20081832 Ver 2_Site Plan_20101117

SE 40 Centre - DWQ Re-Submittal
SE 40 Centre - DWQ Re-Submittal
Danny Howell [[e-mail]]
Sent: Wednesday, November 17, 2010 3:41 PM
To: [e-mail]
Cc: Bob Zarzecki [[e-mail]]; [e-mail]
Attachments: DWQ.pdf (10 KB) ; Danny L. Howell Jr. PE.vcf (587 B)
Page I of I
Bob/Nilkki,
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Thanks,
E)cwwvy L. Uowe.LL, Jr., PE
Project Engineer
[e-mail]
BASS, NIXON & KENNEDY, INC.
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https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/18/2010
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r • EIP ~ FLOOD PLAIN ORDINANCE f ' • ~ ~'if' ~ CUIIVE rABIE
~ sx45o SIGHT CONTROL C ~ CONTROL CORNER ItA1NUS tENCiH c?±olm DIRECTION CR'ORD ' Ct 1377.38 457,05 N '1Y 'W 451,96
o FEela MaP~D aR~A : • oISTANCE • ~ ~ TRIANGLE f . 1 ' A tit STONE: dt STD(+IE ASSOC4ATt:S ~ C2 1377.38 11,38 N 11.39
MAP NUMBER 372a17210a~ os•a - ~ PQO~_E RD. ? ~ ~ f GENERAL UTELITY 08. x239 PG. 657 C3 1377.36 21s.74 19 '4 215.x1
~ II ~ 16 0 . ~ ~ oTaER •--.-.____4. ~ - RICH -of-WAY . • EASEMENT PIN 1721497166 NEW 20` CITY OF' C4 440.00 205.07 N 71 ' 203.22 RALEIGH SANITARY : C5 440,00 128.93 ~ ~ 'f28, 7
z ~ ti~ ~ - HEREBY SEWER EASEMENT' C6 440:00 7fi.u •oB'o 7fi.05 TAP PROPERTIE5 LLC. C7 425.00 308.04 4' 301.34
APPRpV, g DEpICAr a y. ~ • ~ ~ $?gs8,39~ 4 E%ISTING 15` (~NERA~ DB. 6922 PG, 9 C8 425.00 t76.4o 175.13
,418 78,'38 UTILITY Ea~MENT - PIN 1721597362 - C9 415.00 131.65 '41111 431.12
~ Q :•CONTROL CORNER , ~ ~y (a ~ U coNC MoN yy ~ y ~ ~ rat. 1997 PG. 2173 ctD 73D.oo 12~.3s ~ ys' 1a 124.24
C) ~ ~ h~'- " f`3`) ~ A ~ NEw 12x20 C11 • 25.00 39.13 1' 35.26 ~fR SLQP~ - C12 25.00 39,29 y 35,37
_T- REF - ~ 25'x25' ERENCI:5: 588~'S2°E t EASEME1+fT Ct3 25,00 39.25 35.34
1) OB. 11931 PG. 1490 SIGN A ~l..~ ~ ~ 3.82' Ct4 25,00 35.7fi S'~5"2739 32.78 ~ Ct5 73pA0 458.18 571 1V 450.70
' 20'x25 EASEMENT 2 ~M. 199 _ ~ ' f l,.! ) 7 PG. 2173 ~ ~68 ~ 3 7' C16 670.00 410.25 7 5 403.87
1 t? ROCK QUARRY R ~ - r~EA~fdENT D s t? EC52 Ct7 25.00 43,39 38.14
~ti y., o ~ C ~ n x3,914 . rn ~ C18 500,00 335.01 97 7"W 328.78 &3,914 sq, ft. ® Giy o EC7 ~ 41 Ct9' S0D,00 90.11 N 1 t11Y 89.99
~ ~ , , In 1 ~ ~ ~ ~ ~ °s 1.9254 4 ~ ~ s ~ L9254 acrac 01,)55 n ~ , g; C20 500.00 132,25 34 t3t.B6
~C . ti ~ , / ~ ~ (5x356 SIGHT 15'x35a'. SIGHT V1~~~~~ ~C56 c11 500.00 n2.88 1 112.41
~ `l~ / ~ TRIANGLE err-° A N C22 25,00 21.03 1'4 20,41 TRIANGLE ~0 G76 E38 0l ° C23 57.50 25Q2B 7 4'4 94.55
QO• / ~ I ~ / ? l' ~P ~~A~' NEW 12x20' C24 57.50 138,$3 N1433'151r 107.48
/ ~t• Q 0 ~ ~ ~U ~ R g ~ ~ ~ >d4' ~ ~ s o¢ ~ ~ NEw vARIABLE ~ ' (s y~S p~d ~ 4~ YVID~~PfiiV~ATE ~ EASE~1£NT C2fi 25.00 ~48,3Y 54025'001= 41.16
E P , y r ~ ~ / P . y1 ~ C27 25.00 )4,67 '10 3L96
~ ~ ~o/ / P C'14 ~ . 5 ~ ~ c CI4 E~ • EASEMENT C28 500.00 141,09 t '31~71r 140.62
t~ RI T- - . 'Y~'~v / CH Of WAY l~~ - / 4~ C29 25.00 39.27 551'05'351: 35,38 il(~T-QF-wAY ~ N W SI 1 C3D 25.00 39.27
a ~1 / r HEREBY G y° / ~ , HEREBY ti DISTANCE 56.628 aq, it.
Pty ,A, / j ' ~i DEDICATED r 1,5296 ocrea Cat 440.00 294,81 5y757yt 2Bg,~ DEDICATED r ~ EASEI?1ENT C32 440.00 51.8) 1M St,84 511,47#1 SF C33 440.00 142.94 N 8'3954'W 239.81
~t a ~ / NEW CITY QF 511,475 SF ~ SEE SH ~ EET a 1f. ~ FOR ry 7 f9 A d ti f RALE(GFi 20 87,054 sq. tTt. C 11.7419 AC sp>r, C34 25.00 39.43 N89'40'IO`w 35.47
~ ~ / / ~r1 WATERLINE 1.9985 acres ~Oti O G34 TREE C c~ w / 15'x350' SIGHT G34 a C35 670,00 113,53 113.39
ONSERV ATfaN ~ 6 ~ , ~ , S~ TRIANGLE ,4~j"E Cis 365.00 264,55 14' y 1t< 258.80
Af~EAS WC~ ~ ~ H METE , S ~ ~ 9 / NEW 20 PRIVATE ~ spy ~ 6ti 3$ C37 355.00 116.19 $I 218.0,1
p ~ ~ a' ,~0/ / ~ DRAINAGE EASEMENT 'Sh r A N A D O U +4, r 15x4 0' SIGHT I I G ~r ~~S ~ ~ .5'y~ C38 365.00 48.38 50297 48.33
NDS w 3 ~ DISTANCE ~ ,o '3 Pf t?~ - ~ C39 1377.38 2@9.93 2172' 1K 229.66 ~ I:C40 440,00 38.25 Ht 4 38.13
p / / ~ ,~0 G TRIAN(~E , g. pa ~ EC41 440.00 51.87 1 51.84 faa` G CC42 15.00 21.03 SJO'1196'E 10:41
P h F~' h ~ ~ . ~ l~, pS . y 15x350 SIGHT '~Q 1 ~ fC43 57,50 12.75 N47 'S71Y 17.72 x350' SIGHT EC44 365.00 48.36 17'4 46.33
T G Imo' I~°, / b~' ~h 1!?IAN S hTE OF Ni1RTH CARO(JNA WAIfE COUNTY I, G. SCOTT WIL ~0 1 O' 1P.IAN 54,450 aq. ft. v~ EC45 385,00 If,?8,$I 101b5' 'W 109.40
SON, PROFESSIONAL LANG SURVEYOR MO. L-1601 ~ 'h ~ W #T {T c2~~ 1.2500 acres ~ ~ ~ ~ EC46 365.00 G,5p 8,50
CERnFY Tp' - R MOR ~ , m ry ~ r0 i, G. SCOTT wIL50N, CERTIFY THAT TNI$ E OF ]NE FOLLOWNG AS INDICATED. ~ / cn ~ ^ g• DISTANCE ~yCE a ~ ~i~ ~ m ~ - EC47 365.00 91.01 'S 1AI 91.76
NLAT WAS DRAWN i1NDER MY SUPERVISION FROM A. OF A SURVEY THAT CREATES A SU9DIV151DN ~ h / 1 EASEMENT AREA OF A COUNTY OR MUNICIPALITY TtEAT ~ COQ ~ AN ACTUAL 5UI?VEr MADE UNDER MY SU SION: / /y ENT ~ ~o ti v Z EC48 365.00 8.17 S34 ~7'38'1Y 8.17
I)f.EU S TION RECORDED IN REGU1 CONC h11QN I / 13oOK__._~~, / 71,247 . ft. by ~`.o rs-'C~ fC49 41S.00 8.60 t 96'01"W 8.80 C'~, 'a CC50 415.00 10.27 4 'yy 20.17
I AGE , , THAI Ti?E BOUNUAf21E5 N01 ?0 ~ ~ ~ 6 ~3 13 r18~~4'x5"E ~ z ECSt 73aoo 12.19 to ' 12.10
~ ~ 'f7(?' f.fi347 OCFeS Gj .'L SURVCYED ARE CLEARLY INDICATED AS DRAWN - - 4J r ?p h FROM INFORMATION FO~1ND IN E300K___,_ _ - - of hJ S. 252,73' EC57 330.00 39.52 7'02'14"W 39.51 5},210 sq. 1t, EC53 730.00 12.05 589103'40'1N 12.05
b ~ J o ~ (.4741 awes ?'aGE_._.._.,,_; 1HAT THE I?A'10 OF PRECISION ~ 1.4741 a~as ~ CC54 25.00 z•sa et' 2.38
4r ~r 41 tip' t~ Sr S~ A; CALCULA~EU IS 1: ~a ~ THAT .SCOTT WILSON F.1.5 O. 1601 r7 rL O J j ~HrS PLAT WAS PRf.PARE{) IN ACCORDANCE WITH J ! NEW ZO a~ 'a~, 1n r TC55 670.00 L9t 1.91
G.S. 47.3a AS AMENDED. ~ 1 J PRIVATE O o a ~ f1 EC56 670.00 t5B.iS 0973D1Y 157,78 - ~ EC57 870.00 22.87 588'Ot'54'1q 22.87
. ~i~ M E8J DRAINAGE sp G N83' N83'Sa'25"E ALTERNATE COMPLIANCE EC58 s70.Da 12.06 • ' 12,06
o M> . EASEMENT c, a, wI INE Ss bIY DRIGINA;. SIGNAiUR(: i.ICFNSf 7~,~ O V O 5 Nll~f R l r' Q J $B 2 13l A L SLAL THIS __~DAY Irl lH w ' rO A SECONDARY TR ;E EC59 20.00 B1,47 S 7 39,98 252~~, ~ CONSERVATION AREA EC60 ZD.DD 13.70 1' '3i 22,34
~~r'_. _J~.1~ _ a. 1. Ilnrnl ~ ? J ?~s , ~ fs ~ f .2008 r Y1 r •l9 h ~ °j 85' 1170E PERIMETER YARD EC81 70.00 17,81 S67 '{5'Yf 17.22
M NCGS M ~ ~ Fg ~ 4' ~ ONUMENT ~ NEW-, VAR-'-'IABtE ,,i 0.33 AC. fC62 1427.38 209-65 to '41"w _209.46 WIDTH PRIVATE ~ ~
"SAUSAGE" TH15 PLa a ~ ~ r I PR( Y ~ ~ DRAINAGE ~ EC53 1427.38 232.12 N '06'4 111 131.86
- GRI AF1ER BE RE ~ 1 J C41V 'u o~ ^ - _ _ _ _ D GUUROINATES _-DA OF J ~ SERYAITON AREA ~ ~ EASEMENT ~ ~ EC64 1477.38 105.80 04' 14 105.78 w m $ ~ EC85 1447,38 207.15 'S ' 61Y 208.97
I'ROFESSi AL LAND SURVEYOR -LICENSE 2601 N 7 7 f COPY TO gE AINE E J 50 WIDE 5110D 2 YARD ~ b 1836 .0700 PTY. at 55,s9f sq. tr. • EC68 t 447.38 23299 ~ m ~ ~ ~ 113,028 sq: ft. 2'OB'141V 231.)4
E 2123523,1900 THIS PLAT ES NE3 OUT CONC MON ?0 0.928 aC. to (.2782 acres N OF THE ~ q 58,( rn rp ~ N 2.5948 acres p N EC67 1147.38 141.21 N057 '091= 111.15 56,059 sq. it. ~ ~ a rn EC68 50.(10 89.16 N 1'11' 77.81
CITY LIMITS. ~ o NEW VARIABLE n 1.21 1.2889 acres N ya n PRIMARY TREE g EC69 25.00 10.31 N5617 10.23
~ 1 5n ~ ~ ~ wl T THIS CERi1FIES AND WARRANTS TI1AT T11E ~ rP 1 3 ~ D H PRIVATE UNDERSIGNEp IS (ARE)THE SOLE OWNER{S) OF THE ~ 'p t va c~ pRAINAGE EC70 730.00 70,03 S '44'5 20.03
PROPFRTv SHOWN ON THIS MAP OR PLAT AND ANY ACCOMPANYING SHEETS SU b Q 75 593 ~ ao N46T15'35'W ENO, 6~15'35'W ~ ~ ~ CONSERVATION AREA 20' WIDE NEUSE RIPARI uaf tA9LC 11NE 1ABLE
EXCEPTIONS ON RECORD HAVIN BJECl TO THE ~ ~ ~ 4 sq fi. ~ EASEMENT 4"'`- G ACOUIRCO 7H e E PROPERTY IN fEE SIMPLE: BY DF,Ep(S} d. ~ ~ ~ t ~ 1.7354 ones TOTAL RECORpED tN THE OFFICE pF THC REGISTER qF OEE05 F ~ 1 ( (TOT) o ~ w o33 ACZONE Z ~ ~ t.1NE D8tEC71oN o>STnNCE uNE nlrsECnoN tusrArlc~
OTHERWISE AS SH O WAKE COUNTY, NORTH CAROLINA, OR N W ~ ~ ~ n n n N81'3 . . DWN BELOW AND AS SUCH, HAS (HAVE) THE RIGHT Tp CONVEY THE ~ ~ ~ ~ N lu, n 'T58"W 1A, N ~ m E6 554'13 ~ 28.00 153 576' 1: 17,94
PROPERTY IN FEE SIMPLE, AND THAT 1HE DI:D?CAIOR S WI WAR N a ~ I ~ ~ X57.8 ' N NB3'~ 25~ ~ o ~ ~ - • E7 N8798'04'E 70,08 E54 576'3 '05'I: 25.02
AGAINST T ' A LL RANT AND DEFENp THE TITLE IA " ~ 1 p 9 HE ~ WFUL CLAIAt5 OF All PERSONS 1+~10MSOEVI;R UNLESS EXCEPTED HEREIN AN ~ ~ T p u~cwu ~ l HAi BY SUBMISSION OF THIS PLAT OR AtAP ily ~ E8 ~ N84'48'141:' 20,01 E55 529'3 42°W ?0.00 W 255,05 ~ E9 7 10.00 E56 '44' 114 20:00
FOR APPROVAL 1 (WE} DO DEDICATE. TO THE CITY ~ ~ W W ~ I OF RALEIGH FOR PUBLIC USE ALL STREETS, EASEMENTS, RIGHTS-OF-WAY PARKS AND A 0(; ~ ~ C7 y I 1 ~ ~ o EIO S '11 34,80 E57 't ' 12.14
v ~ ~ GRECNWA . S, (AS THESE INTERCSTS ARE DEFINED W THE CODE A ' A Q ~ ~ I I ~ u ro ~ q Eit "OS35'E 441.14- ESB 50595 35.39 ay ~ ~ r E12 545 8'341Y 29.00 E59 3'46'2614 20.00
SHOWN THEREON, FOR AI.L LAWF 1 ND AS Ti1E SAME MAY BE p p4 ~ ~ 1 I b l L PURPOSES TO WHICH Tt1E C{TY MAY DEVOTE OR ALLOW 1HE r w (1~1 ~ r+' SAME TO BE USED AND UPON ACCEPTANCE THEREOF N 1` ''O I S8445441N N ~ 1~ ~ Oa ~ r ~ E13 5 10.70 Efi0 3693'1414 19,48
I ACCORDANCE WITH ALL C11Y PO(.iCIES, LiL ~ ~D ~ RAW MON E8 o ~s ORDINANCES, REGULATIONS OR CONDIIIUNS OF' THE CITY OF RALEIGH FOR THE QL kl t~1 m r 247.31 m ~ A u E14 N 36' 10.36 E6I N38'13'34 9.15
BENEFIT OF THE ~ ~ fJ N ~ N 53,383 8q PUBLIC, SAID DCDICATION SHALL BE IRREVOCABLE; PRpVTOED, ANY pEDI AT C1 ~ 4~ ~ ~ I I B1 1aD d C ION OF EASEMENTS ~ r" ~ ~ a a SQ n, (.2255 ac ti 53,383 sq. it. NEW SIGHT w f ! ~ ~ E1'J N 'E 32.41 E62 7'1 2~t.44 ~ 1.2255 saes J 1 E16 N7p'J639t 10.36 F63 560'27'1 27.71
FOR STORM DRAINAGE ARE NOT MADE TO THE CITY OF RALEIGk BUT ARE IRR ~ ~ 1 12{}.4l) 1, EVifCABLY A4AOE a ~ ~ I~ 114 ('f ~ ~ v; 4038 acres m TO T+iE SUBSEQUENT OWNERS OF ANY AND ALL PROPERTIES SHOWN HEREON F W DISTANCE I ; ' ' l E17 '36 44.fi4 EW S8p~r4p 59.59 EAST=MENT 60t>D~ J i t 5,~ ` C1B '14 134.29 E65 7'40 52.74
DR THERR USE W ~ w ~ N 9q I ~ <a cr BASE FLOOD EL. 239.Q0 AND BENEFIT SU9JEC7 TO CONDITIONS OF SUBSECTIONS {B), {C). {[1 ,ANp F OF NEW ~ RFPE EL. RNA 1
AND SECTION 4 OF TH } SECTION 1 ~ W I CITY 01' ~ rn N r*I 241.66 E CITY STORM DRAINAGE POLICY {RESOLUTION 1970-742 AS THE SAME ~ ~ 4 RALEIGH 24'~ ~ p NEW 14' SECONDARY RNA I r ~ ~ NS''~ E19 506 't4 142.07 E66 7x01= 63.45 SECONDARY TREE GON5ERYATION AREA 250,1'8 E20 9 14.82 E67 740 x8,94
MAY BE FROM TIME TO TIME AMENDE4 . ,.3 ~ ~ I ¢ m 65' WIDE PEt ) ~ l WATERLINE s,? PRIVATE 65' WIDE PERIMETER YARD - 1 ~50. gyp` E~ _ S06'p6't4'tr 71,08 E(~ yg3~ 59.92
I I~ EASEMENT v DRAINAGE 0.0994 AC. 0.0994 AG. 3815 1 f22 'p535'E 10,77 1;69 508 2'36 193,01
SEWA ~ ~ 1~ EA 45 GE DISPOSAL EASEMENTS ARE SET ASIDE w m Im ti SEMENT m 27. 4 - 1300K N0. STRICTLY FOR WASTEWATER DISPOSAL F 10 wl !°i 4 m 384E ~ 1 ~ a E73 tR52 E7o 230.05 G M ! ~ ' q E24 37, 77 9.48 171 t 9 '14 37.89
R OR THE I" W ~ 2 CO RESPONDING LOT NUMBER{S)_,_,..^ AND ARC 1 159199 5 E28 N83'S4'25"E 457.69 , ~ t , _ ~ E25 N8334'251!. 20,00 E72 587'28'4 27 35
RESERVED FAR THE fNSTALLATION ANp MAINTENAN I ! sq. 1t. 4 _ -PAGE N0. GE f. ~ 1'l~Y 5"E 457.69 a,iSx350 SIGHT r = wa E26 ' ~ TRIANGLE m ' ~ N83'5425'E 96,47 E73 A10646'U11! 7282 l',~~ ~ ~ :50 NEU5~'-~RIPARIAN a ~ E27 '
OF SUBSURFACE WAS wA I I 3590 ones ~~N~IiR TE TER pISPOSAI SYSTEMS. , I I New z4' w 1O0 YEAR ' UB[,!C W~' ~ ~ ~ C1 ~ w 4 W 4535'E 8.62 E74 518'00 "W 115,86 ~ R/W~ ~ ~ ~ BUFFE ~ ~ z ~ E28 21.22 E75 14 95.15
OTHER LAND USES NOT SPECIFICALLY APPROVED BY 5a.O0 PRIVAT w ~ ~ _ THEW WAKE COUNTY D(;PAR NT i C ~ ~-~DPLJUN 63.5425"!` A44.63 e 444.63 ~ C~6+ ~ ~4r ` ~ } ~ ~ E29 4'41 '111 100.91 E76 "yy 77.78
• - - - - _ RE{S) ~ PROPERTY 0 ti 7ME OF ENVIRONMENTAL I I DRAINAGE a1 tv ,7Q WNER{S, SERvICES ARE PROHIB(TED_ ALL CDS15 OF 318 APMW, TLC BY: At1Elti PIPkIN, MAN 'NG PARTNER 1 f EASEMENT ~ G 3113.70 3B1fi ~ ? , a Q 4 E3D N24'4ib1'1?! 17,62 E77 '3756~E 49.50
INSTALLATION ANp MAINTENANCE OF THE I V3 ~ ry1 f .1~ SUBSURFACE WASTEWATER DISPOSAL SYSTEMS E7 S87'1849'1V ~ ~ V ,y ?~'4 _ ' b a ~ u E31 'p5' 1: 28.93 E7B S.lS 2b4'N1 7S.92
Al.l COMPONENTS THERE ANO 257.37' ~ a ~ ~ PRIM OF SHALL BE THE SOLE 1 I J a 506 52 39 , Z ~ ~ a E32 N3 'D 30,67 E79 S35 253.25 ~ , ~ ~ x , m E33 13.93 E80 ' 411r 80.47 PRIMARY TREE . N
RESPON51f31LITY Of THC LOi OWNER AND HIS t ~ t". ~ t f CONS C? ~ ~ E3! 44 14 9.98 E83 t ' J"W 109.57 CONSERVATION AREA U ~?~`,g3~ u a o E36 ~ h ? . ' 4'28'581= 2,88 E64 St 'OD 31k 92.45
STATE OF rra ~n~ s~ccES N TITLE. x ~ 2a' ~ ~~~r~r I 5 20' WIDE NI:IJSE RIPARIAN 3 ~S ~3 ~ ? E37 74'58'397: 457.43 E85 22'0414 83.01
GUUNIY ,'~~11 ryr~ ~ 1~ i o > 5'x350' S ~ ~ BUFFI ~ a v 44,043 ft. ~ ~ N 4O i ,p t In s4 w ~ TRIANGLE 0.69 0 69 AC ZONE 2 ~ ? ~ E39 7' 1v 157.78 E8fi '375 49.50
C ~ w ~ +u • P IV ~TE p. I CERTIFY THAT T11E FOLLOWING PERSON(S) PERSONALLY APPEARE F 1 IV 1'0111 axes a o R ti t / } ~ ` to 41.00 E87 4"1V 67.51
ACKNOWLEDGING TO ALE ;HAi HE OR SH D ~ ORE ME THIS PAY, EACH Za 1 iw BASE FLOOp EL. 239.00 v N GC 0. , E VOLUNTARILY SIGN THE Fp G01 G DOCUMENT FOR E ~ I ) RFPE El .MERIT ,h ~ NEU PURPOSE STaTEp HEREIN AND IN THE CAPACITI• INDICATED: ~ ' 241.00 ~ , ~;J E~ 254,51 ' NEUSar RIPARIAN 107,557 sq. it. 136,339 sq, tt. Cx1 ~ 1st 20,00 E89 S45 '34'W 80.78
.a I 8,033 sq. ftti ~ B I~JFFE- ~ 2.4692 Oc1'ea 3.1299 ones r1; E42 583'51'2 'W 20,00 E92 S5734'37 287.50 BASE FLOOD EL 239.00 E43 48.03 E93 7"J9' 260.16
r -t / w ~ , DA _ ~ 2 ~ 50 NEUSE RIP AN ;1.9191 acres 0 1 BASE I'LOOD EL. 239,00 RFPE Et. 241,00 RFPE EL. 241.00 t E44 48.03 E94 '4 11,00
~ I BUFFER BAS FLOOQ 0 'YS•'~: RRIMARY 1TiEE ~ ~j~~', E4S g8 'S4' 1p 20,00 E95 NEW 20' CITY Qf' ly m 144tb1 6,92
i g EL. 239.00 ~j F'R I[' _ v SERVAAON AREA ~,p ~Qp• +RFPf EL. 24(.00 ~ `~SQ . 10Q YEAR ~ RALEIGH SANITARY tW E47 NOStiS' S'W 34.25 E9fi N4 [3'S7'W 15,51
M C M - _ ~,~0' WIDE NEUSE RIPARIAN "a / Y ISSION F PIRES.~ _r n ~ w ~ '"4 ar~~~Otd, 8UI'FER LONE 7 a ~ FLOODPL N a+ SEWER EASEMENT 34.25 E97 4• 1 1,95 ~ ~ C7 50' NEUSE RIPARIAM E'~ 185.01 It 545 58.69
~ o.02s Ac. ~ ~ SIP _ ~ P ~ ~ y, ~ E49 N 91.76 t2 4 21.48
i ~ Illl!'11111i111? ~ Jay r Q. 1 \ a; ~ f ESD p,~?9 Z' 1Y 20.00 L3 21.57 ~ ~ ~ ~ r "r' ESt S09 20.00 L4 42 ' 19.36
E'fi7 ~ o Efi4 ~ ~ 1, THE UNDERSIGNED PLANNING DIRECTOR OF THE CITY OF AREAS SHOWN pN THE PLAT IQENTIFIEO AS NEUSE RIVER RIPARIAN R •1 ~ ° t _ E~1 ' ~ , 0 4 20.00 t5 4 26.80
RALEIGH, AND REVIE OFF BUFFER SHALL i f~ON ~ ~ ~ ~ W ICER FOR WAKE COUNTY. DO HEREBY 8E AIAINTA NEO IN PERPETUITY IN THEIR NATURAL OR ^ E~68
CERTIFY T 1T SIEY~. THA THIS MAP OR PLAT MEETS ALL STA TORY M IGATEp CONE}fT10N, Np PER50N QR ENTITY SNAIL FILL, GRADE, ~ 0 9~' REO li ENTS OR RECORDING AN AT EXCAVATE, QR PERFORM ANY OTHER PRIVATE 6O ~ Vr•. 0'.,..,~, 4 'L• s ~ $ ~
A . _ D TN OF RALEIGH, N LAND-RISTURBING ACTEVI7IES, DRAINAGE Or TVA - `c~ I Y I15 qTY G THE -DAY OF ~ CUT, REMOVE, OR HARM ANY VEGETATION; NOR CONSTRUCT ANY ~ - ~~8 • O to EX. TY OF ~ ra \ ~ RALEIGH SANITARY
EASEMENT 8;1 DR .~1 TtIE YEAR _ OYE'p THIS PLAT OR STRUCTURES NOR A[H} ANY Ap41TIONAL IMPERIAOUS SURFACE, NOR - ~ 6
A A D AC ANYING SHEETS A ACCEP1Ep FOR THE CITY ALLOW ANIMAL GRAZING OR WATERING OR ANY OTHER AGRICUL J EASEMENT ~ .y~+ OF RALEIGH HE DEOICATIDNS AS SNO USE ON SUCH PRQTECTED AREAS WIT TURAL 319 fi~8 / 'yy ALTE SEWER EASEMEN - (28.85 ~ • ~ 8M 1998, PG 1
WN THEREON, 8UT ON THE ROUT NttITTEN AUTHORIZATION Or S STREAM RNATE C01~ FURTHER GONOITION THAT THE CITY AS FROM THE DIVISION OF WATER ! SU~1ES NO RCSPONSIgIUTY QUAL TY (pWO} OR 'COMPLIANCE WITH A Y ALTERNATE COMPLlAN E!p ~ ~85.0~
i0 OPEN 017 MAINTAIN THC SAME UNTII IN THE pISCRETIDN AND THE RIPARIAN BUFFER 1'ROTCCTION RUL[S f SITS DATA T - CONSERVATION ! { 5A NCAC 2B .0233 OR AB~.E , 'ONSERVATION AREA N85'33'18"tlr 4}3,91•. PLOODWAY
OPINION OF THE G IFRN G BODY OF THE CITY R IT .4259. THIS t - 65 ALEIGH 1S } COVENANT IS lO RUN WITH THE LAND, AND SHALL BE LO ARLA 22.5676 AC WIDE PER(ME IN 1HL 'IMT ES 0 D S BINDING ON THE OWNER, ANO ALL PARTIES R/W AREA ((.7419 A APMW LLC. 0.38 AC. 5' 1NDt: PERIMETER YARD EI EfP
t CLAIMING UNDER 11," T C , - UTAL SITE AREA 34,3095 ACRE$ DB. 1(937 PG. 1495 ,3s ac.
PIN t72U7138O
PL WING UIRCCfOR wkK ATE GOMPLIANC~ SECONDARY TREE OWNER:
/ E, COUh•TY RCYIEIti OFFICER CONSERVATION AREA
SCALE Hd FEET ti5' WIDE PERIMETER 'YARD APIIIIW, LLC.
0.5955 AC. 33U5 #109 DlJRHAM DRIVE
NOTE' 6 80 110 240 ssD ~ t} AREAS BY COORDINATE GEOMETRY UN 48a A ~ RALEIGH, NC 27603
LESS SHAWN OTHERWSE. 2) IRONS FOUND OR SET AT .AI.(„ CORNERS UNLESS SHOWN OTHER ~"'1 S PA~~ ~ S~' 1-06
3) ALL DISTANCES ARE HORf N9SE. ZONTAI. GROUND DISTANCES.
4) ALL S1f2t:CTS ARE pUBLIG' RII;HTS-OF-WAY UNLESS SHOWN OTHERWISE_
5) OTHER INSTRUMCNTS OF REGORp MAY AFFECT THIS PROPERTY. ° 1 ' 6) NO TITLC SEARCH PERFORMED FOR I INC SuR~ ~ ~ ~ JM SUB~IVISlON PLA SHEET
7 APR r TH S SURVEY. O TION^QF THE PROPERTY LIES IN A FEMa DESIGNATED FLO(1,'l ue~ean _ . - _ _ _
,Q Tncc nn. inr.~t _ _
AKt-A t P KU PnNet 3720172100J DATES 05-02-06. VsiV GFIAYtL HILL ROAD, SUITE 250 UnAwn dT a ? lSLG %ovivOCI' M ! IVIV AMLAS
e> PROPERTY IS ZONED Ir,u-1. RALEIGH, NORTH CAROLINA 27607 9) PpRENI TRACT PIN. Z7211484386 DHG FOR
IOj REMOVAL OF TREiS AND VEGFTA71(NV yNTHOUT A PERMIT FROM THE CITY OF 3319 HERITAGE TRADE DRIVE
RaiF.iGN IN DESIGNATE,') TREE AREAS 15 A VIOLATION OF THE RALEIGH ~ WAKE FOREST, NORTH CAROLINA 27587 CHECKED BY
MY CODE AND Wd.l FFSUL7 IN SIGM6fCAN7 FINANCIAL CONSEQUENCES. 1 08-04-08 CITY OF RALEIGH REVIEW COMMENTS 7587 sw SOUTHEAST
TELEPHONE: [phone] OR [phone] 40 CENTRE 354.1879 DATE OF
REV. DATE DESCRIP110N FAX: [phone] (Ral.), [phone] (WF)
R:12007-03J08S10703700R107037Lt7D\dwg\070375U8PLA7.dwg, 81412008 2:02:49 PM, DanGregory 62 (WF) 06-24-08 RALEIGH WAKE COUNTY NORTH CAROLINA 2

~ , ~ _ . _ ~
y i
' 0 30 60 gp rr f/', ,
{-440 t CITY OF RALEIGH SITE PLAN INFORMATION
' o graphic scale - , THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL ~Q
c v
t DEVELOPMENT NAME ROOFERS SUPPLY
~ INTEGRIiY DR ` I STREET ADDRESS
` NE VARIABLE ~ + W ATTACH EITHER THE FOLLOWING TO THIS PLAN:
1 I 1 i 11 III i A CURRENT CTiY PROPERTY MAP SHOWING THiS PARCEL OUTLINED. ~~'++rrl~I THE CURRENT WAK£ COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
WIDTH PRIVATE , ~ I l 1 , I11 it Ii I - WAKE CO, P,1.N. _neWly recorded BM2008,1624
DRAINAGE „ ti , i - 6 s~~ I i ,lox ~ i i 11 I I ZONING DISTRICT 1 OUSTRIAL-1 TOTAL SITE ACRES 1,225 ACRES
EASEMENT i ~ I 1 , Ii I I IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDmON5 ON PLAN M ° m
11 11 I 1 , ti 1 ~ t ~ I1 1 I PROPOSED BUILDING USE ARE OU5 0 0 ~
PROPOSED TOTAL BUILDING AREA (sq, ft, gross} 9,060 S.F. ~ o
SITE 11 ti~ III1 1 iI I~ II I PROPOSED BUILDING FOOTPRINT AREA {sq. ft, gross} 8,060. S.F. ~
~ 11 III Crl 1 i I ~ I ~s• ~ 1 lI t 1 MAX. BUILDING HEIGHT ~8' _ ~ " ~ r~
CA I 11 ~ i I i i , ~ 1 ~tT~ 1 N 11 O , r~.te.~{I t I { { OFF STREET PARKING: REQUIRED: 3 SPACES PROVIDED: 11 SPACES - W ~ o
p I eN I I O ~ ,.d ~ 11 BASIS OF DETERMINATION: 1/2 EMPLOYEES - 6 EMPLOYEES IE~--~~ ~ ,
iI O II 11 ~i i I I ' ` fill I ~ I ~ III I OWNER/DEVELOPER; I--' o
1 NAME{S} RFG REALTY LLC. Q ~ I I
N ~ ~'II III ' ` X11 ~ ~ ~ I i ADDRESS: 34 CONSTRUCTION DRIVE PIEDMONT S C 29673 0 ~ _
~ ~ 1 fl I III 1 VICINITY MAP ~ 1 I I o c>o i, I I I11 TELEPHONE: {864) 299-0055 FAX: [phone] m „ ~ E-MAIL ADDRESS: m ingo~rooferssupplyinc com ~ ; ~ w
91 ~ Ii I I 14 N l I C I I REFERENCE: BMi12008, PG 1624 dr 1626 ~ Q 11 I {I I PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN "c "
~ ~ it I ~ Q iII i NAME: TAYLOR 81AKELY - BLAKELY DESIGN GROUP ~ ~ 0 0
56,059 sq. ft. Ii ~ I ` ( I1 i 1.2869 17 acres f 1 I I I l l ADDRESS: 700 EXPOSITION PEACE, SUiTE 105, RALEIGH, NC 276i5 , d ~ m
VACANT 11 ~ i 1 1 1 TELEPHONE: (919} 870-1868 FAX: _.[phone] ~ w m
55591 SQ FT ~1 11 i I I ZONE INDUSTRIAL-I ~ ?a i I tl 3aZ8 SQ ~ E-MAIL ADDRESS: taylor~blakelydesian.net _ I--i a ~
1.28 ACRES ~ 1 1i 1 Ii I I 11I i III l 11 11 1 1 2.59 ACRES OWNERS SIGNATURE (Required prior to final sign-off only} ~ w
i1I ~ II i in filing this plan either by myself as the property owner(s) or W °o
N06'05'35"W I+I I III I - l1 I Iii through my duly authorized agents, I/We do hereby agree and firmly v
429.83 III II i ' bind ourselves, my/our heirs, executors, administrators, successors and ~ ~ assigns jointly and severally to construct all improve ents and make ~
IY iii I TOTAL i I1 I ' all dedications as shown on the site plan o e City. ~ ~
. U)I i Ilt l oI lIl i DATE: sEPTB,2D08 SIGNED:
- IX. SAN. sEWI - EX. SAN. SEWER MH
~ 1 1I i i TOP - 266.9: TOP - 266.92 ~ Q `INV IN-249.61 W
81.05 ~ I II I I INV IN-249.61 FWD! PAVING W I i i t l INV OUT-249: { INV OUT-249.41 A I ~ r ~ ~ a
. (3i ~ i 11 { I
S~J.~~J rn{i t I ' 1 + Il IX. 5' " 2 10.0 i 1 1 '54 25 E 1 I I{{{~ EX. 5~ CONC 1~.v URAPttIC I~ORI,IATI01( TAKEN FROM ~I~IAP PAEPMED NEyiJODI~IB LAND SURYEY(1RS• 'Q~ U SIDEWALK BOUNDARY i4 AS BUILT STREET INFO FFFF~~M BNK. ~ U
~g3 III iI 1 SIDEYyA W ~ ! 18.00 c~ I t I i I i I 2. ALL CONSTRUCTION SHALL BE PERFORI,i® IN ACCORDANCE WiTH THE g1RRENT CTIY OF RALEIGH STANDARDS, ~
8 04 24.00 (,1 i t I I l l p 10 1 it (I I i IX. 41~ l sPEaFlCATlD1ts ANo DETARS. o 1 EX. 41' B/B STREET 3. CONTRACTOR SHALL SECURE ALL NECESSARY PERMnS FDR CONSIRUC11oN sHOyM ON THESE PUTS. ~ ~
j~ CONC. WIiEEI.SfOPS II ~ i I I w/ 30 4. ALL DIMENSIONS AND STAKING PO11~(T LOCATIONS ARE TO BACK OF CURB UNLESS OTHERWISE NDT[D. I f~T/ 30 CURB dt GUTTER 8. ANY WORK SFfO}i~ 00~N T~HESE PIAtIS THAT IS FOUND TO BE IN CONFLICT WRN 7NE CRY OF RALE]GH ZONING
PAVING 11 ~ 1I I 151.00 2• t 2 Co 11 Iii I AND SETB/tCl( AEQUIREMENrS 51iALL BE II,IIrIEDIATELY REPORTED TO 1NE LlAAFN~D~SCAPE ARCHRECT FDR A[AIUSTId[?IT I Q LocATtDNS FOR EXISiMG UIILIRES SHOWN ON THESE PLANS ARE APPRG%Ii,IATE, R SHALL VERIFY
6' ABC N I i I l (n 11 I 11 1 PAVNG ON P I THE LOCAl10NS OF ALL UnLHIES AN~p SHALL BE RESPONSIBLE ~~00RR ANY DAMkGE TO~ PAVING ON PUBLIC R~ 1D BE 7: CONTRACTOR MALL AT ALL 'DI,IES MuNrAIN AD[:pUATE SAFErI' i~ASURE5, ACTMRES, AND BARRKAOES FOR
23.00 PROPOSED ~ ~ ~ 1 I ~ I 1 i o• caec sr oNE sroRr o Oo I l l i 1 1 ac ~o' cuRe 10' CABC STONE, 2 1 2' 12 THE PROiECHON OF Ali. PERSONS ON OR ABGUT THE LOCATION Of THE SiTE, I dt 3O' CURB $ GUTTER 8. CONTRACTOR SHALL PAINT SYMBOLS, INSTALL 51GN5 AND CONSTRUCT NECE55AItY RAI,IPS, AS PER 1HE NORTH
s 6aousE Bu~uING He SPACE R7- ~ .P I I I I l t S,F, 8e StG ecw P ~ ~ I + I i I I I CAROLINA STATE BUILDING CODE, FOR ALL HANOI PARKING SP/~ AS NOTED ON PLAN. 9. CONTRACTOR SHALL DELINEATE PAAIONG SPACE LINES, HANDICAP SYMBOLS, OITiECT10NAL ARROWS, LANE
VAN A(xE551BLE > I 11 1 i I i ~ µ4PoONGS, "sNP' MESSAGES. ETC„ AS SHOWN ON 1HE PLANS WrtH TRAFFIC MARKIl~ PANi ACCORDING TT) I i THE MMIUFACfUR[RS SPECIFlCAIKINS. USE TIRE PANT,
WI 4 Iit i ~ Ii I I1 SIGHT SIGHT iD. TALL NaRni cAROUNA aNE auL. GENII]: o i-BOD-s~-~ BEFOTSE DKxINc.
~ tl , ' i { i DISTANT I ~ DISTANCE 11. DENUDID ALTEA is 1.22 ACRtS, 12 THIS 511E IS Nor WRHIN A 1O0 YF~IR FIAODWAY FRINGE AREA.
i t ~ ~ 1 i Il EASEMEI cn ~ Il i ~ 11 1 1 i I~ EASEMENT 13. PROJECTED sANRARY SEVTEA FLOW IS APPROXIMATELY 164 CPD tiASEO ON 26 GPD/EMPLOYEE ASSUMING 8 EMPLQYEES,
t2 b 12 off I t N i I I d PAYING op I 11 I D I I l ~ li 1b SRE MUST BE SlABIUZED AND S[EDfD PPoOR TO ISSUANCE OF CFRIIFlCATE OF OCCUPANCY,
2' 12 I i iR ~ 1 1 1 12 OH ~ HC CESSIBE.E I I 1 I I I I i
1 HC kCCFSSiBIE R 2~ HB R w/HC til N 11 i i I i i
N o B Aec I it i~ 11 1 O o 0 0 111 1 I i i
co o - i fa ~ ill l - - o- - t5 CONCRE'~ PAVE I i l ~ r 11 1 1 ll i 11 i
0o cWn o° i t I z I i I 1
~ o .99 REraININc WAU. R~ ~ I I I rn III I o ~0 I t III I D ijyil (v
I • I I I I If 11 I TYPE R7-8 SIGN j~ ~ I ~APPROYED FOR USE ~ k
16 f I I I1 I ~ ~ PAV1 I I I III I 15 NG I ` I 1 UNDER G.S. 20.37.6 . ~ ~ r
61150 S FT o I 11 60.0~? 4 N o e ABC I I I i I - A
1,40 ACRES o 0 70.00 I i I - DuMPSrERS 53,383 sq. ft. o I 11 41.o I I I ZONE INDUSTRIAL I W B' HT. YVOODEN o ' + I
1.2255 acres I i i t I VACANT ~ENcE oN s coNc. I ~I i I U
SLAB, PAINT TO MAT I I l I i I I I it I I
BUILDING PANELS 1 11 i Ill l w it Ii t l ~ I I _ ~ ` err .:..NOTE: FOR THIS APPLICATION
~ i ll ~ I I ~ I III i I ~ I I THE 51GN MAY BE MOUNTID ~ ~ 11 I i HEIGHT TO BOTTOM OF SIGN WHEN GN A POST, THE BUILDING LL1
~ a I 1 I 11 I I 11 f I l t 11 ~ 11 I I FACE A COLUMN OR Z li ( PEDE5iRIAN PATH FROM CAR TO
' i 11 I 1i { i I1 I i WALK DOES NDT PASS BY OR ANY OTHER FlXED Q i A I i UNDER 1HE SIGN, MOUNTING SURFACE.
! II 1 191' ~ 01 i I_ y I ~ C~
I I I L I 1 i 1YPE R7'8 SIGN APPROVED FOR r
l 1 rl I ir= I I,~y~ USE UNDER G.S, 20-37.6 HEIGHT 1iD BOTTOM OF SIGN WHEN ~ '
~ I i ~ ~ I I PAVING ON PU81lC R TO t0 ~ I t 1~ .I PEDESTRUhN PATH FROM CAR TO WALK ~
~o• cnac sraNE, 2 ~ z' h2~ l i i/~ I 11 I I j i ~ P ES BY OR UNDER THE SIGN. ~ , r
& 30' CURB c4 GURER W / / / I I II i / I 1 ` ~ 3815 - , ? i i I ~ ? I ~ tJ
~ _ l,.i i ~ . ~ III l p 23o.a~ _ 1~., ,
Z• o S~ ^ - --r.s-~ i i i ii ~ ~ O
l 2' a _ - ~ I I IX. 6' CONC _ - w~-- - I { i .t.•..•
SID ~ _ r a..---_ - I l i . , EWALK - ~ - - I l1 - ~ $9' III 1 ~j I i
--~$r3' ~~~-ss- II I ~ I i HEIGHi~9F R7-S TYPE RESERVED PARKING SIGNS ~ I ` I I AS PRESCRTBm BY THE N.C. STATE BUILDING -7 ~
- - - 1 rn ~ • PVC sA~'I. s 1 I I 4 I I CODE, VOLUME i-C, ACCISSIBILTIY CODE z
x - j EXIST. $ _~-ss- 1 1 i- - I INsF _ mss i t 1,, i I BECKON 4.1.2 O
~ WW..~~,,~~ o b mss- - ~J HC RAAiP5 AT r mss- 1 I' ~ Q 41 I ~BEWAUC ~ _
LIC - ~ ? t 0 P 111 ~ ~ ~ HANDICAP PARKING DETAILS ~ U lyl I I I
VV~~ I Ur
\~I ~
_~ss---~ - Etc. SAN. S EX, SAN. S MH Z p TOP - 262.$ ~ TYPE Tn-e r!< rrr-TID oR
- ~ ~Y TOP - 262.$ - 15x350 SIGHT ~I INV IN-236.27 , -r~r i _ INV IN-238.27 \ ~ m VAN R7-BE RTSEFtVFD PARNWO sda~ MIN. ~ LLJ
EX. 41 B/B STREET TRIANGLE 6i INY IN-235.97 .r IX. SAN. SEWER MH 1~/ 30 CURB & GUTTER INV OUi-235.77 INY IN-235.67 ~ ` ~ INV OUT-235.77 ACCESSIBLE ~ .p Y z
TOP - 250.63 I I 1
INV IN 237.83 ~ I INV OUT 237.65
~ 1 ~ ~ 12' s~ ~ i ~ ~ ~ ` VI AN A~cESSI~ ~ ~.1~ CD
l • ~ 1 { I j ~ O N
1 l ~ 1
- i l ~ ~ RESERVED d L
I 1 ~ 1
} PARKING ~ACFS MAY °R
/i~ ~ ~ Tlfi" Ikt~,-doer-}- flB' MIN. 'DUTAm.E
i COLORS: I--~Ta~" ~1N. ~~H~ DATE SEPT 8,08 sBB' I,IIN,
L ` i/ ~ LEGEND & BORDER -GREEN e~ ~ SCALE 1 "=30'
_ WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE
' ~ ~ DRAWN BTe
-4X DF 1H T U~ NUMBER OF PARKING
~"--'12"---~ FORCUBE BY DISABTN~LED/HANDINCAPPED PERS4NS~. ~ JOB N0.
I I I T1PE R7-$ - PAR~UHG SPACE~$ SHALL BE AT LEAST REVISIONS
I PARKI x,LOTS 9ii" WIDE WfiH A MINIMUM OF 60' WIDE ACCESS AISLE. 11-3-OB 81B REVLSED PER
},,~i SPACES SHALL NOT BE MMORE THAN 20D fEET FROM TYPE R7-8, R7-TjD PARKING SIGN ~AX~IVIUM AN ACCESSIBLE ENTRANCE dt OR CENTRALLY LOCATED C.O.R. COMMENTS
APPROVED FOR USE UNDER WHEN THE PARKIN Ldi SERVES MORE 'THAN DN BUILDING. 1 ~ GENERAL srATUTE 20-37,6 °i PENALTY - aNE Ip pGHr ( in 8y AocESSIEILE PARKING
y~~o•O~ SPACES OR A INI UTA OF U~E, WHICHEVER 15 THE GREAiFR
I • f I ~ff ~WP; NUMBER SHALL BE Y~ ACCESSIBLE ANb $ BE I IDENTIFlE'D WITH 1HE WORDS 'VAN ACCISSIB~ON AN BEGINING JANUARY-1, 1989 ALL ACCESSIBLE ABOVE GROUND SIGN, VAN ACCESSIBLE PARKING SPACES
PARKING SPACE INCLUDING THOSE SPACES SHALL BE OPEN TO ALL VEHICLES PROPERLY IDENTIFIED
EXISTING PRIOR TO JULY 1, 1979) SHALL BE 12w IN COMPLL44CE WITH GENERAL STATUTES 20-37.8 SHEET REQUIRED BY GENERAL STATUE TO BE TYPE R7-8D
IDENTIFIED BY AN 117-8 AND R-7-81) SIGN. SITE DEVELOPMENT c
u.

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0 30 80 90 l~ ry
. 1-440 - - CITY OF RALEIGH SITE PLAN INFORMATION
s THIS PLAN REQUIRES APPROVAL BY PLANNING COMt~(lSSION OR CITY COUNCIL
u graphic eeole c YES No -
v DEVELOPMENT NAME ROOFERS SUPPLY `
STREET ADDRESS 3826 GENE~gSffY COURT. LOT 15 SOUTHEAS-T 40
` , I INTEGRtiY [Nt } i ATTACH EITHER THE FOLLOWING TO THIS PLAN:
NEW VARIABLE I 1 II I ~ II t A CURRENT CITI' PROPERTY MAp SHOWING THIS PARCEL OUTLINED. ,r„ti,ti
1~IDTH PRIVATE I ~ I i ~ 11 THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
fl I I DRAT AGE " I N ~ I WAKE CO. P.I.N. newly recorded BM2008,1624 ZONING DISTRICT INDUSTRIAL-1 TOTAL SITE ACRES 1.225 ACRES ~ ~ ~ -
$ Ii I I NFS { l t IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDITIONS ON PLAN ~ ° a
EASEMENT I , I ~ ~ iI I I n ii PROPOSED BUILDING USE WAREHOUSE ~ ~ 4
~ ~ 1 I + ~ I " PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 9,0 0 ~ Y
~ III I SITE ~ , Cx 1 I 1 I PROPOSED BUILDING FOOTPRINT AREA (sq. ft. gross) g,p60 S.F, o
I r~l I I I I I 1 MAX. BUILDING HEIGHT ~8' ~ 4 o k o .
1O W ~ i I I ~ cA 1 I ~ III I ~ f ~C~ ,I OFF STREET PARKING: REQUIRED: J SPACES PROVIDED: 11 SPACES •I ?
N ~ i III I i BASIS OF DErERI~INAl10N: 1 /2 EMPLOYEES - 6 EMPLOYEES ~ m W
~ ~ bI 111 O III , ' OWNER/DEVELOPER:
~ II l fTl ~ I ~ I 1 I ' l NAMES} RFG REALTY LLC. Q ~ m I i
1 r i 111 I lv I I { 1 ADDRESS: 34 CO STRUCTIO DRI I D 0 S 2 673 ~ c a_
~ I I I I N 1 n II rC , TELEPHONE: [phone] FAX: (864} 277-2609 0 ~
VICINITY MAP oa ~ i Q I i Q ~ l1 I E-MAIL ADDRESS: in o®r rssu I inc.com ~ ~ ~ W
14 N~ I~IC~ { REFTRFNCE: E31,d2008, PG 1824 k 1626 - Q ~ W III I PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN N v 0
o i 0 i1 I ~ 56,059 sq. ft. 1~ I i I I I I ~ I NAME: TAYLOR BLAKELY - BLAKELY DESIGN GROUP ~ p o n
1.2869 q~ 1 17 acres of 1 I i ADDRESS: 700 EXPOSITION PLAC SUITE 105 RALEIGH NC 27615 T ~ d c io TELEPHONE; 919 870-1868 FAX: [phone].J ~
A T v ~ II l V CAN ~ I ~ III I 55591 SQ FT ZONE INDUSTRIAL.-! y 1 ~ EX. CURB INLE
II 1,28 ACRES ~ l 1 I if TOP - 257.31 -EX. CURB INLET 113C28 SQ FT E-MAIL ADDRE55: taylor®blakelydesign.net I"I ~ g TOP - 257.31 2,59 ACRES OWNERS SIGNATURE (Required prior to final sign-off only} ~ ~ ~
~ ~ I I 4~ I INV IN-252.31 iNV IN-252.31 - in filing this plan either by myself as the property owner(s) or W n
~ I I OUT 2521 ~ r ? ~ I / I NV INV OUT 25211 through my duly authorized agents, I/We do hereby agree and firmly ~
N0~ 05 35 yV I ~ / I 1 r~x. CURB INI ~ 1 / I / l i - , ~I I \ lS I I TOP 257.. -EX. CURB INLET bind ourselves, my/our heirs, executors, administrators, successors and A j TOP - 257.35 - assigns jointly and severally to construct all improv me and make U
429.83 , ~ ti ~ ~ / , ~ ~ t 1 \ I/ i I INV OUT-252 INV OUT-252.58 aEl dedications as shown on the site plan a a the Ci ~
- TOTAL i ~ ~ I / ~ I / ~ I N ~ RCP { +
/ / t / / I I ! t ~ ~ ~ EX. SAN. SE1h DATE: sEPrs,2oas SIGNED: Ex. sAN. SEWER MH ~ Q
~ i N i ~ t O I I TOP - 256.9. TOP - 256.92
i / ~ ~ ' ^ ~ ~ i I i ~ I ' I I I -249.6 I i ! l0 Es7 ~ I f i I NY N t ~ Ch ~ ~ FtiISH PAVING 1 W 1 I OUT-249 INY IN-249.$1 w II INV OUT-249.41 ~ OTES ~ o
M N i ~ ~ I NY N ~ tl i i I ~ ~ I i
(Jt~ nl N~ / , i "i 11 I N~ ~ ~ r + ~ 255.05 - m l I iI Ex. 5' 11 IX. 5' CONC t. 1OPOGRAPHIC INFOR~1AnoN TAKEN FRO11 ~ PREPAAFD NEWtX11,iB UND SURVEYORS, Q~ O
I , ! I N$3 5 I m Ii I 57sIDEW~ I I + 5s~+ I i l ~ J I I I 1 5 ~ ~ ~I x I 11 I i ~T~7SIDEWALK BODNDARY k AS BUILT SLREEr INFO FRO BNK. ~ 2, ,41 (~FrSIRUCIION StIALL BE PERFORI,Im IN ~ WRH THE CURRENT CIFY OF RAI.OGH STANDARD"a ~ ~
~I•., i l` 4 I 1 266.5 258 ~7' I C,{ 1 III I sPECIncAnoNs AND DEruLS ~ a
I I 258 x •4 258.0 ~ ~ / l Il i i EX. 41» 1 I I coNc, WNEEI.SiOPS I ~ / I i I W/ 30 1 E7(. 41' B B STREET ~ 51WLI. SECURE ~ NECESSARY PER~fRS FDR CON5IRUCTIDN SHOWN ON THESE PLANS. J 4. ALL DI ENSIGNS AND SLAKING POINT LOGTIONS ARE 14 BALK OF CURB UNLESS OTHERWISE NOTED. W/ 30" CURB k GUTTER e. ANY WORK SHOWN bN 1HE5E PI~WS THAT IS FOUND TO BE IN CANFL1Cr WRH 7HE CRY OF RNEIGH IONIN~
I i i { 1 1 1 ~ 8. P~ pR1JN f1NE / ( PAVING ~ Q I I I AND SEIEALI( REOUI ENiS SHALL BE 11~11,1ETHAlELY REPORLED TD THE SCAPE ARCHRECT FDR ADJU ENr I 8. LDGTK)NS FOR E>a5RNG UgLRRS SHOWN ON THESE PLANS AAE APPROIII TE; CoNLRACroR SHALL VERIFY
l i i ~ ~ TIE ROOF D0 1 2' I-2 i I I 1 1 268.4 ~ r 8' AEECI 00 I ro I 11 1 1 I i I 1 \ 1 ,74 ! N I I I I i PAVING off I I THE E.OCAiIONS OF ALL UiILIBES AND SHALL BE RESPONSIBLE ~~00R ANY DAIrIIIGE TO SAME
1 1 1 1 1 1 PROPOSED 1 / to II I 10• C»ABC 5 PAVING DN PUBLIC R TO BE 7. OONFRACTOR SHALL AT ALL TIDES I,IAINuIN ADEAUATE SAFELY I~FJSURES, ACTATfIES, AND BARRICADES FOR 10' CABC smNE, 2 1 2' I-2 THE PROTECLION OF ALL PERSONS DN DR ABOUT THE LoGnaN of THE SRE,
. 1 1 1 \ \ ONE STORY ~ J / I ~ { I rt 30 CURE 1 1 1 1 1 WAREHOUSE EIUI.OING _ ~ ( I ~I I I I ~ ~ 30' CURB ~ G 8. OONFRACfOR SHALL PAINT SYI,(BOLS, INSTALL SK;425 AND CONSIRULT NE1CE85ARY RAMPS, A5 PER THE NOR1H CAROUWI SPATE BUILDING OODE, FOR ALL HANDICAP PARKING SPp~ AS NOTED oN PLAN.
I 1 1 \ 9,060 S.F. HC SPACE W/R7 i 1.7 / i I 1 1 1 1 1 1 11 2 F.F.E. - 8a SIGN kRAMP / ~ ~ c3? I \ / I I I I 1 9. SHALL DEUNF1ITE PARIaNG SPACE LINES, HAND' sYI~IBOLS, DIRECnoN4L ARROVIs, LANE f I AM RI~Nrn"SLDP' IffSSA~, ETC,. A5 SHOy~N ON THE PLANS ~IRFi TRAFFIC IdARIONG PAINT ACCORDING TO
1 1 1 1 \ 59~` 2ti9.a YAN ACCESSIBLE / z ~ , / 1 ~ i s ~ I ~ I I i 11 1 I I I ~ , 258. N 0 I SIGHT THE IMNUFACTURER'S SPECIF1CA11oN5, USE AFIRE PAINT, I SIGHT 14. CAII NDRLH rMoLINA ONE GLL cEHiER d 1-800-832-4¢49 BEFORE aCINNG.
1 0' I 1 \ 1 \ .1 , - ~ ~ I I DISTAN 11. DENUDED AREA IS 1.22 ACRES, I I DISTANCE 12. THIS 5RE 15 DT WRHIN A 100 YEAR FLOODWAY FIBNcE AREA
. 1 { i ! v~! I I~ 1 1 \ 1 1 ~ ~ .s , ~ I EASEME i I, 13. PROJECTED SA~ITARY SEWER FLAW IS APPROCGi,{ATE1Y 160 GPD BASED ON 26 GPD/E1~IIPL41'EE ASSV~IING 8 I I EASEMENT ~L~Q~EE~.
1 \ 2 '+1 t 1 1 ~ 12' cAeloi~r , off I I . i c4~ 12 1 1 I u? ~11 14y SRE MUST BE STABLaED AI~RI SEEDED PRKIR TO ISSILANCE OF CERTFIGTE OF OCCUPANCY.
I i I I E ~ PAVNG 1 i11 2js l l ~ 258 i ~ ~ i
{ i N 12, ~ PEO. ~ I-2 C I I 1 1 1 I N (Ji DI.E ~ HD I ' ~i ~ 2~~ I~IPERVIDUS AREA -32,121 S,F: (.737 AC.) .
1 1 1 U'I I PED HC ACC1~51 ~ a'~aBC W~HS I a' i` i i I 1.1 ~ _ ~ ~ ~ i ! ~ Ii i M1l N O 1258.9 i/ 2 ~ } { I I I tt I
~ ~ 6.-~- ~ ~ III N CP W I O 298.5 $ Cpi1CRiEiE PAVIi1G I r i I
~ N I i pD ~ t rl~~ I I t z 1 1 i +i i ~ ~ ~ ~ C~
I I I E,r,1 1 .s .5 8.. I I L m 11 i I I I 264 RETAINING WALL 'l~J i I i I ~ j ~ N
DISCHARGE F 1 1 i I ~ I I ON CONC.IS 2 1 1 PROVIDE RIP RAP DISSIPA ~ I (I I 1 ~ { 1 ~
l l x 5 ~ /i I 16 I 1 1 25~ DEEP, usE 10• cuss "D ~ / + i i ~ sroNE. ~ . I it ; ~ N
i 5+ ~ / i l l 1 I i PAVING ! ( ~ I/ I i 61150 SQ FT 11 I I ~ I s ADC ,~,Z y \ / I I i t
I i _ ` 1.40 ACRES i - - \S ~ I I l I~
DuMI~ R~ 53, ~ , s ft. 252 I ~ S i ZO E I DUSTRIA -I 'I - - \ I i l N N L W Ei . VrooDI1N I , v ~ 1 1 1 111 ~ Z
VACA FE1V N Is° CoNC, 1.225 I NT II I EX. CURB INL
SLAB P TO TCH I 5 I I IX, ~ Nn '~A I 7 GRAVEL SURGE E I I BUI 1 P \ Bt~iIND ,bS tz~ DEpEti ~ I TOP • N ANEL9 i \ ~ ~ ~ I1 1Nv o ~ 1 I TOP 254.79 r,.._ - ~ ~ ~
I I ' ~ \ 810-RErENnoN AREA ~ 1 i 1 1 1 I ` I I INY our-24s.s W
I l i I \ \ 3,637 S.F. (3,475 itEOb.) _ f ~ i i I 1 1 1 I \ \ 3'x3' YARD INtEr - I I I I
' I 1 TOP GRATE-250.8 ~ ~ I I I \ ~J RC I I I 2 15'~-- ;p I II l tY I Q
• I 1 S ~ I 1 1 S 6. sEE LiEIAIL o- ~ 1 I l l 1 \ ~ I i ill I t i ~ c~
\ ~ l 1 1 1 ~ ~ ::r : ~ E
1 1 1 ~ ~ ~ w:;;~:-• 1 I E I I
1 _ ' W \ ~ Il EX. a LEI'
PAVING ON PU811C R/IN B ..:.::•';w.:=::•~'....::::::::::•:: y I / . :;:._:::-::+~~M~.'• •~-~::w:: ~ TOP L25 71 a. e ~ILEr TOP I~112544~~,,71 z
. 10" CAELC STONE. 2 1/2 2 t ..::~~.::.;r:-' ::k. / "/1 do 30• CURB do CUTTER 1 1 ~ / O INV 0 ~2 .1
P DE • S T 251.2 251 / ro ~ RD41 pRAIN - ~ ~ / ~ I I TO PICK },i? 11 INV O`jII~29159 ~ G,~ , , g
t ~ -1. 1 1 _ _ II - WATER IN R AY L` _ ~L- - ~ 11 I do DNERT TD 251 ~ 11L~ ~ I i I I ,
BID-REEENTIO~N ~ - i t { ( w II ~ i i ~
\ - ~ ,i / I ~ Iii i a EX. 5 CONC Q- / \ ~ I I I
` SID ALK RCp / I 1 _ .89 11 1 . -I - ~ ~ I i
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_ - rn 36 RCP , C SAN. S ER ~-ss- ~ ~4y1 ( i i f z p
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60 1 , Il - - ,S _ 11 ~ , E RIP RAP DISSIPATOR r__---~~~~~~'~ ~7(. CURB INLET 11 I i O
~ Q~~-~ 4' WIDE x 8' LONG x Z?' TOP - 1~ I -55-x[' ~ ~ DEEP USE ~ ~ ~ _
,~..r...-ss- ~ _ ~-Cl~ss~.~ 243.81 r; --.mss-- ~ _ _ 1 OUT-243.61 1 EX. SAN. SE~ ~ P _ Nv 11 _ ~~'I - ~ O
• r , 36 RC 1 TOP - 252.83' ~ "`err 15' 350 SIGHT 01 ` ~ 'l INV IN-238.27 TOP -~252.83~ MH ~ ~ INV IN-236.27 ~ ~ \ \ W
•^~l~~~~fv IX. 41' B B STREET TRIANGLE !1 INY IN-235.97 INY IN-235.97 ~ ~ W
~ ~ EX. SAN. SEWER i~H W/ 30 CURB & GUTTER INV OUT-236.7 - TOP - 250.63 EX. CURB INLET ~ 1 INV OUT-236.77 ~ ~ \ ` \ ~ z ~
INY IN-237.85 TOP - 251,31 ~1 11 1 ~
IX. cuRe INLET INV OUT-237.66 INY IN-242.45 EX. STORM f~{H 1 t • TOP - 250.69 INV OUT--24 I ~i ~ ~ \ ~ 0
INV IN-241.65 2.25 TOP - 253.23 INV IN-247,76 N TH ! t INV OUT-241,46 I 1~ ~ \
• ` ~ INV IN-245.30 S
- I INY OUT-244.22 i x ' I o ` I , , I ~
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~ DATE SEPT 8,08
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GROUND ELEVATION - 249.85 W
2' WIDE STONE MAX. PONDED WATER DEPTH 9"-12" J
# 57 STONE a
12" DEPTH 6" C 6" CAPPED CLEANQUT PIPE ~
°F ~y~H4 24" 48" OVERFLOW BASIN W/GRATE HY TOP= 250.6 HYBRID BERMUDA SOD (n ~ -J
SHEEP FLOW 22'-0° WID x 178 -0" LONG
- TOP BERM = 252.0 ~ ~ O
TOP SPILLWAY = 251.5 ~ ~
2.5 2.5 2,51
i ~ z
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N 1 r LIMB OF PAVEMENT IIIII IIII SOIL MIXTURE- CRITICAL IIII IIII
IIII- Q
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INFILTRATION RATE OF ~ SOIL MIXTURE DO NOT COMPACT SOIL MIX OR Z
. 1~-2°/HR. (see specs) ia USE HEAVY EQUIPMENT TO _O I-
85-88% WASHED SAND
1 10-12%' FINES PLACE SOIL MIXTURE F-~-- Q
3-5% ORGANIC- PEAT MOSS Z ~
P INDEX TO BE BETWEEN W
- ~ w z
_ = III II~IIIII x 4 WASHED SAND w N 8" WASHED ~ 57 STONE ~ ~
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GEOT~rnLE FABRIC IIIII-IIIII II =IIII ~ = IIIII-IIII1 III ' OVER SAND & STONE =VIII= ~II
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6" PERFORATED SMOOTH WALL UNDERDRAINS
~.5% W/GEOFABRIC SOCK PLACED LONGITUDINAL 38' - 18" HDPE PIPE - °E PIPE -INV. OUT= 243.8 DATE SEPT.9, as
IN BASIN CONNECT TO YARD BASIN 3'x 3' INSIDE YARD BASIN
ARD BASIN SCALE 1"=30~
DRAWN HTB
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TYPICAL SECTION THRU GRASSED BIO-RETENTION SCHEMATIC NTS
~1T10 N BASIN R~,S,aNs 11-3-48 BIB REVISED pER
C.O.R. COhI1~ENTS
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l-M~ CITY OF RALEIGH SITE PLAN INFORMATION P""' ' ~r
r 0 9mphk: ewb TF11S PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL
c v YES NO
DEVELOPMENT NAME ROOFERS SUPPLY .S'~;
~ INfEGRnY DR 1 I STREET ADDRESS , 3826 GENEROSIIY,CQ~JRT. LOT 15 SOUTHER-ST 40. ~'~,YS~O'
E ARIABLE II N ~V V ~ I ll l ATTACH EITHER THE FOLLOWING TQ THIS PLAN: A CURRENT CfIY PROPERTY MAP SHOWING THIS PARCEL OUTLINED. ~ q 1u8~`~~
Il, + THE CURRENT WAKE COUNTY PROPERTY IDENTIFlCATION NUMBER P,I.N.
~IIDTH PRIVATE l { + 1 + 11 { }HAKE CO, P,1,N. newly recorded BM2008,1624
R III I 1; DRAINAGE t , 6 ~ ~ I I I ZONING DISTRICT INDUSTRIAL-1 TOTAL SITE ACRES 1,225 ACRES a ~ m ~ n c
3OK ~ I 1 I N EASEMENT I I p III I IF IN A CONDfTIDNAL USE DISTRICT, SHOW THE CONDmONS ON PLAN N ° m
~ ~ , 11 l I PROPOSED BUILDING USE WAREHOUSE ~ ~
yll t Il PROPOSED TOTAL BUILDING AREA (sq. ft. grass) 9,060 S,F. o e
SITE II 1 + l to I 1 I I PROP05ED BUILDING FOOTPRINT AREA {sq. ft, gross) 9,064 S.F. ° W Y ~ rn a
1 + US:Io W ~ + 111 t MAX. BUILDING HEIGHT _ 28
OO ~ ~ I1 y + cD l I~~ I ~ p + III I OFF STREET PARKING: REQUIRED. ° " ~ 3 SPACES PROVIDED: 11 SPACES ~ Z o
1 ~ ~ ''d I ~ I I BASIS OF DETERMINATION: 1/2 EMPLOYEES - 6 EMPLOYEES ~
O 11 1 I f~, I I I f~ j IYl ~ + ~ + 1 l l OWNER/DEVELOPER: a m NAME(S) RFG REALTY, LLC, i
I ~ ~ rc ib I
N ~ }I I11I I1 I I ADDRESS: 34 CO STRUCTION DRIVE PIEDMONT, 5 C 29673 ~ o n° TELEPHONE: [phone] FAX: X864} 277-2609 ~ ~ °
N ~'ti I 11 1 1 VICINITY MAP ~ I O Do ~ I 11 1 Tk E-MAIL ADDRESS: mrwingo®rooferssupplvinc.com `J ~
x ~ it I + . 14 N 1 I ~ ~ I REFERENCE BM2008, PG 1624 & 162b I I PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN 'c "
O ~ ~ , III I a I:O ~ I ~ 56,059 sq. ft. , + I I NAME: TAYLOR BLAKELY - BLAKELY DESIGN GROUP ~ p o 0
I 11 1 ~ 1 17 .2869 acres ~ I ~ III l ADDRESS: 700 EXPOSmON PLACE, SUITE 105 RALEIGH4 NC 27615 LL ~ o
VAC T I-o ~ Il I TELEPHONE: [phone] FAX: (919} 870-0752 ~ ~ a
~ ~ ~l I I I 55591 S FT l ~ 11 EROSIO Q ZONE iNDU5TRIAL-i + ~ EX. CURB INLE CO TRO I L LEGE D ~ -EX. CURB INLET 1 ~ 3~2$ SQ FT E-MAIL ADDRESS: taylor~blakelydesian.net f--I g
1.28 ACRES F3 I I yl ll TOP - 267.31 ~ ~ I 1 l _ Fj + I I iNV IN 252.31 TOP - 267.31 2,59 AeRES OWNERS SIGNANRE (Required prior to final sign-off only) ~ ~ ~ INV IN-252.31 in filin this Ian either b m self as the roe owners or W $
I r S I I INV OUT-252.1 ~ u f S + ~ 1 IItY OUT-252.11 g P Y Y P P S
Nay a5 35 W I ~ I\ ~ I , iEI~ORARY SILT ~cE , \a ~ , { I Ex. CURB IN through my duly authorized agents, I/We do hereby agree and firmly ~ ~ -EX. CURB INLET bind ourselves, my/our heirs, executors, administrators, successors and ~
I X31 I ~ cs I 1 TOP - 257.: 429.83 I ! ~ ~ , TOP - 257.35 assigns jointly and severally to construct all imp ments and make U
I , I ~ { I INV our-25. TEMPORARY DNo~wN d~ TOTAL , r + I l y + INV OUT-252.58 all dedications as shown an the site plan o the City.
I ! r I N Cp 1 1 DATE: sEPT,B,zooe SIGNED:
. • ~ / ! I TEMP DNERSION D ~ • ~ I I 1 r + ~ ~ IX. SA . 5 1E!{IPORARY CATCH BASiIr ~ ! ! ~ I + N EV! EX. SAN. SEWER MH ~ L
RISER FN.lER I i r te N I f r ~ y I I TOP - 256.9 I ~ ! (p n ~ ~ I ! ~ I y I INV IN-249.6 I ~ ~ ~ I y I I TOP - 256.92 ~ ry ~ INV IN-249.61 w Q
N ~ N 1 r W ~ 11 1 INV OUT-249 M !(7 ~ + f ~ I INV OUT-249,41 NOTES ~ o
N i ! I ~ I I + I I I
N~ r { I » I r ! fill + 1 NN , ' I 255.05 _ f { I II Ex.5 • Td~ORARY ooNslRUC110N ~ / I N$3 I y 751DEWI I ~ U 11_~?EX. 5 CONC 1. TOPOGRAPHIC INFORMAnON TAKEN FROM,I~GW PREPARED NEyLCOMB LAND SURVEYORS, rn ~ ~1 /SIDEWALK BouNDARY rfe As ~mr srREEr INFO FRGMM BNK ~
CE + I I 1 I I I I I ! ~ 1 1 E11jIRAN I l t7~ ~ I11 l y I ! 1 ~ y ~i` 2. ALL CONSfRUCRON SHALL BE PEtt~OR1~E0 IN A~ORDANCE IVRH 1HE WRRENr CnY OF RALE1GIi STANDARDS, I SPECIflGTI0N5 AND DETAILS. ~
~I~l I l I { I - / I ! 11 ~I ~ 4 III { I l ! I ! I o Il y EX. 4i~ ~ / 3, coNTRAL70R sHALi. SECURE ALL NECESSATtY PERMms FDR COFTSTRUCIION SHO}~t oN THESE PLANS. ~ J I EX. 4i B B STREET ttMM 4. ALL D ENSIGNS AND STAKING POINT LOCATIONS ARE TO &ICK OF CURB UNLESS OTHER~TISE NOTED.
y l l I l 1 ! i r I I l y W/ 30 I I I t l 1 1 I 1 r w / ~ t ll I 1 W~ 30 CURB & GUTTER 6. ANY FORK SHO1kN 00NN,, T~HESE PLANS THAT Is FOUND TO BE IN GoNFLJCT THE crtY OF RALr]GH ZONING
I 1 1 1 / AND SETBACK flEQUIRE4EN15 SHALL BE ~,IMEDUTELY REPORDD TO THE ARCHRECT FOR AlLIUSTMEN[ 1 6: LDCATIONS TAR E%LSTING IIiILtT~S SHORN ON THESE PLANS ARE APPRO~CONTRACTOR ~LALI VERIFY
1 1 r J~! y l ~ ~ IIII sroRM DRNN INLET PROrFCnoN 1 1 1 1 ~ 1 11 / ' r rn/ 1 + y e l l 1 THE LOCATIONS OF ALL. UBLn16 AN SHALL BE RESPOt~SIBIf FOR ANY DAMAGE TD SAME. 7. CONiRAC10R SfWl AT ALL nMTS FAIN ADEQUATE SAFETY MFASURT~, ACTNIRTS, AND BARTNCADES FOR
y l ~ 1 ~ ~ r ! l y l l l I 1 1 1 1 1 ~ ~ ~ / ~ I I I THE PROTECTION OF ALL PF~NS ON OR ABOUT THE LOCATWN OF THE SITE, I ` 4 CONTRACTOR Sk4.t FAINT SYMBOLS, IN5TAL1. SIGNS AND CONSTRUCT NECiS5AR1' RAMPS AS PLR THE NORTH
1' 1 1 1 1 N r Qa I I I I 1 1 , N Q ,I I ~ CAROIJNA SPATE BUILDING ~ FOR ALL WhNDICAP PARIONG SPACES AS NOTED ON PUW. I 1 A, SHALL OEIAVEATE PATa(ING SPACE LINES, HANDICAP SYMBOLS, DIRECTIONAL ARROyyS,
1 1 1 \ \ 1 1 I ! ~ CP ~ +~I y y l 1 1 2J~ I r I I I'STOP' ME55AGES, ETC,tt''A5 SHOWN oN THE PLANS rhlnl TRAFFIC I~IRttlNG PAINT ACCORDI TO THE MANUFACTURTIt'S SPECFICATIOryS, USE >IJFITIE PAINT Z
TEMPORARY SKIMMER BASIN I 1 1 1 ~ 9'-~ ~ ~ ~ ~ + ' ~ I 1 1 1 1. r . r' { 1 1 1 \ -a \ ~ f Rf ~ ~ S y SIGHT _ DRAINAGE ARFA - 1.22 AC. { ~ ~ 1 \ I SIGHT io. GALL NORTH CAROLINA ONE CALL CEt~IER 0 t-EOO-632-~ BLWRE DK~F1G. 11. DENUOT7T AREA TS 1.22 ACRES, m
MI .BAST - 1 1 1 1 1 \ ~ r ' 1 \ I l l DISTAN N N SIZE - 3,600 C.F./AC,/YR. 1 \ 1 \ \ r r 111 I 1 DISTANCE 12. THE srrE IS NOT WTTHIN A 100 YEAR FLDODWAY FTaNGE AREA.
MIN. BASIN SIZE - 4,392 C.F. 1 1\ 1 1 2 r 1 l o l y 1 j, EASEMENT 13. ~PLUE}CT~ESD, SANRARY SE~JfR FLO~f IS APPRQXIIrLATF1Y 160 GPD BASED ON Y6 QPD/E~IPLOYFE ASSUMING 6
_ ~ I 1 1 1 I S ! I II ACTUAL BASIN SIZE - 6,930 G.F. 22 x105 x 3 l 1 r { 1 f ~ ( ) i I I I ~ + I II 14. SItE ~IllSf BE 5TA6L~D AND SEEDm PRIOR 1T) ISSUANCE OF CtRTtTCATE OF OOCUPANCY. I, 256 ~ ~
1 1 \ 1 ~ 11 256 I 1 1 + N 1 ! \ 1 I Ill I CALCU t N I LATE WEIR LENGTH I I 1 \ r \ 1 l ~ II I I ~
Q10=CIA 1 l ' U' N ~ ` r I I S II { { ii I I
10= i ~N-Po I 1 ~ \ I Illy Q (.6)(7.22)(1.22 ac.) ~ I 1 ! I I
Q10=5.28 c.f,s. N w I~ 1 1 _ \ I , I I I U1 N I I CD 1 1 / I Ill l l ~°I i ~
WEIR LENGTH - Q10=1.06 • 5.28=1 { I 1 w 1 1 5$''" ~ i ~ +1 I + .osL 1 , 1 , 1 2 f I l Ili ~ i ~
1~ 1 THEREFORE WEIR LENGTH = 10.0 L.F. MIN. I I I y I 1 1 ~ I I 1 1 1 ~ N
I I I I 1 1 I f y In I SURFACE AREA CALCULATION 16 1 I I 1 1 1 i I I I I I n I I v7 111 Z ~
• I I ~ ~ ~ I 1 TOTAL DRAINAGE AREA = 1.22 AC. I I 1 I i \ q I I I 1 ~ ~ j ~ N
- 61150 SQ FT i I I I I + s f MIMMuM 1- I + \ + I I y Q10-CIA I i I _ 25 \ I I
- 1.40 ACRES I l I TalPOlwzr SKII,IMt3t eV~lfi i I ~ N Ill Q10- .6 7.22}(1.22} I i I I } I 5~ S 22' x 1+~5'-x-~ see aet r I + - I I y ~ ~.~q. ft. all) I lS I yl 111~ ~ ~ U ~ It W
410- . c.f.s. ZONE INDUSTRIAL-I I I I ~ I \ ! I y - VACA I I I I \ 1.2255 awes sKIMMeR I I v l y SURFACE AREA (ac.) -(O.Oi}peak inflaW rate(c.f.s.) ~ I I { \ 1 I I I I -J Z
I I \ 257-_- _ 5 I l Ex, C S.A. _(0.01)(5.2$ c.f.s.) I I I \ 2 ll TOP • 1 I EX, CURB IN U
S,A. _ .052 I + 1 I { TEMPORARY onrERSfaN oRCH I ~ I I + 8 ac. I l t I I + { I iNV 0 ~ ~ I TOP 254.79 ter.. - - -J"'` L ` I i INV OUT'-249.6 ~
(.0528 ?c 43,560 sf ac PROVIDE 16' NDPE AS TEM D I ~ \ ~ I l I ~ \ li ~ LL1
MIN. S.A. = 2 300 s DRARlAGE FOR DNErtsIDN D I I 11 .f. AT DRNEWAY I \ ~ + y I I j ~ I Z
THEREFORE BASIN SIZE =22'x 105'x 4' DEEP ~,IppRA~• slT I I { \ ~ ~ ytC I { ACTUAL S.A. = 2,310 s.f. PR E P ;P i~ Lv ~ Q
Ovw TEM oRARI' GRAVEL I \ I , I y 1 { I coNs•rRUCnoN ENTRANCE ? \ • irz•:::::~. • - I
26' WIDE OR WIDTH OF DRNEWAY, I , \ i ~ PROVIDE BAFFLES t I ~ ~ I~ Q CD t =
SKI WHICHEVER IS GREATER x 60' x 6" I ~ ~ ~ ~ 11 ~ h I ! + l MMER + 1 2" -SURFACE SKIMMER N ~ I ~ , i
1.8 DIAMETER ORIFlCE ~ ~ 1 ~ 5~ I~~ / ~A ~ IX. B LET N 1~ O- Ln x. B ~ILEr ~,~A}
U+ N W 2 -r-- I i , ~ I TOP 1 Z5 71 ~ + I ~ - ~ ~ „ 4~ I INV I 2kF91 9 roP 4a~44{1~~71 ~U ~ r
f , 1 I ~ +INV o1~~2 .1 NV 11~2kF9l89 I ~ NV 01'2 1.1 O
~ I , - ~ I I r 1 1 w::~.W _f~ ,I ~ ~
l
Ex. ~ l I~ I I 5 CONC - P GRAVa SfLT oUD~T \ I j1 I I Z J t 1 I I I I~ I 1 I~ I ,
SIDEWALK _ "•~;~w•~~•• 36 P ~ I \ ll
~ ~ , I s- - ~~4~ ~ ~ ~ mss- III I t 1 I I ~ ~ CY_
I TEMPORARY SILT FENCE ~ 41~ l-~'~ ` Il I I
~ E)(. 36 RCPT i C SAfI. S ~ '~yi { I I~ I II O ~
_ i 11 ~ ~ mss- ~ ~ ` ~1 l~~l ~ U
~ _ IW ~ I . ~ - C R l I . I LI f_ I . n UB . 1 _ .2 0 P ~ 1 ~~1 I ~
1 S 6 - . I I <2 ~ 7 EK. CURB INLET 11 , ~ z ~
• ~~~s-- _ "':~5 TOP \ 1~ ~ ~ ~_~~s- ~ ,~~~~~M~.+~ PROVIDE t0' WmE E11ERG - -243.81 ~
1-ss-r - - SPILL A INV OUi-243.61 0 IX. SAN. S ss- 1 3B RCP _ DEi>' Q(. U DEt2t1NER W7 FABR~ 1 TOP - 262.8` -IX. SAN. S ~{H TOP - 262.83` ~ ~ ~
- _ ~ N 15x350 SIGHT II INv IN-236x7 INV IN-238.27 ~ ~ \ ~ W
IX, 41' B/B STREEf TRIANGLE II INV IN-23b.97 ~ Ex. SAN. SEWER MH W/ 30 CURB & GUTTER 11 INV OUT-236.7 INV IN-236.97 ~ ~ z Z INV OUT-236.77 ; ~ ~ ? W
TOP - 250.63 IX. CURB INLET I I
" ~ INV IN-237,85 TOP - 251.31 ~ f 11 EX. CURB INll:r I I -242 4 INV OuT-237.65 ~ N • 5 EX. STORM MH ~ ~ ~ ~ ~ 1 ~ ~ ~
TOP - 250.69 INV OUT-242.25 TOP - 253.23 ! II INV IN-241.65 f
y INV OUT-241.46 INV IN 247.7b N RTH f 111 { INV IN 245.30 S I ~ ~ ~ ~ N
I ` INV Our 244.72 `x { 11 ,c j I ~ \ W ~
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11 DATE SEPT 8,08
11
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' ~ l l 1 REVISIONS
~ l 11-3-©~ ~71g
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4-440 CITY OF RALEIGH SITE PLAN INFORMATION
THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL
gmphk acdc c YES NQ
a DEVELOPMENT NAME ROOFERS SUPPLY
STREET ADDRESS ~ %~y
INTEGRITY DR ~ ] ATTACH EITHER THE FOLLOWING TO THiS PLAN: ~'~i
E ARIA ~ I N W V BLE I 1 11 Ii I I A CURRENT CITY PROPERTY MAP SHOWING THIS PARCEL OUTLINED, THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
WIDTH PRIVATE _ I I . ` I1 I WAKE CO. P.I.N. newly recorded BM2008.1624
III I DRAINAGE I I ZONING DISTRICT INDUSTRIAL-1 TOTAL SITE ACRES 1.225 ACRES m ~
sly III I ~ ~ If EASEMENT ~ ~ I I IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDmONS ON PLAN n °
~ , III I ~ ~ I III I PROPOSEp BUILDING USE _ WAREHOUSE g ~ 9
I~i~ III 1 11 PROPOSED TOTAL BUILDING AREA (sq. ft. gross} 9,060 S.F.-'
SITE 1 l ~C~ ill l O 01 Y PROPOSED BUILDING FOOTPRINT AREA (sq. ft. grass) g,06.Q, S.F. ~ m
I I 1~1 I I?~ Il l ~~o W {P 1 Ill I MAX. BUILDING HEIGHT 2g' _ _ z o ~
il• { 11 d'~ I I I OD 1 I I ~ ~ OFF STREET' PARKING: REQUIRED: 3 SPACES PROVIDED: 11 SPACES W . g
N ~ v li I } a l ~d l i l l BASIS OF DETERMINATION: 1/2 EMPLOYEES - 6 EMPLOYEES ~
0 III , ~ II I OWNER/DEVELOPER; m ~ o~
(Tl ~ ] ~ III I I NAMES} RFG REALTY, LLC. _ Q ~ °D I i
r' I y 1 I I N 1 ~ ~7 III I ADDRESS: 34 CONSTRUCTION DRIVE,, PIEDMONT, S.C. 29673 0 _
~ ~l I n ` ll l ~ I VICINITY MAP Oo ~ I TELEPHONE: [phone] FAX: (Bfi4 277-2609 ~ ~ ~ ~ w m w E-MAIL ADDRESS: mrwingo®rooferssupplyinc,com ~ ~
O I ~ 11 l ~ ~ li I PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN N
14 N 1 I . C~ I REFERENCE: BTbaDe, PG 1624 8] 6~b ~ (jl W L I l 1 I NAME: TAYLOR BLAKq.Y - BLAKELY DESIGN GROUP ~ o ° o
pl f8V lil ~ 56,059 sq, ft. Ir+ III I l I L.a I ~t ADDRESS: 700 IXPOSmoN PLACE, SUITE 105, RALEIGH, NC 27615 r ~ n. ~ g
17 1.2869 acres a l I 1 1 1 1 TELEPHONE: [phone] FAX: [phone] ~.J ~
A b t`~ li{ V CANT 1 I ~ III I 55591 SQ FT ZONE INDUSTRIAL-I ( ? EX. CURB I LET CURB INLET 11328 SQ FT E-MAIL ADDRESS; taylor®blakelydesian.net F"1 g
EROSIO CO TROL LEGE D ~ I II N 1.28 A1rRES ~ 1 I i II TOP - 257.31
~ ` I I 4? I INV IN-252.31 I ~ I I INV OUT-252.11 V IN-252.31 2.59 ACRES .OWNERS SIGNATURE (Required prior to final sign-off only) ~ ~ W d OUT-252.11 in filing this plan either by myself as the property owner(s) or W a
i n ~ / T ` I / 1 N 06 05 35 YY I / I ~ / I y EX. CURB INLET through my duly authorized agents, I/We do hereby agree and firmly ~ IX. CURB INLET bind ourselves, my/our heirs, executors, administrators, successors and Q ~
TEIIIPORARY SILT FENCE I / Fj ~C~ ti / I 1 - / I I ~ lS~ / I I TOP 257.35 TOP - 257.35 assigns jointly and severally to construct al impro nts and make ~
429.83 1 ti / ! ~ I ~ ~ / 1 INV OUT 252,58 INV OUT 252,58 all dedications as shown on the site plan a a he City. ~
Tdlao~r ayEr~slaH txrp+ TOTAL I / + ? N / I I I / 1 I ~ RCp 1 1 DATE: sEPr.B,2ooa SIGNED: a ~
~ r! ! I j r I TEMPO DNERSION D H 1~ ~ I' I I x. sAN. sEWER MH L
ClIiGH BAST i I I I + ~ I 1 r EX. SAN. SEWER • ~ N ~ II N l 0 1 F>~TER I , ( I , ~ ~ ~ I I ~ f } TOP _256.92 ~oP - 256.x2
I , I ~ ~ I I I 1 1 INV IN 246.61 • • • • I , d- ~ N ~ FLUSH PAYING 1 + W ] i I I INV OUT-249.41 NV IN-249.61 ~7.~ Q wOUT-x49.4, NOTES ~ a
. N l'7 N I I I r {J1 I ~ 1 1 1 ~ Lt7 (V ~V 1+ I I ~ = I I I
NN ~ ~ r r I 255.05 - cnl I I Iti EX. b' cc EX. 5' CONC 1. TOPOGRAPHIC INT~I,IATIOPI TAKEN FR0~1 PREPARED Nt14co1,IB LAND SURVEYORS, U
I~ I I T 4 25 ~ r 5 iEII~ORARY I i / I I N8~ 5 I1 I 7SIDEWALTC I I I I~ + I / I I ~ I i11 ~7SIF}EWALK ~ BOUNDARY k AS tIl1ILT StREET INFO aNK. ~ Z ALL CONSTRUCTION SHALL BE PERFOR ED IN ACCORDA?~I;E ~ITTt TFIE dlRRENT CITY OF RAIElGH STANDARDS, ~ ~
. ~~CE I ~ 1 I I .6 1 e~ 1 "y+l I { I I 1 268.6 268 ~ l GI w ~ III I SPECIRCATiONS AND DETAllS ~ ~ - EX. 41' B B STREET CONTRACTOR SHALL SDCURE ALL NECESSARt' PETtNIIS FDR CONSTRUCRON STtD?yN ON THESE PWtS, J
I I i 26B x 4 ybgo ~ I / o I l i I EX. 41° B/ W/ 30' CURB & GUTTER 4• ~ DtNEN~ONs AND srAaNG POINr LOCATIONS ARE ro BACK aF pIRB UNLESS oTHER~ISE NOTED. 6. ANY WORK SHOWN ON THESE Putts THAT 15 TnuND TO BE IH CDNFUrT ?~ITTI 'DIE CITY DF RALEIGH zONING
• I 1 I uNE CONC. WHEFLSNPS I r / III W/ 30 CL I 1 I I 1 g' PVC DRAM I PAYING ~ ~ I I 11 1 ~ 1 1 ROGF pO+hNSPO~ / ! 2" h2 r O 11 I AND SETBACK REOUIRENFI(i5 SHALL BE ~II~EDIATELY REPORTED TO THE ARCHHECi FOR ADJUSTMENT 0. LOCATIONS FOR ExI5RNG UNJnES SHO'~ ON THESE PLANS ARE APPRO)D TE. CONTRACTOR SHALL VERIFY
I t 1 1 268.4 T4E l' 8' ABCr ~ I ~ I 1 1 I THE I.OChRONS OF ALL URLRIES AND SHALL BE RESPONSIBLE BUR ANY TO SANE - PACING ON PUtTI1C R/~I m BE 7. cONTRACTDR SHAD AT aLL nMES NaNruN ADEauATE SAFETY ~IE',ISURES, ACtlVlnes. AND BARRIGDES FDR
STORM DRAIN INLET PROTECTION t I I 1 1 1 ~ 1 .74 r I I III PA NG ON PUS 1 1 PROPOSED 2 1 ~ 11 10r CABC SFDNI . I l t 1 1 ONE STORY ~ ( / I I 1 1 830' CURB 8 10 CABC STONE, 2 1 2' 12 THE PRaTECIKNI OF ALL aN OR A80UT THE LOCARON OF THE SITE.
11 1 1 1 1 WAREHOUSE BUU.DING ~l ! I } I I I t 1 1 \ \ . s,osD s,F He SPAl3: W/~7- , N I ~ I I I 8 30~ d1RB do GUTTER 8: CONTRACTOR SHALL PAINT S,IBOLS.INSTAII SIDS ANp CONSfRUCr NECESSARN RAMPS. AS PER THE NOR1H CAROLINA STATE BUILDING CODS FOR ALL HANDICAP PARKING SPACE~ AS NOTED ON PLAN. 0. OONIRACTOR~W.~.~ DEUNFATE PARIONG SPACE UNFS. HANDICAP SYMBOLS 01(6:CTIONAL ARRD~S, LANE
t 1 ~ ea sc 8 TTAAIP / I 1 1 1 1 1 1 1 25 F.F.E. -269.0 N / 0 67. ~ ~ ~ / I I
1 1 1 \ \ ,g~~` VAN ACCE551~ z 2~ 4,/ I I I TEMPORARY SKIMMER BASIN 1 1 1 ~ \ ~ 26TS.9 SIGHT NANt~ACTURER'S SPECIFICATIONS. USE~}yHnE p ~ ~ ~~G PWNi ACCORDING TO I SIGHT 1O. cAU. NDRTFI cMOUNA ONE CALL CF?11ER 0 1-008-832-484® BEFORE Drcc,yNG.
DRAT AG - ~ 1 ~ \ i ~ ~ ~ I N E AREA 1.22 AC. I I ~ ~ , t ~ I I I DISTANCE I 11, DENUDED AREA IS t.22 ACRES, DISTANCE 12 THIS SRE IS NOT WBHIH A 100 YFJIR FlOOD}~AY FRINGE AREA.
MIN. BASIN SIZE = 3,600 C.F. AC YR. 1 1 \ 1 r I v~ 1 I~ ~ 1 \ \ ~ •e I EASEMENT ~ EASEMENT t3. ~PLQ~~~S, ~ ~ ~ ~~p~~Y 160 GPD BASED ON 28 GPD/F~IPLOYEE ASSUMING B
MIN. BASIN SIZE = 4,392 C.F. ' 1 1 \ ~ I ~ I I , 1 1 1 ~ 12' CANOPY . ~ PFD. y I ACTUAL BASIN SIZE = 6 930 C.F. 22 x105 x 3 I ? 8~ 12 t 1 I u? 74. SRE GUST f~ STABILREU IIND SEEDED PRIOR TO 10.'iUANCE OF CEHRFlCATE OF OCCUPANCY.
~ ( ~ t I I ~ PAYING 1 I v III 2.~ 6 t t l l N Q£D. ~ ~ ' I-2 C A I iR? Ill l 1256 I IMPERVIOUS AREA •32,121 5.F (.737 AC.) r r~
t t 1 N 12 ~ 81~ ~ HB ' 1 I CALCULATE WEIR LENGTH t l m A~ ( 'v4ec ~ ~ 1 I I . z
1= 1 T t UT C?~ ( e I I ll l Q 0 CIA 1 N ~ 288.9 ~ ~ ~ ~ I I { 1
410= .6 7.22 1.22 ac. ' N U4 I ~ 1 _ ; III I ( )t )f ~ (P .8 - 6-- - ~ I i I ! -
Q10=5.28 C.f.S. N tr,.l I (0 29TT-__ 15 COH~~ Pr4YING'~~~ I ~ I1 1 I ~ N I I Do I x 1 I _ _ ~ I I 1 X .B 264 REiaMNG a1 5$ ! 4 rn III I
WEIR LENGTH Q10=1,06L; 5.28 1,06E t l 1 W ~ I ~ ? I
THEREFORE WEIR LENGTH = 10.0 L.F. MIN. D~cHARr,~ F ~ 1 PROVIDE RIP RAP DISSIPA / I I I ON CONC.t 4 1 5/ ~ 1 1 III ~ ~
1 1 X 5 I I SURFACE AREA CALCULATION 16 l I 1 ~ arfP, u5E 10• CLASS 'B• ~ / i I i ~ ~ I ~ ~ I
- 1 1 ~ PA G ~ ~ / I TOTAL DRAINAGE AREA - 1.22 AC. I I I ~ HN ~ MINIMUM I I ~ , T I I II Q
Q10=CIA 61150 5Q ~ I I I I I 6 Aac , 2 ~ ~ I I I I I TEMPORARY SKIMMER Ba~I~T a I I~ Q10= .6 7.22 1 1.40 ACRES DU I ~ I ~lS I 1 (.22) M,I 53, ,sq. ft. s~ d~a~) ~ I 11
S 11 Q10= . c.f.s. ZONE INDUSTRIAL-I W 8 . yfooDQN ~ I I I ~I z z
- VACANT FEN N s° coNc, I 1.225 ~e,~ ~I~~ ~ ' I I SURFACE AREA (ac.) -(0.01)peak inflow rate(c.f.s,) SLAB I ~ I I I EX. CURT _ P Nil TO IJATCH I ~ GRAVEL SURGE STOKE i I 1 r I I EX. CURB IN ~ ~-I-
S.A. -(0.01)(5.28 c.f.s.) BUI IN PANED ~ BERINo -12 DEPTH I I TOP - . = I TEMP DNERSION H P . `8 i INV OUT- ~ I TOP - 254.79 rte. - - ~ ~
S.A. .0528 ac. I I I I l ~ BIO-REr>~noN AREA - I 11 I I (.0528 ac)(43,560 sf ac PROVIDE tb' HDPE A5 TEM RAyi'Y I ~ ~ 3,631 S,F. 3,476 ' I { 1 ~ p l l INV OUT-248.6 t1f W
MIN. S.A. = 2,300 s.f. DRaNAGE FOR DIYERSIOH H I 1 3'x3' yA~ I I AT D AY \ I I i II W ~
•3 - ~ ~ ~ ~f I I 1 ~ TOP GRATE 3 ~RGP I I _ THEREFORE BASIN SIZE -22 x 105 x 4 DEEP TdiIPORARY SILT FENCE I ~ ~5 ~ I I II ~ Q
. . . ACTUAL S.A. = 2 310 s.f. P s sEE DEraL I : • I , ROVIOE TEIAPORARY GRAVEL I 1 ~ I I I I coNsTRUCRON ENrRANcE l ~ ~ s ~ = ' ' I ! I I Q
t 26' WmE OR WIDTH OF DRIVEWAY, I \ ~ ~ I I ~ ~
~ FFLES WHICHEVER LS citEAIER x 60 x 6' I t: ::::::::::.:::t. " l I a I I ~ I I /1 SKIMMER I T ] . ~ i ~I I
` 2° -SURFACE SKIMMER N 1 / ' 2 Q, L~ I3
1.8' DIAMETER ORIFlCE ~ 1 / ~ yo • IX' 6 PA G 0 PUBLIC ~t. I / s `r/ ~ ~ B `y/ y TOP 125 71 10' cABC sraNE, 2 1/2 2 + `2b44II~~71
1 ••r~"'•• i `ro INV I 2MI9! 9 8 30' CURB 8 GUTTER ~ ~ I I I i 1 ~ INV 0 -12 .1 11~2M~9159 ~ 01`,21.1 ~
PROVIDE ' S ORaN ~ TOP ~ , ~ 1~ { I I r ICK RMI ~ I I
. WATER IN AY ~ >L. - - '"'r , 1 I I I 8 DNERT Tb \ 1 - ~ I III I ii I I z J
1 RETENTION i s f l l l
EX. 6' ~ '.n°'s;:,,..., ~ - TEMP, GRAVO. saT FEN auT~T I 1` ~ III I SiD A ~ ~ P ~ I I 1~ 1 I 14 I I ~
1 ~ EVIV LK - „ IX. 36 { I - ~ ~i I ~ -ss- T I T
~ ~ _ ~J4 l ~ I . _ ° TEMPORARY SILT FENCE / L1N ~I~~~ II I e i i ~ I ~ I I .J ~
- >:X. 36 RCP ~ SAN• ~ ~ I I l _ ~-'~'G - I , , g ~C _ ~ 1 I - . _ D(IS"T - Il I~ O
1~ ~ ~ U
4 T II ] 11 w ~s; 1 YY ~ I I! + ~ ~
. _ _ PUB 1 • ~ ~c ~ ~ ~PR~DE RIP RAP DISSIPATOR I ~~r,;,~^++' D(. CURB INLET 1'1 I .;I I z ~ I
~ 1~"' 4' 4hDE x 8' I~NG x 22' TOP ~l \~I ~,,,,~_-.~s-~c b DEEP, uSF 1Q_CLA6~''~~~~~~ - PRwIOE 10' ~(IOE EM ~ - 243.81 O cn
i ~~_~~ss-- -~~~,r~~r:.~~••~~ SPILL ~ EX. SAN. S I cP - _ INV ouT-243.x1 Il -sue ~ 36 R DEEP W/ FABRIC , 1 - 252.8 . SAN. SMH
uNDERUNER 15x350' SIGHT ~ TOP - ~ -~-r 1 INV IN 238.27 iP - 252.83` ~ ~ ~ V IN-238.27 ~ ~ ` ~ ~ W
- IX. 41 B/B STREET TRIANGLE II INV IN-236.97 y~='~~ r IT ll ~ IN-235.97 ~ Z Z
r ~ r EX. SAN. SEWER MH W/ 30 CURB do GUTTER 11 INV OUT-235.77 TOP - 250.63 IX. CURB INLET ~ I JOUT-235.77 ~ ~ \ \ ~ ~ ~ W
INV IN-237.85 TOP - 251.31 ~ I 11 EX. CURB INLET ~ ~ ~ ~
INV OLIT-237.65 INV IN-242.45 pi. STORM MH TOp - 250,69 INV OUT-242.26 TOP - 263.23 + 1~ I ` ~ I ~ p ~
1 INV IN-241.6b INV IN-247.75 N I ` ` INV OUT-241.45 I 1~
T INV IN-246.30 S I INV OUT 244.22 ~ ~ ~ I I \ W
l 1 1 l y 1 , I ~
11= I t ~ ~ , ~ ~ ~
f 1 ~ 1 Ilo
1 ~ ~ ' ~ 1' o ~
~ i ? ~ DATE SEPT 8,08
~ _ SCALE 1 "=30'
~
~i DRAWN BTB
JOB No.
4 I REVISIONS
l I 11-3-08 BTB REVISED PER
C,O,R. CONNENiS
• I ' '
1 1
I M curry
1 dl ~Ll.l
C 2c

• ~ ~ ~ - y

• D 30 BD gp tttllltl 1 o`' P x
I-~ PLANT LIST r . r
gmphfc aeala e S SYMBOL BOTANICAL. NAME COMMON NAME SIZE QUANTITY REMARKS
v t
RM ACgt RUBRUM "OCTOBER GLORY" OCTOBER GLORY RED MAPLE 3" CAL. 16 8' MIN. HT. B. & B. JC CRYPTOMERIA JAPONICA JAPANESE CEDAR 2" CAL 13 B' MIN. Hi: B. & B. ~ ~
IlIfEGRRY DR ~ 1 1~ CE ILI~US PAR?AFOUA CHINESE ELM 2" CAL 1O 6' MIN. HT. B. & B, 8•
NEW VARIABLE I I ngl~l~~
~ i I I1 1 I IDTH PRIVATE 1 I' I ~ ~ e I
~ i I. it 1 I R DRAINAGE it I II l NPH ILEX CORNUTA "NEEDLEPOINT" NEEDLEPOINT CHINESE HOLLY 18" WT. 4fi 18" MIN. HT. CONT, e H
Es spus?~ ~ ~ 11 l l l l IH RAPNIOLEPSIS INDICA INDIAN HAWTHORNE 18" HT. 11 18" MIN. HT. CONT. ~ ~ UG LIGUSTRUM JAPONICUM WAX LEAF LIGUSTRUM 16" HT, ~ 4fi 18" MIN. HT, CONT. M ° rn
EASEMENT it ~ I o it ~ ll I I 1 ~ ll 1 l WM MYRICA CERIFERA WAX MYRTLE 18" HT. 3fi 18" MIN. HT. CONT, o ~ m
JS 1 1, I a
~ 11 I~ l ~ I III I SITE I ~ I o rn U
I (~r1 11 l1 l l t 1 l `Z ~D trl ~ i II t ~ v ~ L 0
~5' CQ , 11 ~ III I ~t ~ ~ z ~ 0
~ {I Q li 1 1 11 C I 1 .L:
o I bt 111 11 t0 lil I
it ~ li I {rl+? f~ ~ i 1 I I l ~ PLANTING NOTES & SPECIFICATIONS ~
. ~ ~1I ~ I1 1 , N •~11 ~ r{ ~ 11 I ~ I °~o
~ 1 I 1 1 N ~ 1 t l I 1. ALL TREES AND SHRUBS NAVE BEEN LOCATED WITLL RESPECT W PROPOSED OR E7USTING FACILITIES. ~ M ~ ~ 2 Vl9iIFTCATION OF TOTAL 4UANTIRES AS SHOD W THE PLANE LISP SHALL THE RESPONSIBILITY ~ ~ ~ W w
I VICINITY MAP oo it I , I{ I O 11 ~ 1 OF THE LANDSCAPE CONTRACTOR, _ a
~ 4 N 1 I ~ n I I I REFERENCE 8112008. PG 1824 do 1626 Q ~ 11 III I 3. ALL tR~, SHRUBS AND OTHER PLANTS SHALL CONFORM TO ACCEPTED STANd4RDS fSfABLISHED ~C HY THE AI,IEPoC~N As50GAnoN of NuRSERrI,IEN, C ~ m
it I 0 II 1 O 56,059 sq. ft. ~ 11 1 II i I 4. ALL SAUCERS SHALL BE SOAKID W~ WATITL AND MIILCHLD IMMEQIATELY FOLLOWING PLANTING. p b. PRUNING - TL11N BRANCHES AND FT)LJAGE OF DEOIDUOlIS TREES (NOT ALL END TIPSY BY 1/3, a. r
l.~ l 17 1.2869 acres 11 I 1 M III I v RETAINING NATURAL PIANf SWIPE. NEYQt CUT A LEADER. _ a- c m
it r I1 I VACANT ~y l i l III I 55591 SQ FT ZONE INDUSTRIAL-I f I II & aISTIN GRADE PLANT ALL AZALEAS AN6 RHSDIOOOEN ROINHVIBH 1/3 OF ROOF BAU~ABWE~S ~ ~ W ~ 11302$ SQ FT ~ Roar Buts ITEMOVED FROM croNTAWERS SWW. BE scARtFIED PRIOR To BACKFIWNG. ~ U} °
I ' I II I 1.28 ACRES 11 1 11 I 1
li I it I l 2.59 ACES 8. " ULLYi ALL DI5RJRlIE'D AREAS AND PLANT BEDS WrrTI 3' of CLEAN PINE NEEDLES. 8, ALL ABOVE GROUND UTtLItt DEI4CES TO BE SCREENED Wm1 N®LEPOINT HOWES oR EQUAL EVERGREEN. W S
111 lit ~ , n 111 l I I 1 BY THE LANDSCAPE CONTRACTOR.
Nos o~ 3~ V~ it ~ 11 ~ It1 III 1 L A
429.83 ~ 6'-1 2 OF 10' TYPE "D" TPY I I1 1 1
TOTAL / 1 I + t 230 L.F. ~ 1 ~ ?1 I 1
REQUIRED 3 TREES/100' ~ 1 I f l LANDSCAPE CALCULATIONS ~ -EX. SAN. SEWER MH ~ U
20 SHRUBS/100' ~ YI IX• SAN• SE~i PROVIDED 7 TREES ~ 1 l4 1 I TOP - 256.9 TOP - 256.92 ~ STREET YARD SINCERITY ST. , 200 LF. Q
46 SHRUBS UG-46 U: l { 1 I I INV IN-249.61 SH PAVING W I ! i { I INV OUf -249.
cn nI III INV OUT-249.41 TREES REQUIRED (6"/5O L.F)) = 24" ~ 8 - 3" CAL. TREES ~wL~11 a~ ` ~ TREES ExIST1NG 0 TREES W n.
n ~ 11 I ~ 11 I 5' 25 l l y i 1 d Ex. EX. 5' CONC TREES PROPOSED 8 - 3" CAL TREES ~ ~
_ 4 25 E I I • ~ JC-7 $ 1 I ~ { 1 I SIDEWA SIDEWALK STREET YARD (GENEROSITY CT.) 184 LF.
fl ~ II.I I 11 l III I EX. 41' I TREES REQUIRED {6"/50 L.F.) = 22" * 8 - 3" CAL, TREES a TREES EXISTING 0 TREES ~ a
it ~ III I Ex. 41' B/B STREET TREES PROPOSED 8 - 3" CAL TREES J I W/ 3E" CURB & GUTTER
CONC. WHm,SfBPB 1 I 1 + ! W/ 30 PAVING 11 ~ 1 I VEHICULAR SURFACE AREA 19,790
2; I-2 Co 11 , 11 1 1 w~-36 8 ABC N i t I! I I PA G 0 P 1 TREES REQUIRED {1/2000 S.F,) 10 TREES
PROPOSED I1 ~ II 10y CABC Si I PAYING ON PUBLIC R/W Tn BE TREES EXISTING 0 TREES 10• cABC STONE, 2 t/2` i z TREES PROPOSED 10 TREES
oNE srORr i I ~ i l ~ 30• cuRe wARENOUSE BUILDING - ~ I y l l 1 i ~ ~ 30` cuRe & GUTTER SHRUBS REQUIRED (1/500 S.F.) 40 SHRUBS
9.060 S.F. HC SPACE W/R7 l i l l l I . Ba SK,N do RAMP RBI-3 I I1 I I I SHRUBS EXISTING 0 SHRUBS
vAN ACCE5518LE Y> i t l l l l ` ~ 5HRUBS PROPOSED 4O SHRUBS
5'-1 F 10' E "0' TPY IH-3 I1 ~ cn l1 SIGHT /2 D ~ 1 1 1 DISTA f SIGHT 1 ~ DISTANCE
180 LF. I l I N ~ II ~ I I L REQUIRED 3 TREES 100 , ~ { EASEME~
20 SHR BS 100' I~ ~ II l 11 / 12' t2 off I1 II f ~I EASEMENT
PROVIDED 6 TREES pAH~ NPH-1 11 ~ III I II
36 S RUB I I III 1 H S 12, Ot'f P®, 2; !-2 HC ACCESSIBLE 1 ~ 1 I I I~ I }
I Nc 2, ~ ROUIE W/HC RA~i I I to I 1 { 1 ~ B ABC I i 1 l l f N I ~ I I
p - - Rf~l-6 l i l l • cD _ PAVING I I Ill l 11 1
~16' CONS 11 I i I 00 ! l ~ z I 11 1
Cr1 RETAII ALL ~ 111 I N Nc ?V I ~ l i l
4 I III 1 1 ~ III I I{ 11 ~ N I T I I In
1 ll I 16 a l l ~ 11 1 11 I I N i11
15 PAVING I I 1 1 11 1 ~
61150 5Q Ff s' ABC 1 ' 1 1 +i ~ I 1 1 11 . t.4o ACRES pUMP5TERS 53 383 s . ft. I 1+ + ill 1 L1 ~ 1
q 11 it I I ZONE INDUSTRIAL-I W a HT. 1NOODEN 11 ~ 11 I I ii ~ 11 U I I Z
ACA T FENcE oN 6 cONc. 1.2255 acres 1 V N 1 11 1 It I I1 I 1
SLAB, PAIN]" TO MATCH i l ~ III I BUILDING PANELS 11 I1 1 1 y ~ j 4 - ^ f ~ ~ ~
• I 11 ~ I 1 I 1 1 f~`~ W
I 41 1 I ce-1o 1 ti 11 I I Z y j 1
1 11 II { 1 11 III I
11 I1 1 1 I 11 , II 1 I 1111 ~Q i ~ t C.~
y _ ,li ~
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I / II t II ~ SONS PpBIIC R/~j? Ta 8E r ( II
Sf NE, 2 1/2 F-2 i III I a 3D' cuRB ~ suttEN ~~-36 r r 1 11 I II I { 1 II
7 _ ~ ~ ~ X11 fa 111 I I 11f ~ ; °
_ 1 ~i I { ~~'i if 1 _ ~~}r~_~,~ I }1 1 l
z - _ - I 2 HB _ ~ - II
. ~ ~ ~~rr~_ I I I ,11
i; ~ SID ALK _ ~~r_srr~_ I li AJ ~ I I I`
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- _ _ ~ - gEWER ~ ~._~ss- ~yl I I _ ~ 8 PVC _l-ss- I I `I~~1 Q O
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r~~ ~s~„~rrrr~•~r „ EK. sAN. SEy~I W O •L7l. SAN. s MH
~ a55~ ` _r.rrr _~rr , , 11 TOP - 262.83` ~ 15 3513 SIGHT 11 TOP - 262.83` ~ ~ ~
- ~ II INV IN-238.27 E><. 41 B/B SfREEi TRIANGLE INV IN-235.97 INV W-236,27 ~ ~ ~ ~ ` Q W INV IN-235.97 ~ ~ U W
-y~~~:.:•^~ 11 I OUT-235.T r, EX. SAN, SEyYER NH >k/ 30 CURB dt GUTfER 11 NV INV OUT-235.77 1`~ ~ \ ` ~ ~
TOP - 250.63 ~ I . - INV IN-237.85 ~ ~ ~
1 INV OUT-237.&5 ~ ~ ~ Q
. l N
1 l I _ I
I ~ l
I , ~ ~
• ~ ~ a, i
1 ~ ~ i
~ DATE SEPT 8,08
°1 i' SCALE 1 "=30'
_
• ~ DRAWN BTB
i ~
JOB N0.
1 REVISIONS
Jv I I 1 11-3-OB BTB REVISED PER
C,O,R. COM~IEHfS
. I I
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NEW VARIABLE I ?11 ~ 11 t I I t 1 uns
WIDTN PRIVATE 11 ~ I, ,
ll ~ 11 I I • ~ DRAINAGE it I ti l i b N n ~ C
s?+41~ ° ` 11 I11 I ~Dx~ EASEMENT it II , N ~j rn
ll 11 I I m ~ T
I I I 1 1 i t~ it 1 ~ „ 0 m 6 ~ Y O
1 +1 11 t I ~ ~ 1 1 t SITE 11 I11 ,U d; as
l~ I I'21, ' o x Q
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N i t G? 1 1 1 1 1 l I I I .m
~ ~ b I 11 11 11 O 1 I II ~ ti } o
frll 1 ~ 1~ 1{ I I
X11 r' I II l I Iv --'11 ~ ~ III I o~.o ~ ~ ~ yW~
~ 1 tl I p~ li 1 1 N ~~W
VICINITY MAP p0 it I 1 II + I O II ~ II I ~I I _In N ~
14 11 , I i I REFEREItCE: BI~110Da, PG 16?4 $ 1625 ~ ~ 11 I O 11 l ( I o C
1 Q b6,059 sq. ft. ~ Il I 11 I nn~ 0 I ~ LL ~ m
17 1.2869 acres i 1 1 I 1 i t t II Ii I I ~ Q1 ~ F~-
VACANT 11 1 I11 1 55591 S4 FT ZONE I DUSTRIAL-I 1 I I~ N { I 11 I I` 113028 SQ Ff ~ a
1.28 ACRES ~ l i I 11 1 1 I t I 2.59 ACRES ~V111 ~
11 II 1I I t~ I I I W S
r» I I I I 06 05 35 ill 1 1 1 I - Q
N W I I 1) It l I
429.83 ~ I t iY 1 III I II ~ ~
TOTAL ~r 1 11 + i I II I OI , III 1 II 11 s
c7; 111 EX. SAN. I ~ U EX. SAN. SEWER I~H Q
Q I 11 I + TOP - 2; (I TOP - 256.92
~ I II I I INV IN-z~ FLtlSFI PAVING W 1 I1 } } INV OUT^ I I INV IN-zas.61
~nl tit + 'llt tl I I 1 1 INv OUr-249.41 NOTES ~ a I ~ o
. , 55.05 - 41~1 11 I I i I II E>e ~ ~ I~ EX. 5' CONC 1. TOPOGRAPHIC INFOR11ktK7N TAKER FROM ,MAP PREPARED NE~IC~,IB LAND SURVEYORS. ~ ~
~ 25 ~ 2 I t su ?y83 5h ti w I1 I I t i 1 1~ SIDEV~ALK BDUNDARY g AS BUILT StREET INFO FFRROOMM BNK. ~ ~1' 2. All cONsIRUCiION S1W,L eE PERFORI~EO IN ACCORDANCE WRH THE CURRENT cltY of RALEIGH STANDPADS, C 1 I SPEaETCAnoNS AND oErais. ,~,r~
ill 1 I11 l w t+ I 11 1 I EX. i 1 I 3. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FDR f~NSTRUCIION ~ID~M ON THESE PLANS. FJ..~ . J l I I EX. 41' B/B STREET 4. All D~IEHSTaNs AND STAKING POINT IAGAnONS ARE TD BACI( OF CURB UNLESS OTLIERINISE NDTED.
~ ~ I1 1 11 I GONG. W1~sroPS i 1 1 1 1 W/ I l I 1~/ 30' CURB & GUTTER 6: ANY FORK SHOy,M Off( TIffSE PLANS nNT IS FOUND TO BE 1N CONFL1Cf 1HE CRY OF RALEIGH ZONING
PAYING { l ~ I I 2~ 1 2 CO 111 I f i l l I I & l~.oDDATIDNS ~~~sRE),1NGE~uRIm~~., ~1~ oN TME~RP~iANs~i~REAP~PREOx 1E.caN DTRA~ R ~llA vER~ENr
a Aac N i t , l l t PA NG I 1 1 I 1HE IACAnONS OF ALL UnliTl6 AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME I 1 I PA NG ON PUBLIC R TO BE 7. CONTRACTOR SHALL AT ALL TIMES MuNTAIN ADEOWTE SAFELY MEASURES, ACf{41TIE5, AND BARRICADES FOR
PROPOSED I it II 10~ CA ONE sfoRY Oa I l1 1 1 I ~ aO" l i ~ " THE PROTECDON OF ALL PER50N5 ON OR ABOUT THE WCAnON OF THE SRE. 10 CABC STONE, 2 t 2 f-2 I I ~ ~ B, coNTRACrDR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CDN5IRUCT NECESSARY RAIIIPS, AS PER THE NORTH
WAREHOUSE BUILOINc ~ I 1 I l i I I I i I I CAROLINA STATE BUILDRIG CODE; FOR ALL HANDICAP PARKING SPACE AS NDTFD ON PLAN. l i I I 0. CON~RACiOR SELL, DELIl~EATE PARIONG SPACE LINES, HANDICM SY1,1601S, dRECiKINAL MROWS, LANE
9,060 S.F. HC SPACE W- + 11 1 I 90 ~cN g P $ ~ I t rn t t MARKI GS, 'STOP' 11FSSAGES, ETC. A5 SHD~N ON 1HE PLANS WRH TRAFFlC V~IARKING PWNT ACCORdNG TO 11 I I THE MANUFACTURER'S SPECIFKJ1Tp~.S. l~E iNIiTTE PAINT.
YAN AccESSIBIF W x ~ , I1 I t I I 1 I SIGH I 1 l I 10. CALL. NORTH CAROLINA ONE CALL CENTER 0 1-B00-832-IB4B BEFORE DK;ii01G. I l SIGHT 11.OFNUDED AREA s 1.22 ACRES
I1 } oo, 11 l 11 ~ 1 I I DIS I I I DISTANCE ~ 12. THIS SiIE IS NOT IyDT~N A ioo YEAR PLOOD~'JJyyr FRINGE AREA
1 11 I I ~ ~ I EAST I ~ ± EASEMENT 13. ~PWL~EC'EIEESD, SAN(fARY SEVYER Elayy L5 APPRO1g1,(I1mY 160 GPD BA~n aN 26 cPO/EMPt:aYEE AssuMINC B
II ti ° I 1 t 11 tr CAtioPY i2. ~ pED. I 11 ro III I I l I I7) 1~. SITE MUST' ~ SiABIIRED AND SEEDED PRKNi TO ISSUNkE OF CE1ttFTGT1: of OCCUPANCY.
PAYI I l I~ l 1 1 2'N2 I 11 ~z lil l PEp, HC ACCESSIBLE li { I li 4 I
12' ~ coBlE 2; ~ ROUIE y~/HC RANI i 1 ~ 1 N 11 1 I + ~ a ABC i t ~ I III I Il I I 11 1 I
Iv _ I 11 1 C.6. G ~ I If 1
~ _ l z Ili cs7 _ - PAVING I i t m 4 C T i l l III I Il I I
po 5 It Ix II } I I 07 I I f II I ~
W RETAINING WALL I I 1'" l l l l I l ~ 11 t 1
PROYI6E 4' SANfTARY SEWER I t I I1 1 I I1 I ~
. SERVICE V~/c.o. Ew4r ~o' I I t 1? I 16 iIIH. ~ sLDPE To c.o.R. i l ~ 1 i ? I if ~ + N Il I I
~ G.D. PAVING ac sra1E BUU.D. caDES + 1 t I 11 t 61150 SQ Ff ~ 6' ~c I ( 11 III II l1 I II
it I 11 I ~ . 1.40 ACRES DUf~PSTERS 53,3$3 S t. I l I t t l l II I ~ U
ZONE INDUSTRIAL-I W 8 HT. WOODEN I it 1 ll 1 1 1 j 1 ItJ Z li 1 I
FENcE oN s coNC. 1.2255 Gres it I I VACANT I I 11 I I
SLAB, PAINT TO MATCH I 11 , i l t I BUILDING PANELS i t t l~ I I 111 I - ~ ~
I 11 ~ Il C.O, t l I I it I 1 l I I W li ~ I
I it I 11 t I Ii 4 I ~
1 i f; I I t I I I1 11 1 Illl ~Q
1' WATER SERyICE TO BUILDING I i t I l i l I l I1 i I ~
I 11 ~ I I t-1 I , I I T ~ I II
~r ~ c.6. ~ ! 1 I
I / 1I ~ I ~ 1 I / li 1 tl I i ; I~ ~
PA~ING ON PUBLIC R TO BE I ~ ~ / I 1 1 l 1 1~
~ 10 CABC STONE; 2 1 2" I-2 I 11 I r k 30' CURB k l~llTTER ~$15 1 l i l ~ IQ I I ~
i l PRO'NDE 1' WATER DETER W/ _ I I 1 . RPZ &ICKFLOW DEVICE ATIS 05 ~ i ~ l ~ I11 1
~ n30. _ li 909f~11 MOUNTED IN 2 - 1l I 1 1~ 1 I
GROUND r Box' 2' 1-2 _ j I
v • EK. 5 GONG _ i t t~ I 51D ALK ~ `,,,.r~~~ UNE I t t 1" I1 I I H
EW _ - ptP ATER 1D .S pnST. $ ! I I1 I I s~ I1 I I ~
. r r _~gf3~ v~ ^ ~ ~ ~ ~ X35" ~ I .f _ - _7~- SHE ~I,~ _ } 1 ~ I~ i ; ~
EX15T~-SS- ~ I 1 r , U
' r ~ ~ fj$r _ t . _ LIC ~ i~ li ~L
__6_4_ it I ~ ~ F=
~~I ~
EX. SAN. S~IH ~ ~
ii -ss- 1 _ _ E%ISTING 4" SAN. SEWER TAP } , ~ V TOP - 25 _ .-~,~_-f-==~" ~ sTUS To 15x350 SIGHT i~ ~ INV 1N-23 TOP - 252.83~~ ~ ~ W INV IN-238.27 ~
_ ~ EX. 41' B B STREET TRIANGLE r+t INV IN-23 INV IN-23b.97 ~ ~ Z
IX. SAN. 5 f~1H 30' CURB & GUTTER INV OUT-~ ~ " W/ EXIST. FlRE HYDRANT i I TOP - 250.63 ~ I INV OUT-235.77 ~ ~ \ ~ W ~ ~ ~ ~ C~
INV IN-237,85 ~ 1 _I
~r . INV OUT-237.66 ~
ExISI1Nc 1' WATER TAP ~ I ~ ~ I 1 sru8 m PROPERTY l1NE
1 I I ~ \
` EXIST. FlRE HYDRANT 1 "'a I 1 I ~ ~
n l ~ _ ~ \ ~
L ~ ~
rr , ~ R_ ~ DATE SEPT 8,08
r, ~ \
i ` i' / SCALE 1"=30' -
J• -
pRA+NN BTB
•
JOB N0.
I I EKIST. FlRE HYDRANT REVISIONS
r I 11-3-OB BTB REVISED PER C.O.R. COMMENTS
1 ~J I ' I
t '
M SHEET
~tl
i1
C---4
3i
ii
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t . I I. , I I • ~ ~ ~ ~ •
~~amu
X
f S ~A7f. f yA1L ~
Y1AI~t A9 016'IFD R 11[ oFy~ p p M Oe[d~ K R V
:U
~ ~ N
ma = S1EEP CUT OR FLL SLOPE ~ M it "
m ~1 SLDPE (MAC A CONSTRUCTION SEQUENCE
aUa ~det ~d°` 1. pbtaln a land disturbing permit. Schedule a preconstructlon rrrrlttT~
m~s~lpq . conference With the Conservation Inspector after permits are
emrorr issued & before any Work fa started Conservation Inspector ~ a [phone] ~ ~
w.T lodq wolbmL eAwo 2. Clear on{y as necessary to install erosion control devices. Install ~ o .
nLL ~a+t grovel canatructian entrance pad, silt fences, diversion ditches & a o ~ temporory skimmer basin as shown on the approved plan. ~ m
~o?. oleo, raeF ~ P'OStR4E GRADE 1.Oi MAx t
~ ~ nr ions ooowlae rlwe pp eta -t 3. Call [phone] for an on site inspections by the ~ m • resrrsaro~osimdr I Conservation Inspector. r
tv m~~ j ~ 4. Begin clearing and grubbing. Maintain devices as needed. Begin ^ o X
-ia r x~ SIDE SLOPES ~ ~ ~ eert~ ~ m oa »t ~~IVR~~N ~ tu'aat . rte~waY Z: 1 Yp~ ~p L F6leerueq~a ~ otlaiongalpt• tons wAAWHo 9aN rough grading site and begin construction of buildings & parking W Z ~
-Bp6nT19~i1~B1CRAl1~UN1. \ 4\ \ \ ~y~~ w'~0 ~ ~rw. areas, etc.
G101 W!l ? ~ \ ~ \ ~ \ i?fiG.~[1GIL (tln8 7c I~ 7' IYI f~elE MP ~ ~ R61em a b. Inspect and maintain site once a Week and offer every roln event. ~ 'a m ~ inspection de maintenance to lnciuda silt fence, diversion ditch, ^ ~ m
r Y'et, ~ a°0Y'ea A~a:N u ~'ua aF uNr+K ~ Mn eo aN FQ Fie p ma mcr SIEFP CUT OR Fti1 SLOPE Yon ~ A°~is oe ~ ~mr era lu suA o[ ~aN °1R'~'°"'°~'w"'u construction enirancG tit skimmer basin. ~J i
DATE DESt]eRR ~ Nnldt sxr u S ~s u Iola oar ~Y~I uWIA¢ pU s~R N~~wa ouusOl w mt! IaaYr. rRl u®onD sr oFa~ • oa®Inr r~tFn 14;IalE xp Iqu M g~I n~ ~n~a eueq~ m ~ >bl ~ ~D Uf~R FIO1DC0011 l~~ uw v meon'ew ewA ~tN,maYr.renoanntlR 6. Stabilize site as arose aro brought up to finish grade With ~ o
SIDE NEW -ePauid1v11®mnru~una vegetation, anti paving. Seed and mulch denuded areas Within fifteen (15} calendar days, of any phase of completion ~ ~ w ~
of construction or if site is idle far 16 calendar days ar more. _ ~
STANDARD TEMPORARY SILT FENCE 1 DI ERSIO DITCH STANDARD TEMPORARY SILT TREE PROTECTION FEN V N 9 CTlON FENCE ~ Q 7. After efts is stabilized, clean out skimmer basin and dispose of ~ u e
unsuitable coif property. Begin canetruckion of Bio-Retention Basin. ~ _4 ° o
Install the overflew yard basin & storm pipe. Install the underdroln t1 a a . system. Install specified fill material in the bio-retention basin. ~ y
- Do not aIInW "dirty Water" to reach the bio-retention basin until ~ ~ ~
~ ?>,w 0 8 all areas have bean stabilized. Tn ~
eur.~y.~. T ro lair ~ PuT spa ~~y.~a.s~~~w~cnoN ~ u~ <g 8. When construction is complete and all arose are stabilized ~~ITl o
i~ ~ !;;ti(?t; ~ ,H ;a~,i~~';~~tiiwx" 2 IF dI 1FYi 91ES ANE Sldi 1HAT campletefy, call [phone] for an inspection by the W °n b~ Conservation Inspector. ~ ~
~,,ti+t+:+;-+'i,,;,':~'ti;='"~}i„~r' itE G NnT HEIIoV~ eY TYE 19YClE 7RA1FL- . •:^?,~'r,2'-3' s~q~~ 10 EE ugo4"• p6' oR cF 01c uYFx ~ SmNE, iXF}I VE rnit:5 0F'1HE ' _ ~ a tt 9. if site ie a roved, romove tam ore diversions, silk fence, sediment
EleSld~G ~'+;;;(suaGr sTC,~ as ~wmulu~-. waoPOS~u~srt~r wYaES IIusT e~ Wu~m e~o~ ~mYka n~ g~ ROADWAY ~ 3'• t ~'r""ti~!^:^`~ti :-:u CNEIER LS FUBUC ROLL. e ~s_ PP P ry ~ basins, and seed out or stabilize any resulting bare areas, ~
1~ Y.~'.fi :':b`y~s ;a A~-~~'.~'~ +~,t,En. ~ F ~ PRO~T cnN~Mu~s m Puc I~uu +Uar o~as ~ Y,ua,~ t ~•;_:..-:::~f 3 .+••]r1..., al TO1fE PIIBIIC ROAD THE OOYERI6HO AUIROfAIY ~'k~ 1{ IIIIUE ~a or pave any rosulting bare arose. ~
r t t~•t . CLEAN 7HE AREA A!p ~NY~ a~ F1~N1QAfLY ,~,,~%~;ti='.d~.ara:w~t';t ~ AS OptGTED Ok THE FllIAHCIAL can pq~ e~ tm~: ' r _ °~`~G°"'~°"s° 10. When vegetation has become established, call for final site F••~ U
RESPONSY3WTY FOFdII - - ~ xo. e a eo. et arose Fas smrlsarT a n y CeleRO.. 1 tt s1n n W inspection by the Conservation Inspector. CITY OF RALEIGH r , Q
pI ~ scn~i i arEenm Rree l~sr " - • ~ [phone] ~•i•~ m
rLN\ H m g r~ ~ ~ a a~ ~ U
~ ~ roe~x~Fr.eue~EP r F~~ ~em.E $ erNx Faer ~ luanu aF a Fr. 0
~ w ~ 4 slAr xmH " r- V/
NEW COµ51R4CUCN p sausser conma. stab EgSRNG ROADWAY 1!r W! ~ - s ~s mm
0 1 ft do ' -e- 1 Ry W J
~~yy~~ 1>.r': : ti. : H%C!-4' j„~' ~ - } llTal FT.Q+? ~ ¢tZ - ~ M
Oo ' r . ~ ~ ~ SEEDING SCHEDULE
~ ~ ~ eTee. roar - s re oeml ABAIC lOpOt SIO~ ~ k Res ear area. roar - s to uemi ~ ~ (REVISFDr 1-1-68)
R tK W G
CRDSS SECTION eA -
• Shoulders, Side DRches, Slopes (Max 3:1)
' ~soa.oi 1e06.a '
CONSTRUCTIO E TRA CE 7 N N N DATE TYPE PIAt(if~G RATE
• Auq 1b ~ Noy 1 Tab Fescue 300 Ibrr/acro
Nov 1 - liar 1 Tab Fescue 300 !bi/ass
$ Ab?uul ~ 2b Ibe/acro
PLA VI ~ • Isar 1 -Apr 18 Tab Fescue 300 Ib*/ass Apr 16 -Jun 36 hulled Common Bemwdaprme 28 Ik»/xro
Jul 1 -Aug 1b Tap Feeaue and 120 Ibe/aero
~j e + $ a *paroNntop I)dbt 36 Ibs/acro *aar Sorylxm-Arden Hytxlde 30 ~s/aero
~ ~ ~ o ~
~ ~ ~ ~ Slopes (3:1 to 2:i)
~ ~ ~ ~ ~ (fa? 1 -Jun 1 Anises leapedem (scarified) 60 Ibe/aero
~ _ a
~ ~ ~ ~ ~ ~ < ~ ~ ~ gyp( ((far 1 -Apr 16) Add TaM Feeare 120 Iha/°ae
° ~ ° ~~J ~ 3. 1. . ~ .o _ (I~lar 1 -Jun 3D) Or Add lYeapinq tavegrar 1D Ibe/acro (fJor 1 -Jun 30) Or Add Hulled Common f3ermudagrme 26 Rm/ass U
gg~ && ~ ~ ~ Sg ~fASn IFftiq°°° m Y Jun 1 -Sep 1 Nall Fieau and 120 Ibe/acro
~BroWntaP ~INkt 3G Ibe/oan
~ Q , a a°br Sorghum-Arden Hybrke 30 Ibe/aero Sep 1 - Igor i Sedeea Leepede:° (unhulNd-wwwrjfNd) 70 Ib./sae
X m •+~AOrw~r~~apAa Ai rti' 0 ~ u~aFaptAwyhrerptll ~ _ e~ and Tdl Fescue 126 Ibe/sae
F r g ~a v ~ Z (Nov 1 - filar 1) Add Abnraf Rye 28 R,a/sae
~ pF ~ ~ ~ W - . W J
c~i ~ ~ 8~~~ s, r ~g ~ rh D soars
g ~ ~ ~ z ~ ~ \ Corroult Caneervation Engineer or Soo Conservation Servke Tor
W ~ ~ ~m~ ~ ~ ~ ~ QEY~IOr o ~ ~~~ro saLrayAr . adddlonal iMormatbn oonoeminq other aksmattvee for vao~tia+ of denuded arose. The above vegehdion rates aro those Ylhkh do tYdl under
SPeLM'AY kcal eondRkne; alher seeding rote oomh6~a8oro aro poselbk
fA apER FAtpC ° ~ Temporary -Reseed oocadlrp th optimum season for desired permanent V !
o 3 0 ~ z ~ Yegstolion. Do not diary temporary caner th gra14 over 12' in height bsforo
~e ~ ~g doss-sECnoN VIEW moYling, atMrlylss faseus may bs sh°ded out.
I.: SEEDING SCHEDULE ~
' ~ OPTIONAL FLASHBOARD pES!(~N CRITERIA W
~ ~ RISER DO NOT USE a a a ~ o rF1a0eAeY 9S~R e1SN e W SKII~It~ER BASIN va~NY IInH s 0
5 - Ask leoo~nwe tar see WE a ose~ /IIU J
gt wusc retr rel to t?oo eenH wll' SHEET 3 OF 3 ; SHEET 1 OF J ~lY
Q `Ulr ww>a ~ 1~C fX1Y ~ RA?.OCH CJ~Y OF RAlEICf! r°n ° ° xsuc ~ pEPAmI~~1(? K I,nAS PUBUC L~ARI~r?T o ao
a - '8 m~ er I~ ~ ~t~iuJlaxAa ~ ea 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ~ n~ U
,i I ~ o SIOMMER SEDIMENT DEEP OVER ADVERSE SOIL CONDRIONS, If AVAILABLE. Z
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. . o. ~
s?D. ~ Boas ~ ~ 40.E . 3.} REMOVE ALL LOSE ROCK, ROO1S, AND OTHER OBSTRUCTIONS U ~ O
.i - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ~
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE Z ~ Z UNIFORMLY AND MIK WfTH SOIL (SEE BELOW*). ~ (L{
6.) CONTINUE TILLAGE UNi1L AWELL-PULVERIZED, FlRM ~ W REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 81NCHE5 DEEP.
eamar ~ 6.) SEID ON A FRESHLY PREPARED SEEDBED AND COVER ~ ~ ~ Sk'ED LIGHTLY WITH SEET)ING EQUIPMENT OR CULTIPACK AFTER SEEDING. N
ii
w aA suss 7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. W ~ ~
vLe no = ~
~ rLC asra 8.) INSPECT ALL S®® AREAS AND MAKE NECE55ARYREPAIRS OR RF.SEEDINGS WRHIN THE PLANTING SEASON, IF POSSIBLE.IF
~ ~ rYe res gt7®E aATr k xnn q xog rrc is STAND SHOULD BE'OVER 60% DAMAGED, REESTABLISHFOLLOWING
oRe~E • ORIGINAL IJMI; FERTILIZER AND SEEDING RATES. oarE t~av. 3, as
SIIOACE . 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCETREATMENT SCALE AS SHOWN
JI AND FEt7f1UZATION AFTER PERMANENT COVER IS ESTABLISHED..
c. D VI FRO T u DRAWN BTB
. ARE15 y1~~pE~0EPOR 1RY W 1~NC 1AQ41E * APPLY; AGRICULTURAL LIMESTONE - Z TONS/ ACRES (3 TONS/
THE 9111L~Tf 9ASe1 r) IIIER~ITTFNF QI PERFHpA ACRE IN CLAY SOiLS) JOB Na. FERTILIZER - 1,000 lbs. /ACRE -10-10-10
SUPERPHOSPHATE- 500 Ibs> /ACRE -20~ AiQALY515 REVISIONS
MULCH -1 TONS /ACRE -SMALL GRNN STRAW
ARlI A3~LT ANOTHER -ASPHALT EMULSION ~ 300 GALS./ ACRE II'~3'
' oQ ~
Y ~ ' V y ~
SEEDBED PREPARA7101~ •
- ,e, DA S' PERSPECITVE VIEW ~4" ~ - ~
$ ~
5ntti
g 3 map sdNymt a wfm y RR OWAirm asap amen a IvOtOn
C-5
r.i '

. - ' ' ~ '
'~J n?rfit~
r I- I
slD FDR ARIABLE I I II ~ y l I 24 L I _
sLpER ELEVAr1DN RATE ASPHALT PAVEM I ALT PAVEMENT PATCH I I ~ ( ~ _
I I . SEE 1 SFE 7 I i FDR STAND+iRD 2'6 t' ,r.~ ~ c~rTER 6• I I
oar nca I I , • II ~ I r-e a W4 r-c • r~ 4 u~ s~ • ' I SIDE ELEVATION r i
6 ~ tlCe!'RC.1K:'14~
_ i ,o.~ { a~ ~ ,.,....:•1:....... I I A ,~~wcE A I
I I 3 ~ I I I I ~ 30~ aIRH ~ amEa I ~ ~'slCrWt tIR
I I t.l p •r,t Yr' a ~ • 1' I I Y4 ` I ~ N
I u L ra . t . OOUBE ACCESS ~
f m I r I K RAINS, PEDFSRbW ~ so ACCESS ' •;C>~BCiEDt~A;L 1~i c ~
a7ossHAUS ANC swP etas. ' ¦ c;~ SUlfilADE I. ~~m16 It \ II II ~ • - PLAN dF CdVER g I ~
i ~ nDBH1E RFLms ARE ro a< • • : I
AT Art FrRH.IC s~ ~ 6 ~ I I ~ ~ >s>E~ REOURIFI7, TI}rf}I 5 S NDT pew ®t ~1 1 9.u9'0/4' /
II REr I ~8 511 I ( .r flan m I Ai A[L W~1,6' LOG110hS AS WIN ~ . p I I I~ I z
CH 116 3i17:G SEE 1 SEE HO1E } 4"S s,. • r' I I a
I allo~m an 1pr m o®vr ~1 ~ a 3D' RIMED TYPE CUTTER I I I I SECTION A-A I O a° ~
I I I tl v4 ~ o
C ml~ an I r slur evl m I ~ PA?k1(fM S764L HE BY A STRArWT ET10E P I I I I ~ ~ Z >irE T1sH~ s 3Pll1 ~ ,h ST~RArart EDOE P~~Ry SyEA lV~~ Ia A DEtfs~?Y I I r Y ~ r~ I 1""1 ° an0
5ECi14N "D-D• of Ai etis aF oH1AWED 9~' ~A sl . slor w ~ I T-9>a As~DUFiEn ar H~ I . TED ~ s1i~tE OF 7F@~ W AC NF?H MSH?0 I I.---~ a _~'-i-r~~'r-~ I ~ F'~ I~-•~ ' ti./ ~ .5 rn
II a I I ~ >r~ ~ f ~ OF ABC ~ suut'~ aBrA11m ar A s nrE ~ik T. II ssr of A9C coldP,tctm 1D ~ ~n ErxW. m rppx Op TlfiT s-B ,y C rF rHE ~ik ADL1oMW~CE IlTtrr AS5M0 r-8D bS IIOD~D ln' -
~ • . ~ • . • ~ • , • , Fltaooi arse oR maFR°~Ilr eE suBS7R1nm I.._J . I I of THE cur uw1. I s7DEvauc s, TRF IER AMY BE 511BSTIMED F APPf~I~ED 8Y THE ~FMffR I I ~ V~ I •C yy~~,,~~ OF THE Wf SHA!!. E C ~ ~
OETA9. s/ro~ND rnrrw. rm6naN of s ACCESS +uM+s 711 • , . a TiE sll~ eEpnrm~~r WraHtt li~+ E>~TS r 1 F1 CROSSTyA17rs Alp 570P EiWS FOR TEE IREI~T~7ION. OAASS STR1P I I ASa'1W.r 1G55~LW y'~~ 7LIg4 I I ~ ~ eF N NTEA6tt E7B5T5 SiYl ~aL 8U~ N An CISf SN+4! rFE I I ~ y f ~p ~ I ~ D a a r ~ 9W1 8E dp7NJFD AND COI~'ACI~ THl~dblll,Y ID AdIE}~E A S~k101N ~ v4' 1 I ~ o m
I I ~ ASP1HLr r+UEi~T{r INTERl4L 1 LEVEL PMTTXE va ~ ~ N
I I I I I a ;!o' vALLEY TYPE amER I
I I ra' COffSTRUC>iON JaNls
I y~, wl 16 ML>~1 COMSTRIJCROk JOMfTS e e ~ ~ ON POURS. I I DETAIL ~ HAhID1.E ~ I ~ a . a
• I y. l l I I J~ ®°w11 2 f/2' IXPAN~N JQINr E4FRY 9D: I I SIDE ELEVATION I ~ 7
' I I • I I I 3: 3000 PSI COf~tT~7E MUM, 4 S1UMP
a MR ' I °°r0°~ ~ RACETGH CRY Of RALETGN ~ RALfTGfF ( p I I . EfIG?ImP11a DEFNH~FIR ( a>
I I ~ ~ ct~Nc s~ ~ 11 FTJR mums AT Aswwr m AsPx4.r srRFEr E THE REWIRfMENTS of sEC11oR fats s of t~coor OCO 7 t! A I I OOC 7 !q A
TYPE O9ME}YAYS OR F'/lhpTE STREET TR: H. ale ~ ~n rm ISD1fETRIC VIEY am ~ w ai STANapRaS ~ SPECiFIGiiONS FOR ROADS AND a~ ~ m s i I I I I a>RB ASPS~ ~ ~ I U
SIDEWALK ~~~~5 Jo>NTS SifALL r~ FR1ED RA1aPS II Ga1~?RIIC?~? PAYEMENT I I PATCH ~ ELEVATiDH CASTINGS I FT, Q
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.m11r I FOR Sa~ t 1973 3L41 PROYOE I I I ACTERETI AMY REASON AFTER o ACCESS RAINS FTRT iNE PHI51041Y HNpHCAPAED AT ALL M a Iw ee ro nc THE arn~ ~ I MIN
6078 0lRLB Alp dIHd7 AND 37E1f 04k5 ARE PAQNIFD AND Ai OR1ER FOWliS T r 174rN fr>@>e Mk ~ ~ SiAP D OF F'EDE57RNHS FIOIiS I b ¦ as a srcps 31WL ~ >H ~ ~a'~:w~ I
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a FOR I y ¦ JUEY 1976 A S S PROP06Tfl liNi14lLY OR FIAHNED i I N--J--, . ~ I I A 17RI.RE BATF~~
AI~rnOUls i{TDI ACT Gall aF 1990 7b dAM11>Wls FACE [F eo RN,7R5 PROIFJ770NAR TO THOSE W' Lr I nen~as I li T ~ I~gfD 1q aX4~B 6t~Ileflf.~3~X I 41 FFmr APPIm4FD F7E7CAtr I '1~
I i0 PERSDIIS oN THE aIAS DF R4X; SDy 1µ710?ik. OgItlN REIAXON THE TFF Ck8 RR;fHS ACT 1961. 71E AWPIED ~ ACCCSS INYE TD ca~Y ~?RI Jr OF iFE n< ( a~ 1 al~.ie mss AttFPTIVrE S IRtrIG SIAIaARO 9 GSTA14ti
I r I I 711AT oN~ ss, }9a~ AND A5 - I ~RyE T?~ ADA I~11~175 FOR HEfECTA&E IW III .
STDE1}'ALK ACCESS RAMP IpiY Iz i9oR I • . ' : • . . I . . { II I 7m0 I 6' CURB TRANSmON • 8' CURB TRANSmON
z SAELYNK ~CCECS RWPS 3641 6E PRWlOED AT SAS 3u~ ~ L"-6• 2'-6• 8'-6 2'-6 Yu ; ' ~ oR nweclED er T~ saElYallc i ~ . I u wANs 7NE oEr R~ 7OOUNk r HE ADJUSTED I ~ ' . TED As IpICLTEn >k as I :a IN ' I
II s O»~ CURB AS OIiH:TEU 6Y 7FE E7~~~E E]OSRMIO LRilf P01FS 1IYBRAH?S 8.6'(if$ESS OIRERIhSE SPETXTTED) DROP IdL7S. ETC, AF77xr P7ACJA@Irf. AT AtL lACATR,IYS, HOT Ti14111 fEET , ~ . , . . ~i~s : ' ~ ~ VARIABLE SLOPE NOT TO TOP OF YD10R@ I IXCEED 12:1 (B.~3X} DROP CURB
OF Fi1SL 1E1pIT CURB 3141. RE F7ATJD HaIHEH I I I •aaia•.ii ai ai•. 6' 'r~4'YYRQAr
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AND UCM CCINCREIE GaIY FOR COHIRLS7 IIi?iI PA Y COIDRS AHD ` r I S~.~ LICE I I HE AN allE<H6iC FNRr OF 1!E ~S7FWCiNH imTl FDR ALL PUHUC STREET 1HHS PICIEHT SH4L ~ U.S® A7 TiE RSITE OF TI IJTS OF PER CU ~ I 5TA DARD NEELCHAIR RA P DEI•AILS
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ACCESS ~JDO~ n1E CURB AiO) AS SFtq}4{ pH HE srAHalt~ ra' r•v r+' v ~ v a. _ I I I I Imo.
I d oR ARE PERI4',51BLE fOR FqY COII57RUCIWI6 FDR RUNS Ai ASFHACT TOOASP7W.T STREET 1YPE EAY;fFr AS 3mIIHH eNLW SIIEEr I aF A B SECIiW C-C ~a~ixYl M ~1 A^6 ~ ~ I ~~loe1~ c
OR iE I PRAGI STREET 11E 0~ 1 I n a i I ~1E>:-r 4 of 4 OF 4 SHEET 2 I ~ w J cnY of RAIFTCiT
CRY OF RALEGGI! RALp~ CRY OF RALEIGH I CRY OF I I I CFN7R4- ENC OEPARf~1(f \ I I OTESI \ • . I EHOII~LO N ter. otpAHFlfExr ~
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RA IPS DF STD. 30A1 0 FAIRER I ~ YALLEI'/R UFD I PS I TYPICAL LocAnoN I ( z TRA sITIDN NDT TD HE LDCATEn I N
STD f 20.11 STD / 2x11 WITHiH THE CURB RADUS. STD ~ 20.21 I - HRAWIa Far n I I II - oRAWDI~ Far m scuF - STA ai 30A3 I W 1""1
LONGITUDINAL SLOPE TD BE Z ~ A MAXIMUM DF 5% TD MEET T~
I I ~ HANDICAP, ADA STANDARDS ~ ~ ul O
i' R I 20~-~- >a I
i; ~ 4' BRICK 4 CifU 5 FT. s~ ~/a' /FOOT R ~
' MONOLRHIC POUR OF I " II I ~ ~ a a ~ ~ A ~ 3000 P51 CONCRETE
R r I _ I I ' ~ as 6' ~ ~ (n
a , ~ ~ I sLaPE ' . ~ ~ o 1/4'/FT, W ~
I I BRICK a 4 n a 4 CMU PROVIDE LADDET! TYPE RDNF. INF. 3G00 P.S.I. CONCRETE ~ ~ Y~
Y DU DUf11 ~ I i I a LOURS EvERr ~ ~ e
W i I ,5 _ I € 4 INCH a' U ^ w
y g II \ 1 r ~ r ~ 5' WIDE CONC. SIDEWALK
I C 3 1 1 3,000 P.S.I. W ~ N
N ~ r ~ ~ ~ I ~ II 1 I h \ h ~ ~ r :I~ \ I-
~ B • OLI .PIPS .BOU:ARD r ~ ~ 'j ~ ~ `~'r .(FILLED. yV C.ONCR~ ~ I ~ / . NDTEALL CDNCTRUCTION TD BE ~ W ~
4 I I \ ' 3 ~ 4 AB4YE GRADE• 8 CONCRETE 1f/ 8 x 8-10/10 ~ y ~ ~ IN CaNFORMANCE WITH THE PRNATE
a ~ ~ 3 F. ~ r ~ o '4 •BELON''GRADE' B I ~ II \ I ~ CITY pF RALEIGH STANDARD
~ ~ ~ \ 3.5' RADIUS I ~ I \ 12 I SPECIFiCATIDNS & DETAILS. CONCRETE WALK w/ TURN DOWN CURA
. , ly ~ ~ ° DATE SEPT 8, 08
I 5 II 1 a ! r 6 ABC SroNE TYPICAL PRIVATE ~ NO sCaLE
~ ~ rb ~ r \\1 8 GATE FRAME TO BE 1 1 r DLl GALY. PIPE TURNBUCKLE - 3,000 P51 CONCRETE FaanNG ~ I I >r ~ ~ e . K CI P DE D 2 8 RET3AR CONT. HC SIDEWALK SECTION SCALE AS SHOWN
a ~ $ ~ cRass-t~rACMc, W?DI uN PEN Nc. Waa w~ ~ r ~ s ~ e r ~ # = r SLATS. PROVIDE LATCH ECIIANISM AT CENTER.
• ~ I A ROD TO a E GATE HOLE DRILLED IN • ~ I TTACH ANCHDR N iHi at ~ ~ ~ d ~ ~ ~ ~ ' ~ CONCRETE FOR SECURING GATES IN CLOSED POSI110N. N, T, S. DRAWN BTB
e I i ~ sf r
e L ~ ~a PU+N sECTION r I ~ ~ I I JOB N0.
~ ~ r ~ REVISIONS
I I ~ NOTE . BRICK TO MATCH BUILDING
s I ~ r~ ~ II ~ gx
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I I SHEET 1 OF 2 SHEET 2 OF 2 r ~ sdWl~ v
CRY OF RALEIGH r e CRY aF 1b4.EICtf I 1 «~1 I tXyRRAL EHa4~'rIND DE>R CEHHEiE EH OEPARIII~TIr
~ _ ~ g ~ ~ m GARBAGE DUMPSTER DETAIL
I ~ ronaWa~ nl I ~nI~I~TRI I~TI~I~I T(~ ~'ITY ~F RAI FIC~H SHEET
PND DETAIL 5l DETAIL ~EWMC
STA 8 2401 STA 20.01 I I STANDARDS, SPECIFICATIONS & DETAILS C-6
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