Ral ~ sti~,e, ; rr' ~ roen \ a P , ~ \ o , ry qS '7 „,i ; ; ' ~ ° gar s ~ bA ,q ~xlst, Sa~elite 1 ~ l ~ ~t ~
\ ~ , ~ ; ( ~ y'~ dn~ rt• P L 4114 (To be rerioued; 1st, Sa~elite Dish \ ~ ~ a Abe rerioued) ~
1 ~ ~ ~ \ ~
1 S X o / X , A ~ \ ~ ~ a 4092 ~ . l,gl,~' 18 , , ,
or v - _ - i N ~ ~
a \ iK , ~ R ~ a^1 , a h ' ~ , ~ ~ w
~ a ¢ ; - - ~ UtiU Pole ' ~ ~ 1` ~ k
\ ~ - ^ Fk! 1 l v \ 12 ~ \
- - T S1`/ ~ S88aij6'~ o bP n9 1 140, r s ~ ~ ~ ~ ~ Crisp Drive n , \ y~ SEE SHEET 8 F R RI 9 . ~ O C SP DRIVE WATER EXT NSI N ~ \ / Existin 50' R/W E e r r ~ ~ 17 g
\ ( ~ o ~7 oh e Sto \ , ~ ~ Existing 20 Paver,ent, ~70~ r ~ ~ ~ 1 .QC~ /2°
\ h e y , ~ - ~ shoulder, & ditch section
~ ~ ~ h Cleanout phi rho PQ >.nout pri Q P ~ ~ it. r ~ ~ I
~ n o you ~ ~ ~ '@a\ \ t r SP ~ ~ \ Pcor i \ \
\ a ~ ~ 06 W \ \ ` 406 ; `~9, ~ \ v v
15~'~{~9 `moo , ` h , Mildred M, Cary Ex ~e \ ~ i ~ / % \ ~ a Existin os valve
, Liggh~r Pole \ ~\r9oQ g g (To'be r ,y h~ Existin deter
Zoned R-4 \ ~~o , ~ \ ~ ~ \ ~ Cleanout ° a eMOV~) + ca 9 t \ \ \~'a ,a 16
~ Exist. ~ ll ° ~ ~ Y /wad ~q,0 11 \ e toy
d r ~ ` 1 r¢o ~9 \ / (To be,~ filled) ~ ~ \ c ~ ~,~~~ayc 3
¢d ` ~ ~ 32' yak E 52'EOak Utility Pole 15~~~9 oGp~' ;tr ~ \ ~ Kok`. 52'E~ak ~ ~ ` \ % Cable TV Pedestal
~ / % ~ ~ \ 11 1Y RCP ~ Maabox \ \ d~ Telephone Pedestal
c~ d ord ~ ~ ~ / \ \ e ~ , ~ , ~i ~ ~
~qo ~ ~ ~ K i s C r e ~ >r RCP st Su division \
' 15 / \
i g
o , ~ ~ ~ PIN 7 - `PIN 17~ ,01-184799 ~ I M i ~~~,A
1 28,01 1~,-3700 ~ ~ ~ ~ --1 ' _ 10 \ , Existing Landscape ~ ' Tronsiorner P d
~ \ \ ` i \ Brkk Entr nce
\ \ ~ \ Q 9 ~ Existing gas valve
~ ~ u; ~ ~ ~ 1 , - \ \ M ,8 / ~Q ~ !`T , ~ ~x ~Sr 15' RLP
WETLANDS & \ o FL~~D / ° ~
a? \ HAZARD -ti- ~ ~ ~ / O~ \ ~ \ \ \~r Brick Entrance Cable TV Pedestal
SBILS ~ ' ~ r \ \ ~ \ \ Meter \ • Light Pole
LINE TABLE . ~ ~ J d ~ ~
.---,w ~ f V \ v LINE BEARIN G LENGTH Dwi ht E. ~ \ ~ ~ \ ~ \ \ ~ \ ~ \
A-B N03'44'S7'E 206.34 9 ~ \ gyp, ~ Brkk colons \ ~\i \SC
B-C N03'44'37'E 6,60 C a U J ~ - pc v _ r C-FH1 S72'S8'06'E 8,78 ih ~ J ~ ~ 1y RfP
c ~ ~ \ i FHI-FH2 S72'S8'06'E 40,40 Shell Justice 80 ` ~ y z \ / l ~ ~
FH2-FH3 S7T16'14'E 47,22 \ ~ ~ FH3-FH4 544.59'00'E 3554 Zoned R - 4 ~ - ~ ~ ~ ~ ~ ~ ° \ \ e ~ Cable TV Pedestal
FH4-FH3 SO] 4830E 49,87 ~ ~ ~ \ r \ Le end for existln under round utilities b ~ `tom,,. ~ i' 9 g g . B' ink
FH5-FH6 S33'32'S2'E 57,27 \ ~ ~ ~ \ FH6-FH7 S43'41'S1'E 55,08 - '-1 ¢ \ \ ti~
, A ~ . FH7-FH8 S52.49'30'E 62,36 fM1 , \ ~ ' Electric sa ~ \y ~ti ~ ; , ~ lS' RCP \ ~ ~
FH8-D S52.49'30'E 3,45 ~ ~ ~ r - - e FH8 ~ ~ ` ~ \
LINE TABLE D-E N86.4T43'w 15.10 Field location of channels ~ yu ~r°h ~ \ , eepoe
LINE BEAR N TH E-F N86'a7'a3;W 103,01 r FH3 ~ ~ I G LENG B-Wi S64.42'19E 4,00 ~ ' ~ - W °o, LI N89.56'45'W 66P6 ; i ay~~., X - , - Television i i ~ P
, W1-W2 S64.42'19'E 40,94 ' L2 N19'46'11'E 98,73 W2-W3 S66'02'44'E 51,90 I W3 0? ~ 379,3 \ ~ ~ - ~ 3 E` ive ~'-Water I a ~ ~ P~1 Crisp Dr
L3 S00'18'08'W 70,53 W3-W4 S3T45'43'E 33,54 ! I FH< ~ ~ _ _ ~r ~ y - L4 S89'45'S9'W 58,54 ~ ~ _ ; " ~ / ~ ~ L ~ Woter
W4-W5 S08.31'28'E 46,55 I r v ` ~ ~ L5 S00'18']5'W 45,76 W5-W6 S20'42'20'E 5336 ~ ; ' / Exl t n t'lities sh wn ba l ` Existing valve & blowoff s i g u i o sed on fled survey perforr,ed ` ~ ~ 1B' RCP C tend of 12' public Main
L6 S89.45'59'W 33,77 W6-W7 S67.O1'46'E 53,64 ~ ; A\ w ~ ~ ~ L7 N03'49'S3'E 36,85 _ r ~ i ~ ~ by Glenn D. Ward & Associates of Raleigh, North Caro~!na. ~ b erloved, % 3° Llty Llnlt Slgn t0 e r
W7 W8 S51'4T09'E 47,87 ~ , ~ ~ L8 N87 59 24 W 53,79 WB-E S51'47'09'E 7,15 ' i ~ I ~ ~ ~ I / , ' L See sheets 3 & 8. / Q, a
/ ~ ' / Q~Z Latch Bosln
I 3 8,6 Channel location based on topography shown fror, Wake Co., G,I,S, I ° - - / It is the responsibliity if the contractorts) to varify ~ / s' City Stondord he ocations of existing underground utilities and to ff / 7 ,
~ notif the en Ineer iMrlediatl of an utilities not shown, ~ Y 9 Y Y
CURVE TABLE o. ~ CURVE DELTA RADIUS LENGTH TANGENT CHGRD BEARING CHGRD j - ~ ~ ~ ~ 1
C1 4.29'45' 369,46 28,99 14,50 S00'23'08'W 28.98 - , . - ' H6 ~ ~ \
C2 89.2744' 25,00 9 4 r / ~ ~ ~ \ \ W"4 - -J 3 ,0 24,77 N45 02'07'E 35,19 - Sp Q ~ , 1 3
C3 18 01'54 197,50 62,16 31,34 581 17'46'W 61.90 - - ~o C4 1816'00± 197,50 62,97 31.75 563~08'49'W 62,70 ~ \ ,
C5 36 03 33 152,50 95,98 49,64 572 02 36 W 94.40 ~ ~ \ ~ ~ H7 ALL CONSTRUCTION TO BE IN ACCORDAN WIT ~ CE H ,
93 5210 25,00 40.96 26.75 N42 59'33 W 36.53 ~ ~ ~ ~ _ _ _ C7 90'00'00' 25,00 39,27 25,00 N48.56'32'E 35,36 U ~ ~ W ~ ALL CITY OF RALEIGH STANDARDS AND SPECIFI ATI C ONS.
C8 49.59'41` 25,00 21.81 11,66 S61'03'3TE 21,13 ~ ~ - - - _ ,
~ 'i \ ~ - C9 54'32'33' 45.00 42,84 23.20 N63.20'03"W 41,24 - 1 ~ - CIO 3735'02' 45,00 29,52 15,31 S70.36'09'W 28,99 ` ~V86°44"59'y/ 1 13 ' r W ~ •FH8` RELEASED FOR REVIEW ON Y L l/
C11 42'30'04' 45,00 33,38 17,50 S30.33'36'W 32,62 - - NOT TO 6 E USED FOR CONSTRUCTION
C12 47'42'33' 45,00 37,47 19,90 S14'32'42'E 36,40 10' Pr~ ~ , ` ` ---,_`,,_~71;SQ' _ Nate Drainage Eas~erle~at rt-- C13 48'21'22' 45,00 3298 20,20 S62'34'40'E 36,86 ~ ` ~ ~ ~ - /
C14 49.17'49' 45,00 38,72 20.65 N68'35'45'E 37.53 B~E,M, 1999 Pa e 202\~ - \ ` ~ - -
' g \ ~ ~V i ~'v~ C15 49'59'41' 25,00 2181 11.66 S68.56'41'W 21,13 l . - \ \ ~ 1 r ~ Exist~~San, Mar~ole , _ - Note: To o ra h shown is from W k - p g p y a e Count G.I.S. Y t~~San, Mar~lole
C16 90.00'00' 25,00 39,27 25,00 N41.03'28'W 35,36 ~ ~ ~ ~ ~ ~ , C17 60'11'36' 25,00 26,26 14,49 N42.02'35'E 25,07 ~ 60 I 59 ~ ~ _ ~ 1 ,
C18 44 36'20 45,00 35,03 18,46 S49'S0'13'W 4 68 61 ~ } , ~ , ~ 3 ,16 Raven ~ CONSTRUCTION DRAWINGS awes s Rid e Phase T hree
C19 25.40'45' 4500 20,17 10,26 S14'41'40'W 20,00 A ~ ~ i ~ ~ 1 S ~ C20 53°39'02' 45,00 42,14 22,76 524 58'14'E 40,61 , , ~ ~ ~ 9 - ~ EXISTING CONDITIONS
l~~~evel C21 53'09'55' 45,00 41.76 22,52 S78.22'43'E 40,27 1 EXIST, 20 E.R~ ~ i' , )~~evelo e~ p SEAL /21/00 Per 1st canst, review tviTB SHEET
C22 32.33'52' 45,00 25,58 13,14 N58.45'24'E 25.23 ~ ~ San. ewer aserlent l i ~ , ; l C23 38 3156' 45,00 30.26 15,73 N23.12'30'E 29,7 0 ~ Date; 8/25/00
0 1 n ~ B,O,M, 1999, Paoe POP 0'~>?C~ _ o~~>? ~ ~R--~-~-,_ !~ti.. HAIL I F I c~ N S ~ ~ R n ivi ~ i n ~i
C24 86'22'11' 25,00 37,69 23,46 S47.07'37'W 34.22 Q Apo ~tNGQ
C25 36'17'54' 175,00 110,87 57,36 S72.09'46'W 109,02 C26 8'00'15' 127,50 17,81 8.92 N07'56'40'E 17,80 Scale: 1 =60
C27 15'00'59' 45,00 11,79 5,93 N13.17'29'W 11,76
C28 39'23'50' 25,00 17,19 8,95 S01'06'03'E 16,85 C29 14.39'20' 172,50 44,12 2 • ' ' Ravens Ride Phase Two 0065t Drn. By: MTB RALEIGH WAKE CO. N.C.
2,18 Nil 1612E 44,00 9 C30 31'51'25' 150,00 83,40 42,81 N19'52'14'E 82.33 B. ,I hereby cE ~ OF
D.. 1999J Page 20 I hereby certify that I are a civil engineer, ; M. T. BURDEN ENGINEERING, PLLC ? ~
registered 1 ,e istered in the State of North Carolina, Chkd. BY; MTB 9 and qF
Zoned R-4 that this pt was prepare ;hat this plat is in all respects correct and 107 SALEM T OWNE CT. APEX, N.C. 27502 +as prepared by rye or under my direction,p " pate Revision By Field Bk.
PHONE: [phone] FAX: [phone]

~ _ _
Woool S rin Phase ~n p g e ie
B,D~M~ 1993 Pae 138 8 NORTH
9
Zone R-4
GRAPHIC SCALE
INEERMATIDN HERE TAKEN ERGM a ~ ao ,:a ~a
RECGMBINATIDN DE THE PROP RTY E DE
RALPH JUSTICE JR. AND RECORDIN E GD ( 7N FEET )
1 inch ~ 80 ft.
40' R/W PRIVAT E READ EASEMENT . Proposed 45 private drive
eosenent. Crushed stone 8 9 B . D . M . 19 9 6 Pae 510 private drive connector, 10 1~
g ~ Existing overhead Electric
3.5 3,5 26 B/B 3,5 3,5 (To be relocated throu h
new develo r7ent,) Cable 1 p aced with to be Cable TV Pedestol ~ ~ ~
1/4' per ft, 1/4 per ft. (TO be coordln to be relocpted y t(-r >I ~Spl+t IM ix 13'k3~0' SIBh~ TrbnB~e
/ h power coMpany.) Ti. to existing p°ve Qk, Ir <a er~btNB Pover~mt ~Hn 2,1 ~ p
~ 1/4' per ft, 1/4' per ft, ° ~ ~ U 2,~ ~"0 7 S89 4016E 417,67' SOILS DELINEATION LEGEND
! 5,53 122,97 _ c Utility Pole ;n ~ 108,80' 110.62'
Z 1/8 I-2 a~ ~ ~ ro U o I''I
6" A.B.C. ~ j o i o 3 ° N~ ~ S ~ I`~I ~ FH1 FL00D HAZARD SAILS FLAGGING WITH NUMBER
" y W 'r ~ ~ c , 3 0 Rolled Curb A 0,251 AC. 0,250 AC, N w Y o 0 251 AC. 0 o.zsi AC. 4pove Crlsp Orlve to 1/2 of 31' B/B.~tn ~~tle.o~H ~ W1 WETLANDS FLAGGING WITH NUMBER
~s~ 10 921 SF 10,893 SF rri ~ ~ ~ r 10,893 SF 3 10, ~ °M oo a ° F M IO,Q9] ~ p~pp lot 1 road Pronioge,
o a ~ + ° a ~ I Motch erlsting cross slope (1/4' per Pt. nK)
MITF~~RD WGODS T ~ s ~ o a C ~ ~ r s, ~ o ~ f~!?TE~
S N U y O + y S~ 0. c HC Ror xc ee~w ~aowie~ i
CR 3 26, a 108,80' S1, 1' GS C 8 SI,BP L6 ~ S?ILS DELINEATION BY HAL ?WEN & ASS?CIATES, INC.
iN A, K
GA 189.41'1TW 15,25' c I- --7~--~-- Intersection LILLINGT?N, NORTH CAROLINA ~5 - I 50+00 Lrisp
Xq o ~ / 0 50,08' H R ~ 5' 1) 9+15.13 Kings Crest
y¢ ~^S~ ~r ~Z - ~~1 ~RJa`^ F d ~ Kings Crest Lone ~„6, FLAGGING LOCATED BY GLENN D. WARD & ASSOCIATES
S89'41'17'E 89,16' 9 J k ~~r D. C`~ VZ Sight Ilne for 15'x350' +t IMr Cor tYz390' ~ ~ \ 1 Existing 45' R/W
L~. 5 R / W }`y \ Slght Trinngle ~ 20' Drnlnoge Eos. n*~a^~• 10+0° RALEIGH, NORTH CAROLINA
Droinoge Ens. ,p. Eos. C/L at P/L \
V ~ , , w J 9,2,6' 0.250 AC. ~ a/ 4 24 ~ ~
1 Ral h Justice, Jr, ~ rp~^a ' `r 10893 ~ A 3,5 P ~a, h, S ~ , SF f.:. o2so c, 4 50 AC. ~ \ \ ~
6 2 6 B / B ~ 5 5 _ ao ca Sight Ilne for U ~ , n 10,891 SF Z o n e d R 4 d ~ s 15'x250' 91 SF ~ ~
,~h ¢ i n/~e1"~ • {Sight Trlongle $ i 00 m \ \ \ BENCHMARK PK NAIL IH
1/4' per ft, pe`t~ ~ ro sj, ~ ~ a SB6.03' W x'03 28 W 112,40' y 112~~, ~ ELEV=388.27
k, 28'E ^ 11414' ~ 1/4' er ft. I/4' per ft. 1/4' per ft, ~Yo hp~
HaRe~ w 2 e a4 M
4' In it 2-1/2" I-2 ~
„ ~ ~ ~ ~ / 3 ~ 12 ~ ~ ~ f Crisp Drive SEE SHEET 8 FOR CRISP DRNE WATER EXTENSION
6 A.B.C. 30 ROLLED CURB - 6 23 S88°06' Z ~ o+ 53 E 140,25' 0,250 AC. Z „ 0250 AC, ~ A~ ~ ~ j] Existing 50' R/W
135,91' 10,891 SF ~ ~ 10,892 SF SF ' ~ ~ 25~ shoulder?& d{chmsection
4,34' o e y p
Conc. Sidewalk W = 8 ~ , N86.03 28'W 112,4p' ~ ~ / MINIMUM YARD SETBACKS
J` 0251 AC, °o S~'03'28'E 111.26' KINGS CREST LANE . ' "~'0' ~ ~ ~ ~ / FRONT: 20 FEET
~ 10,912 SF w o,
~ taco ni Sigh' Ilne for 15'x350' r~, TH~RNBURY CREST T . a g SI ht Trlon le in R/W ~ C ~ 8 g Mildred M. Cary N~ ~ SIDE: 10 FEET
d dtr ,y 7
Zoned R-4 ~ , ,~~w' ~ 22 by aa''~`'` N ~ 0,261 AC, ~
~ c~~~o o Pt ~ • 11,357 SF ~ W 0,250 AC. \e 9 10 50 R/W E ~ ~ ,892 SF ac. ~ / \ \ ~ ~ \ \ ~ / 16 CORNERA SIDEIDE2(~0 FHEER THAN CORNER: 20 FEET
read °u9r o,2~j , t P c ~R m e~ REAR: 30 FEET
e /~.r ti 2 ~ 0~ 11,145 SF ~ ,c D~S 3 0 ',~n9 atea . \ \ ~
EXIST, PAV~ E ~ e~ ea ,
~ ' X T , ° be ~ e10P~a~~n4~' N yh w . ° e N86'03'28'W 112,40' 10 EIS SHOULDER c ae °t ~ ~ S e r°
~ ~ ~gW a c° p~^y 80 <1'26'E v ~ 1,88' ~A + 9.5 15.5 AND DITCH ° a a°MP c° loa,e5, 13 62.75 Thornbur Cr t 12~°~ Kings Crest SuKdivision \ ~ ~ ibur Cr t Ct, \
BUTH SIDES we'r n 10+00 Mltford Woods C , woaas c ; ~B Cam}- ~-4,~age 1200 ~ ~ ~ ~ ~ 15 /
1' 5' 3,5' 2.5' 3' P° + 11+23 ° Ne6•o3'2e• N y~ c~ ~ 4g, ( w 1123,00' ~ q N /4' er ~p ~ 1 ~ ft.-.. 1/4~er ft. ~
a. ~ 0,250 AC, o+ ~ Sidewalk - - - 10 m 00 ~W ~ Zoned R-4 10
„ 5 ~ 1,88' 10,892 SF
2 -1 / P I - 2 0,250 AC, , X ~ ~ , " 10,909 SF A s Cy a ~ a 0 3 ~ \ 9 ~
8 A,B.C. a ~ 6S, § ° N86.03'28'W N ~ qT B~~ o N 112.40' c•1 s.~o• n
S ~ ..I ~ O f 0 r ~b lad w/y~, ~ W Sight Ilne In R/W N U l., Oc U (/he h ~ ~ ~
WETLANDS & ,u~ 1i ~ 1~ o FLgOD 'd y \ Y
CRISP DRIVE ~ ~ 0,251 Ac W o,261 AC. HAZARD a' ~ ~ a 11375 SF ~ ~ ~ 20 ~ 10,927 SF M b a~,' 0,250 AC. ob+ / \ ` \ ~ cable Tv Pedestal
SEILS ~ N ~ \ / ~ ~ ~ \ Light Pole /
ih 10,892 SF LINE TABLE ~ ~ I
;il ro S87.20' ~I LINE BEARING LENGTH r` ~ g4,4~r 23'E 253,19' S SUMMARY INFORl~4TION ~
Dwi ht E. ~ 4 ~ A B N03.44'S7'E 206,54 9 9,67' 98,n' S = 03,52 N86 03'28'W 112,40'
B-C N03'44'S7'E 6,60 & ~ 20' C.C.R. San. C-FHl S72'S8'06'E 6,76 c~ Py S ~ T~ \ \ ~ 13 w' TOTAL ACRES: 8.12 ~ p ~ I
C e^ ~4 ~ N FH1-FH2 S72'S8'06'E 40,40 Shelly V, Justice z f 13 ~
FH2-FH3 577.16' 4' 4 °s ~ ~'3 H cn -7 i E 7,22 ~7 3. a Z 14 r,~ 9g, f W 0,250 A , FH3-FH4 S44.59'00'E 35,54 Zoned R - 4 s a„ ZONING DISTRICT: R-4 4 Cable TV Pedestal
FH4-FH '4 ' y 10,896 SF ~ 19 5 501 8 30 E 49,67 ~ yy WAKE CO. PROPERTY IDENTIFICATION: 1728.01-18-3700, 1728.Q1 ~4~
FH5-FH6 S33'32'52'E 57,27 0,421 AC. 4~`^ c 0,254 AC. uni FH6-FH7 S43'41'S1'E 55,08 a 18,321 SF ~ _ ~r' 10,904 SF ~
FH7-FH8 S52'49'30'E 62,36 E ~H1 3 ~?J S~,•~ ~ 1728.01 -19-5296; 1728.01 -19-2130 (PARTIAL.) / \ ~ ~ ~ ~ _ I
FH8-D S52'49'30'E 3,45 i o 64 ~S~, T( T0~ NUMBER OF LOTS: 24 ~ \ - _
D-E N86'4T43'W 15.10 ep~ FH2 ~ N f ,R LINE TABLE Field location of channels W1 ah ".s E-F N66'47'43'W 103,01 ~ ~ FH3 e ~ P PROPERT~Y~ IS~UTSIDE CITY LIMITS - ANNEXATION PETITION 0 BE FILED \ ~ - `~L
LINE BEARING LENGTH B-wl s64•a2'19'E a.oo 'a - 6 ro a•13'o1'w 11a,7o x~ L1 N89'S6'45'W 66,26 W]-W2 S64.42'19'E 40,94 W S88'08'42'k:. ~ ~ LI
L2 N19'46'll'E 98,75 ? 103,93' y, HC Rorq~ csinglel W2-W3 S66'02'44'E 51,90 , s LINEAR FEET IN PUBLIC STREETS: 1,055 ~ 3 I ~ ~ ~
L3 S00'IB'08'W 70,53 W3-W4 S37.45'43'E 33.54 ,yg'11 20` Drainage Eas, AI L4 S89'45'S9'W 58,54 W4-W5 S08'31'28'E 48.55 ~ 1 A~ ~ r AREA IN RESIDENTIAL STREET R/W: 54,854 SF (1.26 AC.)
g. ~ 15 ~ 18 L5 S00'18'15'W 45,76 W5-W6 S20.42'20'E 53,36 ° ~ s~ W 0.597 AC. AT 0,2 A Al AVERAGE LOT SIZE: 12,460 SF ~ ~ `
L6 589'45'S9'W 33,77 W6-W7 567.01'46'E 53,64 3 A y. ~ 7 52 C,
s 26,004 SF ~0 2 EX 10,903 SF L7 N03'49'S3'E 36,85 W7-WB S51'47'09'E 47,87 ~ C M L6 N87.59'24'W 53,79 W8-E S51.47'09'E 7,15 A 2a 21 19 MINIMUM LOT SIZE: 10,890 SF ~
FH5 S ,tih / ~
~ Q'/Z s a ~ ° ~Q/e 0 o,~b o _ / / ~ ~ I
W5 I2 ~ 7 7
CURVE TABLE , ~ ~ 16 ~ , 1 I
CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHGRD o i0~ ~ o ~ bg>< ~ O Cl 4' 9'4 ' ~ ,y 0.516 AC. s P 2 5 369.46 28.99 14,50 500.23 08 W 28.98 ~ ~ HP 22,457 SF N c 17 OWNER/DEVELOPER:
C2 89'27'44' 25.00 39,04 24.77 N45.02'07'E 35.19 4se m ~ M MKVK DEVELOPMENT, LLC
C3 18'01'54" 197,50 62.16 31.34 S81.17'46'W 61.90 1, b4x,~ ~ 0,299 AC. C4 18'16'00' 197.50 62,97 7 ~ , \ ~ s ~ 13,27$ SF
31.5 S63'OB 49 W 62.70 1 P C5 36'03'33" ]52.50 95,98 49,64 S72'02'36'W 94,40 ~ Q~"V cap. ~ FH7 0 P.O. BOX 98449 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
C6 93.52'10' 25,00 40.96 26.75 N42.59'33'W 36,53 d^a/ N i R C7 90.00'00' 25,00 39.27 25,00 N48'S6'32'E 35,36 Rage W i RALEIGH, N.C. 27624 ALL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
CB 49'54'41' 25.00 21.8] 11.66 S61'03'3TE 21.13 ~ fas, ~ P', a PHONE: [phone] RELEASED FOR REVIEW ONLY
C9 54.32'33' 45.00 42,84 23.20 N63'20'03'W 41,24 - ~ ~ ~
C10 37.35'02' 45.00 29,52 15.31 S70.36'09`W 28,99 N86°44'$9'W 138. F 179; ~ ~ FH8 F~ Cll 42'30'04' 45.00 33.38 17,50 S30'33'36'W 32.62 17 93, FAX: [phone] NOT TO BE USED FOR CONSTRUCTION
- N86 47 43'W 271,39' 02 C12 47'42'331 45.00 37,47 19.90 514 32.42'E 36.40 1~' Private Drainage Easerlent - -
C13 48 2122 45,00 37,98 20.20 S62 34 40'E 36.86 _ C14 49.1749' 45.00 38.72 20.65 N68'35'45'E 37,53 B,D,M, 1999, Page 202 - _ Note: Topography shown is from Wake County G.I.S.
C15 49.59'41' 25,00 21.81 11,66 S68'56'41'W 21,13 xN Exist, San. Manhole n. Manhole
C16 90'00'00' 25,00 39.27 25.00 N41.03'2B'W 35,36 6 O C17 60'11'36' 25,00 26.26 14,49 N42'02'35'E 25,07 59 ~ /
CIS 44'36'20' 4 ' 6~ 61 1 R a v e n s i' 5.00 35.03 18.46 S49 5013 W 34.16 0 ven's Ridge Phase Three CONSTRUCTION DRAWINGS
C19 •4 '4' S8 ° 25 0 5 45.00 20.17 10.26 514 4140'W 20,00 S C20 53'39'02' 45,00 42.14 22.76 S24.58'14'E 40.61 , ,,I .,I 5-33-2~~~ LAYOUT
Exist, 20 c,o,R, ~ Unolevelo C21 53 09 55 45.00 41.76 22.52 S78.22'43'E 40,27 f .T e V e ~ O p e lT SEAL /27/o Per 1st coast. review MTB sHg~
San, ewer Easerlent C22 32'33'52' 45.00 25,58 13.14 NSB•45'24'E 25P3 C23 38'31'56' 45.00 30.26 15J '1 '30' B~~,M, 1999 Pae 202 Z O n e Oi R Dote: 8/25/00 red R-4 Q~HC~IPpi.. HADLEIGH SUBDIVISION _
3 N23 2 E 29,70 , I ,
C24 86.22'11' 25,00 37.69 23.46 S47'07'37'W 34,22 N r
C25 36.17'54' 175,00 110.87 57,36 S72'09'46'W 109,02 C26 8'00'15' 127,50 17,81 8.92 N07.56'40'E 17,80 Scale: 1 11=60'
C27 15.00'59' 45,00 11.79 5,93 N13.17'29'W 11.76
C28 39.23'50' 25,00 17,19 8,95 S01'06'03'E 16.85 Raven's Ride Phase Two C29 14.39'20' 172,50 44,12 22.18 N11'16'12'E 44,00 Drn. BY: MTB RALEIGH WAKE CO. N.C.
C30 31'51'25' 150,00 83,40 42,81 N19.52'14'E 82,33 '1 hereby Cert OF r M. T. BURDEN ENGINEERING, PLLC
B.D.M. 1999, Page 202 registered in t ereby certify that I ar, a civil engineer, j hk Y' stered in the State f C d. B . MTB o North Carolina, and
t this plat is in all respects correct and 107 SALEM TOWNE CT. APEX N.C. 27502
Zoned R-4 that this plat was prepared k prepared by roe or under ray direction," Field Bk;
Date Revision By PHONE: [phone] FAX; [phone]

Wood S rin Phase One
P 9 One
B.D.M. 1993 Pae 1388 g 88
Zone R-4 GRAPHIC SCALE
INE~RMATIEN HERE TAKEN ERGM 60 0 30 60 120 240
RECOMBINATION DE THE PRGPERTY GE
RALPH JUSTICE, JR. AND RECORDING EE ( IN FEET )
i inch = 60 ft.
PRIVATE RGAD EASEMENT Pr 4' oposed 5 private drive
easenent. Crushed stone 8 9 10 ~
B . D . M . 19 9 6 Pae 510 privote drive connector, g Existing overhead Elec ric
(To be relocated throu h , ~ F/ ie
new develo mentJ Cc p with tr i~ ' Storn PP Cable TV Pedestal , IExistin9 30 to be relocated f o~--
(To be coordinated 'I
power coMpany,7 a
$~tOrm PI Data o 889°40'16'E 17,67 ~S ~ f SAILS DELINEATION LEGEND I
(Used Time of Concentration=5 minutes,110=7.2 in/hr) ~ 7$'53' ~ 122 7' 08.ao' Utilit Pole ~ ~ ~ o Y \ *I \ 110,62 380C,I, 4 ~
Inlet Area Total Area Runoff o. ~ N ~ ~ ~ ~ \ xl o W F
~ • ~t ~ \ Stru. Acres Aaes Coeff. c 10 cfs To Invert in Invert in Invert out Pi Run Sine & T Ft. % s ~ " ~ ~ ~ \ ~ ' ~ \ ~ FH1 ELBBD HAZARD SBILS FLAGGING WITH NUMBER ~ 'g ~ , ~
w ( ~ EXIST. RCP 1.12 1.12 0,40 3.2 EXIST TO 2 15" RCP 67 2.94 y ~ d \ ~ ~ ~ ~ \ ~ ~ ~ W1 WETLANDS SLAGGING WITH NUMBER
i ~ W \ C.1.1 0.10 0, 9 3. 3 385.79 385,59 1 TO 2 15" RCP 30 1.27 c ~ ~ 3 3 ~ 5 0.83 5 9035 ~ ~ i, , 3 ~ ~ I ~
J. B. 2 1.71 0.55 6.8 388.50 385.21 385.21 384,10 2 TO 3 18"RCP 30 12.30 S`° " I ~ " iA \ ~ 'A i ~ \ a " ~ ~ ~ d v O A I I ~ ~ \ W d Existing valve
C.1.3 0.03 1.74 0.55 6.9 385.42 380.41 380.21 3 TO 4 18 RCP 74 8.50 ~ New MH i C.I. 8 a ~ 6 ~ \ \ C.1.4 0.04 1.78 0.56 7.2 380.42 375.40 375.20 4 TO 5 18" RCP 14 1.00 .t ~ I ~ ~ ~ 8~x ' T e~ o ~ W er Mkt r (Ty i 'a ~ ~ ~ Existin 12' Water (Private) NAT 1 Ted o g E
l , 1\1~ ~ / Oi , F... 375.06 S. Bl s4{' 1 (3) ~i.V, s ES 5 ~ y ~i.V.'s ~e~er c noo~t (T New Blowoff Asserobl
~ ~ n 1 \ • N D.1.6 0.17 0.17 0.50 0.2 402.49 399.34 6 TO 7 15 RCP 28 3.50 ~ C3 X26 i~0 .80~ ~ „ S ~ C1.1~' i y, r 1.~ ~6 Existing private water (6 or 8) to be plugged west S G I L S D E L I N E A T I B N B Y H A L B W E N& A S S B C I A T E S I N C.
C.1.7 0.08 025 0.64 1,2 402,92 398.36 398.16 7 TO 8 15 RCP 28 8.30 ` r b~ existing storr~ pipe and renoved-bend ~
C.I. B 0.09 0,34 0.72 1.8 401.68 395.84 395,64 8 TO 9 15"RCP 75 6.40 A ~q F.E.S 9 390.84 ~ xi tin valve ` L I L I N T r L G ~N, NORTH CAROLINA i o0 20 x 50 avel Construction Entragce
C.I. 10 0.11 0.11 0,95 0.8 401.34 396,79 10 T011 15"RCP 21 1.00 ~ Ad s 8'x8" Tee 8' G,V,'s \
C.1.11 0,11 0.22 0.95 1.5 401.34 396,58 396.38 11 T012 15" RCP 42 7.90 oJy o ~ , ~ .I. 7 I, t2 I, t2 _ C , 13 ~t Kings rest Lane \ FLAGGING LGCAT Y _ ED B GLENN D~ WARD & ASSOCIATES
C.1,12 0.07 0.29 0.95 2.0 397.62 393.06 392.86 12 T013 15" RCP 131 4.75 ~ ~ A~ c„ ~ . ~ D, C C.I. q 889°41' E I ~`r9 6 S C~' Nelr, MH 4 589'41' E 816 1 Nelr, MH 4 ~ ~ ~ Exis ing 45' R/W
C.1,13 0.20 0.49 0.81 2.9 390.35 386.62 386,42 13 T01 15 RCP 25 1.00 .,y ~ i ~t \ \ 20' Drnlnope Eos~` ~ C.1.14 0.14 0.14 0.73 0,7 401.23 396,69 14 T015 15 RCP 29 2.30 ~ / Drnin\ge Ens. ~ ~ ~ ~ ~ loo' well Easerlent RALEIGH NBRTH CARGLINA ~ ~ ~ ~ 1 1 ~
~ \ C.1.15 0.08 0.22 0.81 1.3 400.58 396.02 395.82 15 T016 15 RCP 60 7.90 ~ Ne Ni MCI 7~ / C.I. 11 New MH 5 -Drnin\ge Ens. ~ New MH 5 _ 1 ` Existi g 15' storM pipe ~,1 ~ `
C.1.16 0.06 0.28 0.84 1.7 395,66 391.08 390.88 16 T017 15"RCP 76 4.00 ~ w n 8'x6' T e~ ~L4 P ~ I 400 ~ \ (Reno a north of new J.B.) 1 24 P osed 8 water
l r e^ 6 G,V,y C.1. 17 0.52 0.80 0.62 3,6 392.44 387.84 387,15 17 T018 15 RCP 96 5.40 R a p h J u s t I c e, J r ~ a A^. as \ - ~ s faire H drant F" in P 1 ~ \ Proposed S' water
D.1. 18 0.13 0.93 0.60 4,0 385,00 381.96 381.46 18 TO 22 15 RCP 60 8.80 Zoned R - 4 c~ o° are ~o Y 4}~ ~;I n° 8'x6" Tee ~ r 6 G.V. ~
D.1.19 0.31 2.59 0.54 10.1 375,11 372.52(22) 372.32(21) 372.12 19 TO 20 18"RCP 26 1.00 y'~ e D"r~~ ~ ~ Pro osed 8' Water e~ o m p F.E.S. 20 10.1 371.86 used 8 Water Fire H drant Y ~ B NCHMARK PK NAIL 18
r\<~,~ N n ~ C.1.21 1.10 1.10 0.50 4.0 380.01 373,16 21 T019 15 RCP 84 1,00 A ` ~ s86ro3' W N86ro3'2e'W u2,aa lY RCP \ ~ro3'2e'W ELtFV=388.i?7 1 12,a0' `~e \ \ Water Air Re ase Valve
D.1.22 0.25 1.18 0.58 4.9 380,00 376.21 376.00 22 T019 15"RCP 66 5.20 ^r~ 28 E 114,14' Q to ~ See Detail No, W- ~~{o g 18
° do re w c ~ ~ (Manhole dust be in Road/R/W)
* T is to of curb for curb inlets to of rate for dro inlets 61819 & 22, to of manhole unction boxes. ~P ~°a ro oP p P 9 p P 1 a v1;~ } I Curb inlets (C.i,) are City of Raleigh 5' O,M. Catch Basins (std # 30.01). o+ ^f ~ v \ \ i
Structures 18,19 & 22 are Cit of Ralei h standard dro inlets std # 30.03 with 24'SQ4" rate std #30.13. M .o 12 ` x \ ~ \ \ \ Cris Drive
6 23 - - ~ S88°06'S3'E 140,25' Z Z °il 23 0 \ g ~ , p. SEE SHEET 8 FOR CRISP DRIVE WATER EXTENSION m ~ ~t ~ ry / 17 Existing 50 R/W
135,91' tY \ , _ ~ Existin 20' Paver,ent, - ~ shoulder & dit h ` \ \ New 8 waterlin c section
4,34' ~ +
w° ~ ~ 8 f- Nes•o , wa
3 28'W 112.40' Ri -Ra Veloci Qissi ators o se6•o3'2a'E fu.26' P p p ~ 4 '03'28' cc° '''C° \ \ ~ w 11240 cP° \ \
Stone ron ron H ~ . ~ ~ . ( \ Ap Ap ? N \ \
F.E.S. Pipe Pipe Slope Q10 V10 Stone Thickness Length Width , a g I \ ~ ~ \ ~ 9 x Existing gas valve ~ \ ~ w\r tae
o Mildred M, Cary ~y Dissipator Number Size(in.) Material (/o) (C.F.S.) (f!s) Dia.(rn.) (in.) (Ft.) (Ft.) ~ 7 b ~s \ ~,y ay Existing Meter
D5 5 18 R.C.P. 1.00 7.2 6.4 6 18 9.0 5.0 Zoned R-4 ~ ~ ° ~ 22 22 a ~ - ~+Q~ 16 ' r, \ ~ ,~9 e
'~G n'. ~s~ ,uNi ~ 400 D9 9 15 R.C.P. 6.40 1.8 8.9 6 18 8.0 5.0 c~~ o ~ ~ ~ ~ \ 9 I m 11 s ~ \ \ c ~ \yt~ ~aP \ ~ ~,+acdy
D20 20 18 R.C.P. 1.00 10.1 6.8 6 18 9.0 5.0 d ~ r ~ \ ~ hea 0,~9 a MITFf~ Proposed-6 Water I /r~ RD \ (TO BE SAVED) 4~' ~ \ \ I (TO BE SAVED) ~ \ \ Cable TV Pedestal
a ODS , C.I, 14 32' Oak 52' Oak ~`r9 ~,~¢d 8x6 Tee Oak 52' Oak ,~*t ~ is' RCP 4" ~ ae
,y 10G W,tr Blowoff io C 6' G,V~ Ex ¢ ~ ~ s /r ~e ,~¢d g0 Assembly -Fire Hy ran Neb' Nnllbox \ p yc~ Telephone Pedestal
W \OP ~~p .I.1 ~ 03'28'W 1 , 0 ¢ d N , o \ 12,40 C ` ¢ OY' 1 0 i r ~ \ \ xo ~w0 .8 W Ili?~40' ~ ~ ~ ~ c
¢w d co any .4j, 6 Q9 \ 8'x6" Tee ~ 0 b¢ Go~nQ New MH 9 `1Q8,~, 88 $'x6' Reducer Kin s Crest S b ivision 16'REP ~ Tee ~ \ > . 9
w¢'~ ~ ~ ti) " po + ~ ~ c, , is S ~ G.V. Reducer \ \ 15 a~
N r g (2) 6 G.V. B~~M-~~4 Pa e 1200 ~ \ <8 6 G.V. N / 9 c
10 N 400 0 ~ ri C, Zoned R-4 02 1O \ Existing Landscape
~ C.1, ]7 `fig 288' New MH 3 0 , , 4 p Transforner P d 8X6 Tee ~ \ ~ ~ BrkN Ent nce
r ~s Proposed 6' Water 0 3 iA 16' Water 6' G.V. `t;, ~ 3 9 Fire Hydrant ~ Existing gas valve
~ C N86'03'28'W rw iU \ ~e 112.40' M 1 ~ ~
T ~ b~ \ ~ Ne~MH 8 112.40' INS ALL DNE SECTION OF OUTLET PIPE b~ \ ~ of L mr,;, e,,a 14
TO RELEASE STORM RUNOFF INTO SEDIMENT TRAP, ~ \ n W, a \ CONSTRUCT TRANSITION AND LEVEL SPREADER ~6 Wi \ 8 ~ :k; \ ~ ~~t ~s• RCP M ~ ~ x ,
BELOW TEMPORARY SEDIMENT TRAP, REMOVE y~ ~ 11 Q ~ ° 12 \ \ SEDIMENT TRAP AND INSTALL REMAINDER OF STORM ~ ~3 = 'cl \ ( ~ ~ ~a
P]PE AND VELOCITY DISSIPATpR AFTER SITE IS ~ U L AI 20 ~ \ \ ~ N Entrsrxe Cable TV Pedestal o
STABILIZED MAINTAIN LEVEL SPREADER THROUGHOUT, o ~ ~ M , ~ o ,p ~ 0 I ~ N \ v+ LEVEL SPREADER TO STOP WELL SHORT DF BUFFER, \ ° ,tc ~ ~r \ \ ti~ % P l Meter m f p,~ Light o e
I \ t \ 'c\ ~~i ~ / ~ i ~
w W , S87.20'23'E D ~ t8 n 134,42' 25349'
Dwight E. ~ 49,67' 9e, , I a ~ , \ •~'2a'w , 6 ~ \ ,c ~ SC - \ 13 Snw cut & remove existing
20' CA,R, San, s~ ~ r \ 112.40 12,40 ~ ~ s' RcP pavenent for new 8 water,
o wP^ fs \ \ `4 ll LEVEL SPREADER She V, Justice _ 2 F l 13 6~?i6 Tee Repair per standard detail,
y ENTRANCE WIDTH-10' o ~ N TH= PTH= `~3• \ a \ 6' GV M \ LEG 10 , DE 0,5 14 r~. ~e F W ~ \ 390 4 ' Cable TV Pedestal
- END WIDTH=3' s o^ ~ 1 Fire Nydr to Zoned R 4 TT = , a\T \ N 19 BD DM ELEV 3 1,86 Le end for existin under round utilities ,6`~ ~ ~ e' Oak 9 9 9 ~ 1. ~ d ~ ~ New 8 water ine
LEVEL LIP ELEV=372,36 4~4^ a \ New MH 2 N e N x \ O a ~ -~--~--*-Electric IS'RCP ~
iu P t ~ \ \ C~1 \ ~P S \ ~ ~HI\ \ ~ ~ ~ ~ ~ ~ ~ w 12"x8' Reducer
~ v FH2 FES 20 ! ~ .1 S~~' ~ \ Gas ~ ~~i', i \ \ Tele hone
Field location of channels wr r~Q'b' s FHa ~ DIT }H{ C \ ,w 114.70' P o
- -~c 413 01 W •~,4 , ~ \Sa 2 E 701 _LY__Y__T"_ ~ I 21• °~Fr ~ ~ 114. ~ Television 3 _ \ ex,~t., , Crisp Drive
? D 1 3' C.I. 1 New MH 1 Water / ~ ~ - u°ter
1'y~~~ m ~p y 20' Drninb,~ge Eas, \ Existing valve &Blowoff
o. q0' y. ~ 15 \ 4 ~ 18 o ~ ~ \ Existing utilities shown based on field survey perforrled ~ ° C ~It end of 18" public vain o` f cJ ie' RcP by Glenn D, Ward & Associates of Raleigh, North Carolina, ~ cit unit sin to be rerloved,
ti ~ w I \ p1 ~l \ 3A 50 `$tow~off ~ ~ ~ r e See sheets 3 & 8.
ti~ mA ~ Assemblya• C2i ~ 1 ~ ° ' Catch B°aln
~ se/'~` / \ 380 a N ~ ¢c ~ 5' Cky Stond°rd a' It is the responsibliity if the contractor(s) to varify ~•t ~ ~
~o \ Qe~;,Z 2b ~ ~ o \ ~5~, T a ~o. I ~ the locations of existing underground utilities and to a ~
0,\ ~ 2 \ notif the en ineer iMMediatl of an utilities not shown. ~ ~ Y 9 Y Y ~
~ 0 ~ A t~ ~a 1~. ~ ~ A o / ~ 1
m k m ~ y \ NJ£ ~9 o v '9
r'Di Sa ` ~ $ tiP 17 r1 ~ ~ v \ m [ p
1 L r 4r 4 k~ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
~ \ N60 ~ w cep. \ PH7 v
\ N 9 ^ar \ \ ~ B ~ 3 ALL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
\e F ~ ~ ~0 in aS \ _ ~ RELEASED FOR REVIEW ONLY
Y - ~ ` - - P 1~ ~ ~ -
N86 44'S9'W 138,17' 1 fr+a GRASS LINED DITCH - - _ . 93, ' NOT TO BE USED FOR CONSTRUCTION
86 47'~3y~ 271,39 02 _ 10 Private Draina e Easer,ent - - ~ _ _ .
ADD JUTE ~ININIG g - - - - - - - - Note: To o ra h shown is from Wake Count G.I.S.
B,E,M, 1999, Page 202 - ~ Exist, San, Nnnhole N~ p9 pY Y Kist, San, Nnnhole
60 59 Sta, 0+00 Outfall % ta, 0+00 Outfall'A' CONSTRUCTION DRAWINGS
68 61 Raven 58 \4 Raven's Rid e Phase Three 9 - -
UTILITIES 8c STORM DRAINAGE
Exist. zo~ c,o,R~ 1~ UndevE Undevelo ed p SEAL /2l/o Per 1st const, review MTB SHEET
San, ewer Easer,ent B FT. T FT. SLOPE ~ Q10 CFS V10 F S Y10 IN Q100 CFS Y100 F S uu+a Date: 8/25/00 ~y HADLEIGH SUBDIVISION Zoned R 4
B.D.M. 1999 Pae 202 Zone d ~,T,., ~ . - - - - - 1 a .~'tu C6Dn~..
u crt H u 6 1U.U U.47 3.4 2.6 0.63 2.9
DITCH B 3 9 9.5 1.80 3.8 1.7 2.40 2.0 Scale: 1 "=60'
DITCH C 0 6 5.7 1.12 3.4 4.0 1.50 4.4 ~ Raven's Ridge Phase TWO \
L Drn, By: MTB RALEIGH WAKE CO. N.C. OF t~W
B,O,M, 1999, Page 202 'I "ereby registerec Chkd. BY; MTB M. T. BURDEN ENGINEERING, PLLC I hereby certify that I are a civil engineer, l~~, registered in the State of North Carolina, and ~?y
that R-4 this that this plat is in all respects correct and T 107 SALEM TOWNE CT. APEX, N.C. 27502
was preen ~m?~~inN was prepared by rye or under ray direction,p Date Revision By Field Bk: PHONE: [phone] FAX: [phone]

Wood S rin Phase One One
P 9
B.D.M, 1993 Pa e 1388 g 88
Zone R-4 GRAPHIC SCALE
BO p 30 80 120 240
INE~RMATI~N HERE TAKEN ER~M I ' l T 'c0 w de x 30 ong enp Sed, Eas, enp Sed, Eas,
nnQ~ To be obtnlned on lot 10 Wood Springs 10 Wood Springs Phase One,
'V Q ~ RECOMBINATIGN GP THE PRGPERTY EF~ ti o
~ (~C ~ ; , ~ d' -1 RALPH JUSTICE JR, AND RECORDING OF ,3 ~ ~ (IN FEET ) 3 M 1 inch = 60 ft,
i
PRIVATE ROAD EASEMENT Pro sed 4 riv i ~ po ~ p dte d~•Ive ~ t i ; t ~ ~ ' ,
easenent, Crushed st ne ~ ~ t 7/' ~ / t p i 8 - ' , ~10 ; - ~ ~ INSTALL AT LEAST ONE SECTION OF OUTLET PIPE
B ~ 0 ~ M, 19 9 6 P a e 510 private dive cdnnectmr, , i ~ ~ ~ g f I wer ead ale ric;` ' ~ i / ~xlsting,0 ~ ~ ; TO RELEASE STORM RUNOFF INTO SEDIMENT TRAP,
(~fo ~relo.~ated~ thrr~au ~i ~ ; ' %7 i ~ ~ A TEMPORARY SEDIMENT EASEMENT IS NEEDED ON ~ ~ I e
~ !nerr dez~lo rent,),' ; l ble T';% Pe est t S y I a 30' story P P LOT 10 OF VOOD SPRINGS PHASE ONE, REMOVE Ca ¢ II £IExtstln9 SEDD4ENT TRAP AND INSTALL REMAINDER OF STORM tq-'fie relo tech i~`{~f~ PIPE AND VELOCITY DISSIPATOR AFTER SITE IS
t j~ (y'o b~ coohdln l ~ I -~1 T
i' ,bowe'r cop t , t ~ , a s I t, - -
, / i l ' t i S '4 ~ 16' 7 7' Q' 1 ~6 - - - SAILS DELINEATION LEGEND ~
' ,53' I / 122,9 ' ~ , Construction Se uence ~ ~ ~ : 108~0.~ q d Utili~'y Pm1e f i T 4 110,62' ~
1, Obtain radio permit. ,n j ; + f + ' ~ 2, Install gravel consiruction pad, temporary i e, ~ i ~P ~ i X ~ - • FH1 ELGOD HAZAR T 3 D SAILS FLAGGING WI H NUMBER
diversions, silt fencing and sediment basins s ~ f t ~ X; ! a~~ 80 ~
h wn n h Ian. Clear onI as n sa ~'o ~ s F S 9~~ ` " ` as s o o t e p y eves ry , I I ~ 3 , is install these devices. y , W f ~ I I I i ~ , - Sitt Fence tT ®W1 WETLANDS F-LAGGING WITH NUMBER
3. Call for onsite inspection by Conservation Inspector. , m ~ ~ I ~ ~ ) W °~$mpof~'Fy,, G fi~ I.1 If approved, begin clearing and grubbing. ~p ' ` 1 ~ ~ TejYlporory M y Divert On ~ i YP ~ II
4. Maintain devices os needed, Rough grade site. ,f ~ ~ ~ } - ~ ` ` Diversion -d 5. Install storm sewer and roteci inlets with silt fencing, q ~ \ \ .4 I ~ ~ h i1o P i .I, ,a . r _ ~-3 Existing valve
sediment Crops or other approved measures os shown ' ~ ~ ` ~,pitoh ~ ' e ~ ~ on the plan, Continue with construction, ~ r ~ A`.~ ~ I Exi tin I2' Water (Private> N T i . sg DE
r r , ~ ~ y ' 6. Stabilize site as areas ore brought up to finish grade ~ '~s, 9 ~ y t ~ r_ -~.,r~ y' - ~ ~ I Cd.1 t~ .
w' h v v' I ~ _ ° d egetation, pa mg, etc. - I ~ ~ ~'i"'"" 7. When consiruction is cam lete and all oreos are ~ ' ~ G C 26 ~ ~•,5 P ~ ~.,51,81'''~. LAS , , ~DExisting private water (6 or 8 > to be plugged west SBIUS DELINEATIBN BY HAL BWEN & ASSOCIATES, INC.
stabilized cam leiel ,call for ins ect~on bb conservation _ _ v , P Y P Y ~ A r ~v T` inspector. q ~ ~ ~ of existing storrl pipe angL,rerroved-lze~nd ~ ~ Exi tin valves ~ \
8. If site is approved, remove tempora diversions, silt GA fencing, sediment traps, etc., and seed out or pave any " ~ LIL~INGTON, NORTH CAROLINA ~ i 20' x 50' gavel Construction Entr3gce
4j ~ _ ~ resulting bare oreos. _ 9. When ve station has become established, call for final O d ~ d , ~ ~ - / \
9 inspection by Conservation Inspector. ooh ^ ~o 7 ' 12 , _ _ 1,? _ _ '~c,1, ~ ! ~ Kln s Crest Lane \ , ; g FLAGGING LOCATED BY GLENN D, WARD & ASSGCIATES
~ 4n '~J'- ~ 'x, ,C' k `.589'41'17'{i, 1 ~ 9 °o.` ACS d' ~ .S89411T?i, 89.16 ,,1 1 l Exisxing 45' R/W ~ ~ i
T,, ~ 10o well Easer,ent RALEIGH, NORTH CAROLINA ~ 3, ~
Ornlnage Eas. ~ ~ ~ rnina a Eas. \ ~l 1 A , 9 5 ~ ~ t Existing 15' story, pipe ~
Seedbed Preparation ~ ~ x. P ~ ~ ~ ~ (Redo e north of new J.B.) ~ 1 ~'24
Ralrr~~~ J~+sti~e, ~ ~r,~ ; a,~ rpsra ~ 1. Chisel compacted oreos and spread topsoil 3 inches deep h' ~ ~ ~ ^I~ ss ~ ' ~ g ' Tenpo ary Sedinent & Construction Eosenent
over adverse soil conditions, if available, ^ f ! or oo ayP Co4^ t V v+) r°. Zoned` R- 2. Ri the entire area to 6 inch de th. ~ ~ ~ ~ ~ r w d 1 To be obtained on lot 12 Kings Crest Subdivision, ~ ~ ~ 1 ~ \ 1
3. Remove all loose rock roots and other obstructions leovin ~ i ' % I ~ h 2 nt`P 7"N ~ 9 ~ ~ 1o to f'- t ~ surface reasonably smooth and uniform. ~ y` ~ . Uj ni ~ B NCHMARK PK NAIL 1 S
4. Apply ogricuRural lime, fertilizer, and superphosphate uniformly ~ ( Oe < 0+ ro N t and mix with soil (see below a \ S ,03,28 W i~b'03 28 W .112,40' ts'~RCP ` ~ ~ro3'2e.w~•,, I, ' ELl~V=388,27 112,ao' ` \
5. Continue tills euntil owell- ulverized, firm, reosonabl uniform ~tj, ~14'f4~ 9 P Y \ 1 ~yIY 4 ' ! ~ {e
swwdbed is prepared 4 to 6 inches deep, o1`P ti-~ " W 6. Seed on o freshly prepared seedbed and cover seed lightly with R ' ~ ~ )
seeding equipment or cultipack after seeding. _ N } h ~ , 7. Mulch immediately after seeding and anchor mulch. - _ a, N ~ ~ ~ ~ \ , x
8. Inspect all seded areas and make necessary repairs or reseedings o within the planting season, if possible. if stood should be over ` ~ \ ~ \ \ c.° Crisp Drive \ R XT N I N 23 ~ SEE SHEET 8 FOR CRISP DRIVE WATE E E S 4
609: damaged, reestablish following original lime, fertilizer and 6 , o c, ~ 1 \ ty`' Existin 50' R/W ~ ~ 17 g ~
seeding rates, _ _ S8$ 65 5~`C 140,5' Z °~I _ 9. Consult Conservation inspector on maintenance treatment an fertilrzotio 135,9', ~ ~ 1 ~ ~ ~ - Existing 20' Paverlent, ~ . C,, ~ ~ shoulder, & ditch section SedimentTra s ~s ~ p
offer permanent cover is estobhshed. w ~ ~-----X34'----- v~ ~ , \ I ~ 's
* . g t- Apply: Agricufturol Limestone; 2 Tons/Acre - ~ L H S86~U3', N86 03'28'W }1240, ' l r` \ I / ~I .P ACA \ \ \ Denuded Drainage Required Storage Required Rectangular Trap Weir 03'28'W i o~ \ \
Fertilizer: 10 10 10 Analysis ai 800 1000 Ibs/Acre ,d , d+ ~ 2~"f~,111,26' \ Superphosphate: 500 Ibs./Acre of 20°i Analysis Superphosphate % ~ y . ~ • , 112.40' ~ \ Area Area Sed. Storage Depth Area Width Length Area Length / ~ \
Mulch; 2 tons (Approx. BD Bales) Small Groin Straw/Acre ~ w t~., ` ~ , i \ Trap (Acres) (Acres) (Cu.Ft.) (Ft.) (Sq.Ft.) (Ft.) (Ft.) (Sq.Ft.) (Ft.) -J \ \ ~ \ \
Anchor: Tack with Liquid Asphalt of 400 gallons/acre ~ ~ ~N , ~ 9 r or Emulsified Asphalt of 300 gallons/Acre. ~ b ~ rt , ~ , \ e Existing gas valve 2 10 % \ ~~oQ 1 0.33 2,14 594 3 198 16 16 56
Mildred M, Cary ~ , - - d t o ~ \ ~ ,yx, ~ Existin r7eter o. v~ ay 9
Zoned R-4 ~ ~ ~ 4. ~ 22 . f N V o j \ ~ ~ 2 0.34 0.40 612 3 204 16 16 256 10
Shoulders, Side Ditches, slopes (Max. 3:1) ~ r¢ / >a9 0 MITFO~ ~ (Td'. E SAVED) ~ d~~~"~ ~'}or'dy ,3 0.39 0,57 702 3 234 16 16 256 10 O \ ~ ~ x~ ~ ~ , (Td ODE SAVED) i \ \ ~ Cable TV Pedestal
~ k "1 a V C,1.14 ~ ~ Q~~ Y ~ ST 2 32 Oak 52 Oak GATE TYPE PLANTING RATES ~Y~9 ~t ~ ' Oak 52' Oak ~ ~ ts' RCP ~ 4 0.28 0.45 504 3 168 16 16 256 10
. t ~p e .th o Aug 15-Nov 1 Toll fescue 300 Ibs./acre ~x ~Y',~ ~B %~~,gd N ~ ~ ' / Nallnox \ \ Telephone Pedestal ' ~ / c \ \
Nov, 1-Mar 1 Toll Fescue 300 Ibs./acre YJQ ~pQ P u9 ~ ~ 86 03 28 W }}2,40, do Abruzzi Rye 25 Ibs,/acre ~~a d NQ pf~ 1 ~ S9 . ~ t~ / \ \ 512 10 8 w 112,40' , \ \ 5 0.77 1.41 1,386 3 462 16 32 \ c~ ts• ttCP
Mar 1- r 15 Toll Fescue 300 Ibs, acre 2W 2i LO p~~ 0 8126,E .C_ ~ /~oy Art ~ n I / r 0 00 ~ ~ 108,~y+. Ki s Crest S bdivision ~ \ ~ ~ 15 6 0.28 0.81 504 3 168 16 16 256 10
p 5 Ju 30 Hulled Common Bermudogross 25 bs./oc a Y. ~ n, \ Jul 1-Aug 15 Tall Fescue and 120 Ibs./acre We ~ ` ~ ~ e
**«8rawntop Millet 35 Ibs./acre QO ~ ~ C.1. 15 «++or Sor ham-Sudan H rids 30 lbs. acre ~t N~' ~ g yb / ~ , S~It fence`~~or ~ 9 ~ . ~ , \ \ x 7 0.81 0.81 1458 3 486 16 32 512 ~ 10 ~ ~ \
' sewer instolia ion ~ ~ ' ~ t ~ 21 nJ ~ \ ~ o Z o,e~ e of R 4 Existin Landsca e
10 Slopes (3:1 to 2:1) T ~ Temporary .I 17 Gig ~88~ ~ . - 10 \R ' g Trarnforr~r d o~ \ ` Brick Ent ace
Mar 1-June i Sericea Lespedeza (scarified) 50 Ibs,/acre i '~~~?iversion ` mar 1-Apr 15 Add Tall Fescue 120 Ibs./acre ~ i ` ~ A \ ~ ? ~ \ ~ ` Existin as valve
Mar 1-Jun 30 or Add W in L ve r 10 Ibs. acre - ~ Di}cI?, eep g o g ass / Tem ors N86.03'28'10 Mor 1-Jun 30 or Add Hulled Common Bermudogross 25 Ibs./acre N h3 ui \ p ry ~ 112,40\ ~ 112,40` M / ~ '
Jun 1-Se 1 **«Toll Fescue and 120 lbs. acre INSTALL ONE SECTION OF OUTLET PIPE i ~ ~ ? ~,ST 6 o~ )'}iVerSiOn P **«Brownto Millet 35 IDs./acre TO RELEASE STORM RUNOFF INTO SEDIMENT TRAP, ~b ~ W i ~Fr ` 1 ~ ~ ar;, we 14
**+or Sor ham-Sudan H bride 30 Ibs./acre CONSTRUCT TRANSITION AND LEVEL SPREADER ' y ~ D tC ~ 9 Y / 1 ~I ~ ~ v i~ / ~e~,~ ~ 1S' RCP M / P\x \r ~ 4~
Sep 1-Mor 1 Sericea Lespedeza (unhulle-unscaritied) 70 Ibs./acre BELOW TEMPORARY SEDIMENT TRAP REMOVE ~ y~ ~ 11 i a \ iz , and tall Fescue 120 Ibs./acre SED]MENT TRAP AND INSTALL REMAINDER OF STORM / o 'a ` ` yQq.' ~ a v \o ~ ~ ~ / ~o- ~ \ ~ Cable TV Pedestal
0 { ~ _ N W LI (Nov 1-Mar 1) Add Abruzzi Rye 25 Ibs./acre PIPE AND VELOCITY DISSIPATOR AFTER SITE IS ~ ~`~i a ~ ~0 ~ \ \ \ Brick Entrance \ Meter
STABILIZED, MAINTAIN LEVEL SPREADER THROUGHOUT,_---~- - o , ~ ~ : ~ ~ / C \ \ Li ht Pole ~ r~ / a \ r ~r
n l n rv i n 'n r r 'I n rv i n rvi f r A i i n• LEVEL SPREADER TO STOP WELL SHORT OF BUFFER, I a \ ~ Co su t Co se of o Engi ee o Sot Co se at o Se ce o dd t o a, ' ~ ~ ~ ~ information concerning other aliernotives for vegetation of denuded areas.
The above vegetation rotes ore those which do well under local conditions; ----,W ~ , - ~~`$g7~~a~.E 1: ~ 8 ~ other seeding rote combinations are possible. ~ ~ ' ~ 259' , 154A2 I~ g"''/ / \ C0~ Brkk cdunrK , + \ \ d ~ ~ \ ti SC
Dwight E, !n ~ I49,6r 98.n' -
+++Tem oro -Reseed occordin to o timum season for desired ermanent v A ~ J N86~D3'ti'8'W 112,40' P ry 9 P P & 20 C.O,R, Son, I~ ~ vegetation. Do not allow temporary cover to grow over 12" in height before ~ Pw p ~ ~ 112,40' ~ ts• RcP ~
mowing, otherwise fescue may be shaded out. ~ o `O~ fSt. ~ ry 8 E ,FL, SPREADER Shell V, Justice _ Z _ 1 .T ~i~ Y RA WIDTH-10' ~ _ i
LENGTH-10'~ TH-0,5' < Cable TV Pedestal , ~ v n utilities ~C''~. '
- WIDTH=3~ r'~o„ D, , ~ Zoned R 4 EV= 7~', 6 ~ _ D EM1.EL 3 -gg \ Le end for existing undergrou d a oak g ~ ~ \ ~ ~.ti n s
LEVEL LTP-~ELEV 37Pr ~'~p~ ~ a ~ ; -t--t--{-Electric k~ ts' RCP ~ ~ ~ c~ ~ \ \ ~ d
~ - tkp}- a S6~~ u
F N ~ 641 S~ ~ ~
~ fro Q. ~ ~ Field location of channels ,`~__,"o~ , FH3 ~ L \ +V'• 14.70' p Telephone ~`~~~r~~=`=~. F' ~ ate 4 ,
W o 8 '08'42'!:'• - ~ \ ~ '.,58413'01 ' ,I ~ ~ . laao ~ Television ~ ~p ~ ` , ~ 3 ~ ~ ~ ~-~-.E~, . P Crisp Drive
9' ~ ~ Water / ~ ~ s Wafer
~ c C~r~ 1 ~ j ~ 1,y 1 ^ 4 y P , Drtwnage Ea ~ . No 0' A t~ 15~~~, 18 _ ; ~ I ~ Existin valve & blowoff . + g , Existing utilities shown bused on field survey perforr~ed s,t a te' RCP ~t end of 12 public rlain
I ; o Tempolor , Y - ~ by Glenn D, Ward & Associates of Raleigh, North Carolina 3 It I ~ I to be rerloved,
i 0,.1 ~ ; . W ~ ~ Diversion'---_-------- ' ~ i See sheets 3 & 8, ~
' 1 ~A oo ~ \ I ~ cr° \ i % ~ ~ I .Q~tch ~ x ~ I ~ \ ~ a• ~ ~ 2 ^ catch Basin / ~ 4~ 5' Gty Standard
t FHS H* of It is the responsibliity if the contractor(s) to varify h ~ ~ k~
o ~ / o < Channel location based on topography shown front Wak§ Co,, G.LS. I as the locations of existing underground utilities and to ~ ~
, N~ Di~ 4i 0 Z', t i ~ A7 \ A? tf' notify the engineer irlrtediatly of any uti hies not shown,
r ~ - / 1 ~
~ ~ 'b- 17 - ; ' 0
'fir, v+ sP a ~ - _ < ' _ ! 1 3
.5 , \ to ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
202' Pp. \ `FH7 - J ~ i AFL CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
~ 'M _ \ \ \ a/q ~ - ~ \ a~P W ~iR fePl'CC'~tQQr ~ f r ~
~ u ~ _ ~__F sewer instollaticl~ ~ \ \-as - ' " ...ice l 0 ~ D that' In ~ , • ~ RELEASED FOR REVIEW ONLY
~N ~ P \ ~~FNe` \ `8, 6 44~~59 W 138,17 1 9; _ - NOT TO BE USED FOR CONSTRUCTION
;
10` Private Drains e Ea erle~nt ~ mac-- ~ ' -1'~ ~ "
B.D,M. 1999 Pa e 202 , ~ i \ - - - - Note: To o ra h shown is from Wake Count G.I.S. pg pY Y _
\ < < ~ r - ~ ~ ~ I ~ ~ Exist;. San, Ma olr \ ~ \ v` xist;.San, Ma ole
6 0 ~1 ~--'1 ~ ~ , ~ l~ CONSTRUCTION DRAWINGS
6~ .61 ~ ~ ~ i ~ ,Raven Rawen s Rid e Phase Three 9 -
~ 1 I ~ - EROSION C O N T R O L
• ~ Exist, 20 ~ ,R, ~ ~ Un~eVE 0 ' W ~ San, ewer ~aserlent t I ~ ~ U~r~ evel ea ~ o ` P SEAL /21/0 Per 1st coast. review MTB SHEET l Date: 8/25/00
3 , ~ , 8Q ~ Zb~ d ~ ~ B.D.M. 1999, Page 202 HADLEIGH SUBDIVISION Zb~ ~ ~R 4-.
vU t..
Scale; 1 "=60'
l RALEIGH WAKE CO, N.C.
Raven's Ridge Phase Two 18065 Qrn. By: MTB
"I hereby M. T. BURDEN ENGINEERING, PLLC of NI hereby certify that I am a civil engineer, I~IEE Chkd. BY; MTB
B,O M, 1999, Page 202 registere( registered in the State of North Carolina, and yy yq
that this that this plat is in all respects 107 SALEM TOWNE CT, APEX, N.C. 27502 correct and
Zoned R-4 was prepa was prepared by me or under my direction,' Dote Revision By Field Bk: PHONE: [phone] FAX: [phone]

t^D
Ter,porary Sedirlent & Construction Enser7ent ~
New $N To be obtained on lot 12 Kings Crest Subdivision, 47 ~ W waterline m
See Sheet g fi 2 ~
X` Existi C7 ~ W W ri n 3 e to existin g ~ ~ ~ GRAPHIC SCALE
9 Poverent a\ Water C~v with 2:1 taper M
anhol Exi ~ e 6 sting 15 st 1~ k N N ,ob'ztt 0 25 5D 100 200 k J'~
(RPM °r"' Pie 9 8x6 ~•8Z, ove north P tl N Tee ~0.98N •bC a~ 0
of new J.B.) 1 a` ~ 6, G.V. t'tt 3.8Z Fire H dr Pro o N E0.98S ~o~~o ,\~~y ~e (IN FEET )
1~ Y ant P sed 8 Wat ~
b~ 1 ~ er ~ A 9~~ wrh ,.^rd ~ ~ 0 5 a w P ~ 1.T \ V c P wTh ¢~r~~a 1 inch = 50 ft W PP ~ l
C,I, 13 ~ 8Mx a 1 ST 3 w 20 Drnfno M 6 Tee k ~ 9• r,, Ss ~ ~ ro eh
Kin ~ ~ 40p 9e Eas. 26' 8/a' 6 G.V, /`o 9s Cres ~ ~ HC Rnn a • ~ P 9. ~ ''i~QQSs 2`P C°4
t Lane ~ .1 p P (double) C,h s R/w Fire dra x 1 20' x ~ Exi ~ New 11 ~Y nt sting 45 R~ ~ ~ 5' MH 5 , ~ ~ 50 Gravel W h
Construct' , ~ ~ ion Entr ~ ~ ^ P P Jus ' tic e, Jr, Zo
N N ante C,I. 10 `mow ~ 7 In 8x8 Tee, (3) p _ 20' Dr ned R- Blowoff asser~bl 4 Y
terse 8 - ,9t 8 \ ry Dina e E ction G,V~ s 3 t,tti•68S 2 9 ns, ,
50+00 Cris 1 D.I, 6 9+15,13 ' P .I. 1 \ Sewer Dutfall ~C~ \ y¢ 20' Drainage Ens.
Kings Crest I - ~ ew Existing valy r- MH 4 ~,o`~
es ( , u , Q~t - l ewer 1 r, ~~~9 Tem orar ro 8
New Blowoff Existin AsseMb(y , 2 r. A ~ .~y P Y ro ~ ~ Diversion ~
g 18 Water ( ~ I 9 C.I. 1 .I ` Private) `o A,, ~ Ditch V
Existin Val ~ ~0 ' OI ~ g V25 iy a mq m ~
\ 9 % In C,I, 3 0 Prove Crisp Drive t \Exi ~ \ p\ d H ~ \A ~ ' D,L 6 3 4 , oo rin ~ Proposed 5 private drive ~
Exis , ntor>g tot o 1~z of 31, i H Ron l v ~ z o ~ k ~ tin r' I rond B/B ~1e4 ~ e ~ 6 J ti easer~ent, Crushed stone C.I. 7 ~s ~ ~
of ~ g P ivate water frontnge, ~ Te - ~ existing story, (6 or 8') t \ \ (3) ~ , . fl ro ~ private drive connector. ~ S e ~ e ~ °S C.I. 10 b ~ o
(See Shee PIPe and rent o be plug ed \ ~ G,V, s m Temporor New M 6 t g) ove g eas 1 \ ~ \ \ Y d beyond t \ porar `0 ~ -Q~versf New M 6 c^ G .w
5 \ ~ ~ ~ n 1 +Q Drve ion Q ~ Ditch ThORN 20' Dr Inage Eas, Li
~ S er ci~gnout ~ ~ U ~ ~b a CREST ~
k ~TYP~> o ~ Ch \ ~ 3 ~ ~ ST 4
T s o D ~ 4 INSTALL AT LEAST ONE SECTION OF OUTLET PIPE 1e to existin ~ ~Z9'OII ~ ' 9 pavement ~ 3 \ fn r 4 ~4 FES 9 ~ ~ D9
TO RELEASE STORM RUNOFF INTO S T TRAP with EDIMEN 2.1 \ taper 1 ,0 ' A TEMPORARY SEDIMENT EASEMENT IS NEEDED ON S 8801 r 4 ~ / p, y C.I. 11 ~ ~ v
LOT 10 OF WOOD SPRINGS PHASE ONE, REMOVE ~ Water Me ~C9~LI A O 4 v 2
ter (T 3,9 r~`aat SEDIMENT TRAP AND INSTALL REMAINDER OF STORM < 1 Existin V P~) U } I~0'b.6$$ ~ sA ~ Temporary ~ . Uti(it f £ Diversion
PIPE AND VELOCITY DISSIPATOR AFTER SITE IS Existing 30 story, pipe e f ( 9 alve & FH m -£S ~ 3 TO be reMOV ~ O ~ 1 l~ ed, Se m S c / Y Pol e ~ ~ p New MH 4 ~ ~ ~ Ditch
1 Cabl e Sheet 8,) ,c z e TV Pedesta Y ~ Existin 4- ? ~ N
1 / / to be rel I 0 9 Overhead Elec ' orated i. 2 tric ,d El ~ ~ w ectric Q
.or (To be relocat ed throw h
>v` ~i o new develo g throw gh
e ° (To p"1PntJ 1 Q + + be coordin D °d with
~ ~F y ~ o ow ated with ~ ~ ~ P er corlpanyJ L
9 ~ a w0 20' wide x 30' long TeMp. Sed, Eas,
Q a` To be obtained on lot 10 Wood S yin Pha p O p g se One, 8 L`~O~
~ ~
. 0i Qw~.~c s ~0
Sedim n Tr • y w` 3~ r a n e t aps t~ Q S c,-r,s E'
~ko ne ~ , Denuded Drainage Required Storage Required Rectangular Trap Weir
Area Area Sed. Storage Depth Area Width L th Area Len h ~ ~ Q e ~9 9t
Trap (Acres) (Acres) (Cu.Ft.) (Ft.) (Sq.Ft.) (Ft.) (Ft.) (Sq.Ft.) (Ft.) Q n e
1 0.33 2.14 594 3 198 16 16 256 10
2 0.34 0.40 612 3 204 16 16 256 10
SEE REVISED SIGHT LINES ON - SHEET 2
3 0.39 0.57 702 3 234 16 16 256 10
a o.2a o.45 504 3 168 1s 1s 256 1o HIGH POINT ELEV =
1) 1f DINT ELEV = 408.65
HIGH POINT STA = 1 5 0.77 1.41 1,386 3 462 16 32 512 10 - DINT STA = 13+38.28
° ° PVI STA = 13+ 1 STA = 13+00
6 0.28 0.81 504 3 168 16 16 256 10 > > ~ ? PVI ELEV = 41 C ALL CON TR TIN T S UC 0 0 B EI~IAC RA _ CO D NCE WITH ELEV - 410.66
A.D. _ -9.4: 7 0.81 0.81 1458 3 486 16 32 512 10 A.D. _ -9.43 ALL CITY F 0 RALEIGH T SA N DAR A DS N P D S ECIFI ATI i~ C 0 S.
~ K = 21,21 K = 21,21
U
~ w 200' VC 200' VC
W U ~ w FUTUR Z FUTURE EXTENSION ~
~ } O ~ Q Z U ~ O ~ ~ OF PL O r
N ~ ~ N ~ 7 ~ OF PUBLIC ROAD O r } + O
om II o~N Legend for existing underground utilities - z z m ~ ~ ~ ~ F- [V ~ ~ ~ ~ ~ ~ 405 405
PVI STA 10+50 Y rY rn Q w a w° N d ~ N Q J
Electric PVI ELEV = 394.36 o M u~i w o 001 ao ~ ~ j Z ~ N O O + ~ PRUSHED STONE ~ w R ~ N O NATE DRIVE
GQS A.D. - 1.52 r w U U w a y ~t d ~ ~ CONNECTOR CI 8 BEYOND 12+96.1 5 5
~ -^-Telephone - `n ° w a a ~ K - 32.82 ~ o a a
Television 410 + + ~-Water z 410 400
MH 7 400 ,MH 7
Existing utilities shown based on field survey perforMed , 50 VC
by Glenn D. Ward & Associates of Raleigh, North Carolina.
Q ~ ~ rn
405 405 395
~ + + rn It is the responsibility if the contractor(s) to varify ~ x ~ I II CI 8 F, 395 s•
the locations of existin under round utilities and to REMOVE EXIST. PAV. Q w TOP OF CURB=401,68 a
9 9 ro ~ Q 4 INV. IN=395.84 INV, OUT=395.64 ~4°~t
notify the engineer iMMediatly of any utilities not shown, z cn w _ _ ~ > > °
.Storm Pi Data 400
(Used Tirr~ of Concentratior~5 minutes,110=7.2 iNhr) ~ 8" C Pvc 400 390 F 390
" ES 9 INV. = 0.37
IoldArea TatalArea Runoff ~ S=1. Stru. (Acres) (Acres) Coeff. (c 010 (cfs) Tap * Invert in Invert in Invest out Pi Run Size fl T (Ft.) Slope
EXIST. RCP 1.12 1.12 0.40 32 EXIST TO 2 15" RCP 67 2.94 ANHOL 7 dANHOL 7
C.1.1 0.10 0.59 0.83 3.5 390.35 385.79 385.59 1702 15"RCP 30 1.27 Z MH 5 ~1 =4 J.B.2 1.71 0.55 6,6 386.50 36521 385.21 384.10 2703 18"RCP 30 12.30 395 ~ =40 .
C.1.3 0.03 1.74 0.55 6.9 385.42 380.41 38021 3 70 4 18"RCP 74 6.50 r~ w ~ A 12 3.62 " " 395, .TA 12 X3.62 I INGS C EST (5.25 LEFT) 385 385
C.I.4 0.04 1.78 0.56 72 380.42 375.40 375.20 4 70 5 16" RCP 14 1.00 r V, OU 398.5 VV, OU 398.5
F,E.S.5 375.06 ~ a' . ~ ~ TO =405.7 D.1.6 0.17 0.17 0.50 0.2 402.49 399.34 6 TO 7 15" RCP 28 3.50 + T
C.I.7 0.08 0.25 0.64 1.2 402.92 398.36 398.16 7 TO 8 15" RCP 28 8.30 ~ Z ~ S 0+87, 3 OUTF LL C ALL C
C.I. B 0.09 0.34 0.72 1.8 401.66 395.84 395.64 8 TO 9 15" RCP 75 6.40 INV IN=39 .86 F.E.S 9 390 _ S-£~€
C.I. 10 0,11 0.11 0.95 0.8 401.34 396.79 10 7011 15" RCP 21 1.00 ' 390 DATUM ELEV
C.1.11 0.11 0.22 0.95 1.5 401.34 396.58 396.36 117012 15" RCP 42 7.90 90. 6 LF 380. r70 380
C.1.12 0.07 0.29 0.95 2.0 397.62 393.06 392.86 127013 15"RCP 131 4.75 1 "RCP C.1.13 0.20 0.49 0.81 2:9 390.35 386.62 386.42 13 701 15" RCP 25 1.00 0o co ~
C,1.14 0,14 0.14 0.73 O7 401.23 396.69 14 7015 15" RCP 29 2.30 ° 1 00$ o ~i
C.1.15 0.08 0.22 0.81 1.3 400.58 396.02 395.82 15 7016 15° RCP 60 7.90 EXI 1 B" R P C.1.16 0.06 028 0.84 1.7 395:66 391.08 390.88 167017 15 RCP 76 4.00 385 O ~ M
C.1.17 0.52 0.80 0.62 3.6 392.44 367.84 387.15 17 7018 15" RCP 96 5.40 385
0.1.18 0.13 0.93 0.60 4.0 385.00 381.96 381.46 18 TO 22 15" RCP 60 8.80 TOP 394.35 P=40 17 0+00 1+00
0.1.19 0.31 2.59 0.54 10.1 375.11 372.52(22) 372.32(21) 372.12 197020 18"RCP 26 1,00 A 0+ 0 L C F.E.S. 2D 10.1 371.86 « "
C.1.21 1,10 1.10 0.50 4.0 380.01 373.16 217019 15" RCP 84 1.00 INV. OUT=3 .50 A 11+ 0.77 K NGS CR ST 5. 5' LEFT
( D.1.22 0.25 1.18 0,58 4.9 380.00 376.21 376,00 227019 15" RCP 66 5.20 = KINGS CREST
380 - " * T is top of curb far curb in~ts, top of rate fa drop inlets 6,18,19 & 22, t of manhde'uncUan lx~. I .OUT 386.39 F 3so TI
Curb Inbts (C. L) are C' of Rani h 5' O.M. Catch Basins (std #30.01). SEWER OUTFA~L "A" 8+21.15 - + 11 1 9 .9
Structures 18,19 8 22 are C' of R ' h standard dr inlets std #30.03 with 24'SQ4" std #30.13 . SEWER OUTFACE "C"
DATUM ELEV STORM PIPE RUf~ 8-9
_ 375.00 375 SEAL 9/21/0 Per 1st const. review MTB sHE~
Ri Ra Veloci Dissi ators o 0 Date: 8/25/00 HADLEIGH SUBDIVISION
O ~ ,.its _ _ ~4~._
Stone Apron Apron _ c6 Oi " ; o ~ 7 rn - u? N ~ au ~ 0) ~ CD T au r` I- ~ ~N~ARd 1"" 50' (HOR) a o Scale:
F.E.S. Pipe Pipe Slope Q10 V10 Stone Thickness Length Width Cf) - 00 00 0) 00 C~ Ln 01 0) "t u-) O r- 0) O 0 0 0) ~ u7 (o r` rn 0) Dissipator Number Size (in.) Material x ? 00 (C.F.S.) (f/s) Dia. (in.) (in.) (Ft.) (Ft.) w w r7 r7 M r7 0) r7 r7 0) ro 0) M r 01 7 O O 1 M It O It O It 00 O O d 1 =5 VER
D5 5 18 R.C.P. 1700 7.2 6.4 6 18 9.0 5.0
D9 9 15 R.C.P. 6.40 1.8 8.9 6 18 8.0 5.0 Drn. By: MTB RALEIGH WAKE CO. N.C. L OF
D20 20, 18 R.C.P. 1.00 10.1 6.8 6 18, 9.0 5.0 10+00 1 1+00 12+00 13+00 13+00 M. T . BURDEN ENGINEERING, PLC
Chkd. BY: MTB
y ,,9ft 107 SALEM TOWNE CT. APEX, N.C. 27502
h Field tiai+""~N Date Revision g Bk; PHONE: 7
y (919) 303-310 FAX: [phone]

+ ,75 Thornbur Crest Ct,
8"x6' Tee 13 62 Y 'x6' Reducer 10+00 Mitford Woods Ct~ 8 Z 0
(1) 8' G.V. ~ w . ~ ~
C2) 6' G,V. L
a o °i ~ ° b Temporary , a a; °a ~ ~ d ai ~ ~ Diversion Z~ ~ n; ~ ~ 3 ~ ~ h~. \ UI J
\ ~
HC RaMp (single) Ditch ti
C,I, I2 W 3 ~ 3 3 3 ~ 3 ~ ~ 0 0 1 19 silt fE 23 2 3 ~ m o rD ,ni \ Z o \ S~It fence for w o
24 Sewer (Jutfall A i~ ~ N N ~ N N o ~ New MH 1 ~ ~ p sewer r a ^ 7 M 1 ~ ~ sewer installation ~ ~ ~
N ~ HC Rarop (double? N o M ° N c o ~ < AJ ' - porar \ o ? co y w o ~ Diversion ~ ti
' 'Tee N N~' ~ o ~ ~ °~n.~ MNewMH2 ~ 8 x8 ~O ~ cn New MH 4 ~ ~ ~ ~ ~ X ~ , (3) G,V,'s ~ Drainage Eas, z ~ a 0 z ~ ~ ~ P ~ ~o Ditch o °'w
oo Z i ~ N ~ o z ~ . ~,4 z o. / 0 1 em ora~ ~ C.I, 11 Water ~ / r g, - 11 0 0 3 ~ ,
Proposed ~ / we ~ Div rsi C,I, 14 ,06'9 ~8Z'E6 SQ , 6' ~ RO ~ EaS. I' 12 p 6 ~ O \ ~ ST 2
w 1R 5 gV1 Ditch , 8'OL ~0 9 c, Temporary w Silt fence for
2 0 onc~ ~ ewa S O R• u 20, G ° ~ ~ iv rsion in sewer installation o to 17 ~ D e o W ~ New MH 8 G'1' Ditch
~ m c '
17 Kin Crest c.I, 1 t,,j ,Ot+'ZII M.BZ,E0.9$N 1 m A
11 +35. ,h 21 1 hprnbut9`'~ C.I, 1 M - _ ro Pro osed 6' Water New MH 9 p ~ 10
20' Drnina e ~ > 6'08 .T6'S csc - y s ~ New MH 3 ,88 >s ~
OS m ~ 26' e/ a ~ i+ r g ,e~. ~ ST 5 MBE ~ / rest ~ N '.G 13+62,75 Thorn r C + 1
tiG R N ° ° ( R/W ~ ~ I ~ GD 2 Woos 00~' ~ ~e 10+00 Mitford ao E w m m I 98N ° + firer 0 tfall ~ ~ d 9
C,h 7 N °D m T m ar C=11 85, 5 ~ ~ d~ e P Y w ~o ~ ,S8' ~ ea ~o~ o N cn ° 8ux6" Tee 3.9Z,Ib.O N e~'
P o ~ N ~ II p r ~ ~ C N ~ N DIVerS10 r 0~ 8 x6 Tee a N i h 2 ~ 1Q 'e N r r Q OJ ~,ed h 8 x6 Reducer ¢,8 6~ .\,~g op ~
3 D t~ ~ ~p ~ti Tem or r 6' G.V, W W o ,v, P y 1 o, s (1> 8' G~V, G'j. I5 p 9 Blowoff \5~' e~° e~`~' ed w ` r G.I. 1 t^ a~
~ ~ ~ drant~ 6 n ~ n Flre Hy N 7 ~ c J 4' ~rsi0 5 N ao .ti a ~ ~ (2) 6 G.V. y Asser~bly ~ae ~oP d~~ e
ih o Z `Water ti ~o w ~ FQ Ditch as, Pro osed 6 13 P 20' Drainage E o T P b a, ~ J ,p 8X6 ee 10'x70' SI ht Trlan le ti r a N • 5 o o eJ oo'~ ,Ot+'ZiI M,6Z,E0.98N d G o
D,I. 6 ~ ~ 6' G.V, g g a ~ c ~ ht< C,L 8 N I ~y, W ~m 'Tee ~ ~e~ ae o~"P 0 8x6 0 ~o G
Fire Hydrant N M • a B o a Blowoff Water ~ e 6 9 A 5Z' Oak 32' Oak C.I. 14 ire H Brant Propose o~
6x6 Tee • ~ bo ~ Asserlbly Sewer Dutfalt 'C' 6' G.V. u i ° °D (TD gE SAVED ~ ~ ~ vi ~ to
Fire H dra t o 3 o N Y ti L o OOti r ^ N \ w
~ A ~ ~ ~ oN N I\ W 8 ~ 3
0 p N ~ O / ~ 0 22 !/1
N
SHEET ~ SIGHT LINES ~N ~ ~ ~
SEE REVISED o, o N Q
U 19
u~i HIGH POINT ELEV = 405.24 w ~
~ cn HIGH POINT STA = 11 +75.04 v ~ PVI STA = 11 +75 WITH ANCE ORD ACC IN BE INTO RUCTO NST ALL CO
ATIONS. P CIFIC N S E AD NDARDS H STA
~ ~ PVI ELEV = 407.74 o ~ F RACE G T ~ CITY 0 N SHEE ALL NES ~ VISED SIGHT LI SEE RE
m o A,D. _ -10,00
~ K=20.01 ~ Y ~j
2 ~ I-- ~ N LY WO R REVIE FO ASED RELE
O ~ -I TION TRUC NS CO
o ~ ~ W ~ PV STA 14 50 + + ~ FOR USED T TO BE NO _ 9! 91 Sediment Tres
o ~ r N ~ PVI ELEV = 39 .00
- ~ N .D. _ -3.0 410 ~ ~ ~ } o 410 Denuded Drainage Requirod Storage Required RedangularTrap weir ArN Area Sed. Storage Depth Area Width Length S AFrea Length fr
410 ~ ~ ~ ~ o o K= 3.29 Trap O (A~) (Cu.Ft.) (Ft.} (Sq.Ft.} (Ft.) ( ) (q ) U
rn ~H J H J Z ~ 1 0.33 2.14 594 3 198 1s 1s 25s 10 ~ PVI STA = 11 +00 GRAPHIC SCALE
O ~ 0p s12 3 zoa 16 1s 256 10 ~ U PVI ELEV = 393.74 2 0.34 o.ao U
H L~ r~ O ~ - 50 0 25 50 100 200 3 0.39 0.57 702 3 234 16 16 256 10 t0 A.D. - 3.00
+ ~ ~ - o 405 o 405 ~ o K = 33.33
405 T ~ N ~ + 4 0.28 0.45 504 3 168 16 16 256 10 O O m 3
o ~ it 5 0.77 1.41 1,386 3 462 16 32 512 10 Z O O ~ ( IN FEET )
~ Z Q J ° VC . 5o ft.. ,a 100 n 6 0.28 0.81 504 3 168 16 16 256 O ~ Op ~ 1 lAC S O rn ~ ~
7 .0.81 0.81 1458 3 486 18 32 512 10 F- ~ ~ M O N
° 4oa 4oa a K000 000 OOm 00000 8N r ~ tyJ + ~~fNWnO NMQ Omr~SM®00 `N J rr) O M
4 ~ 1 > , 400 M 3 _ , tV.-N4D e~ fMm1C ~t~`d~CJ t~ V Nmr• N O tp O W ~ II M
0 0 ° + + i- 0 4 w ~ ri ~ ~ r
\ ~ M ~ nooaa moon N.-n°+ommo~ ~ O Z ,,;m MMr~~ NNr~ NQ MNNmt`W m r r - N W + M O N
1 RCP MH 3 II + m ~ ~ ~ ~ 400
~ J o 395 395 ~ 400 0. n. n. ~
395 c0 66666 aaa 6666666666 as J
a a ~ X00000 000 0000000000 00 ~x~o:rro: ~rxz ~rraa:z~a:o:o:o: o:rr ~Nif15°tO t' %Iq if1 NifNNNi°NWiq i°m nn .O
~ ~ MH 8
~ f- J (n W N ~Q nm~mpN Ol0
~ 390 ~~NMan ~m~ 0000000000 00 395 395 390 p~ooo0 000
i1X F- f- F- f• f' f' f O N " n m h m W N N aW~NMV mr`m
390 ~ a a ~n o s~ppa? aasa mma~pp ~ ~ iOq~NNO~!~maD~MaDYmaND amD~a.N amD~O
~p M ~ aa One mb O m{p Nmm~CiOhr N~Mm ~ gj m4D~p n r~ at W 01m°101m01 m W mm hf~t~h ~ # ° M M M M M M M !O M M M M M M M M M M M M M M
C ~ 1 ~
.I. sQ, N J c wr~o m~ mom oo~a a c m 390 ~ nNav N 390
~ N W 385 385 ~W~~~ MMMM MM MMM MMM ~ ~ N L ~ C
385 a ~ 168,35 F C N N E N
=.0 ~ m n g
C r' M S O QQM M N ,O
TOPS 00.17 STA +00 0 FALL " « nONN °,N NnMmm .a~l+f 1, 7 LF 19 .g2 LF Mnav va°ai;. ~~mr~cv,nm~8~ 08 po* 385 385
' 380 38D OmnO rV (V h0 Ga N~f7a QQ ~O O» D', . wmmm 000 ooaaoomamn "aj"aj l+J$ v NH E 9 o MMMM aaa aaMMVaMM~nM m*
STA 1+40.7 KINGS CREST 5.25' FT MANHO E 3 ~3~ 380 INV, I =389, OUT ALL «C« _ ° ~ m ~ ~ TOP=3 1.00
Nm mmoo~r.Mnmo~.-oa mac STA 2 61.79 OUTFACE B NmmOiN N c_Q =385.73 ^~+j pjmlp r. C~ C~fVNO~~Mi000Y< .
INV, UT=38.39 "8 0 STA 0 0 OUT ALL . S~ Q~V O 'O ~P
N ~ 9 TOP 95,32 ~ 380 ~ ,.oMnn o N nnn~M~~~~~ gV~ 380 1 MI L
INV. IN 382.91 OUTF L "8 ~ 375 375 ~vmnnu~ n~r. Wo,o,m~m +s , o .ddddd Boo 0ooooododci oo @fr TOP= 97,99
375 = MANHO 2 ~ ~ o°.m - 3. 3 ~ ~ t ~ FA INV. N-38
" ~ _ _ ~ 10 N°I .-Vm r~n~ ~N°107<NmOM°f Om ~ a' N ~nrr-n rry ANN?''NNOOn,I c -•mo STA 1 +68 T ORN U 5.2 RIGHT ~E Qm~o.- 000 6dooooo m -
' R GHT ~ TA 15 36.35 HORNS RY CRE CT. 5,25 n _ ca~- ° S~ a~U
NV. IN 381.03 0 i-a mm ~~nocmmNM~ on ~~m ~i'II INV. UT=38 71 375 e ~ NO og ~00 ~oN.-OOn~M DATUM E
' 370 370 ~^~o 0o Qoo cccooocoac ~o .i?W~ 7.00
Og 370 w8 a;, .e 3 5 1a~j vv "cim U~ O Cfl~ ~ r~ M Nr M ~ ps ca off.- Z= ~ ~ .N O N ~ ~ Q1
m a g m~ f- ~ r` ~ cs7 ~ ~ M O N O 00
p~C o. E ~ n N a ~ ~ ~ ~ a1 ~ O Ql ~ a1 Ol ~ a) N1 I'r1 ~ m~~NMYnmrm°f N Q XZ r'r) M M M ~ M
~4. ~.-NMaNmnmrO ~NNN HV~ LJ.ILL O~ bb~XX.rp_:W___W__________W__ v3
STA 2 09.27 UTFALL "A" 365 tn~ NWU-~UU~+.~UULL000UUUUUOOLLUC 365 10+00 11+00 12+00
365 INV. 0 T=370.0 TO PO
5F Fkl £ Sh sF Fk~sp Ri Ra VeloC Dlssl ators £ s 'NC THORNBURY CREST CT.
yF~ M Stone Apron Aprar~ ENO V10 Stone Thickness Length Width " " (F F.E.S. Pi Pipe Slope Q10 Q 9 , 2 7 8 + 21.15
360 ~ SEWER OUTFACE A 2 60 Dissipator Numt>ex Size (in.) Material (C.F.S.) (f/s) Dia. (in.) (in.) (Ft.) (Ft.) 3
D5 5 18 R.C.P. 1.00 7.2 6.4 6 18 9.0 5.o MITFORD WOODS CT.
360 R.G.P. 8.40 1.8 8.9 6 18 8.0 5.0 D9 9 15 5.0 TFALL B P. 1.00 10.1 6.8 8 18 so SEWER OU
D20 20 18 R.C.
SHEET
/21/0 Per 1st const, review MTB Date: 8 25/00 VISION a / A LEIGH SUBD SE L H D
355 DATUM ELEV 355 ,,,,N,rM
1 =50 HOR .,t~1 CARn, ~
355.00 It O ~t O c0 N ~0 O M0 M O M 0 ~0 N Scale: 1 "=5' VER
O O r0 NM O CEO d 41 d' NM N OCA 00~ mod' N MO f~ ~Ln Oc0 (7) Z W N d r- 00 O O N O RALEIGH WAKE CO. N.C.
00 w n • ~ ~ o M m Ica ~i 0) CY) ao 00c6 00 0000 a 1- = T p CV 0 1~ to M tf7 0 M N M ~ 00 M~ M 00 MM M MM U) O O 0 0 0 O O) 0) ro 0) MCA ~ M 0 Drn. By: MTB of A
N _ r 000 Z O ~ O O~ d' ~t O d' 't 0 O O 0 ~ ~ d' M M M M M X _ "t d q ~ 18065 Chkd. BY: MT B M. T. BURDEN ENGINEERING, PLLC
W Li. f
+00 15+00 16+00 17+00 14 12+00 13+00
10+00 11+00 ay 107 SALEM TOWNE CT. APEX, N.C. 27502 h~N N++~ Date Revision By Field Bk: PHONE: [phone] FAX: [phone]

GRAPHIC SCALE
50 0 25 50 100 200
V
1N FEET ~ ( )
i inch = 50 ft. CV Silt fence for j~
sewer Instollotion V
10' LONG LEVEL SPREADER
ENTRANCE WIDTH =10' Temporory END WIDTH=3' kst ~ ~ .
Diversion BOTTOM ELEV.=371.86 14 9
o` ~~a. Blowoff c• LEVEL LIP ELEV.=372.36 ~ O y ti•S a Ditch l So x o J m
50 ti (,d ~o- , ~ Asser~b y 6 v x~p d F ay, 1 ~ n .w 10
,aa 4q ST 5 1S 4~ ~ ti 2 ~ < s • 14 o S, ~Si• r ~6 Temporo y Blowoff Q
~ tiQ , y~ C.I. 21 ~ ~ e~ k ~ ~ 7~ oJ, Diversion Assernbl o Y 8 m Z
a ~ e~ ~o ~ 5 v, 7. Exist, 20 C,D,R, / / ,h ~ q 5 ~ s Ne e / ~ Q ~ Ditch ~ h
San, ~ ~ ~2 s, Sewer E / 2 aser~ent / yo 2 ~ r ~ 161, m
/ 13 B.D.M. 1999, Pa e 202 / / / y w2 FH2 S~'' ~ ° \ ~ r ~ ~ 1
/ / i ~ / s 14 N y 14 a k. ~ \ c~ ~ 3 S6
~ ~ J / ~B, A N o i / ~ y N 11 G~2 ~ r o `~~S , ~ ~ 11 ~ 4 / FH2 i •1
~ y W ~ / t D2 ~ ~ O \ FES 20 F 34,5'R h
ewer a 2 ' C.D. , Sq~ar Sewer ~Eas, ?5~ New H 1 ~F ° y" S San, S /M 4 m c ST ~ 6 ~~3 ~ DST c \ ~ 4,70' ~ .,lw 11
Exist 8 ,tiL's; I M.04,LS.bI ~ w FES 20 ~ 4i i e~ w C,I. 17 ° x J x$84 13 0 U 37,5 R + 7 O. 48 42 E I ,
h 01 ~ 103,9 C ew MH 1
0 / J i ~ sT ~ D.I. 1 . 16' W R u i I 1 9" 1 ~ 20' Drn' 1 , 9• g n5, 0 .gg~ ~ n FH4 inb,~e Ea , ~ r~!4 3 E 1 , 'n 1 \
i ~ / ~ `~X wa J 3.1q~39 ~ ~ o p 1 a v e n s S , FN4 ~ , ro e e P ,I.19 p 031 nge 1 ~ N6 AO T ~ \ r~ 5• 15 18 Q' ~ n ~ ~ O GM I ~
wP Q S% 2 a 17 ~ h ~Z as. z ~ o and 1 r _._.>t 2 F 1 Tert porory A 1 ~ w W4 N jCN ~ ~ Diversion
S~It fence for PP 4~ ~ N p~SC ase ree ~ ~ fl ~ ~ N sewer installation ~g'~ ~ S c~ D~ ~ ~ of f 6 ,
hP ~ . ~ o • w 1 2 ~ 9 P~ q. j' ~ w ° D B ~ . m w ~ ~ x Ditch 1 s Ass Ably 1 v ~ / ~L 93 p
,n / ~ ~ y 1 ~ 6 3 Exist, San, Manhole ~ ~ iy L , N r~'y ~ cb I ~ l ~ / >L ~ O 6 / / ~
Sta, 0 00 Dutfalt A 'a ~ F ~ N 62 ~ o ~ v a? O
s w T N . 64. 1 4 cn ~ 8 19 S9 ~ C ~ ~ w O'^
~ ~ Temporary ~ HC RoMp (single) y J ~ V, O _
Diversion l'
Ditch ~ a
v 0
R/W
385 385
}9 }9
0
CI 21
T
380 380
12" DI 9
Imo- B --I
Y Y
GRASS LINED DITCH ;H 37 375
(ADD JUTE LINING) CI 1
"RCP 1.aox RB=380,01 15 73,16
DROP INLET 19 (W/ 24"x24" GRATE)
8 (FT.) T (FT.) SLOPE 010 (CFS) V10 (F/S) 1 V10 (F/S) Y10 (IN) 0100 (CFS) Y100 (F/S) TOP=375.11 370 370
DITCH A 0 6 10.0 0.47 3,4 DITCH 8 3 9 9,5 1.80 3,8 3,4 2,6 0,63 2.9 INV. IN FROM 22 =372.52 3,8 1.7 2,40 2.0 INV. IN FROM 21 =372.32
DITCH C 0 6 5.7 1,12 3.4 3.4 4,0 1.50 4.4 INV, OUT=372,12
R/W
DATUM ELEV 6
395 365, 00 3 5 395
~ rn
395 395 CI 17 ~ r rn ~ ~ ~
M ~ M
390 390 O+OO 1 +oo
DI 18 ~ 18 / '
390 390 ~
gtorm P' Data
385 fh GQ (Ilaed Time Ot Concerrtra5on=5 minutes, H 0=7.2 inlh ~ 385 Sediment Traps
~F CI 17 =392.44 Inlet Area Total Area RuraB ~ pgn~ p~ R R aired ular T Wcr
Stru. {Acres) (Acres) CoefF. c 010 (ds T Yniert in Invert in Invert out Pipe Run Size & Type length (Ft) Slape ~ ~ Recgtg ~ 4 EXIST. RCP 1.12 1.12 0.40 3.2 EXIST TO 2 15"RCP 87 2.94 Area Area Sed. Storage Depth Area VYldltl LerK~l? Area LBrlgttl
385 ~ 385 ~ ~ INV. 0 T=38 ,15 C.I.1 0,10 0.59 0,83 3.5 390.35 365.79 385.59 1 TO 2 15" RCP 30i 1.27 Trip (ACree) (ACf86) (Cu.R) (Ft.) (Sq.Ft) (Ft) (Ft) (Sq.Ft) (Ft.) ~.g, 2 1.71 0.55 6.6 388.50 365.21 385.21 381.10 2 TO 3 18" RCP 30 12.30
~ m C.1.3 0.03 1.74 0.55 6.9 385.42 380.41 38021 3704 18"RCP 74: 8.50 1 0.33 2.14 594 3 196 16 16 256 10
w z a~ MH 1 380 I C.1.4 0.04 1.78 0.58 7.2 380.42 375.40 375.20 4 TO 5 18" RCP 14 1.00 375.08
/ ~ , 4 80 F.E.S.5 28 350 2 0.34 0.40 612 3 204 16 16 256 10 D.I.6 0.17 0.17 0,50 0.2 402.49 398.34 8 TO 7 15" RCP
z 3 119 ~ - ' G.1.7 0.08 0.25 0.84 1.2 402.92 398.36 398.18 7 TO 8 15" RCP 28 8.30 C.I.6 0.09 0.34 0.72 1.8 401.68 395.84 385.84 8 TO 9 15" RCP 75 8.40 3 0.39 0.57 702 3 234 16 16 256 10
380 380 a• INV. ouT=3 t, b INV. OUT=3 1.46 F.E.S 9 3~•~ C.I. 10 0.11 0.11 0.85 0.8 401.34 388.79 10 7011 15"RCP 21 1.00 4 4.28 0.45 504 3 168 16 16 256 10
10' LONG LEVEL SPREADER C.1.11 0.11 0.22 0.95 1.5 401.34 396.58 398,38 117012 15"RCP 42 7.90
~ ENTRANCE WIDTH =10' e END WIDTH=3' 375 C.1.12 0.01 0.29 0.95 2.0 397.82 393,06 382,86 127013 15"RCP 131 4.75 375 C.1.13 0.20 0.48 0.81 2.9 390.35 388.62 388.42 13701 15"RCP 25 1.00 5 D.77 1.41 1,386 3 462 16 32 512. 10
BOTTOM ELEV.=371.86 ~f ~ » » " ~ C.1.14 0.14 0.14 0.73 0.7 401.23 396.69 14 7015 15" RCP 29 2.30
LEVEL LIP ELEV.=372,36 6e• C.1.15 0.08 0.22 0.81 1.3 400.58 398.02 395.82 15 7016 15" RCP 60 7.90 6 D28 0.61 504 3 168 16 16 256 10 C.1.16 0.08 0.28 0.84 1.7 395.88 391.08 390.88 18 7017 15"RCP 78 4.00
375 375 INV. I =376.2 C.I.17 0.52 0.80 0.62 3.8 392.44 387.84 387.15 177018 is'RCP 96 5.40 7 0.81 0.81 1456 3 486 16 32 512 10 D.1.18 0.13 0.93 0.80 4.0 385.00 361.96 381.48 18 TO 22 15" RCP 80 8.80
D.1.18 0.31 2.59 0.54 10.1 375.11 372.52(22 372.32(21 312.12 19 TO 20 18" RCP 26 1.00
F.E.S. 20 10.1 371.88
370 FES 2s ~ ~s" RCP 01,00% INV. 371.86 DRO INLET 1 W 24"x24 GRATE ~ SEE SH ET 6 37D C.1.21 1.10 1.1D 0.50 4.0 380.01 373.18 217019 15"RCP fie 1.00 D.1.22 0.25 1.18 D.56 4.9 380.00 376.21 376.00 22 7019 15" RCP 66 5.20
TOP 375.11 ' Top is to of curb for curb inlets, of rlte for drop inlets 6,18;19 & 22, top of manhole junction boxes.
370 ~ 370 Curb Inlets (C.L) are C d Rafe' h 5' O.M. Catch Basins {std # 30.01 . Structures 18,19 & 22 are C' Of Rel ' thmdaM dro inlets std #30.03 with 24'SQ4" rate std #30.13 .
INV, OUT=3 ,12
~ 365 p~ STA +09.2 OUTFA L "A" 365 Ri R V 'Disci rs
~ ~ REST CT. stone Apron Apron
365 365 F.E.S. Pipe Pipe S Q10 V10 Stone Thickness Width D~sipator Number Size(in.) Material °k) (C.F.S.) fls) Dia. (in.) (in.) (Ft.) (Ft.)
p9• INV. OUT=3 ,50 2 D5 5 18 R.C.P. 1.00 7.2 6.4 6 18 9.0 5.0
DATUM ELEV D9 9 15 R.C.P. 6.40 1.8 8.9 6 18 6.0 5.D
EXISTING MANHOLE 360.00 36 ~ ~ 18 R.C.P. 1.00 10.1 6.8 6 18 9.0 5,0 0
TOP=36fi.29 STA 0+00 OUTFALL "A" ~ ~ ~ ~ r
EXIST INV•=358.21 360 360 ~ ~ ~ o0 ~ o
NEW INV. IN=360.66 ~ ~ ~ ~ ~ ~ ro ~
1+00 2+oa 3+01 3+00
DATUM ELEV SEWER OUTFA~~ "A" 0+00 TO 2+09.27
355.00 STORM PIPE RUN 17-18-22-19-20
N7 I~ d' M lI~
rn ~t i~ O ~ STORM PIPE RUN 19-21
M M M M ~
A N TR .TINT I N A F LL COS UC 0 BE CCO ICI ACCORDAf~ W) I H 9/21/0 Per 1st const. review MTB SHEET CE SEAL Date: 8/25/00 uanl ~In_u cl IRnnnclnnl
o+oo ,+oo z+oo ALL CITY OF RALEIGH STANDARDS Al' sI,~Npy~ ir-nvLL vi .vuvi v ivivi v
~RDS AND SPECIFICATIONS. N CAAp~ 1 -50 (HOR)
Scale. 1 "=5' V ER
RALEIGH WAKE CO. N.C.
RELEASED FOR REVIEW ONLY #l Drn. By: MTB OF
18065 M. T. BURDEN ENGINEERING PLLC
NOT TO BE USED FOR CONSTRUCTI01\ ~ Chkd. BY: MTB T UC ION
107 SALEM TOWNE CT. APEX, N.C. 27502
tautgiN' Field Bk: Date Revision By PHONE: [phone] FAX; [phone]

i ~ I I ~
ins res , ~S U IVI~IOf1
d i ~ ~ ~ ~ 9 w°° I
3 ~ 6 a el ae z 90-
3
I s ~ one - -
~ I •2 a ~ p'4 a P o-
~ I ~ > d a I Q~~
~ ~ iN ~k ~
S ~ x s~, \ ~ W , 0~ ~
,.'o L ~ Mailbox " " ~ l Q 2 0~
~ A 8x6 Tee 4 ~ ~ ~ S Q L S ~ 0
a 6" G.V. A ~ X 15` RCP ~i a ~ x' j0 ~ ° Q ~ ~ Q 1 ~ti
S- m Moilbox L Fire Hydrant ~ o- New MH 5 ,
\ ~ o ~ ~ L ~ `xiO ~ - - Mailbox z 4 a~ ~ b J • ~
ti ~ o C w 0 y Q d +
_ - - - - ..f-=~T-_=~~ - _ - ~1 r ~ 15' RCP - - - 15" RCP ~ u I ci , ~ Q. 2 ti~
Q - - - I15 RCP r=--~~ ~ ~ 0
/ - Exist, 12' Private Water
~ f - - _ v - -
Gt (.iron SI n Q ~ / .._.-._._._.~..r ~-._:=,r=,r...~.~w--.-.. "t ~ 1- -r - -~-J'- - =r - _ ~ _ _ _ - Y 9 ~1 R ~ ~ ~ - ~~r r - -rrr_"'-r_r_r_r-r1-r--~y ~ r-r'~'r=r~r - ~ - I s I ~ ~ OOo
G 3 =r~r~=r=~ r`- 2Q ~ ~ - - sca - - - , - G ~i Existin Land pe _ - -
~
~ L Q J
~ ~ Brick Entrance , 3 ~ O ~ 'E 'L O ~ Q i h ~ ~ ~ O / t ~~~~i n ` ~ ~ ~ a a /CD cs ~ o X O 18 RCP ~,e ~ o ~ i Existin v a ~ ~ ~ N
~ / 15' RCP ~j 9 r ~ N e Q a o ~ ~ C.I.1 o-
5' Cit Standard / , ore ~ '6 ~ '0 Landscape ~ t 3 < ~ v ~ 8 yak .o e u x ~ W ~ P ti ~,o-
c/ r Q ~ ~ z Transforr,er Pad c c 15' RCP W ~ ~ Catch Bosin ~ ,~~5% ~~i k ~ Brick Entrance ~ u ~ ~D ~ ~ ~ ~ ~ ~ I„ ~ \ ~ ~ ~ L . ,0
~ ~0 •C ~ ~ ~ Q ~ ~ ~ e ~ ~
,•f ? Existin as valy Existing r~eter " g g IS RCP ~ / ~ New 8 waterlin e / , e
/ , Existin as valve x ~ Li ht Pole g g o- 2 e ,a ~ o ~ o P e
15' RCP Brick columns g ~ N e ~ ~ o- .B. 2 e ~ ~ ti ~ o Q, o, Q o ~ o ~ d
Existing valve & blowoff Meter Telephone Pedestal ~
at end of 12" ublic main `o P / Cable TV Pedestal e • ~ ~ ~ ~ e ~ X o o-
to be rer~oved, ~ ~ Cable TV ~ e ~ ~ 4 , , ~ e o- C, . 3 ~ x~` d e
o-k/ ~ X ~ ~ Pedestal ~ ~ ~ ~ ~ o~ ~ ~ ~ ~ ~ e Q o-
a"off d~ Q~ e~ Cable TV Pedestal x~ ~ •C ~ ~ o a + ~ ~
~,.,2 e ~ e •~x, o- ~ \ e ~ e ~ ~ ~o ~ , ~ ~p o- ~ Q ~
S o- + ~ <v ~ ~ e k ~ `p ~
~ ~ New 8 waterline Crisp Drive c ~v e 2 ~ o ~ c ~ \ ~ ~ x, P o- s ~ ~ ~o ~
Existing 50' R/W Q x~ ~ e ~
Existin 20' Paver~ent, ~C g ~ ~ ~ • ~ `K ~ ~ ~ ~
`u " shoulder, & ditch section 100 12"x8 Reducer 100 Weil Easer~ent ~ ~ ~ ~ x. , ~ o ~
~ + ~ + ~ ~ •c e 2 ~ ~
• ~ ~ 0 c~ e ~ a e ~ /
Saw-cut & rer~ove existing o . ~ Q ~ ` ~ x 0 e o- o ~
aver~ent for new 8" water p ~ ~ ~ , a 2 ~
Re air er standard detail \ p P ~ e + 0 2 \ ~ ~ w o- d
e ~ ~ ~
o o \ ~ o, o
w ~Q ~ ~
o d 2 ,~g 2 ,0 w
~ w + o- •~~i
O _U ~v o + e ~
375 ~ w Q
w z cn w U ~ 395 w
w U w
~ ~ 3 w ~
> > f- F-
EXIS ING G OUN ~ w EXIS ING G OUND w w > v - ~ x O
~ i- U O - _ w ~
370 z w \ N ~ 390 GRAPHIC SCALE
Q Q U w Nw>
U z Ul Q ~ 0 20 ao so Aso ~~Q
~ O X w
Q (!N FEET )
w w ~ ^ 1 inch = 40 ft,
365 - ( ~ 385
w ~ w + Legend for existing underground utilities
O ~ w
z w z -~--~--~-Electric ~ z Q
~~-~-hN G a s
~ w U - -,_-,_-i_ Telephone
W ~ Q ~ x
360 J _ Television 380
Q Q ~ / w - ~ -V-Y-Water
~ O w Q ~ a.
U w z z ~ Existing utilities shown based on field survey perforr~ed
~ O ~ _ by Glenn D. Ward & Associates of Raleigh, North Carolina
X X
355 w ~ 375
~ O N O ca ~ rn o o ~ ~ ro It is the responsibliity if the contractor(s) to varify
~ 0 0 ~j + O rn rn aoi rn rn rn rn ° r
M M M M ~ ~ M M ~ the locations of existing underground utilities and to
O notify the engineer ir~tnediatly of any utilities not shown,
350 i 6+00 6+00 7+00 8+00 9+00
I 4' Min
EW " WAT RUNE
PO R CO CRETE PAD NDER
345 ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
UN ER ST RM PPE
12"x8" TAPPIN V ` G SLEE E AND ALA CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
VALVE BEFORE EXISTING VALVE/ •
RELEASED FOR REVIEW ONLY
NOT TO BE USED FOR CONSTRUCTION
340
o rn r, ~ ca
~ r o ~ ~ C N TRU TIN RAWINGS
~ ~ ~ ~ ~ M ~ M O S C 0 D
CRISP DRIVE WATER EXTENSION
DATUAd ELEV 3+00 4+00 5+00 SEAL /30/00 Per 1st const. review MTB SHEET
335, 04 Date: 8/24/00 „~,a,,, HAD~EIGH SUBDIVISION
M o Ln I- " tH GA~OI j 1 "=40' (HOR)
06 N to O to It) Scale: 1 "=4' VER
d M N m (D M M M M M RALEIGH WAKE CO. N.C.
Al h Drn. By; MTB }~~6J CC y/ OF
0+00 1+00 2+00 'I hereby certif ~j fy ~ ~ Chkd. BY; MTB M. T. BURDEN ENGINEERING, PLLC •eby certify that I art a civil engineer, 1 CI#E~
registered in the that this plat is :erect in the State of North Carolina, and this plat is in all respects correct and 107 SALEM TOWNE CT. APEX, N.C. 27502
was prepared by re ared by me or under r1 direction." Field Bk: p y y Date Revision By PHONE: [phone] FAX: [phone]

~t~i ~ ~ k nC ~ Q SIDEWALK ACCESS RAMP A SEE N07E ~3 ON vA9V&E sEaPE v~wu&E sEOPE
°n SEE NOTE 1 ~'o Y t STOP E NOTE 1 SEE NOTE 1 ~ IAFti 1/2" EXPANSION JOIM 3+• Mw. SHEET 4 of 4 Nor TozE><cEED NOr iozE><cEEo t stop aue
` ~ e~ o . ORIVI;WAY GRADES MONOLITHIC POUR OF ~ ~ ~ °g r 4~ ~ai ffio4 u g 75' B. 15._A. SIDEwu K
3000 PSI CONCRETE ° € ~ WW W 7~~ SgfM~+" $UfA'Nl( 0 ~ 5' SIDEWALK 6'-0' J'L' MIN. 6'-0' ! 6'-0' 3'4' MIN. 6'-0' BACI( OF o
$ i g ~ 3~ ;""-i~ 4' STOP BM r- ~ ~ C b" q° °P,$ o. R"w o 1• TOP OF oP _ CURB
Ya 4• Sf°P BN ° Q ~p - W~ i= BEE NI D CRA55 S7RlP ouuur cuAS cunER L% ~ ~ .0' D EPREBB JOINT NNE 4' STOP flTA i?p Sf/NOIAD OCFe SfANWRO $EE NOTE I CURB CUAB
g Q a222a o z _ Z of o ww ~~W~ +25x 9eEWAIK x ~ i~ SIOEwNN ' ~-iS.A' PF9_~NC SECTION "C-C"
~ ~ ~ ~~a'° IXISiING W u,c - ~m 4'N. DOUBLE ACCESS RAMP IpN SEE NOTE I oEPlmsm cuAe
W ~ ~ RW ~ z OR +j6~ DETiVL SNOWING 7YPICA! LOCATON g ut zx, i g .g; PROPOSED OF SIDEWALK ACCESS RAMPS, PEDESn7LW ~ \ K ~ ~ Qo ° PAVEMEM +2.087, t \ LL Y ~ sn g~<R cnosswuxs aND stop BARS. 'EDESTRIAN \ c~~sswux un[ PEOEmdN cAasswurt ` ~J} 10 MINIMUM
. QPaS~ o $ ~ ~ ~ ~ " -i5x DOUBLE WHEELCHAIR RAMPS ARE TO BE ° TREET \ H ° GUTTER LINE INSTALLED AT ALL PUBLIC 5 ~ 'E TO BE ~ SIDEWALK ACCESS RAMP is"' ET ~ I$ MNdBtF J'-4' NIN. 6'-0' dCN Di 510EN11J( e'-D'
~~ry ~ d o h ° ~q C '25$ lNIERSECIlONS WHERE SIDEWALK IS \ ~ ~ 2'-0" REQUIRED. WHEN SIDEWALK LS N07 ~ W ~ G G _ 4'-0' S'-0' S'-0" 5'-0' REQUIRED, CURB IS TO BE DEPRESSED 40T ~ ¢w sEwES Nor 'RESSED To FxcEEO Irt
a o ~ o ~ ~ Ar Au RAMP LocAnorls u srlDwN C \ C Y ~ ~ s ~ oN THIS SHEET. SEE NorE I TOWN D fi• OP OF CUAB SEE NOTE 1 SEE NOTE 1 8.5'(UNLE55 OTHERWISE SPECIFlED) DEPRESSED CURB ° y' ; a ; . a t" a"
"r,. ~ m 9 ~ a - s ~ W ~ ~ ~ ~ RB 1U K SECTION ' ~ s Y ° ~a5 ~ e ~ A) CU GUTTER, SIDEWAL ~ stop ew smEwuR ACCESS wwP ~zlx0 L 1/2" EXPANSION JOIM WAOOU(IER cuirtR UNE
10 NIN. ~ 4• 11:1 MINIMUM SLOPE SfM'WAp CURB GP NOi i0 IXCEED i/7'
3.5' RADIUS a ~ ~ ~ V ~ swtwux 8 : ~ ; ~ ~ x s ~ c o ~ ~ ~ ~ . ~ a G , STIR ~ ~ DEPRESSED CURB ~ s ~ SIDEWAUf /GCESS RIW
QY C Q u ~Ba~~2 ~ m 2 w ~ Z ~ m - ~ ~y Step 8W
, ~ W i VARIABLE t ~ ~ a ; " s W ' ~ p~ ~ ~ 3 's ~ PAVEMENT WIDTH SHOULDER ryh~' s'0P d" SECTION "A-A" SECTION "D-D" s FOR All PUBLIC STREET TIE-INS 90E11Nx
~ - °u ~ m O ~ S C'~" WIDTH x 510EwAU( ~ o o } ~ Ga~S ~ 4 ~ rr«
,a. a t ~ c ~ a ~ F W ~ ~ g$ OR Z DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS ' o ~ ~ eR ~ ou r 3p 0 ~ 1 4• p~ ~ -2.088 +8 PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTEL lON OF SIDEWALK ACCESS RAMPS SIDEWALK STOP BARS FOR TEE INTERSECTION. 12" SLOPE 12:IMAX (5'-4" MIN.) DEPAFSSm CURB GRASS srRIP
I p Y~ w~ °u~ obi -8.3JR CURB 8 GUfiEA
t 9 ~ o i~/FT, x R/w ~ ~ Y ~ 5,-D. L SfINDIRD 3' 6' 3' SOEWIlI( FxDN151W JONF
$ S X25 ~ ~ 3 .J ~ T RN1P
STOP 8Nt F70'INSION JOIM B B "
~ ~~g;~„ B) SHOULDER SECTION t I I I I sloEw,uK SECTION B-8 FOR RAMPS Ai ASPHALT i0 ASPHALT STREET TYPE DRIVEWAYS `ry.
yr EXPANZON ,°Elr ~ - ~ • ° AAFA s10PE t/`~'' SHEET 1 OF 2 SHEET 2 OF 2 OR PRIVATE STREET TIE IN. SHEET 1 OF 4 ~ ~~,r• • off` H 1 4 / c;
r s• smEw'ix e• Cltt OF RALEIGH CITY OF RALEIGH IF THE SLOPE BETWEEN 7HE 70P OF CURB AND GUTTER CITY OF RALEIGH ATaAMR oEP~ ""P4~~ CITY OF RALEIGH Cltt OF RALEIGH / CITY OF RALEIGH
r ONrea e' CENTRAL ENGINEERING DEPARTMENT Y CENTRAL. ENGINEERING DEPARTMENT AND A POINT 30 FEET FROM THE CURB AND GUTTER CENTRAL ENGINEERING DEPARiMEM FOR RAMPS Ai ASPfNLi 70 ASPFNLi STREET G o REV)SK)NS Mie r/O/oO OR1NN fle TYPE DRhEWAYS OR PRNATE STREET TIE B7. r7Fl1LT STREET CEN11i,11. ENCWEERWC DEPARTMEM CENTRAL ENCWEEfM4G DEPARTMENT CENTRAL ENGINEERING DEPARTMENT T~ R''' REVISIONS dTC i/3/00 OIWm ac ale RE17510NS dTe i/!/tlD 0111 It m ISOMETRIC VIEW REVISIONS die i/3/00 waNN er ale
X2'0' I a'o" 1 5'o T, REVISIONS are vy/oO oIwIN eN ire REVISIONS are vy/oo ~ +a EXCEEDS 20%, THIS SLOPE CAN EiF ADJUSTED TO A DRIVEWAY DRIVEWAY MAXIMUM OF 8.33% (i"/FT) UP OR 4.i7% (1/2'%FT) DRIVEWAY AND DOWN. SIDEWALK SIDEWALK ACCESS SIDEWALK
SIDEWALKDDETAIL SIDEWALK DETAIL GRADES ACCESS ACCESS mpg TYPICAL LOCATION RAMPS
STD. # 2aaT sm. # 2oet - oRAwwc Nor m scALE - srD. # 2o.oa Sro. # 20.11 Sro. # 20.11 Sro. # 20.11
CITY OF RALEEGH SLOPES FOR VARIABLE
SIDEWALK ACCESS RAMPS SUPER ELEVATION RATE B' 2A" NOTES: GENERAL NOTES
FOR STANDARD 2'6" i. ASPHALT INSTALLATION IN TWO APPLICATIONS: 1 1/2" k 1".
I -44.74 REDUIRES THAT ALL CURB AND GUTTER B" 2. USE WHEN STONFfASPttALT COMBINED DEPTH IS GREATER THAN 1. NORTH CAROLINA GENERAL STAME 36 OR EQUAL TO 0 STREET CURBS BEMG CONSTRUCffO OR RECONSTRUCTED FOR MAINTENANCE , PROCEDURES, TRAFFC OPERAnONS, REPAIRS, CORRECTIONS OF UnLIRES OR nt~ 3. A BERM WIDTH OF 9.5' S REQUIRED ON LOCAL ACCESS SYSTEM F- N H
ALTERED FOR ANY REASON AFTER SEPTEMBER I, 1973 SNAIL PROVIDE SIDEWALK B• ~ 7" ROADWAYS WITHIN 50 Ff~.ET OF ANY INTERSECTION AND WITHIN . . ACCESS RAMPS FOR 7HE PHYSICALLY HANDICAPPED AT ALL RVTERSECnONS WHERE ~ 100 FEET OF ANY INTERSECTION ON COLLECTOR STREET SYSTEM ~ ~ ~ W ~ \ W Q in ~ ~ Q ~ ~
' BOTH CURB AND CUTTER MID SIDEWALKS ARE PROVIDED AND AT OTHER POINTS ROADWAYS. SEE STREETS, SIDEWALKS AND DRIVEWAY ACCESS HAND OF PEDESTRIANS FLOW. .ao .off a ~ ~ w~ n n w~ 5 ~ N m (V ~N
IN ADDInON, SECTION 228 OF iNE 1913 FEOEPAL AID HIGHWAY SAFER' ACi ~ BOOK (DESIGN CRITERIA). REQUIRES PROVISION OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER 1. 30" CURB h GUTTER JULY 1, 1976 WHETHER A SIDEWALK IS PROPOSED INRW.LY OR IS PUNNED FOR ~ 4. THE PAVEMENT DESIGN FOR MINOR THOROUGHFARES SHALL BE A Si I ~ ~ mzw ~
A FUTURE DAIS MINIMUM OF 8" ABC, 3" BCSC TYPE H AND 2 1/2" OF BCSC THE AMERICANS WITH DIS4BILInE$ ACT (ADA) OF 1990 EXPENDS TO INDMDUAlS ~ •01> TYPE I-i OR I-2. THE PAVEMENT DESIGN FOR MAJOR THOROUGHFARES F U yUjWNOI ~ ZO O wWU7m U
W77H DIS4BILInES COMPREHENSNE CML RIGHTS PROIECiION SIMILAR TO THOSE PROVIDED TO PERSONS ON THE B4515 OF RACE, SIX, NAnON4 ORIGIN AND ~ AND ARTERIALS SHALL HE A MINIMUM OF 8" ABC, 4 i/2" BCBC TYPE H p~¢OF U ~y O~aUF wC ZO I ~ U W U ~ } O y a
RELIGION UNDER THE THE CML RIGHf5 ACT OF 1964. THE ADOPTED SIDEWALK AND 2 1 2' OF BCSC TYPE I-1 OR I-2. THESE PAVEMENT DESIGNS MAY PS H4VE BEEN DESIGNED i0 COMPLY WITH TRLE III OF THE ADA .ao A~15• R.JO BE INCREASED BY THE CNGINEERING DEPARTMENT BASED ON TRAFFlC ACCESS RAM n ~ THAT BECAME EFFECTNE ON JANUARY 26, 1992 AND AS AMENDED. I a S/e VOLUMES, SUBGRADE SUIL STRENGTHS AND/OR TRUCK VOLUMES. srA \ \ \ aQZwO ~ Nm m \ \ ~ aQZWO W I"U STANDARD W Q] n ~ ~ w w In O W W n n w w~ U x a
THE ADA REQUIREMENTS FOR DELECTABLE WARNINGS WERE SUSPENDED EFFECTIVE LLL__JJJ R/W SINGLE MAY 12, 1994. ~02 ' • T F • SEf '/W SING RAMP DICAP R/W d n ~ N ~ 0 7 y W m J p ya} n N ~ O] y W U ~ m Wz1n~a rr F wzFQa w ~E SEf STANDARD ¢ I- ¢ O N w p¢ m_ m O
N0. 2. SIDEWALK ACCESS RAMPS SHALL BE PRONDED A7 LOCATIONS AS SHDWN ON THE ~0} .OLt , O m: N Z N0. 20.11 U >yW a WJ U >Yw v N~ (>7 OU~~\ O mj FU ~U~~~ ~
R A DIRECTED BY 7HE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE ~ SEE DRIVEWAY DETAIL PUNS 0 S LOCATED AS INDICATED IN THE DETAIL HOWEVER, THE LOCATON MAY BE A0.111-TED 01 WITH SIDEWALK AS DIRECTED BY THE ENGINEER WHERE EXISTNG LIGHT POLES, FlRE HYDRANTS, 5'7/1' / FT STD. N0. 20.01 wm °a'oumxim4 a Ja Wm aau]i~w p m7
DROP INLETS, ETC. AFFECT PUCEMEM. AT ALL LOCATONS, NOT LESS THAN 2 FEE! ` .D2 OF FULL HEIGHT CURB SHALL BE PULED BETWEEN DOUBtf RAMPS. J0• ~N o¢W~o ~ 3Z ~N oawUO a ~a SEE DRNEWAY DETNL U)\ N N~~w?~ a K~ ~ ~ \ V'~~w3 ~ 3Z
DOUBLE WHEECCHAR RAMPS ARE TO BE INSTAllED Ai ALL PUBLIC STREET INIERSECn0N5 WHERE SIDEWALK IS REWIRED. WHEN SIDEWAIX IS N07 `°s Ly 2. 30" ROILED TYPE GUTTER srDNO.~zoat m~ U \ ~ ~3~0~ wwI--c=iN mN U n ~ ~ J3~o°m a
SEE NOTE t REQUIRED, CURB IS i0 BE DEPRESSED Ai ALL RAMP LOCATIONS AS SHOWN ON SHEET i OF 4. ON STD, N0. 20.01 I N N a~F-yU JF }Fx- `r O r¢-~HYU I/l a'7f/1 20.01 mU O~~¢¢ >U-+3 mU OOUma J~}~
3. THE WALKING SURFACE SHALL BE SLIP RESIS7AM. COLORS FOR THE RAMP '0° W lDQ ~aN~~ WO>W ~Q V7a~~O j~ J3 N m ~ZO~o aas~ i0 ~ ~?o°z WZ>w
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WIIFI UGFIi PATHWAY COLORS` AND LIGHT CONCRETE GRAY FOR COMRAST NTTH DARK PATHWAY COLORS AND SHALL BE AN INTEGRAL PART Of THE CONSTRUCnON MATERIAL. IRON OXIDE ~ ~z w~Qwa 3~°~ x_ o~Qw¢ QaCG
PIGMENT SHALL BE USED AT THE RATE OF 25 185. OF PIGMENT PER CU. r • s R w R/w YARD OF CONCRETE. ~ `°s • 4' ~-P/ R C C C Z ~3 oz>~z Zxrn~ Z a ~z w>~z 3m~c~D w I- o a a O ww I-U ¢VI- ~ a a W3 R/w c9 :r a\ w a ~ O ci x z m \ cn o~ x o
4. NO SLOPE ON iHf SIDEWALK ACCESS RAMP SHALT. EXCEED 1%1' (127) IN ~ t0 ~ • C C RAN CJ Ut \ \ moU oz?czo Nwwa w m r\i n m~~ oWZC~o e~~~ Q W m r1 ~W aWYFW wO ~U p ~ jwU ~~U~Vwl wZm
THE STREET. • • 6' 7 ~ REUnONSHIP i0 THE GRADE OF .Op 1 • ' R/W 2, 5. IN NO CASE SH4L THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS Lo. `°e R/W 'z M U N 7Nw ~ZU U1 J ~U M N UVl Z N W~ ® © Vao ~-wpa oY~ aw ~-woa WoE~ Z.5' 3.5' -5' m aC:xWm xU VIO H mp aaxWm U W' ~ w Y WUJ ZQ ¢Y Z ti WUJ ~y~
THAN 4D' (3'-a') HOWEVER, RAIAP MAY EXCEED a0'. ~~e--"~~t2~ _ 0 ~ "Ni 3s' t/4' Ff. G L CL °tG 1/I'R. ,N•!FT ti` Z Og¢ wa Jw am wa W U~Y wa Jw 0 z W oa x~wxQ s~~o ~ woW rx-vxioaQ zm¢~ 7C tA'Fr. 7 ~ W~~ I-NCa Z W t/i~ ~ ¢ wa
6. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO .ao K'+ 06 © SLOPE ~ ~ I OBTAIN A ROUGH NONSKID SURFACE. 3. 30" VALLEY TYPE CUTTER WT ys' - xs' 15' S' - ~ , r,~ . ; N 7 S: Er. CY° t//+~Fr V4 /R ~ .NO" . J.: t aDEM101( ~c W a w IyNj J K -I ~ ~l ¢ li a ~ ~ O
TT77TCTTr ' XPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK N ONSTRUCTIDN JOINTS. st°PE t ~ Y C L ~M1 t ~ 7. A I/2 E 1. 10' MAXIMUM BETWEE C SECTION C-C ® eInMlNOUS coxcRElE a iv N Q~~ z~ N N~ a~ p a w n In
ACCESS RAMP JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS ~ ~ ~r'" ' ` • ~~'.'d''~ " . 90EWAN ~ SEE xore s SECTION C- F R NEw CONSTRUCnoN, ON MACHINE POURS. a B. SINGLE OR DIAGONAL RAMPS ARE NOT PERMISSIBLE 0 \ \ amU Q ~ \ ~ amU Z.- N IGGREdiE RISE COURSE Q N ~ r ~
EXCEPT AS SHOWN ON SHE£i I OF 4. SEE NOTE 2 SECTION C-C Q eINN1N0Ue CONCPLIE © COMPACRD SUB CAIOE V r D SHEET 1 OF 4 _ SHEET 2 OF 4
SHEET 4 OF 4 2. i/2° EXPANSION JOINT EVERY 90'. ® ic°REare BASE CITY OF RALEIGH 3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. SHEET i OF 2 © COMPAChT sue °PAM RESIDENTIAL STREETS srREEn ~ ~ a
CENTRAL ENGINEERING DEPARTMENT CITY OF RALEIGH RESIDENTIAL STREETS 4. LI UID MEMBRANE CURING COMPOUND SHALL MEET RJw A B c D E G CITY OF RALEIGH R/w A B c D E Q CENTRAL ENGINEERING DEPARTMEM 60 a1' 20.5' 16.0' 2 t/2` I-2 8' ABC 9.5' 60' 41' 20.5' I8.0' 2 I/2" I-2 6" ABC D CITY OF RALEIGH r CiIY OF RALEIGH J ~ CITY OF RALEIGH 2 1/2" I-2 6" ABC 9.5' EPA i NT Q U ~ CENTRAL ENGINEERING DEPARTMEM ¢ m w CENTRAL ENGINEERING DEPARTMEM 2 I/2" I-2 B' ABC 9.5' CENTRAL ENGINEERING D R ME = m¢ v d
RENSIONS arE 7/3/ao pueN M m THE REQUIREMENTS OF SECTION 1026-2 OF NCD07 55' 36' 18.0' 15.5' 2 i/2' I-2 8" ABC 9.5' CENTRAL ENGINEERING DEPARTMENT 55' 36' 18.D' 15.5' 2 I/2' I-2 B' ABC SIDEWALK STANDARDS & SPECiFlCATI0N5 FOR ROADS ANO REVISIONS are v7/6e aalol er ne 50' 31' 15.5' 13.0' 2 1/2" I-2 6' ABC 5.5' REVISIONS are: vy/6e nRxN, er ~ 50' 37' 15.5' 13,0' 2 1/2' I-2 s' ABc / REVISIONS d2 7!3/00 wawN er Jre In p REVISIONS w>e 7/3/aD wawN er are 2 1 2' I-2 6' ABC 9.5' ~ REVISIONS ale ip/o0 warm er: ne ¢ z 1/z" r2 B" ABC 8.5' STANDARD ¢ ~ W a
ACCESS STRUCTURES. CURB as' 26' t3.o' to.5' 2 t/2' I-2 6' aBC 9.5' 45' 26' 13.0' 10.5' 2 1/2' I-2 s" ABL RAMPS ANp RESIDENTIAL NOTES: 0 26' RESIDEMIAL STREET o ,w- 0 31' RESIDENTIAL STREET iW0 APPLICATIONS: t 1/2" k i". RESIDENTIAL w Q ~ w ¢ tt
5. ALL CONSTRUCTION JOINTS SHALL BE FlLLEO GUTTERS STREET 1. ASPHALT INSraLLAnoN tN two APPUCATIOrIS: i 1/S SiD.# 20.11 WITH JOINT FILLER AND SEALER IN ACCORDANCE DETAIL 2. USE WHEN STONE/ASPHALT COMBINED DEPTH IS GR .T COMBINED DEPTH IS GREATER THAN CUL-DE-SAC N ~ m STRINGLINE REFERENCE ~ ~ m STRINGLINE REFERENCE STD. # 20.32 ~ ~ N STD. # 20.33 ~ ~ N Sro. # 20.33
WITH NCOOT ROADWAY STANDARD DETAIL 846.01. STD.# 2021 OR EQUAL TO t0'. STD. # 20.31
5'-3' ~ 1 . sMr,Nm sIEEt. wv NNaa
TYPICAL MH FOF ICAL MH FOR STORM SEWER
GRATE PER CITY STANDARDS tav p/B NOTES USE STD. N0. 30.13 OR 30.14 PIPE SRE r Da, E PIPE SRE MH DIAMETER 'ul`
PAVEMENT PATCH L, THE $L~"TM~ ~ 12-24" ASPHALT GA,~L IiASN oN THE DPHILL 30-42" t2-2a" 4'-D" SIDE ELEVATION w+ B PBt 30-A2" 5'-0" Pot
~ nalE SDE SHALL BEGN 10' FROM THE 12 3/4 ~0NOWY ~ THE CATCX BASW. TILE SLOPE OF 48" 4B" 6'-0" 1 + ob1 - ~
r 7HE GUnER TO THE CATCH BASIN I 54' _ _ .INS. ON TILE DONNSIRFJJI SLOE. 54' B'-0" t. TREAD SURFACE i 1~ / Pot pot A` A
' SHALT. BEGIN 5' FliOM i THE CATCH BASM. t/Y PW'IFR L~-2 0'---"{ 3 STANDAI A STANDARD MANHOLE HOLES FOR B RING ANO COVER A ly,lgES t5' c01
~ ~ NEW ABC 12" MINIMUM.OEPTH o I B - ~ 3-r u Nf a P5t PsE 2) SEEPS SHALL BE INSTAUFO IN RING I ~ ~ - PLL CATCH BASINS OVER IN DEPTH. r r~.au tr .z• w,. -SEE OETAl- 25 1/a° 25 i/A" i/
V A Y le0w t°P a aRe. DEPTH SHAll BE MEASURED FROM THE o TOP OF THE GURER TO THE INVERT ~ 1" EI/.•
T' 1' OF THE CATCH BASIN. a 5• 9' MINIMUM; OVER 9' OFID, ~ J) SDUD CONCRETE BRICKS MAY BE tY Lnwuuu uP ro o' a ~ 3
USED IN 4X4%8 DR 4%8%16 SIZES. FR°M T°P pF CURB. ~ O i PLAN OF COVER B 5/8" y' O.Hs
COMPACTED FlLL - f"-^I 15, 4) NCOOT APPROVED PAECASt ' 12' CONCRETE BO%ES ACCEPTABLE ~ USING STANDARD 5' CASTINGS. NOTE:
EXISTING SUBGRADE o . ~ o::` , 3 + PAINT WITH RUST INHIBITING 0' ~ _
woo RA coNa~TE • ~ - f Jooo ~ ~ s' ' 3/4 Y-a t --t1j._- 2'_41/2 ---•~ti t'h' BLACK PAINT
CONC. ,/r o s-4' -+1 C C s' rwc 0' SIOPE AS' i v B'-O. e~ 5 3 C r tHlcs uP ro Iz' DEEP SECTION A-A DETAIL OF
+n'o, t2'TII 6" u' v.U IY UID 12' 1HN0( ovEe 12' DEEP ~ 21 t/A' pb i PLATES
3 fi' 4 5" 7 1/Z'
I ~ ~ NOTES: i) FOR 24' RCP & URGER USE 7ooO psl B y 1~ `~--~-:-~t -yF- T B ~IS ~ I 5 Joao Psl cOxcRErE A xour SECTION B-6
NOTES: STANDARD C.B. STEP PIPE DWMELER PLUS 12" FOR 1. THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED S4W CUT. IN A-A SECTION 8-B TOP VIEW BILL OF MATERIAL
2. THE TRENCH SUBGRADE MATERIAi. SHALL BE BACKFlLLfD WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY } ??J REBAR$ 1 16' MINIMUM INSIDE DIMENSION. SECTION A-A OF AT LEAST 95R OF THAI OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH A4SHT0 B' LONG ~F'-"'-'~ 2) 24' % 24` CASTING WITH 12'. MATERIAL LIST FOR ONE UNIT -MAKE UNITS J/6•ADUND ~IY}.-+~,n.---~Y}~ t C15 X 33.9 CHANNEL 62 1/2" MK-cal
i-99 AS MODIFlfD BY NCD07. r 3. THE FINAL 1' OF FlLL SHALL CONSIST OF ABC MATERW. COMPACTED 70 A DENSTY EQUAL TO 100x OF THAI GROUT 15' & 18' PIPE, 24' X 36 OBTAINED BY COMPACnNG A SAMPLE OF 7HE MATERIAL M ACCORDANCE W71H ASSHTO i-80 AS MODIFlED BY 8' 6' e' T ,/IN PLACE CASTING VSED WffH 24" PIPE B NOTES „/4• 4 1/8" X 1" H.R. FLAT BAR 3" MK-pal L
NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSnMED !F APPROVED BY THE ENGINEER. o f A OR URGER. IF PLACED WITHIN 4. THE EMIRE THICKNESS/VERnCAI EDGE OF THE CUT SHALL BE TACKED. PUBLIC R/W CASTING MUST BE 1) DEPTH MEASURED FROM TOP OF = ~ ~l4' 2 3/8" x 3" H.R. FLAT BAR 10" MK-pbi
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REMSTALLED, BUT IN NO CASE SHALL THE o00 00o TRAFFIC BEARING TYPE PER ASPHALT BE LESS THAN 2` THICK. q NCDOT STANDARDS. CASTING TO INVERT OF MANHOLE. 1 se. t t/2" ~ 2 1 2" STAINLESS STEEL ROUND ROD 18" _ =1 8 1 2" STAINLESS STEEL HEX NUTS
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH s_z' Pwa zz• r-I t z' 510E IDN° ~ A p plµ EILVAiIGN LEVEL PATCH. anRE _16. 3) USE 4' % 4' % B' OR 4" % B" X ~ aE ` Imo- ~ arArs 16' SOLID CONCRETE BLOCK. CAST 2) PRECAST MANHOLE COMPONENTS SHALL ~._5._.{ ~ "K 4 i/2" STAINLESS STEEL FLAT WASHERS MEET ASTM-C-478 REQUIREMENTS. DETAIL OF HANDLE
IAN T T R i IN PLACE OR PRECAST CONCRETE TO 3) SEE STD. 30.15 FOR MANHOLE E'--'-"'"~-"~
r~~ a - MEET N.C.D.O.T. STANDARDS i e'ISmw. ® ~I ACCEPTABLE. A ovtR u' oEER I tr ~1 COVER DETAIL. SIDE ELEVATION A II+~) 1+181
Iz' wwuul uP ro t~"-~I e, iRaw ~ ~ olAe 4) FOR STEP REDUIREMEM; SEE NO e EtEVR10N SECTION A-A 2 ON STANDARD N0. J0.01 ~ CITY OF RALEIGH Cltt OF RALEIGH
15' M. B 510.uCPME 4 CREA1E111i1V1 12' Ir CENTRAL ENCWEERING DEPARTMEM CENTRAL ENGINEERING DEPARTMENT CITY OF RALEIGH ~A REVISIONS die u3/~ awxH ~ ~
OEEdF05N~ 5 ro I%I¢A e• I CITY OF RALEIGH CENTRAL ENGINEERING DEPARTMEM RENSIONS dTe i/3/o0 awNH er.~ ale ~ CATCH CATCH REVISIONS die i/3/fiD ORUIM er BASIN BASIN
CiTY OF RALEIGH eLYUxo 1NE smucn>AE CITY OF RALEIGH f----- s-a• CENTRAL ENGINEERING DEPARTMENT v CENTRAL ENGREERING DEPARTMEM ~ I/z,o . CENTRAL ENGINEERING DEPARTMENT STANDARD r~ h' e~~ CASTINGS STEEL TOP
REVISIONS are T/y/ao ORAkN er .ne 6 6 REV7SIONS are: r/5/ro oluwx rte ~ ~'-4' ---i REVISIONS a>E Tp/oo wawr+ er. ,Ile B .°s•., STANDARD ~ 5' O.M. TYPE A CIASS "A" END ELEVATION Sro. # 30.12 {i MANHOLE -DRAWING NOT TO SCALE - ~•#x•11 -DRAWING NOT TO SCALE -
ASPHALT ;;;9~; a'.•o • DROP PAVEMENT ;I CATCH INLET SECTION C-C _ DRAWING N( I C-C STD. # 3D.05 - DRAWING NOT TO SCALE -
PATCH 3000 P51 CONCRETE BASIN
STD.# 20A1 -DRAWING NOT TO SCALE - S%# x•01 -DRAWING NOT TO SCALE - STD.# X0.03 DETAILS
SHEET
SEAL Date; 8/3/00 HAD~EIGH SUBDIVISION
. ~__I_ NI/n
~caie: v~ H
RALEIGH WAKE CO. N.C.
Drn. B MTB Y' OF
PLLC M. T. BURDEN ENGINEERING,
Chkd. BY: MTB
107 SALEM TOWNE CT. APEX, N.C. 27502
Field Bk:
Date Revision By PHONE: [phone] FAX: [phone]

MANHOLE FRAME AND COVER J I ¢ STORM DRAIN INLET PROTECTION
W _ a~j2 B COVER 120 Ibs MINIMUM ~ • _~w~ o?u4 z I/ ~ wow r~'x''[ oa< o z
I• w~ V_V O"i QO4= ~ ~ DEFINITION
w~ Vx I- O?W ~ WW~~i ]ZIZ F OU WOK ~WI'O Z A SEDIMENT FlLTER OR AN EXCAVATED IMPOUNDING MEA AROUND A STORM DRWN s' -1 DROP INLET, CURB INLET, OR PIPE INVERT. VIAYBIE A5 OItECfm B! nlE ENCWFEA
V2 ~=Fl JDU~ ~ 5/8' wa4 I-w 'LODE' PURPOSE
~ oz W}viii awjD w - 51/{ aw ~mz o~z5 z z Ow,~ o TD PREVENT SEDIMEM FROFA ENTERING STORM DRAINAGE SYSTEMS PRIOR TO STANDARD METAL POSTS 2'-D' IN GROUND YIN Iz-t/z w PERMANEM STABILIZATION OF THE DISTURBED AREA f'"'"
wF I>~Ii~i w°a¢¢ O MIN. 10 Gl ~7 ZU~j=~ Z~~Z~ UNE MIRES ~ tE s CONDITIONS WHERE PRACTICE APPLIES GuwNIZLro
SOR p~ oao~.~ =uaNrc y G Wi zl-~,,a omaWO z sl F Rlc WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BffORE PERMANEM EXAfREDN ARDO IRE TO D
231/2' 4' ho? Oo 00 u0ia ~ qT6 wu ~z2'-';o F-a~w~ I 1, ww OC1F"Q W J_ 'f1 STABWZATION OF THE DISfUR8E0 AREA DIFFEREM TYPES OF STRUCTURES ARE AP- TOP OF BO% ~ PLICABLE TO DIFFERENIi CONOR10N5.
A T A M~ F-~ ~oa~3~rc 'px~mm i mi z~~i.'o ao~oo
-2,A• 21n• i - Fw o o,~~ ~Jaa w / w0~m a ~m CDR' 1 a° ~`~?`"a' 4oirc¢ o SILT FENCE DROP INLET SEDIMENT FILTER p71aoe
/2 a 1 a Z A U.V. RESISTANT (BUCK) GEOIEXTILE OR EQUIV. FABRIC CUT FROM A CONTINUOUS ROLL TO MINIMIZE JOINTS (MUST HAVE AT LEAST 1) . ~ Qb
T/e. o ~ 51/4• FRON VIEW 8. STAKES SHALL BE TREATW 2"x 4", 2"x 2" OAK, OR EOUN. METAL a 8 ~ WITH A MINIMUM LENGTH OF 1.0 FEET.
2 7/8" O W Z ~ m ~ C. STAPLES SHALL BE OF HEAVE DUtt WIRE AT LEAST 1/2- INCHES LONG. - q°,qb 0 slmL Posy D. STA1(FS SHALL BE SPACED ARWND THE PERIMETER OF THE INLET A _R'9°~ ~
~ 3 lai F~~ Cn IIn• wmhN MRE FABRX MA%IMUM OF THREE FEET APART AND SECURELY DRN1:N INTO THE GROUND - Ip' ~ 0 sou FExa aoTOmIE FABPoC (MINIMUM OF 7.0 FOOT). 0 ,Oi `bQ
3wa n o neTE: ilVx' pO~w J _ s0'_ D~J~ E. A TRENCH SHALL BE E%CAVATED APPROX. 4" WIDE AND 4" DEEP ~ ~
EI O 2 2 K DOES Nm gCFfD %4 ACRE AND NEVER~IN z'-0' SECTION B-B 25 I /a rv a 3; ~ "mss °r eo"u"m'ttE° D+tE aYLr oRaYYE AREA AROUND THE OUTSIDE PEPoMEtER OF THE STAKES. gy,,,~~ 8g0 ~ _ t/s uRE PND ratvDE w i ~ ~ su>rE FoR REIMt a sLr '~~7(91.h9 emQ, ~ IOxGExIRAtEp na+ z - F. USE 72 GAUGE WIRE, 4 x 4 OR 4 x 2 . Oxb~' O o.®
I 1'-11 -y -Q1D DE S4T FENCE °FFOS i0 BE NRNED N 7 FENCE NEmS TO BE NRNED UPHILL. ~ ~Ex saT WIRE AND FABRIC SHPLL BE STMIED TO THE WOODEN STAKES GRADE FENCE a Pxo2EaNt (FABRIC FASTENED TO THE WIRE AT THE TOP WOH WIRE TIES)
1/9• GUpI BA9N WITH 8. OF THE FABRIC ANO 4" OF THE WIRE FaTETIDING INTO THE TRENCH. THE HEIGHT OF THE FlLTER BARRIER SHal BE ?7 57 WASHED STONE PUCED TO A c s' MIN, ~7tA HEIGHT DF 12"-18" MIN. ABOVE
--II-- ' 4 S~• I• Tro• 22 1/4' .q OVER sxlRr• 75' MIN. MID NOT E%CEED 78'. TOP OF BO% ANaaR ~ C. THE TRENCH SHALL BE BACKFlEID WITH SOIL COMPACTED DR
a DwEDIm Br ENGAYU • CRUSHED STONE OVER THE FABRIC.
w -w~ 1 1/2 YW 00 -}F 24 3/4' ~ ~ - ~ a SIDE VIEW srAKEs DROP INLET WITFI GRATE
I W 3 - FRAME 182 Ibs. 33' ~ z 60 0 ~ WIRE
-~I 4 t/2' ht -~11-I~- o u i u, ~ C a ~ FILTER FABRIC \ NOhS:
SECTION A-A ~l1 W w w ~ ~ UIW J,E N 5147 011 OAX1M FLOAS par. cxaAlD sLaE NDT ro Do® 55. PAIL OA -
~ jh N X W STANDARD 24 X 24 DROP INLET CASTING m SEDIMENT LADEN RUNOFF 1 A~
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CENTRAL ENGINEERING DEPARTMEM CEMRAL ENGINEERING DfPARTMEM CEMRAI. ENGINEERING DEPARIMEM CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
RET1510N5 aMe Tp/DD aRAww ar:.rte REVISIONS ate Tn/DD aMwN er. +le REVTSIOAK ntE ~/3/ao oTaAw er .ne CENTRAL ENCINEERMIC CEPARlMENf CEMRAL flIC11IFFRRIIIC DEPARIMEAIi CENTRAL. ENGINEERING DEPARTMENT
DROP INLET MANHOLE i'a CONSTRUCTION RENSIONS ISa[: 7 ORYM BF. Iq MTER REVISIONS DATt 7/0/00 ~2 M: Ip REVISIONS 6/TE: 7/5/oD crYxN er. Jle TEMPORARY STORM DRAIN
CASTING AN CD CD OVER ~ o ENTRANCE XO SILT FENCE INLET CATCH BASIN BILKED wA~ ~ FABRIC PROTECTION YARD INLET PROTECTION
- DRAWING NOT TO SCALE - STD. ~ 30.13 MEASUREMENTS IN YTCHES w o: STD. # 30.15 STD. # 10.02 STQt 10.01 STD.! 10.11 STD.Ir 10.12
SECTION THRU BERN k FlLTER
GRAVEL CURB INLET SEDIMENT FILTER z
A HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/Z" OPENINGS SHALL BE PUCED w' OVER THE CURB INLET OPENING 50 THAT AT (EAST 12' OF WIRE EXTENDS ACROSS GRAVEL & WIRE MESH DROP INLET SEDIMENT FILTER i--'-°-{ day ~w ' w a 2 dIM RI-RW YP ~ ~ z ~ soft a sFUrur ew .o
BOTH THE INL,E. COVER AND THE CONCRETE GIJT'TER (MEASURED FROM THE INLET ~ ~ ~ OPENING). A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH I/2" OPENINGS SHALL BE m o ~ ~ a ~ ~ J ~ 10' MN. \ / U 4 VI
B. STONE SHALL BE PILED AGAINST THE WIRE 50 AS TO ANCHOR R AGAJNSi THE UID OVER THE DROP INLET SO THAT THE WIRE EXTENDS A MIN. OF 1 FOOT ~m ~o GUTTER MID INLET COVER AND TO COYER THE INLET OPENING COMPLETELY. USE BEYOND EACH SIDE OF THE INLET STRUCTURE. IF MORE THAN ONE STRIP OF = ~ ~ ~ °w W0: ~Z pr u~ \ ~ O 1 G ¢ O ~ ¢ Z ~ ~ m = ~ 1' TIN. FRfIDDViD ~ C y ~ \
NCDOT ~5 WASHED STONE. MESH IS NECESSARY, OVERUP STRIPS i FOOT(MIN.). @ 'V \ G CHECK DEVICE AFTER EACH RAIN. REPUCE WASHED STONE IF R CLDGS WITFI SEDIMEM. B. NCOOT ~J5 WASHED STONE SHALL BE PUCED OVER THE MESH TO A MINIMUM Y m `a ~ ti 7x EW 6~ _ - \ ~ Z U t~ ~ ~ I CI/S5 i AIP P/P(Sm SECDON THRU BASIN ~L ~ ~ ~ /
3 1 FOOT DEPTH AND EXTENDING BEYOND THE INLET OPENING BY 18" (MIN.). ~ ~ o ~ m Caw Tk ]'Ylx. ~ I I'/ ~ / ~ 88 ~ u, ~
C. CHECK DEVICE AFTER EACH RAIN. REPUCE WASHED STONE IF IT CLOGS w OOOp 0 ~ w - WITH SEDIMEM. ~ I o ~ w w WASHED GRA FILTER a ~ ~ ( ~ rc ~ ~ Q ~ ~ ~ • . \ I Rf / CLASS I. PoP A1P NE/DY4L NW ~ \
12' WIRE MESH O o" ~ O ¢ N z u O W ~ ~ ~ 5 NA44T STONE \ PI o N~ o ~ ~ /Vii, ,
FlLTERED WATER ~ ' ~ w a: ~z / lye ~ SEDIMEM LNEN RUNOFF eea "a ~ ~ ~ r N5•ROL / l °m ~ W w,; 0 ° ~ _ ///lNll!(IlI N'/ I5 wrsxtD sroNE'r 7111CK x nwx Ya W ~ ~ z w $ / "+tM11 S70fuCE /
T= _ I 1 O i p ~ `a' "X kY p AREA i _ W r. a 5 i ~ ~ ~ J ~ SECTION THRU BASIN &FlLTER
O e ~ N U NOTES: APRKl&E AT CURB INIE75 w}IEAE PONDINC 12• n • _ ' ° p W W FTgNi OP iNE SIRUCIaiE R NOT UxGY i0 CAUSE - w (n Y ~ /I U a= 11111\\ o~~ / o ~ O(p~,, ~Yw ~ ~
~ ~ auu¢ TD ~Y ~ SEDIMENT SEDMAEM tAOEN RUNOFF CRA 12" MIN. a VTl DEPTH ~ ' ' 0 I (n ummES, aFEtrlE PRaromES oR UNPRDTECIW AREAS. CONCRETE GUTTER CURB INLET i8" MIN. ~ cA °"II ~ € ~ c 8 i cpRr RN-PAP IJP
vl ~OAp w o g> ~ Tw EIiVATION DF SIOPNYAIFR wa GF $P1L/A' / PERSPECTIVE VIEW . p z X00 Opp Z w raPDF r 2 ~ f ~ u0g~6 Q A c a: ~ BEAM 1' YMN ND SCALE GRAVEL & RIP RAP FlLTER eEAAI 8S9N OETNI
a°e~' a8 e" ~°~A ee~e°° ~ 1 e o I t~ ` U BLOCK ANO GRAVEL CURB INLET SEDIMENT FILTER °POee °POM p°~e9° 1 O w 1` U ~ D o ~ Z ~ ~ z ~ ~ ~ IS NA4ED STaIE YBl 5 pSICNm TO PRpECf EMISTNG PIPE INVERTS ~ RL1i DARN 10 ACR6 OR LESS. O p M ~ f• ~ ~ ~ a - ~ I' FRmB01RD 41N.
A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABURING THE CURB AT 08° ee B qq v ¢ EITHER SIDE OF THE INLET OPENING. A 2" x 4" STUD SHALL BE CUT AND PUCED ° e4' a° ~ 3'a ` - z a~o y Q ~ $ ~ eux. I' FLmD staRAGE zoNE 1
THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TD BRACE THE FROM BLOCKS. e ~ ,o~ ~ a J w O I ~N ~ W N FROM BLOCKS ARE PUCED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE I R.~ ~ Fa I ~ w a ~ o g ~ 8 0 : ; g ~ ' yylN, MEU ro ~ DISn/RAm sEaYDn sraw,t~E PIPE InvERr Y 5y G ~ ~ ~ 7' SEOMFNf STOPUCE 2plF(fOrAl BASIN CWACUYj (CUT, FlLL ETC.) fLDOD SraVGE 20NE RIP RPP XFADW/11 I N Og ~C ~~w ¢ 1'2'
SPACER BLOCKS. ~ ~ a 8. HARDWARE CLOTH OR COMPARABLE WIRE MESH WfTH 1/2" OPENINGS SHALL BE PLACED I ~ ~ F ~ y p ~ 2 1.5' Ylx SEDIYEM OEPIX m NA1U2LL tt W] ~ ~T i FS ~ I.5 3' _ _ _ CAOUND
OVER THE OUTSIDE VERTICAL FACE (WEBBING) Of THE BLOCKS TO PREVEM flUER FlLTERED WATER I o ~ STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. o w ~ V ~ c w o ~ ~ II PoP-ATP Fjp -FLAW- _ _ , ~ / W K ~ r ~ ~ o W ~ 1. FlL1FR FMRIC C / ~ Q ~ 1' CUSS TRIP-PM
C. NCDOT ~5 WASHED STONE SHALL RE PILED AGAINST THE WIRE TO THE i0P OF THE SEDIMEM WIRE MESH o = BLOCK, m r m ~ 4 ~ ~ ~ y Y ~ Z 1571N. YIN. I'MIN. NI MUNpKQPf/BLE f57 WASHm S70NE ~ / ~ g 4 9 E E Yawuu LEVm aF sEDIYENr caLEGTm- xorm DrNERx7sE Yax. sEDwENr DEPngc1EAN art Parch
~ ~ D. CHECK DEVICE AFTER UCH RAIN. REPUCE WPSHED STONE IF IT CLOGS WfTH SEDIMEM. ¢tio = a w goma ~ o C1 0: / ~ CLFIN BASIN M11EN IX15 ILYEL I5 AGtllm
OVERFLOW ~o~ma~>jx JJ zw° ~N o i w , ~ t-I wg ~Q;p SECTION THRU BASIN FILTER ANL CULVERT PIP VIZ O NI/ N'1 J ~p Gmt SwF E . aF 5 ~ ~4 E,zKg ~tY NO SCALE
WIRE MESH SEDIMENT LADEN FlLTERED WATER ~aQ=a ~o~ ma aN \p J RUNOFF °pp a Z pox~lnrc omt: ~pu zow3 ;F 5 o u w n~ G 5 W E E PERSPECTNE VIEW
CURB INLET ~ x ~ Maw°ogo~~ OOa xwkv~i vi NLL e& NOTE: APPLICABLE WHERE HUVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT ¢ ~ o m w m a ~ o o u N z i ~ ¢ ~ ~ O w ~ I ~ ~s~ ~o~ ~8 {EXISTING PIPE INVERTS) w 0
~9B _ ~ WHERE PONDING OF STORM WATER MIGHT CAUSE INCONVENIENCE OR DAAIACE ~ o ~ ° ~ o ~ o ~ N O ? J a p O o ~ a F ~ ~ ~ ~ ~ TO NEARBY STRUCTURES, TRAFFlC MOVEMEM, UIILmES, WORKING AREAS, 37 ~ zw ~J a w Nt , W °~'q SEDIMEM U woow3?zoq xw> "ww ~ wf~ Q Q V1 J Z J/ ROIY m„ ~ ti uFr-' 5 m~ o "woNF
Ye~°0°te1°9e9e°~d°~1~ge~e ~i°,d °~A°° OFFSf1E5 PROPERTIES, UNPROTECTED AREAS, ETC.. SEDIMEM MUST BE RE- w oaNxo wyo oa~ moo - wu p Om $9~^AS1 e~~°9° 9°° YPA9°~ WIRE SCREEN MOVED REGUURLY. THIS TYPE OF DEVICE MUST NEVER BE USED WHERE OVER- Ian ~ z z ~ rc ° } w 3 ~ x o ~ w N ~ m ~ ~ paw ~
`--CURD INLET FLOW MAY ENDANGER AN EXPOSED FlLL SLOPE. x o O; f V O I x 0 ~ n ~ a a - GRAVEL FlLTER CONCRETE BLOCK 2"x 4' STUD BRACE z u K-~ o¢~ c a rc z o a u- q a~ a ~ am Qwk OJaX Q T I ~ZNZw ~Z VIO U J ~ ~ a ~ a sEpuExr Pif ~Z IxilO U I,
CITY OF RALEIGH ~ U zw~mmv~i~~N ado "'Na~i?¢~ -Ai CITY OF RALEIGH O otiowww QgO . a'~ Jmzzz CITY OF RALEIGH mw wZ z CENIRV. ENGINEERING OEPARTMEM CENTRAL ENGINEERING DEPARTMEM ~ u Z w Z ~ 3~ u Z F F u ~ u y a o CENTRAL ENC1NEfRINC DEPARTMENT o W m w rc Z z CiTY OF RALEIGH 5' CiTY OF
RENSIONS aTe T/s/aD awNw er. ,rte REVISIONS a2 ~/~/DO DAANw er: 278 In o w x- w w O u 3? O g o o u W x 0 u Z m o r N u o o a w w w a o~~ RENSlONS wre 2/s/ao DR{Nw ec ,Ite w o ~ u w pX m'o ~ CENTRAL ENGINEERING DEPARTMENT ~ RALEIGH CfTY GF RALEIGH o W x o ~ ~ CENTRAL ENGINEERING DEPARTMENT CENTRAL ENGINEERING DEPARTMENT W o r ~ W RENSIONS wrt: 7/5/aD OPAYN ar~ m RENSIONS wTE: 7/yao ORAAN Br: ne
xorts rPPIIrAae Ar awe NaEls w°rcac AN vAaLax CURB INLET o ~ w ~ 5 w'a o a ~ ~ a m ~ ~ z ~ < ~ uPAeeltr R NEaSYRi TO PREKM F]ICESSAE PONOxIC w GRAVEL & WIRE MESH ~ _ ~ a ~ o m o J w o ~ D: N BLOCK AND GRAVEL ~ z ~ ` ~ GRAVEL & RIP RAP RENSroNS a+s: 7/5/00 LWANN er:.ne GRAVEL & RIP RAP GRAVEL & RIP RAP - N ri BASIN/OUTLET FILTER BASIN HORSESHOE
PRaaatNErILLr. SEDIMENT DROP INLET o~'i~i°w~wvlY ~~x u~'=oW DROP INLET - " ^ FILTER SEDIMENT FILTER rz~''~w0z3o woo vl~~oo PROTECTION DETAIL INLET BASIN
STD.O 10.13 Sro sooaq~zd4°zm ~3Bi o0ov~il~n .It w.u s%r ao.1s s%Ir ioal sm.e io,n sro.: ioaa
wooD FENCE DEraL
PERSPECTIVE VIEW TYPE A PIPE OUTLET TO FUT ARU WITH NO DEFINED CHANNEL TEMPORARY DIVERSION nNe rwoPr, aslslE MPORARY DIVERSION GERM/ DITCH ~ rri~`r~.1°Ras
DEFlNmON .BL II- ~ vdor. Y,U[ DEFlNRION
A TEMPORARY RIDGE OF COT CLASS I WP AAP(SEE SECTION IXAU BISIN BaOw) Y TEMPORARY RIDGE OF COMPACTED SOIL LOCATED AT THE TOP OR BASE .~,I~I A SLOPING gSTURBED AREA. ;~~I.: III=
e >a ^ " boo 'NIW ,Z OF A SLOPING DISTURBED A ~ w ~T%8 PURPOSES PURPOSES _I
yp N~,Ny 1. TO DVERT STORM RUNOF o w UNPROTECTED SLOPES TI TO DNERT STORM RUNOFF FROM NIGHER DRAINAGE AREAS AWAY FROM ~ TIC UNPROTECTED SLOPES TO A STABIUZEO OUTLET; z ?1
I11'/ ~ N / a wOtwr PRE OTES: q ~ / / o ~ Hex (1) d = 1.5 T1ME5 THE MAXIMUM STONE / / / N 2. TO DIVERT SEDIMEM-LAD DR ~ ~ ' I l k CI PUN VIEW OF PROTECTIVE FENCING TO DIVERT SWIMENf-LADEN RUNOFF FROM A DISTURBED AREA TO A a I--II
/ E° OlA1AElER BUT NOT 1E55 THAN 6 Gp~i / / / ~ SEDIMEM TRAPPING FACT INCHES. I SEDIMENT TRAPPING FACIUIY. ~ MOUND swcLE TREE- EXPAND A5 NECESS/RY
j ~ (2) d t = 1' ABOVE MAXIMUM TAILWATER < / / / ~ CONDITIONS OR TOP OF CHANNEL BANK (WHICH- ~ / / O WHEREVER STORMWATER RUA CONDITIONS WHERE PRACTICE APPLIES ~ ~ (-I 13• z' iERf:VER STORMWAI'ER RUNOFF MUST BE TEMPORARILY DIVERTED TO PROTECT x I= Iz•
~ / EVER IS LESS). ce / / / ? DISTURBED SLOPES OR RETA FLOW / I ~ ~ ~ ~ ~ / / STURBED SLOPES OR RETAIN SEDIMENTS ON SITE DURING CONSTRUCTION. ,(L ~I u• F H W U III- 12" 7' M R' IICPoL IYOOD PA65
(3) La =l£NGTH OF RIPRAP APRDN. / FDOIING -SEE NOTE of ~s wASrED sralE 1'IIIYG(x r I+cN Mx. p ~ / / W TEMPORARY DIVERSION GERM/ C DIVERSION GERM/ DITCH ~ ~~O ~II II r-a• ~-~y.,.a, it y....r..l •
~ YCIKN A-A < a / / N A M0.CMINE COMPACTION OF ALL FlLL IS sEaNENr srow4x AREA - ~ cD / - SEDIMEM- LADEN STORMWATER IM( ~ ~ ~~o I~~ ~I~ 'III---I-0 Yx~' OMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFlCIEM TO DIRECT ALL I ~z III-I~ W I °A' I • LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MUSE BE BISGLLID LLo ~ ~~4 Ir ~I
r SEONE DA> a-. PRp%IE OEOIPYIE IwmEmwER aR w > ~ / / PRIOR TO CLEARING k GRUBBING OI CLEARING k GRUBBING OF THE AREA (OR IN CONJUNCTION WITH THIS o c w Y~ I ! IF SEDIMENT CDNTROLS k DIVERSIONS ARE INSTALLED AS EACH CRRtCAL m W ~ <W a I" Q
(uIN.) As7 wA9tD smNE emaNC wTEpD1 .8 L O ~ / OPERATION IF SEDIMEM CDNTROLS NOTES: FOOTING SIZE ~ O ~ / POIM IS REACHED). REACHED). °wo o Paz ~ I~ Z PERFORATED PLASTIC FENCE DEfal
s2E uPm - / ~ B. DIVERSIONS SHOULD BE LDCAIED TO N / / w C. DIVERSIONS SHOULD BE SEEDED & L SHOULD BE LDCAIED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. x i v N ~ N III: SHOUlO BE SEEDED & MULCHED If THEY ARE REMNN IN PLACE OVER 30 W o a ; ~ I I UI
IS' - 24' e' 12' Z / / ~ DAYS. 2{- - J6' 12• 2{' I ~ / / / Z 0. CHECK DEVICE AFTER EACH RAIN, BU TYPE B Sfi• - 54• I6• J6' III. W~ ACE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS o o J W ~ I I_ ~
PIPE OUTLET TO WELL- OEFlNED CwWNEI I U / / / J NECESSARY. I ~ a Y, y ~ ~ a Ni ~ a• slm t Poa I snare PIxImI J K w ~ III: ~I OtWNC RWiWtt NMDRIRD PNSIx F.VlPoC O PIIM uNDPr, ORmuxE utt a aroPr, A5q}2
o "g I ~ / / ~ 2'MIN. NATURAL GROUND OR FlLL OR CUT SLOPE ~ W b I FLOW w ~ ? m Df ~ ~ I I DI U 2'MIN. O ~ w > I I
o I / SECTION THRU BASIN, FILTER AND CULVERT PIPE o~ ~ / / / 0 W~ Q W N ry W a ~ _II I
Oee 1 I L / / SLOPES: e e / / 2:1 MAX. TYP. 18"M T W< ~ a I-Ir J I 18"MIN. TB"MIN. wi u ~ 1= J
° aurrN¢ eorraN I / / / ( ) ° / / I xo ~ z _ 3~ o w _
EDIMFNi SiORIGC / 000 0 0 / / / COMP/ Aa (ar.FlU.crcDmvReED F1A00 SiORWE TDNE "PE $ ° ~ w / / / BERM COMPACTED FILL w n ~ 3 I- ~ z. ~ PLAN VIEW OF PftOTECTNE FENCING j V VI O I = ~ ARWNU SINGLE TREE- FXPNID M NECESSMY BERM DITCH z z ~ I ~
I. 2. pIP PAP NFADWAL o o`~ a / / / A- ~~~i ~ i// W W W U o = ~ ~ I I I=
'~W I~ NIfUPAL MOUND PVN NEw ~p"O d Is' W I ~ NATURAL GROUND OR FILL OR CUT SLOPE OR FILL OR CUT SLOPE x ~ ~ o yO ~ ~I ~ ¢r- ~ ~ I ~ I
Ls ~ w 2'A a 'MIN. ~ ~ ~ w v = I I k I~ i~ 2'~~0 I aRwx INAVr am PmFautm Punic Herat 2 FLOW ° ~ W a - - V__L ~ 1)
clAU T ~ ~ COMPACTED FlLL (:5 WASHED STONE J I' ` ~ w m I III- NOTES: f s' Ya`, COMPACTED FlLL N ~ m J III ~ I. All PLANTS TO BE SAVED SHN.L BE PROTECTED Bf FENCMC AS SHOWN IN
J NOTE: lux. SflNNFM DEPOT (CLEW OUI POINT) I-y W - ~ aQ 16 MIN. ~ o a = (I= I ~ IN THIS DEraL. J 2 N _
7. DIMENSIONS ARE MINIMUN ACCEPTABLE l1NlES5 CITY OF RALEIGH CITY OF RALEIGH ~ m ~ CITY OF RALEIGH a° a ~ x CITY OF RALEIGH CONTRACTOR SHALL INSTAll FENCING CITY OF RALEIGH ~ < N a CENTPAL ENGINEERING DEPARTMENT 0 GRApxcEGIN~TM aNr cONSTRUCIION CENTRAL ENGINEERING DEPARTMENT GERM/ DITCH CITY OF RALEIGH REWSIONS OITE 7p/oD wuwN EW: ~ne 5. CONTRACTOR SHALL Gil FOR INSPECTION REVISIONS are 7/5/00 aawN er: ne
OTHERWISE NOTED. SERI CENTRAL ENGINEERING DEPARTMEM CENTRAL ENGINEERING OEPARTMEM ~ w 2. GRAVEL k RIP RAP FILTER DERM BASIN DETAIL IS e-g O _O CENTRAL ENGINEERING DEPARTMEM CENTRAL ENGINEERING DEPARTMENT N ^ AND APPROVAL OF PROtECTNE FENCING
w RENSIONS a>E Tn/aD a¢xwx aTe NOTES: DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT REVISIONS wm TnMD DiM14N er.~ ,ne REWSIONS aTe ~/3/ao oruAw ar. ,rte a m N TEMPORARY PRIOR TO BEGINNING ANY CONSTRUCTION PLANT JST BE APPROVED TO ASSURE DRANAGE. RElASI0N5 arE. 7/5/ao aNAN Br. m SILT °R ~iD1N0• PROTECTIVE 2Z, SEED & MULCH DIVERSION. TRY NOT TO TEMPORIU2Y DITCH FENCING
DRAIN 10 ACRES OR LESS. GRAVEL & RIP RAP CULVERT Nw- POSITIVE GRADE MUST BE APPROVED TO ASS i FILTER BERM BASIN c sraa DN,, a-, PROADE aoTExlxE uNDExuNEx as OUTLET DIVERSION IF SLOPE EXCEEDS 2Z, SEED & MULCH DIVE (EXISTING PIPE INVERTS) (wlx) nT wASFIED stag eEDaxc wioarl PROTECTION DITCH EXCEED SR (HIGH VELOCRIES RESULT). MA1 WITHDUT SUPPORTING CALCS. DIVERSIONS AT PROTECfIYE FENCING SHALL BE LOGTED AT OR i VELOCRIES RESULT). MAIUMUM D.A =5 ACRES DIVERSION OUI50E OWPUNE OF TREES AND I' MINIANM NC CALCS. DIVERSIONS AT THE TOP OF SLOPES BERM/DITCH STD, # 10.35 OUTSIDE SHRUBS OR OTHER FLINTS. STD. # 50A2
~ # Sro•/ MUST EMPTY IMO AN APPROVED SLOPE DRA BERM/ORCH IS MOST COMMONLY USED. AN APPROVED SLOPE DRAIN. IST COMMONLY USED. ~
DETAILS
SEAL Date; 8 3 00 s"E~
HADLEIGH SUBDIVISION ~ n
Scale: N/A I U
t
Drn, B MTB RALEIGH WAKE CO, N.C.
OF c 3v Z9 ii. ~ a
m s M. T. BURDEN ENGINEERING, PLLC
Chkd. BY: MT r49 !y S~.~v
107 SALEM TOWNE CT, APEX, N.C. 27502
Field Bk: Date Revision E., PHONE: [phone] FAX: [phone]

PROPERTY
o z 0 LINE MINIMUM 24" HORIZONTAL CLEARANCE FROM ANY OBJECT.
f ~ U a z ASPHALT PAVEMENT PATCH alr o pa ~
~ } rc ~ ~ J N ~ m FINISHED GRADE J a m~ LL m m rF0 'EP FIRE HYDRANT, PUMPER NOZZLE TO BE PERPENOICU AR OQ L TO STREET.
ICJ U~ Ja O
Q m a~ m Z U Q Z m Z :M INOPAYEAIENT 'ANEW 4tASPHALT'Y aIN1A1Uh1 ' - FINISHE GRADE o
H 1 'EXISTING ABC'~~ ~ NEWABC 1X NINIMUMDEPTH ~ FINAL W . ? ~ 18
_ > _...:..:5. BACKFILL 2 W FLANGE MUST BE ABOVE GRADE C ~MA%. " URB B
W m v ~ ~ UNDISTURBED SOIL FINAL FI A METALLIC LOCATOR TAPE ~ I GUTTER
~ > : a W ~ BACKFILL a ~ m •:r a , > , BACKFILL SHALL BE INSTALLED FOR ,5,:. r~W~K.~+: PAVEMENT ALL PVC WATER MAINS 18" '
a a Z ''ie" U O USGRADE C FIPACTEOFlLL a ~ a, EXISTING S BELOW FINISHED GRADE. e1 ..::r z
I ~ •.F' .:i. rAL~ Q J b°LAYECf~ ~ ~ / ~ a o, ['On F hZ r.; , VALVE BOX 6° GATE VALVE i I COMPACTED BACKFILL CONC. THRUST 4,8E0°
% I W O m Q i o Z - INITIAL ~,`~-'""•~'"i"~2=0":• `a I (TAMPED Ri 6"LIFTSI BLOCK
m W ~ °w - o~ I ~ w BACKFILL , m ~ ~ ~ ~ m . i ~ c z - 1 INITIAL INITIAL 4.682'
F J ° o W ~ J ~ _ = 5 -T'- BACKFLL NO Z~H> f0 S. Q W _m my m I Foa BACKFLL UNDISTURBED SOIL \,'te 6" MIN BRANCH PIPE 4.560° k MAIN
~ i w s~ M m F a SPRN~G LINE SPRRJG LINE - - X67 STONE /sFE'noresl ~ ~ - 4.000"
~ a rn m o 6" •e7 ITONE WHEN ROCK 19 OF PI G' MINNAUM SIDE CLEARANCE HAUNCHING HAUNCHING / / Yd' BRIDLE R00 MAY BE ' PIPE GRADE CONC. SETTING SLAB COUPLED j(yEI1~1E I~-d'
ENCOUNTERED / o o NOTES 12" .D. Of PIP I~' MANIMIM SK1E CLEARANCE " r ~x I'-3°x4" THICK 7 I i m 4 BEDDING CU Fi CRUSHEDSTONEMIN. I nl_
m ~ a Z TYPICAL TRENCH BOTTOM DIMENSKMiS ' yl J CONC. THRUST BLOCKING UNDISTURBED EARTH COFlC.FOOTING,INSTALL WHEN ~ L UNDER BOTTOM USING P.v.C. PIPE. _
a °m a ' v i Tnepa.e"enlcrosnattxaee!!eegestrW+~•Pr~+SNe""tl""°""~ WORK WELL UNDER BOTTOM' u - "ie!wdeakmelerwNna ma a FORT DUCTILE IRON, VRRIFIED CLAY OF PIPE. 6" OD. OF PIPE 6" MINIMUM SIDE CLEARANq:
c a N x alieaslssza w~iaurwgm~o~^s•>~as°muair~.oaawwnAASNro AND REINFORCED CONCRETE- FMPE. LL ` ~ 7.99 as nn°k° q NCpOl. 12" OD. OF PIPE 12" MAXIMUM SIDE CLEARANCE fIIIE NY~TEROUSTREND•IOO~~RSUPERCENTUMON 200, AMERICAN DARLING MARK 73, THE KENNEDY GUARDIAN OR I
NOTES r a T,yawrarsnrmrmaAec..r:lwroa+eama°uw,•.prmiaoranmma:raq 0 0 , w jpnip1ed°"""'rir~ieai'A~HfOtdD°io°eiaq"m0f' i. TRENCNES RB~UIRING SHOFdNG AND BRACING, DIMENlIOF15 SHALL BE TAKEN TYPICA I I TYPICAL TRENCH BOTTOM DIMENSIONS FOR. ABS BRANCNPIPE• SHALL BE DUCTILE IRON AWWA CMJO-TG OR CLASS MO PVC AWWA C900-89 I 6 THDS. PER
~ a A TNeenyeereAtwerweldeye~eraeeeeiameMl COMPO a a a ~ a.rrr'u,.rerra,alaraa,aeulnmer,yreaa~„a FROM TFIE INSIDE FACE OF THE 9HORINB AND BRACING. s TlrserMpnapew"p COMPOSITE, C900•PVC PIPE, AND PVC GRAVITY PIPE. s"GATE VANE-SHALL BE AWWA C'J00-l60PEN LEFT. ( I I INCH. CONCRETE-SHALL ALL DE 3000 P.S.I. MINIMUM AND TRANSIT MI%ED NR Af PYC PIPE BEDDING SMALL I I
~ > ~ ~ e.r.rr: 2 NO ROCKS OR• IOUIDERS 4' OR LARGER TO !E USED N INITIAL BACI(FIL J J J j = e TNeYpAeea~+^r~"110tY°v1°'dopnp'di0'"'01a''~'m'd1""A10po1 3 ALL IACKFlLL MATERIAL SHALL BE SURABIE NATIVE MATERAL. " CONFORM TO STANDARD DETAIL U-4. I t _ NOTES STEEL EODEANDNOlTS-ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO COAT! OF lITUYIMOUS I
Y ~ a: a r°e1p1tli 4. BACKFILL SHALL BE TAMPED IN 6 LAYERS IN TRAFFIC AREAS, 12 IN I. FOR TRENCHES REOUII R TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL 8E EAEE PulNr. 1 I
~ t0 °Fi NON- TRAFFIC AREAS. TAKEN FROM THE IN', ~ z m.? r- ~ 2 NO ROCKS OR BOLLD KEN FROM THE INSIDE FACE OF THE SHORING AND BRACING FlRE HTDIIANTE MILL MF INSTALLED IN TRUE VERTICAL POSITIONAS DETECTED BF TMI•NAKED"EYE. I I ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL. I
o 3 ALL BACKFILL MATEI L BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL,
= CfTYOPRAlElE111ENRROQATKlNDEPr. 4. BACKFILL SHALL BE' sTREErrAEneuED£panrox NON-TRAFFIC AREAS. CKFILL SHALL BE TAMPED IN 6"LAYERS IN TRAFFIC AREAS, 12" IN N-TRAFFIC AREAS.
CITY OF RALEIGH - STANDARD PAVEYBRIATCHRIGDETAII REVISIONS ,ICS DATE w CITY Of RALEIGH 5. TO 8E USED WITH DEPARTMENT OF PUBLIC UTIL T , 8E USED WITH PVC A(3DABS. CITY Of RALEIGH
DEPMT T LIC oEPARTM of Pu~IC UTI ITIE qTY OF RALEIGH CITY OF RALEIGH OE THE Of LIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
STANDARD BEDDING DETALS FOR 7RENCHBOTTOMDIMENSwNSBBACKflLLING. ' REQUIREMENTS FOR DUCTILE IRON, VITRflE D V. G AND R.C. PIPES CLAY B REINFORCED CONCRETE PIPE. TRENCH BOTTOM DIMENSIONS 'AND BACKFILLING REQUIREMENTS FOR STANDARD FIRE HYDRANT STANDARD 4" STEAMER NOZZLE
Dw . NO. v U-I PVC AND ABS. INSTALLATION DETAIL AND THREAD DETAIL OWD. NQ 1 py NO A W
4 0 G. N0. REVISIONS DATF REVISIONS .GATE ' U-8 U-T
- - a _ ~ ~ . ~ ~ ~ REACTION BEARING AREAS FOR
. .ria:~~a. REACTION BEARING AREAS FOR 2 e
w e: o p • od ~ r ° HORIZO HORIZON w,'^~ P.,,°; o ~ _ J a Y NTAL WATER PIPE BENDS TAL WATER PIPE BENDS ° ~ m~ :e N f S•' 7'x'0"' M N a ~ 8 DON TEST PRESSURE OF 0 P.S.I. BASED ON TEST PRESSURE OF 200 P 1
I BLAND W F < - - i.'! ;bN. ;i;; i:.4. . d`:n,: Pj m = 4 u ~ ~ ~ p ALL AREAS GIVEN AflE IN SQUARE FEET p ALL AREAS GIVEN ARE IN 30UARE FEET
0 0 e:... A ~ C ry
it _ ~ !m ~o _ 'rlt;''.~° ;e~~:d 1 ,.p .•.p,..¢. • ° m w ~ a: ' rc ~ ~ Q 4r 0' ~t~\ Q ~ ~ y~ 3 ~ M Om Q' Q ro A •:'.e;}; z F o a Q• ~ v " 0 ~Q ,p hw O ~ Q' \ " Oe ~ Q` ~ v V ~ ~'1`
i ~ i [s °a: - --'A:?!~~' ion `!i'.o• ~ •.c w w o: ~ m Z~ W O h V ~ ~ ~ ~t/ h y Q Q v P~ ~ 2•" ~ /v a::y,.^. !ho • I- ~ o W & a vi ~ pL' J F ~ P ~ 0 Q. ~ p~A ~ ~ ~ 0 / ~ ~ ~ h::r:;d•e.. W w t N w 471 @ Q~ Q~ O i O ~ Q~ O~ ~i' Z` `1 Q V 0 O~ G1 "1 Op
, D: ¢ w ~ ~ g J ~ . ~ , O O o ~ ~ r,• o,°o 0 o~•y. `y ' o o my a ~ ti ° v Ql° o ~ v y ~ o 0 _~y:,,°A.•; v I- z m t m~ ; •L~ % ~ t~ ~i 0 V 0 V 0 O 0 O Q ~ ~ v O 8 v U 0 PO Q v P \VO ~~~J ~ P \V~ p +0 iV~~ /O
" "BAR UNDISTURBED ~ ; = r ° C1= - - ~ oo¢~~tO ~ /~>c~ o ~ Y 'O ~ 0 ~ ~ p 0 0 O0 p~ ~O ~ ri a /V ~ P 6 ~ 6 ~ 6 O y ~ 4+ 0 Q 0 ~C O Q. 0 0~~ p ~ ~ ?O 00 0 0 ti ~ 0 0 P JO 0
- e Y /SOIL ~ k ~ o - . e n _ _ _.J of O O Q R O N ~ P h ~O'' ~ 0 M N 0 O ~ ~ y~ Q„ - -
" "BAR • - :i r,.. - . G" 20~~ T- Aa~x II I/4° X108 I I I I I I 2 I II I/4° 12 15 3 7 8 2 2 3 13 2
e ~ ?I. I 1 s ~:y'u•'t••~`' • a I W 22 V2° 2,207 I 2 2 I I I 3 22 I/2° 24517 7 13 15 4 4 7 25 3
9 -PENTAGON O.L. 116 OPERATING NUT e o LL ~ ~ • = 45° 4,328 2 3 3 I I - - ~ • ''':+•L, 2 5 I 45° 48,091 12 24 29 6 6 12 48 5
_ :..r,: s Uf LL ' ~ MN~t CLEARANCE 3" MIN. CLEAR. c n p _ o J _ _ , • ~ 90° 7996 2 4 5 I I 2 8 I 90 88844 23 45 53 12 12 23 89 9
3.325" "gar j C O ~ - •~t~'•'~;r:~. •i„e~;~, y PLUG 5,655 2 3 4 I I 2 6 I PLUG 62,832 16 32 38 8 8 16 63 7 - - •.r..f.~ '
3.lef" REINFORCING RFAUIREMENIS_ _ _ w J - a ~ m s _ - :b''• q•'•.Y; ° I I I/4° 170 I I 2 I I I 2 I 1114° 17734 5 9 I I 3 3 5 18 2
REINFORCING BARS EDIILE cD a a 3.070" ~ IPE RE IZ Y L TH Y WBHT. N0. R Z J m ~'''d•:>o~°.<• ~ w z !21/2° 3922 I . i/2° 35 5 9 18 22 5 5 9 36 4 ~ . y,, „ Y 2 3 I I I 4 I _ ~
- _ I -I L I lba ea. X-24 Y-I2 - Y o ? S6" #5 2 +O.D.PIPE Lba3lba/Tt. Z Y " l'- 1.9 Iba ea X-24,Y-12 + O. PIE L5021ba/It. O Q ~ 2.500 a9"a~ #6 -0 0. P p - W o 45° 7694 2 4 5 I I 2 8 I 45° 69 2 IB 35 42 9 9 18 70 7 - e z m 90° 14,215 4 8 9 2 2 4 15 2 90° 127,936 32 64 77 16 16 32 128 13
THRUST COLLAR AND THRUST DUIE J- I WATER SEWER Yp ~ " " m t0 m - _ ~ ' o m PLUG 10,053 3 5 6 2 2 3 PLUG 90,476 23 46 55 12 12 23 91 10 y - : Q ~ 10 I I 30,E
.PIPE A' e B b C 6 1 2 -24 30-36 4B E- - ~ N
' /-3s" I'-4 -o I- I-o x 3 a ~ I i - _ ~ " ~ o ~ II I/4° 4,433 2 3 3 I I II 114° 27,709 7 14 17 4 4 7 2 3 ~ Z 2 5 I W ~ 2p 1/2' 22 I/2° 5 163 14 28 34 7 7 14 56 6
, Tt 4LE~_ c - ..r, ` m W 8,826 3 5 6 2 2 3 9 I 5, J m 45° 17,312 5 9 i t 3 3 5 18 I 20G 28 55 65 14 14 28 109 I I J° 2
I I. SEE CONSTRUCTION SPECIFICATIONS FOR THRUST BLOCKING ON P.V.C PIPE. I I - a o 90° 31,983 8 16 19 4 4 8 32 4 90° 199,900 50 100 120 25 25 50 200 20
6 THDS. PER INCH _ 2. SEE STANDARD DETAIL U-10 FOR THRUST.BLOCK LOCATIONS " PLUG 22,619 6 12 14 3 3 6 23 3 PLUG 141,372 36 71 85 18 t8 36 142 15
I I 1 3. CONCRETE SHALL 2500 P.S.I d TRANSIT MIXED. - - I 1 _ - ,t 16" 36•• III/4° 7881 2 4 5 I 1 2 8 I it I/4° 39901 10 20 24 5 5 10 40 4
I 4. REINFORCING BARS SHALL BE DEFORMED, AND TIED TOGETHER. - 1 b I 1 OM WIDTH IN VICINITY OF THRUST BLOCKIS) INSTALLATION " ~ - 2212° X691 4 8 10 2 2 4 16 2 22 I/2° 79 435 20 40 48 10 10 20 30 8 'i;•
5. TRENCH BOTT -L _ ?i E MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL U-3. _ '`0`"'' " %1. . SHALL BE TH t _ _ ''r'!"''~' 45° 3079 8 16 19 4 4 8 31 4 45° 155816 39 78 94 20 20 39 156 16 i:!'. r.: ° 9 ° 29
N 6 LAYER9 .AS PER STANDARD DETAIL U-3 . ''•°•~O`" 6. BACKFILL TAMPED I 90 56,861 15 29 35 8 8 15 57 6 0 287855 72 144 172 36 36 72 288 I°!':a:: PLUG ~ 40,213 10 21 25 5 5 10 41 5 PLUG 203,57 51 102 122 26 26 51 204 21
L BE REOURED FOR SEWER BLOCKING - ~'o~ `4. 7. NO REBAR SHDL - ,tc.+x'~; '~i1Y; ~''.II;• REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A ' CRY OF RALEIGH REACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTICAL
CITY OF RALEIGH g. RETAINER BLAND MUSTBEFACTORY WELDED, CITY OF RALEIGH CITY OF RALEIGH _ It - h..pJl°` ~a DEPAR NT PUBLIC unLITIES ANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THE THRUST ERTICAL PLANE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THE I f; ;'a4;
DEPARTMENT OF PUBLIC UTILITIES ON BOTH SIDES. ARiMENT OF PLIBLJC UTILITIES 0 TMENT OF PUBLIC UTILRIES - -'a :;'>F.~,~ THRUST BLOCKING DESIGN DATA STANDARD THRUST BLOCK INSTALLATION u:~4•i vECTOR. THRUST VECTOR. STANDARD THRUST BLOCKING VIEWS E 6"- BEN
HYDRANT OPERATING NUT - - - AND 2•I/P° OUTLET THREADS FOR WATER d SEWER MAINS' FOR VALVES AND DEAD ENDS - US 90° D VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. USE 6 90° BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR OWG NO R VI
DMe. N0. DRe. N0. REVISKN9 DATE REVISIONS GATE ~ DwO. N0. U-10 U_ U 9 , • I U-II THRUST BLOCKING DESIGN QUANTITY TABLE U-12 THRUST BLOCKING DESIGN QUANTITY TABLE U-13
APPROVED METHOD FOR E Of VALVE BOX 'OVED METHOD FOR EXTENSION NOrE:te2'xG"CONCRETE d z°,' vi OF VALVE BOX PAD REWNIEOON 'd.'~~'y;,,., v 04 0] ~ z
/ l are'-e S•1' AlL VALVES. wt ~ ~ w g ~ M Y COVER ° ' d v W m > W a ¢ 3 STANDARD METER BOX
REACTION BEARING AREAS FOR :a am'-rye' KArzK 2' ~ >a 3 a u (SEE U-251 y
HORIZONTAL WATER PIPE BENDS ~F' _ _ - a^-evr- ew--"yY ~d~ ,>1 Hof °av v< o~
_ BASED ON TEST PRESSURE OF 200 P•S.I. _ ~ e' '~Y.. .'e. ,V~ OW 4W U ro ' ~ 1 esY-een' .-m ~mo i ~ II 1
ALL AREAS GIVEN IN 9p1ARE FEET n W 3 vi CAN E1E ANY UNDERGROUND eaM.eero' a a m o o CLAMP OF RIONT 91ZE I 2~--I ¢ ~ STANDARD VALVE BOX bZ a ~ _
~ A. - W z UNDERGROUND CLAMPS AS V7 ? a 4 ? ~ ~a ~ ~ ~ J °w a m MANUFACTURED SY METG4LF Q. TOP SECTION W o -
Q ~ ~ a1 V ~ ~ A.• O+A,' ~ + a w m v F CORP. OR EWAL SIZED /fl J ~ ? V ~ ~ ~ IL • v Q' ~ ' i; : F m W - APPROPRIATE TO VALVE. ' a : ~ ] ¢ F TOP OFMETER = ° a e W w NEEDS TQ BE ~ ~
OHO ~Q• g y` ~Op / O ~ h` 00 ~ " °o m ~ CLAMPS BOLTED 70 STEEL O ~ ~ ? ~ ~ V ~ Q ~ K NNN7!Dm J , F TO ~ y ~ W J RODS PAVEMENT PAVEMENT W = f ¢ , WITHIN 6 OF ~f~~ , a a J m n SURFACE.
Q G O~ 0 r O V t n t ~ PVC PIPE PYC PIPE ~ 0 O ~ v ~ W o x y:-9(,y OVER ,~!,c:,s.: a ~ ~ ~ "A„ /r// 18 24" V F ~I W ] _ -C'
~V ~ p Z ~ J ~ 0 o: v, ~ I (y A~ P O Q d, 0 O•• x a 0 h ti y ~ y ~ ~ m H= i..: ~~1 N W F U I a v..... A. 3 m mQ 3i i` of
- 48~~ ~ °o f o ~ USE : VALVE ~ W ° ~ 8 i ¢ W ¢ o ~ 5 HEAVY WEIGHT J BOX °WQ E ~ a e ? a 9 - _
III/4° 70935 18 36 43 9 9 IB 71 8 Z a 0 CAST IRON SOIL ~ =Q> ~ Q S ~ v, W W u ° PIPE FOR EXTENSIONS v o;o: ~ ~ ? " ri N a z o o c
221/2° 141,218 36 71 85 IB 18 36 142 15 i ~ a rn 3/4"THREADED STEEL i .v':; ' a m F 2I I~ n a w g Q a, 0 a m m w a z ~ ~ z o a = ~ ~ = o /G7 S70NE 3"
45° 277,007 70 139 166 35 35 70 277 28 i ~ ~ ~ ~ Roos ~ " . 'r.. 90° 511742 128 256 320 64 64 128 512 52 ~ c ° W ~ ' ' • ` ~ : ' W JZQ ] W yuW up m
z z ~ /:Q m ' . PLUG 361,911 91 181 217 46 46 91 362 37 W 'o ° ' e ' UgE ?,30ppsi ' I ~ ~ u w ¢ ¢ W ¢ ¢ u :~4~CONCAETE BRICK /~/a //U-"~/// ~ a ~ n " ¢ woe aZ ope. o¢ I- W O f. a~ ] 0 W W C~
m a m F X CONCRETE IN . r. p a r.:. ° ¢ W F J ' FOOTING ~:.4 ~ ~ . ~ Y a m7a Sf O IH J 6 F W Oj¢ W 1t W'° 2W0
m N m Y O F- myNP p t LI/2 U W m Nm-h$N Wa N¢ Q WF < W O zz"'Q W W Z F W~ 3 N 3 f ~y2 :O 3¢~ m o - as _ _ STANDARD '~?4°OR I° SERVICE SIZE
o O ~ O ~m~Om D'++ = F• 45 m e = en~Mam FNQ 5..3.. 3., 3., ..Y" STAB-IN SOIL Y> m W a °u = - d xi a PIPE CASKET o ~ ~ f
e N - p F- H 90 u~,°z' c U ? =mz W. MAIN ~ VALVE ~ ~ ~ NOTE: THE BACKFLOW PREVENTER LOCATION IS I a ~ a DEPENDENT ON THE TYPE DEVICE
PLUG o W ~ m - v I SHOULD EXTEND TO TOP OF PIPE CROWN. i I mmm a_ tim I RODS _ ~ . ¢ PROPOSED FOR USE AS FOLLOWS: W. MAIN ~ $
I=-e w o ~ 2.X x Y MUST EOUAI THE SQUARE FOOTAGE OF THE BEARING AREA AS SHOWN ° h ? o z i IN 7NE TABLE BELCM'I II V4 i;': F a " a ~ e' • " ;a; .p? ~ 'I ~ LOCATION DEVICE
22 I2° W ~ ~ F ~ BEARING SURFACE AREA FOR VALVE FOOTINGS e' ' ~~~..a. ¢ ;A''e o "A" FORDANOLECHECK TAMPED ;'.a: a n §F (VHH-T-12W FOR3EIhMAYNEEDADDITIONAL
o U¢ 0 O m t 45 z w z x 4" 6" evz•-aatl VALVE SRE 0 UQ V) m Q WN 3 7 12 'F'° (VHH-74-12W FOR 1" BACKFILL\ / gel, ~ ug BACKFLOWPflEVENTION -
9O ~ o W pUICKSAND,P00R SOIL (IOOOpsf) PLUG °n 2 y}' GRAVEL, COURSE SAND(ISOOpsf) 2 5 B n,::,, ~ z ¢ a DEVICES IF USED ON MORE o,. , • ar5 i c mN THANTWORESIDENTIALUNITS. W
a a¢ SOFT CLAY (2000paf) 2 4 6 F
? p v i i FAIRLY DRY CLAY,CLEAN DRY SAND (4000psf) I 2 3 e II 1/4 0: ~ F W o N v DRY CLAY, COMPACT SAND (8000 paf) I I 2 ...2212° t~ a y ' STANDARD YALYE BOX ¢ zu \ p 1 CITY Of RALEIGH BOTTOM SECTION 'a • • ~ ° u ° DEPARTMENT OF PUBLIC UTILITIES
J R1 a N 0 m N~ N N ni POOR ROCK (IO,000psf) I I 2 45° J - • ~ 40" MIN. TYP. CITY OF RALEIGH °a ~ SINGLE fAMILY,RESIDENTIAL,NEW
° ~ ~ ' J 9O ni ~ W 3. COAT EXPOSED STEEL RODS AND CLAMPS WITH BITUMINOUS BASE PAINT. W CITY OF RALEIGH CONSTRUCTION,BACKFLOW PREVENTION/ DEPARTMENT OF PUBLIC UTILITIES ~ METER ASSEMBLY INSTALLATI DEPARTMENT OF PUBLIC UTILRIES ~
PLUG N ~ y z CITY OF RALEIGH CRY Of RALEIGH 5 DWG N0; S VALVE BOX INSTALLATION' , STANDARD 3'4" WATER U- 4
nrACTION BEARING AREAS ARE IN SQUARE FEET MEASURED IN A VERTI = w f a A DEPARTMENT OF PUBLIC 71LITIES ~-be°'- e'--.~ -"ae•- e•--,~ AND EXTENSION DETAIL SERVICE INSTALLATION rve•-eVZ' DWG. NO. REWSIONS DATE REVISIONS GATE
aNE IN THE TRENCH SIDE AT AN ANGLE OF 90° TO THE THRUST VECTOR I ~ m " ~ STANDARD VAWE FOOTING "~'-e~• ` STANDARD VERTICAL BEND USE 6 90° BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY FACTOR. ~ ~ FoR PVC MAINS mw I, row'-u• U-2O - DWG. NO, U -23
.';:zy OWO.NO. I N OW0. N0. REVISIONS DATE REVISIONS GATE
REVISED U-15 0-16 THRUST BLOCKING. DESIGN QUANTITY TABLE U-14 ce•sl•eI DETAILS
SEAL ~ ma~~~~ Date: 8 3 00 sHEET
~ ~ HAD~EIGH SUBDIVISION
~~~'d ~~8aaxxasai
Scale: N/A
RALEIGH WAKE
Drn. BY: MTB CO. N.C. I
OF s»A M. T. BURDEN ENGINEERING, PLLC
Chkd. BY: MTB
?f~f4nEt= 107 SALEM TOWNE CT. APEX, N.C. 27502
Field Bk: Date Revision By PHONE: (919)' 303-3710 FAX: [phone]

SEE C. OF R. STANDARD U-45
FOR MANHOLE FRAME AND COVER I- re waa e'en " ~~:i~:••....'... sY
. D MANHOLE FRAME AND COVER ; ; Wi~ J a i; Q do >r< Z
~~T~~~. R~ • IfLL OF YRFNY ROR {'YAMMOLE #1). N2 Vp poC a ~=u4 ZWm as
MR SRE LERITN M0. R. -'N n ?5 aw~ to 155 1 : ; CL'A CORERLTE TOTAL OA I.
-I NEW MANHOLES USE AN APPROVED 81TUMINCw,1S ~ 1 t + c BASE SEALANT THAT SHALL BE APPLIED TO j COYER 120 Ibs.MINIMUM ~ _ m:Z i / ova of
R' ' ' THE TOP OF THE CONE SECTION TO PROVIDE 1? 1 AWATER TIGHT SEAL. r ~ £Y:: u ~ a 1 ~ 2 F• W I } i 00 V H
MANHOLE CONE AND BARREL 5 4 CO ~v,•..• >
SECTIONS SHALL BE AS PEA 8 ~a 6 ~ -{'0 8 MW W ~i\'.•'•.'•'• pp .yC
D a .C.0.0.T. STANDARD 840.67 REIHr NNC FOOTING 20 SECTION D-D EE PART II,D,B ECCENTRIC M.H. CONE MAY FOx ~"pREOE5T MANHOLE '
I~•r-~- C W ~.~1: I ~ - J m „',:x: °0°RING SEAL 8E USED ON a°AND is 8 Wt\it:: ~ ° i
_ , i a OR RAM-NECK 10° EWER MAINS. - 'I SAR!•e•E 4 t :y 4" F a S I I I W 4\ ~ a 0. WO WW
I I RUBBER BOOT I I - J 23 ~ I ~ l , 2
I I I I 1811 ~ . I y SILL wYITERIU TOR 5 YASNOLE ~':y. > W V n y•.•;• Z F W
I E a t LATERAL INVERT SHALL uR nxE LENETN Ya YL Ub NOT BE L A ` TI 5 e•5 eo 155 I I I MINIMUM AVERAGE K.'+~~' OWER TH N w CL. MCNETE On I. 11
I I WEIGHT ;;er I i 6' MAIN SPRINGLINE. F I ~ ~ = - ¦/{a~ yy~~ o'orL' O qq
F . I I I FRAME 501b5. _ ~ WHEN MANHOLE TOPS ARE IN a~ I7 ~j:{a" J°m °Z~
COVER 20 IDS. I E%CESS OF 3'ABOVE GRADE, OUTSIDE STEPS MUST BE PROVIDED. ~T'•o'---I 7 L SECTION A A - A SIDE a Z V' Z° w ro aW¢ 2 7 PLAN ELEVATION G ~ i ~ ~ o
I SEE STANDARD,U-49,FOR REINF COAL FOOTING 28 FOR S'PRECAST MANHOLE STEP DETAIL. B ~ L aw B ° - W 'W o ° i W : J o W r W 22°W = o wwa Q°Q~x
f--y ° JN I. N SLIP RESIST W J ~ ? = m ~ ° ' • r F ANT CLEATS ° ~ ~ ° y ~ _ zo- - 4 J
A SEE SEWER DESIGN, SEC. D , n tee' PARA6RAPM 5. ~ ~W Ji ~ W yJ_ Z°r; W I % Q a 0 Y 25~ _ - ; 3Wag _\m DW rW r,~J
WATER ASTM A-a8-60 „ W> q . I~ \ O yGNW2 c , ry G a C~ Y W Il 2=Z>W Oy. jZ~ I
METER T" CL. l0 MIN. NLL SF YATERgL FOR { YRMMOIE FRAME 182 lbs. FRAME 182 lbs. 234 ~ = H w a o ~ a ° u ~ _J 12 3_m>V 3 rw
B MIN. 6° COMA4CTED ih6T STONE 4R bl:E LEYSTx Ro. R LAS L _ e n •5 e I A A BASE TO BE INSTALLED ~ •A'COMCRETE,70TALm I.Tn W Z =W tl =°~a ELEVATION ° o _ z : _ ° ° r
I 19q SECTION B-B UNDER NEW MANHOLE. 2 I I # 3 OR#4 RESAR ` a $ J n i ° m~ o 2 22~ T ~ o W' aWp°
WNON-TRAFFIC AREAS, TOP OF FRAME AND DOVER SHALL BE ~ 4 F n ao xm Jz _ CORROSION RESISTANT MATERIAL = g W o ~ ° o
' - INSTALLED A MIN. OF I'ABOVE _V.o• ~ I 3 (RUBBER, PLASTIC) W o o m~ Q F- 24- ---1 Y'~"- ~ > ° x r
I flNISNEO GROUND SURFACE- REME CONC. EDDYING 5 3" ~ I 5~° ~ FOn 6' PRECAST MANHOLE i ALL 415ES ARE MINIMUM 9" TNIG( 4 I rrrfff"' 4 - - - ~ a ¢Wia 33 ~
174 CRY OF RALEIGH • . ~ . ' • ` CITY OF RAL IGH TI ER TE MR CITY OF RALEIGH I°~mao w= CITY OF RALEIGH - CITY OF RALEIGH ,
D DF PU ILITI S DEPARTMENT OF PUBLIC UTILITIES C- P RM L ti SECTION A-a WATER METER STANDARD PRECAST SANITARY RTME T PUBLIC UTILRIES pTY OF RALEIGH
YMR. ~ yNR, E%TENDED BASE CNt CAST•IN• P4l SEWER MANHOLE REINFORCED CONCIRETF BASE• BOR DETAIL T-BAR DEPARTMENT OF PUBLIC UTILITIE5 SECTION A-A STANDARD SLIP RESISTANT ~ STANDARD MANHOLE COVER TYPICAL SANITARY SEWER
RMG. NO. REVISIONS ORTE R VISIONS DAT N0. y MANHOLE STEP DETAIL LATERAL CGNNECTION
U-37 °"°M° ~ MEASUREMENT IN INCNE U•25 A Nn I U-3B • UREMENT IN INCHES °WG' 1P°• T nwc.NO. ~s TE kE1N DATE - U -4 _ . _ U-49 owc. Na I I
U-51

o'~ . F~ 5 FT MIN E NOTE ,
1.5 FT EXISTiNG_ D- R pRDppSED GRADE N N
Iy41ES:. 1800 CU FT/ACRE
,,N o DO ~ 5 FT 2
1. USE TOR DRAINAGE AREAS :1 • ~ ti y NOT EXCEEDING 5 (FIVE ACRES. t2Y MIN. ° do ~ MAX I
~ ,'ABS. OR P.Y.C TD C.1. SOIL 4TAB$ SADDLE \ pipE ADAPTER-USE'FERNCO 2, EARTH BERM SHALL DE 51A o a e r7 4 3
(lb'PVC saoDLEI ~ COUPLING 445-401 OR BIIJZED w/ SEEDING ` ACCORDING 70 TRIANGLE SPECIFICATIONS. ~ e
STANDARD GASKET JOINT PIPE LwDFIrF APPROVED EQUAL TO SEAL. 8 L ~ ~Y a FILTER
CROSS DURA- Z-1450-8 ~ ~ ~ 3. USE CLEAN COMPACTOR FILL MATERIAL F COATED CAST IRON BODY, BRONZE PLUG - OR EARTH BERM. CROSS SECTION FABR f £ IC I ~ 5 5
_ Z 4' DIAMETER ~ ~ o INIMUM SLOPE + 1% l0 n < MANHOLE
- DESIGN I-I/4° u : STAINLESS 1 SETTLED OVERFILL 6 ~ 9
` :~TtEE1 ~ • TOP 2i' FOR SETTLEMENT < WA ER e'•e; . ° ti t'c' COMPACTED NO. 67 STON ~ °y4'3 ; "~B.bi:'
MIN ~ I i , . p ~y MAN k F~t o.o
a _ ,p,_ 1 FREE80AR0 D s' o' MIN. f~ZA
MATERIAL AVAILABLE _ 1>L i I -ti yob ?ZG GALVANIZED f.5 FT d'° 1D FT MIN 0 F- ty m BILL OF MATERIALS NOTE I1 ~Q T wvd i*1 D Z ~ 1 PRECAST MANHOLE, SEE STANDARD DETAIL 5-20 1. A[R VALVE TO BE P-20 WITH 1O FT MIN D'' I ~ D i 2 TRASH HOOD
OZAB-ALL BRONZE ~ ` I m ?INVERTED N T l ~ - °o d i e m N ty o VACUUM CHECK BY CRISPIN c,00-, 0 I ~:1 SIDE m I'l 0 3 z' AIR RELEASE VALVE OR VAL MATIC VM 45.
U BACKFILL UNDER PVC OR ABS 5 FT T - ~ 004, I"" • 6'D lS~p op g° - SADDLE, ADAPTER AND CASs IRON MAX FILL ~ - I gboYf D c~ ~ p0~ 0 0 0 ~ ~ ~ v 4 2'-GATE VALVE 2. THE AIR RELEASE MANHOLE 3 gbo7f pd g o~ SLOPE I~AX m< D c x
•i --~r ~ ° 0 O~r~-~c7 0 BEND WITH M 6T STONE AS SHOWN 111 11 Ooi.7p 0°a p ~0~r~-~o po ~ D ~ m a 5 ADAPTER SHALL BE INSTALLED IN THE ~(.7p~0°~ p r n y r F'1 ~ r~ 6 2' MECHANICAL JOiNT BRASS PIPE AND FITTINGS SHOULDER OR AS DIRECTED
If- - gf~ ~6 d'~0 ON U-4. FILTER 0~ ~ - I/2° ON CENTER'S 7~ p~~p~, 6~+3o~d' . ~1 = p ~ A ~ = 7 2' TYPE 'K', SOFT COPPER WITH FLARED ELBOW BY THE ENGINEER. ~~,CP - 1:I SIDE SLOPE
41, FABRIC n ~~I Ib0o0Q~0 - a X0006'0 MAX y ~ D ~ B CORPORATION COCK 3, FOR MAINS LOCATED OUTSIDE OF 0 NATURAL A 1 9 6' DIAMETER DRAIN STREET RIGHT-OF-WAYS THE
-..3 FTC. GROUND ~ 10 GROUT, 1/B' TO I'-0' MIN. SLOPE TO DRAIN MAXIMUM DISTANCE BETWEEN THE ..3 FT N II PIPE AP MANHOLE AND THE VA VE BOX
MIN MIN d c L ~ l2 2'-GATE VALVE SHOULD BE THREE (3) FEET.
PIPE CROWN 45° 45° g ,r1 4. MAIN SHALL BE DEEP ENOUGH TO m SEE STANDARD DETAIL w-3 TO INSURE PROPER BACKFiLL. crfnMnnerc tucrni~nrlnnl nc cunl'ri
~ ,
MAINTENANCE SADDLE • INSPECT TEMPORARY SEDIMENT TARPS AFTER EACH PERIOD OF SIDNIFICANT NTENANCE
DIMENSIONS WHEN RIE SEOIMENi IIAS ACCUMULA e lED TO ONE-HAIf 111E DE. AIOD OF SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE TRAP i0 I1S ORIGINAL • I ONE-HALF TILE DESIGN OEPRI OF 111E TRAP. pIACE iFIE SEWMENi 11iAT IS REMOVED IN
F4PE SPRINGLINE A DESICNAIED DISPOSAL AREA AHD REFUGE RIE CONTAMINATED PART OF 'AMINATED PART OF 111E GRAVEL FACING.
T_ REVISIONS CHECK THE SIRUCIURE f CITY OF RALEIGH CITY OF RALEIGH OR DAMAGE FROM EROSION OR PIPING. PERIODICAL DEPARTMENT OF PUBLIC UTILITIES UAIL DESCRIPTION ~ I.5 FT BELOW 111E LOW POINT of THE EMBANKMENT. fMME01AlELY FILL PIPING. PERIODICAl1Y CHECK 111E DEPDI OF THE SPILLWAY 10 ENSURE IT IS A MINIMUU ~q,,'~ 4,T BAFftf V`
DEPARTMENT OF PUBLIC UTILITIES - ORADE. ANY RIP RAP DISPLACED FROM RIE SPILLWAY MUST 8E REPUCED I x LATERAL SADDLE INSTALLATION DETAIL iMME01AlELY FILL ANY SEi11EMENT OF 111E EMBANKMENT i0 SUdI1LY ABOVE DESIGN 1~e~, k L~ NUST `8'-W BE REPLACED IMMEDIATELY, IS `
4 CLEANOUT PLUG FOR PVC AND ABS COMPOSITE PIPE STABILIZE THE EMDANKMENT AND ALL DISNRBED AREAS ABOVE RIE S IM ED El I CONSTRUCTION MIiN SEEDING. s'4! EARTH BERM ABOVE TILE SEDIMENT POOL. AND DOWNSTREAM iROM 111E 1RAp W1MEgATELY AFTER
DWG. N0. REVISIONS DATE R I IONS PATE S II87 A I DM'G. NO. I I S T R VLSI S ATE U-54 U- S2
C
6.40 _ ,
Level Spreader (not to scale
Definition Anon-erosive outlet for concentrated runoff constructed to disperse flow uniformly across a slope. I • F~~''' J•
,I•
Vp~ptoted ~^",1h'a ~~.~.µl:° 'Transition 'HOC iWRE AITAGIEO EXTRA POST IN MIODIE
P ur ose TD convert concentrated flow to sheet flow and release it uniformly over a sta- diversion r• I ,,ry ~ to 0 grade u , 10 PDSTS WITH LENCiHS ~ OPENING OF WIRE ?IORI T M SEDIMENT PIT
bdized area. -e` ~ttaJly yl'~ ;~I. "'~y~~" ~ ,,tr, ~ A..1 • y"i1b;',`k: htT" d0 Ull' ~ !I• ay ZON AL ETAL POST WIRED SECURELY TO VERDCAL
,,~iT ~ R,,,~r .ht<~i .,I' ~,.dN ~ • ti,, ,B„ ell .b•L• .,III ylv,d,r•a,Sr, v a, ~ .,aR+~ PDSTS
Conditions Where Where sediment-free storm runoff can be released in sheet flow down a scabs- ; y,•it,~„ 5i• 1V I. ~.11T•~I~~, ,1;; a. y,, t BAFFLE INS fALLA-iION -STEP 1
sized slope without causing erosion. ~ Practice A lies ~,My'.~tL. E• ~TtY ~ ~ „I ~ ~ ~Nt. Stabilized aASS p RIP flM
YW"~,Y,AI, JN• allr. ~„I. ,all vY~~ L M~ v 1 ' n n tnicted without fillip . "}'•,ar• vaI 4,.'~• y. • \ t+ w• SlOpe Where a le e hp ca be co s g ~ ~1, rt ~ Nr' au a, ,
Stable a- ~h ~I„ i,„. ~ .al• ,~r ,.,L, .aI ,,,r, Cross Section s Section ~
Where the area below the CCiil1reader li is uniform with the slo77~~pp~ of 10% or less undisturbed tl, ~L~ 1 ~ , ..Y P Y° ~U bor L, J~,4~ ,.II,. outlet tt, u.. nl. ,J~" FABRIC CUi AND FOLDED FABRIC FOLDED i, DflIVE STEEL FENCE POST AT IEAST iB' INTO OVER NOR20NTAL
and is stable for anticipated flow conditions, preferably well-vegetated. ~,r~,,.,,1, t~ sl,, tl^ L, ~ i ~ ~ ,t,, L,. , a SOLID GROUND OVER illE HORI10N1AL IENCE PDST POST
tlr, 1 M~t• AI„'ll, IF kl(\ ~ ~.x\t• ~I, ~I,,. a~ AE~• t~l vl. Material Variable . , oll• ~ ur• Variable Posts N Wl)OD ARE OT ACCEP1ABlE
Where the runoff water will not re-concentrate after release. 1LI ~rlE„ bl' rl~l,, ~,~I ~y~ stapled in ~I„ wl,,, WII~, 4, lace hl• ti,. n., MrL~, p HOR120NTAL POST USE STAPLES i' MARi 10 ATTACH FABRIC „ _ i0. PERSPECTIVE VIEW
Where there will be no traffic over the spreader, k„ ~ 1, ,t<<~ 1 wl ~tl. w HOG WiRE' FENCE AND FABRIC 6 - - - - II BURIED IN TRENCH
,a.. HI,. - II f ~ tTllfT i ~ 4. BAFriE SPACED AS PER MPROVED PLAN. f iQP OF BAFFlE SHOULD BE B' (j_ i HIGHER RIAN 1}IE BOTTOM OF
I ~N, , ~Rr till,. 1„I II'~ -tilt=ltT" - i 1 W t I~ I(I + f{ I 111E SPILLWAY
Plan n In The levels reader is a relatives low-cost structure to release small volumes of ~ I ~ k g P y - _ _ sill- n n fl w wh r i conditions are suitable i ure 6.40a .The outlet Level hp co ce traced o e e s to (F' g ) Fi ure a ~ I I I I I l I l- I~ I i _ 'VII I ~ ~ _ I I I_ BOi iOM OT BATiIE IN 6'X6' 1flENGl - I' ~ - ~ iRENCIi AND 1RENCt1 BACXFItLED AND '
6. Oa Levels reader Is desi ned to dis rse s all vol m III I Considerations 9 P 9 Pe m u es of concentrated Aow across stable slopes. Of Spreader - it (II ~I I area must be uniform and well-vegetated with slopes of 10%D or less. Particular =1 I I ~ 11) ~ 11~ ~ I = I I~~~~~ I~i ~~I FTLLED Winl Sa i LAND r~Xr COMPACTED
I` I I I I I i= care must be taken to construct the outlet lip completely level in a stable, undis- I =Ii~Ii = ~ I - ~ COMPACTED ' _ I~I I I(I I s ~ ~ 44 . REVISIONS 1
Buried = I turbed sod. A.n d ressions m the h well concentrate the flow, resulun m . I~ y eP P g Grade-The grade of the last 20 feet of the diversion channel should provide 6 ° m i n _4~~ I~ DATE DESCRIPnoN SECTION AT OPE?VING
erosion. Evaluate the outlet system to be sure that flow does not concentrate a smooth transition from channel ode to level at the s reader. The ode of th
below the outlet (Figure 6.40b). The level spreader is most often used as anout- ~ P ~ e spreader should be 0%. Fi ure 6.40b Detail of level s reader cross section. let for temporary or permanent diversions and diversion dikes. Runoff water s P BAFFLE STALLATION -STEP 2
containing high sediment loads must be treated in a sediment trapping device Spreader li --Construct the level li on undisturbed soil to if
before release in a level spreader. P P un orm he,ght and
zero grade aver the length of the spreader. Protect itwith anerosion-resistant 5. Dis rse runoff from the s ret material, such as fiberglass matting, to prevent erosion and allow vegetation to ~ P toff from the spreader across a properly stabilized slope not to a
exceed 10%a. Make sure the slope Design Criteria Capacity-Determine the capacity of the spreader by estimating peak flow become established. ake sure the slope is sTLfCiciently smooth to keep flow fromcon-
centrating. from the 10-yr storm. Restrict the drainage area so that maximum flows into the
spreader will not exceed 30 cfs. Outlet area-The outlet disposal area must be generally smooth and 6. Immediate) after its construct after its construction, appropriately seed and mulch the entire
well-vegetated with a maximum slope of 10%. y disturbed area of the spreader. If the spreader.
Spreader dimensions-When water enters the spreader from one end, as from
a diversion, select the appropriate length, width, and depth of the spreader from Vegetate all disturbed areas.
Table 6.40a. Maintenance Inspect level spreaders after ever promptly make needed repairs. A readers after every rainfall until vegetation is established, and D ETA) LS needed repairs. After the area has been stabilized, make peri-
Construction 1. The matting should be a minimum of 4 ft wide extendin 6 inches over the Construct a 20-ft transition section in the diversion channel so the width of the g odic inspections and keep vegetal and kee ve elation in a health , vi orous condition. SEAL SHEET p g y g Date: 8/3/00
diversion will smooths meet the width of the reader to ensure uniform Specifications hP ~ buried 6 inches deep in a vertical trench on the lower edge, The upper HADLEIGH SUBDIVISION
y ~ ed¢e should butt aeainst smoothly cut sort and Ix' secnEaly halo in nhro milk
ouutow. y closely spaced heavy duty wire staples at least 12 inches long r ~w ...u References Su ace Stabilization anion Scale: N A
rf c~ 12 7' Seeding
Table 6.40a 6.10, Temporary Seeding Minimum Dimensions for Design Flow Entrance Width Depth End Width length 2. Ensure that the spreader lip is level for uniform spreading of storm runoff, 6.11, Permanent Seeding it Seeding Drn. By. MT B RALEIGH WAKE CO. N.C.
Level Spreader cfs ----minimum dimension in feet--- a1~ w OF
3. Construct the level spreader on undisturbed soil (not on fill). Runoff Control Measures 0-10 10 0.5 3 10 6.20 Temporary Diversions Measures ~t b w M. T. BURDEN ENGINEERING, PLLC
10-20 16 o.6 3 20 4. Construct a 20-f -y Diversions Chkd. BY: MTB
20-30 24 0.7 3 30 t transition section from the diversion channel to blend 6.21, Permanent Diversions smoothly to the width and depth of the spreader. it Diversions ~IWOjrr' ===bg , ti `JQmk$ SALEM T
Field OWNE CT. APEX, N.C. 27502 r~~a31t1V1p~ Bk: Dote Revision By PHONE: [phone] FAX [phone]

OCTOBER RD. Pry ,r ~,r,u WETLANDS & (ETLANDS a
r .mn. 8 '9 FLDDD ~+~,a .m. ter. 10 LOOD
Existbro Overneod Elec HAZARD 'AZARD
7 (To Ix relocated thra~ Vood SprhQ P se SAILS One BA,N, 1993, Pape ~ ner developnent,l ~ 1368 Zoned R- OILS
KlNGS a fTo be coordinated t ~ LINE TABLE _INE TABLE
~ TREEGRASS CT. cRESi o po+er ca'+PanY~1 LINE BEARING t ~ W. a INFORNATIDN HERE TAKEN FROM ~ A-D 44'STE BEARING LENGTH
Z ~ 589'40'16 417, 7' ~ RECOMBINATION OF THE PR~ERTI' ~ " 3' 12 ,9 ~ t , 0' ~ 1-C N03'44'$7'E 441371E.4 NOS'44$7'E 6.60
U RALPH JUSTICE, JR. AND RECOR?ING OF ~ UtlUty Pde ~ 1 '6 C-FHl O Sf1E PRIVATE ROAD EASEMENT ~ ~ ~ ~ 872'S8'06'E S78'36'06•E 979
B.D.N. 20~ Pa a 2153 ~ I~ I $ FH1-FN2 S72'S1'06'E N 4 ~ 3 I ~ 1 NORTH FNa-F~ an'16'1.4• S7E"5M•E 40.40 S77'ib'14•E 47. re
a251 Ac. ~ a25D Ac, e.2u Ac. D.251 Ac. ~ F ~ ~ H3-FH4 544 9* S44 9' 33.34
~ 10,9P1 SF 10,893 SF I? I 10,893 SF 10,891 sF ~ ~ D! M ~ FH4 S ' 'E r Ir n FH'J-fN6 53,9 p r ~ 3: I S '46 'E 4M7 333 57.27
4a t I ~ CL FH6-FH1 843'41 'E RAVEN RIDGE RD. - _ I$ ~ ~ 343'41WE 33
C3 y ~ 06.80' 1, L6 4 ~ FH7-f}16 152 4 'E 332'4 'E 69.36
U 4 'E ~ IANE LINE TA ~ wfes'47' 3'V ~ ESS BLE 49 'E 3.4 N36.47' 3'V 1110
~ CR - ~ - - - - LINE E-F N16'41'4YW ~ K~NOS~/ r BEARING LENGTH S_yl t64.48~19'E N96.47:43N 103.01
1 LS N89'S6 45 V 66,26 V1-W2 S64.427 VICINITY MAP (NOT TO SCALE , , , , Z64.42'19'E 4,00 S64.42'1 40.94
/ C5 ~ 589 4117E 89,16' 1 L2 N19 46'li'E 98,75 W2-W3 S6b'02'44'E ~ / ~ ~ L3 S00'18'08'V 70,53 4 S S66'02'44'E 31.90
A \ \ Drninape Eos, L4 S89'45'S9'V 56.54 7 45'43'E This certiti \ 20' Drnhopo Eas. W4-WS es and warrants that the undersigned is (era) the sole owner s) ~ LS S00'11'15'V 45,76 yy..y 537.43'43'E 33.54 '31' 49.55
6 'E o the property shown on this map or plat and any accompanying shee a subject \ ~ 5 ~ 24 ~ 1 1 l6 T89'45'S9'V 33,77
to the exceptions on record, havin ac wired the propcrty in fee sim le by deed(s) Ralph Justice, Jr, ~ 0.250 AC. 0.290 AC. ~ 1 ~ L7 N03'49'S3' V6rY7 q p ~ ~ E 36.85 V7-V8 •47' recorded in the office of the re i er of deeds of Wake Coun North C r li ~ 551 E a o na, Zoned R-4 ~ 1D,e93 sF m ^ iD,89t SF L8 N8T59'24'V 33.79 S67.O1'46'E 64 MV47' E 4.67
ar otherwise, as shown below and as such,has (hove) the right to convey the Orr V8-E 5514709'E property in fee simple by, and that the dedicators) will warrant and ' ~ 331.47'09•E 7.13
defend the tftle o oinst the lawful claims of all arsons wh ~ ~ ~ 9 p omsoever unless ex- ~ "y 40' ~
cepted herein and that by submission of this plat or mop for approval I we da ~ u,av I ' ~ ` dedicate to the Ci of R I i ( ) W ty a e gh for public use all streets, easements, rights of
way, ppaarks and greenwaya, (os those interests are defined in the code and as the same y~: CURVE TABLE
ma be shown thereon for all lawful ~ y purposed to which the city may evote or allow the ; 12 v CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARI some to be wad and u on occe tonce thereof in accordance with all ~ ~ P P C ty pohcles, _ 6 ~ 23 v i 4" T CHORD BEARING CHORD
C '29 45 369,46 .99 14,30 SO0 3'06'V for ordinances, re ulatians or conditions of the City of Ralei h for the benefit of the s '06'5 14 0,250 Ac. ~ ~ oz5o AC. , g C2 69 27 M 25.00 39,04 public, said dedica ions shall be irrevocable; rovided an dedication of easements for 24,77 N4s'02'0TE W soo 3'orv 2990
y 13591' 10,891 SF 10,892 SF C3 18.01'54• 197,50 6 ' ' • storm drainage era not madeto the City of sleigh but are irrevocably made to the sub- 62.1 31.34 1746 W 7 N43'02ro7'E 33.19 ?4 •17'46•v 61.90
subse want owners of any and all pro rtiea shown hereon for their use and benefit 4'34' ~ C4 16'16'00' 197,50 62.97 31, 49N pa 8 subj to conditions of subsections b c d and f of Section 1 49" V 6$.70
th ' ' and Section 4 of 1- Ne6ro3'28 y 1124 , C5 ~ 03'33' 152 95,91 41,4 S7 N e City Storm Drainage Policcyy' (Resolution 1 0 742 as the same may az5t Ac. Ban; tt,u U 0 ~ 250D ~ ~ 33'M 4 S7 6'V 94.40 '5 N4 33'V 3633
be from time to time ammended . 10,91E SF ) ~ II- C7 ~roa' 25.E 39 2500 N41'S6 ID N46'36
~ C8 49'S9'4Y Mildred M. Car ~ m w u.66 i Y ~ , b 361*W374E W3 N63• 41$4
Book Na. ZOn - S( ~ ~ ~ C9 S4 32'38' 4500 42.84 23. 1163' ed R 4 ~ a,26t Ac. ~ ~ 22 cio 3 ~ ' ~ 11357 ~ ~ 7'33'x' 450D 29.52 ~ 09'V o" 19.99
air 9 ~ sF } ~ o,z5o Ac. C11 ' 4 3331 iT, t" ~ a 1a 692 sF ~ 11 530'3 N S30'3 N
- Pa a No. rr+a% a+~ az56 AC. ~ ~ ~ C12 47'42' 45.00 7.41 14. 4.31' 9 Ore yid ~ ~ 1t,143 SF m C13 41'2! 45,E 37.91 2a ' 6 4.38' 34' E
„tom t, ~,tr ~,o ~9 Z Kings Crest Subdivision a~ 44y,7'49' 45,00 ,'y2 ,6S ' 6 /r n d ~ I ~ N61'35 45'E 3 N69.35143'E 37
a r•~oP'~,~'at` ry o "~'~'~'W tie4o' B. D. M. 19 9 4 P a e 12 0 0 cis 49'59'41' lL81 U,66 .56'41 - _ Si nature ~ ~ c~ y' ~'4P~" , ~ g C36 . g (s) of property owner(s) ~e+ ,d ~,p~' Pb'E 108 8' ~ z 90'00'00' 2500 .27 N41 V 6 S6 56'41 13 9 N41• 'V 3536
° +r c ~ ~ MITFOR ~ Zoned R - 4 C17 60'11 2500 2b~26 liri9 + 0 WOODS CT cae 44 45 35 9 .07
~ 1 ~ _ 5ignature(s) of property owner(s) N 0 - C19 26' 45' P0.17 0~6 #•41' ~ '03'26'E 21 ~ S4 6 U4*4l#4WW
10 OP50 ~ ~ 4 2t. 4 4'E NORTH CAROLINA -WAKE COUNTY - _ ~ S 1. 10,/!! ~ 1 4 4'f
o.zso Ac. ~ c, L 4 10,9a9 sF 4 _ j.. - - - _ _ UM-43't 40
1, o Nat Publt a A ~ 9 , ory c of ~ M86'03' C 15; 26'V 11P,40' . , NWMI 23
County and State afaraeaid, certify that • ~I C24 16 2'11 37b9 23,46 47'07'37 6 347`07'37' 34 - 6 '46N 1 9.
- _ personally ~ I B C65 '!7 4 75 it0.17 31 46N 11 1~ LEGEND CE6 1'O0't5' 12.50 17,11 192 N07 , appeared before me this day and acknowledged the ~ 0zst AC. I 0.261 AC. C27 15 4 EIP = EXLSTING IRON PIPE I N07 '40 17.90
I SAO 11,79 5.93 1~3'17'29'V execution of the foregoing instrument. t0,9z7 SF 11,375 sF d bt i?0 NIP =NEW IRON PIPE C26 , 3 NL3'17'29'v 11.76
• I o,zso Ac. ~ PKN =PARKER-KALON NAI 13 17,19 8,95 Witness my hond and official stamp or seal, this Ir ~ ~ ~ L C29 14`39'2fN 172.50 44, ' I I Io,892 sF ~ PP =POWER POLE iP 22.11 Nu'1612'E 5 16.9:5 1 N11'16'12'E 447
Day of - 20_-. --~e7'zo'p3•E z OHE _ OVERHEAD ELECTRIC LINE C30 31'5125' i5a00 83,40 42.81 N19'S2'14'E 194,42' 53,19' C =CENT I 1 M" 2'14'E 82.33
Dwight E. ~ 4.67 98,77' /L ERLNE & ~03~ 3' N66'o3'2e'W x2,40' R = RK~iT OF WAY
a°" / E =EXISTING SOILS DELINEATI N M ~ BOLT D LEGEND
Shell V Justice ~g m ~ ~ K 13 ~ ECM =EXISTING CONCRETE MONUMENT Note Public Y 7 0 ry 14 W a,250 Ac, LP = l1GHT POLE m FHi FLDDD HAZA RD SOILS FLAGGING WITH NI CLING WITH NUMBER
Zoned R-4 `'ay ~ ~o,e96 SF 19 :ADDRESS ~ ~ Wl WETLAN - - 0,421 AC, ~ 0.254 AC. n ~ DS FLAGGING WITH NUMBER 4 NUMBER
My commission expires 18'321 SF ' s ~ ~ 10'904 SF ~
~ _ ~ ~e ~ NDTE~ I, the undersigned Planning Director of the City of Ralei h, and Review 4' ~ ~ 6t,~ ~ ~
g Field location of channels yr ~ r ~ ~ a ~ REFERENCES: SOIL Officer for Wake County, da hereby certify that this mop ar plat a "a _ _ u 114,70, S DELINEATION BY HAL DWEN a ASSOCIATES, L ASSOCIATES, INC.
' BOOK OF MAPS 2000, PAGE 2155 LILLINGTDN, NORTH CAROLINA meets all the statutory requirements for recording, and that the City ~ - 588.06'42 `u 13'01 of Raleigh, as provided by its City Code, an the day of 1
in the year_~Y, approved this plot or map and THIS PLAT NOT TO BE RECORDED ~10a ~ FLAGGING LOCATED BY GLENN D. WARD 6 ASSOCIA kRD 6 ASSOCIATES
15 18 NOTES: accompanying eheeta and accepted for the Cit of Ralai h the AFTER Y 9 ---DAY OF_ THIS SURVEY WAS BALANCED USING THE RALEIGH, NORTH CAROLINA
dedications as shown thereon, but on the further condition that the i - ~ v ~ 0,397 AC. o• o,25z AG COPY TO BE RETAINED FOR THE 4 26,004 sF ~ 10,903 SF COMPASS RULE METHOD. City aaeumea no reaponaibility to open or maintain the same until in CITY, ~ ~ c~
e ~ ~ ~ ALL DISTANCES ARE HORIZONTAL GROUND the discretion and opinion of the governing body of the City of THIS PLAT IS ?IN ? OUT OF nn ~ a
DISTANCES. PROPERTY SUBJECT TO ANY UM YARD SETBACKS Raleigh do is in the public interest to do so. THE Cfil' UMITS. ~ e ti ~ ` 7 EASEMENT OF RECORD. ALL AREAS COMPUTED BY FRONT: 20 FEET
~ ~ , , Nd' COORDINATE CALCULATIONS. SOILS DELINEATION SIDE. 10 FEET
16 _ ~ \ ~ 8Y HAL DWEN dt ASSOCIATES INC LILLINGTON AGGREGATE SIDE OTHER THAN CORNER : 20 FEET - GEORGE B. CHAPMAN DATE ~ ~ 22,457 SF 17 N.C. FOR TREEGRASS CT. 8c DEHIJUSTON CT,, CORNER SIDE: 20 FEET :R): 20 FEET
Director of Planning ~ ~ c SEE B.O.M.1996,PG.510 "+SOIL TYPE IS NOT REAR: 30 FEET OR99 AC.
1' ~ ' , \ ~ 13,27e sF CONSIDERED FLOOD HAZARD SOIL BAS D ON CITY
~ OF RALEIGH CONSERVATION ENGINEERING ~ DEPARTMENT. HOWEVER, SOIL TYPE Wy IS A
~ ~f ~ h FLOOD HAZARD SOIL 8ASE0 ON WAKE COUNTY
~ • I--._ N86.44'S9~ ? 178,37 \$?rw `n STANDARDS. ~ 136,17
_ •47'43'W ~ 93.oe' cDNTR~ CORNER P.I.N. = 1718.01-18-J700 20NED R-4
a. This rv r 10' Private Drainage Easenent " _.1. su ey c Bates a subdivision of land vii hin H.D.M. 1999 Pa ~ s 1718.01-18-4799 R-4 t the area of a county ge 202
or munici li that h \ pa ty as an ordinance a,,, ,t„V,at. 1728.01-19-5296 R-4 that regulates parcels of land. 60 59 OWNER/DEYELOPER:
62 61
58 R°ven'' Ripe Phase TYwee MKVK DEVELOPMENT, LLC Undeveloped Zoned R-4 P.O. 90X 98449
Exlst~ 0' CA,R, RALEIGH, N,C. 27824 PROFESSIONAL LAND SURVEYOR DATE San, ewer Enserlent PHONE: [phone]
~ aD.M 1999, Pope 202 - - ' ~ FAX: [phone]
ATE OF NORTH CAROLNA WAKE COUNTY _
I, son A. ward cacti that this map woe GRAPHIC SALE ; 9/21/ Per 1st conat.roview MTB drawn un er my supervision from an actual curve SEAL y ~ Date: 1201 X00
made under my auperviaian (deed deacri ion 0 ~ ~ ~o 0/30/ 0 Per Ind const,review MTB HADI.E~GH SUBDIVSION recorded in Book_-_, Page--, c.)(other);
that the ratio of proctsion as calculated by SCOT@: 1 a = $ ' OWNER D 12 0l P o EVELOP R: / / o er Revise plans for subdv. GWK E MKVK DEVEIOPMEI DEVELOPMENT, LLC.
latitudes and departure is >1/- ;that the boundaries not sunered are clear)y indicated as
drawn from information found in Boo ~T ) k---~ RALEIGH WAKE CO. Page ;that this mapp was ro red in N.C.
accordance with G.S. 47-30 oa P ~ 1 inch = 80 !t~ Drawn By: G,KELEHER ammended. Witness _ _ _ _ _ _ _ _ _ - -
' GLENN D. WAR D & ASSOCIATES my hond and seal this day of ,2a-. RECORDED IN BOOK OF MAPS SOCIATES
Checked By: S. WARD CIVIL ENGINEERS & LAND SUR VEYORS URVEYORS
_ L -4017 P 7404 - K CHAPEL HILL RD. RALEIGH N.(
Professional Land Su r Re . No. AGE WAKE COUNTY REGISTRY "ay° g Field Book: TELEPHONE; gig 1 - RALEIGH N.C. 1 919) 851 - 9926
Date Revision By ( ) 85 5335 FAX: (919] 851 - 99i