20081832 Ver 2_Site Plan_20101018 (3)

EIP CURVE TABLE
- CURVE RADIUS tENG7H 010RD DIRECTION CHORD
FLOOD PLAIN ORDINANCE 15'x45W SIGHT CONTROL CORNER ct 1377.3e 457,05 h •1r w 454,95
a P-1 FEMA MAPPED AREA DISTANCE
C2 1377.38 11.39 N 113g
TRIANGLE 1 A t11 M STONE & STONE ASSOCIATES C3 1377.36 ?15.74 t't 'a 215.51
MAP NUMBER 3720172100J 05-02.-06 % 1 GENERAL UTILITY D8. 4239 PG. 657 NEW 20' CITY OF' :' C4 ii0.00 205 07 N 7'1 ' 203.51
�P�O##�E RD. it Q OTHER C? __ 10' g EASEMENT PIN 1721497166 RAt•.E104 SANITARY : c5 440.OD 128.93
"�---�----- RIGHT-OF- �" 1 SEWER EASEMENT " C6 44000 76.14 f28.47
N OS'O 76.05
HEREBY ' TAP PROPERTIES LLC. C7 425 00 30rj.04 4• 30t.34
/ _ _1 QB. 6922 PG, 9 C8 4Z5.00 t76_to 175.13
l APPROV. [I DEDICATED ry,���?: ."� '` ��,�`.._ 24�58'39'Wi6
q3 +C� EXISTING 15' CNERAL
0 w � ..-.CONTROL CORNER ��- ��$ � -_:=,8,8,_ 3�
11(vQ 43 UITUTY EASEMENT PIN 17Z1597362 C9 425.00 131.b5 '41'VII 131.t2
OM. 1997 PG. 2173 CIO 730.0a 124.39 19 %- 124.24
I jj 0 � CONC MON ,q� +•t O �3���� 1 NEW 12'x20' C11 25.00 39.13 1' 35.26
�R`? v �` EIP SLOPE^- -Ct2 25.00 39.29 • y 35.37
_T_ REFERENCES: �� 25 x25' --,�� 588 152°E t EASEMENT C13 25.00 39.25 35.34
1� T'3 E3z -- C14 25.00 35-76 SSS2739 32.78
SIGN �� C1S 730.U0 458.18 571 'W 450.70
1} DO. T 193i PG. 1490 E
O 20'x25 EASEMENT ~`' E&8
j 2} BM. 1997 PG_ 2173 = 4, �� stGN � _ 3 7' C16 'SM.00 a10-ram 7 s 4ON57
{gyp R i.
'' r�EASEMENT �2 EC52 � Ct7 25.00 4139 38-14
ROCK QUARRY Y(\ 1\D Vfv 4`1 1 AI �' siT- ��� 83.914 sq, ft. C,15 -�• EC7 a 41 CIO SM-00 335.01 'i7' YW 328 78
�� �S 1.92fi4 acres (� Spa`'- La 9 50D.00 90.t1 N e'i ll-* 89.99
4 �/0 3 �s � RIVI g: C20 500.00 132.25 3C 131.86
�•' '� i �� �'�r ,�� �r 15'x35t}' SIGHT
t� y l� E_C_ C21 SOO.flD 112.B8 1 112.42
�► 20.41
Z �. TRtANGI.E ,:t�0 C16 ,E38 oL o CC2324 57.50 250.28 7 4-4 94.55
/ 1 ?i (► (l �A E NEW 12'x2p 97.50 138,83 N14�3'15'T 1a7.48
�Q O+ / � •�!• G ���N•� A�� NEW VARIABLE N SLOPE C25 57. 00 111.45 540-25!0 94.80
G `a 4 l t1 Q , / �'�► �s tr `�P� � 1MDTH PRIVATE w EASEMENT cgs 25.00 "48.52
t , O y� P E EASEMENT
CND _CV 25.00 34.67 '10 31.96
4� "1 .' `� RI T 4�+' 1 500 00 39 sst 35 1340-6
CH OF WAY N W St T fi fi,626 s C30 25-00 39.27
r HEREBY DISTANCE 4. ft. C31 440.00 294.81 5'17'17'IN 289.33
DEDICATED r fi EASEMENT 1.5296 6crea yy 51.8i
LJ C32 440.DD 51.87
SEE SHEET 2 FOR Q`�1� ryOP � /// NEW CITY OF ��74 � G 1,476 SF �' sA 733 440.00 242.9�i N-8'3954'W 239.87
n t l `d / RALIrIGFI 20 87,054 sq_ fiw >t. 15'x350' SIGHT C34 25.00 39-43 N89'40'10'W 35.47
WATERLINE SITE TREE CONSERVATION gro$� �h� ���'1- CASI~MCNT 1.9985 acres �.�0 �0 G34 .>?,��5� TRIANGLE �4c�"E Cis b365.00 264,55 14� tt3.39
`4 )N 258.80
E, / .sue �. N6�58�3 C37 365.00 2t6.19 S1 Z`WN 213.f3i
A I�E A S WITH METES nro. g�,� �• .�y c3a 3s5 00 4B.. so2�7• ,a 3
AND
/ NEW 20' PRIVATE e5�
-.---- A i�F U BOUNDS +4r� P � 15'x4 0' SIGHT t�,^X/�-A f DRAINAGE EASEMENT C, 3 �r`SB� E► �a� C39 1377.38 229.93 2-02' -W 228.66
r �' FC40 440.00 38.25 Ni 14 3B.23
•'S� 4` DISTAf�CE 4/ �G .4 u~
Oa EC41 440.00 51.87 1 51.84
h,\Q�� �, TRIANGLE ! % 3`sr �J• �' EC42 25.00 21,03 S30'119B'E 2Q 41
VICINITY MAP
i5'x350' SIGHT EC43 57.50 12.79 N47 579N 12.72
1• EC44 365.00 48.36 77'4 48-33
STATE OF NORTH CAROtJNA WAKE COUNTr I, G. SCOTT WLSON, PROFESSIONAL LAND SURVEYOR NO_ L-2601 �`��4 `~ 11� a o� LN W TPITN `�cr 2500 54.450 acres •v � £C4s$ 3g+3�ap 00 ��501 10�aa' 'W 1pq.10
CERTIFY TO - R MORE Or THE FQLlOWING AS INDICATED. !�`� /' rn �' 'fir {O � ,a n � � EC46 385.00 6.50 6.50
erg• DISTANCE �,a �� '5 'WI 91.76
t, G. SCOTT WILSON, CERTIFY THAT THIS �,4 �1 EASEMENT n -D z Ec48 365.00 IL17 S34#738"iiY 817
PLAT WAS DRAWN iJNDER MY SUPERVISION FROM A' OF A SURVEY THAT CREATES A St16DIV1510N h Try ti r 4� EC49 425.00 8.60 t 't7'38ty &I
AN ACTUAL SURVEY MADE UNDER MY SW SON; AREA OF A COUNTY OR MUNICIPALITY IRAT CONE .ION / // �� E' •ts EC"a0 425.00 0.60 4 'w 2.60
17AG S�fjJE'TIOh RECORDED IN DARK � kEGU1 / 71.207 sq. f1. ^� �'�`'j���`r0 �3 4 ECS1 730.00 12. 9 2'0 "W 12.2 20, N83'S4'25"E CC5I 7
NAGE-��,�. EARTHA IN ICAT DAAS A l p0 1.6347 acres �. �j �, .ti sA 30.00 3g.52
262.7'� 7'O2'14"W 39.51
SU V19
CINF ARE CLEARLY INDICATED AS DRAWN - - v�^�d► S 64.210 sq_ ft. EC53 730,QO i2.O5 589�03'40'W 12.05
FROM INFORMATION FOi/ND IN E300K _-_ _.'.� __ ___ __ _• ^�^ �vyJJ �l `tJ>. 1_a741 awes EC54 25..0 2.0 41• 2.38
PAGE_LCUL TE TIS 1 THE RA�10 OE- PRECISION � � 4�! 4�iJ N W �.041 �ti4' � .�'�� `�{�`r,2� EC55 67MOD L91
_ _ SCOTT WILSON F.L_5 0. 2fiD1 rR r S55"Q '23'W 1.i?1
AS CALCULATED IS I_ .P o-� THAT E 2p' r? EC56 b74.0a t58.1S D97'30'W 157.7591
'HIS PLAT WAS PREPARED/IN'ACCORi3ANCE WITH �' � J J o p N EC57 670.00 22.87 �g•01'go1w 22,t;7
C.S. a 7-30 AS AMENDED. � �� �cr
~ M J�91 DRAINAGE 6 G� - .
Ng3-54'25"E ALTERNATE COMPLIANCE EC58 670.00 12.06 12.06
•�,• n' EASEMENT NCO' a� SECONDARY TR:E EC59 2a 00 81,47 S 7' 39,98
tNIIN[SS MY nRIGINA SiGhIATURi_ i.It:FNSi: � a / M>OS c' �� 252_� �+ � CONSEFtVATiON AREA EC60 Z0.a0 23.r0 1' '31 22.34
NUMBI R A L7 5t_AL ]HIS _ ... __ DAY Iflfrt�tiNNt� / 27sef0 ' h 6
ECB1 20.00 f7.81 sBr 4s'W 17.22
85' WIDE PERIMETER YARD EC62 t427.38 209_65 10 '41"w 209.46
_/.�.±� - A.D.. 2008 z� ���� •j9 ��Fg �� 4,�� WIDTH PRIVATE .NEW VARIABLE � L� 0.33 AC.
NCGS MONUMENT / IEC63 t 427.38 232.12 N -06- °VY 231.86
"SAUSAGE" j If p� Y DRAINAGE f��
t y ) EC64 1427.38 fa5.B0 D4' 'I4 105.78
THIS PLA O HE RE r �• EASEMENT `/
___ GRID COORDINATES AFTER _�DA OF _ / J CONSERVATION AREA �" C' '� �7 I'' r^ ` EC85 1447.38 207.15 •5 • 6"Wr 206.97
.t4 m 113,028 sq ft. EC66 1447.38 232s9 2'08'14'tiM 232.74
1'ROFESSI �AL LAND SURVEYOR - LICENSE ► 2601 N 718367.0700 1 COPY A1NE E 7 50' WIDE StllaD 2 YARD �o 2.5948 acres �. v► EC67 1447.38 141.21 A105't 'I4'E 141.15
CITY_ CONE MOEd ?-0 60 0.926 AC- c 1.2762 acres
E 2123523.1900 THIS PLAT IS N0 OUT OF THE � � � 0 5fi,059 sq. it. � o 0 EC68 50.00 B9.tB N 1'tT' 77.81
CITY LIMITS NEW VARIABLE„ 0 1.2869 acres is EC69 25,00 10.31 Nswi 3"W 10.23
� 17 PRIMARY TREE � � EC7p 730.00 20.03 S '44'5 20.03
_40i ` t 'u WIDTH PRIVATE O CONSERVATION AREA �.
THIS CERTIFIES AND WARRANTS THAT TTiE UNDERSIGNED IS (ARE)THE SOLE OWNER(S) OF THE b Q 11 ti U DRAINAGE N06"{15'35'W ZO' 1MDE NEUSE ftIPARI CABLE
EXCEP PROPERTY SHOWN ON THIS MAP OR t'E.AT AND ANY ACCOMPANYING SHEETS SUBJECT TO THE 1 4 75.593 sq. ft. t0D 4 ' '`- o► .� BUFFER ZONE 2 UNE
f wE tAeLE
EXCEPTIONS ON RECOrtO, HAVING ACQUIRED THE PROPERTY IN EEC SIMPLE BY DEEDS) �• •• l 1 1.7354 acres m:w I EASEMENT LINE DIFtEC.I MTJII, u++e ofr c�oH p+srAr
RECORDED IN THE OFFICE OF THE REGISTER QF DEEOS OF WAKE COUNTY NORTH CAROLINA OR t�- W � � � -"' � �� rn JJ81 {TOTAL} � N � 0.33 AC_ � E6 554.33 '1r 2D.00 1:53 s7s• ' '>: 17.94
OTHERWISE. AS SHOWN BELOW AND A5 SUCH. HAS (HAVE) THE RIGHT TO CONVEY THE04 cmwoo n '3'3'S$ - E7 1V87g8'09'� 20.A8 E54 S763 '05"E 25,02
`^� tU' m 257.$,91 N83'5�425 s' E8 ' t184.46'141E 20.01 E5S S29.3 4 20
PROPERTY IN FEE SIMPLE:, AND THAT THE DE[HCATOR(S) WILL WARRANT AND DEFTaIt] THE TITLE i a 2�W Op
AGAINST THE LAWFUL CLAIMS OF ALL PERSONS WHOMSOEVER UNLESS EXCEPTED HEREIN AND z5505 c,r
rn U rs o 110 7 20,00 E5t++ '44' I'W 20.00
THAT 13Y SUBMISSION OF THIS PLAT OR mAP FOR APPROVAL I (WE) DO DEDICATE TO THE CITY W S 11 34,80 E57 't ' t2.14
�.{ U` "� �' Ell 'OS35'E 141.11- ES8 50595 35.34
UI RALEIGH FOR PUBLIC USE ALL STREf 75. EASEMENTS, RIGHTS-0(-WAY PARKS AND we � � Q � � t' j � , t � � � �. E12 Say 834'W 2s.00 E59
GREENWAYS. (AS THESE INTERESTS ARE DEFINED IN THE CODE), AND AS THE SAME MAY BE _ " '� 3.46'26'W 35.39
1Q `�' r -- Eta 2a.2a E60
SHOWN T1•IER£ON, FOR ALL LAWFUL PURPOSES TO WHICH THE CITY MAY DEVOTE OR ALLOW THE 4r.- # x I 1J� .� ` 36'1534WF 19.48
01)
' @ E14 N 3fi ZQ36 E6f
SAME TO BE USED AND UPON ACCEPTANCE THEREOF IN ACCORDANCE WITH ALL CITY POL.ICfES, fL1C i4 nD r R/{!y MON EF31 S13a'46'a4 in '1 N3B•13'34 9.15
E15 N '� 32.41 E52
ORDfNA�tT-ES. REGULATIONS OR CONDITIONS OF' THE CITY OF RALEIGH FOR THE BENEFT DF THE 247 3y• o ra rn c,+ 53,383 sq. ft. NEW SIGHT w t � 7'1 24.44
PUBLIC, $Alp DEDICATION SHALL BE IRREVOCABLE; PROVIDED. ANY DEDICATION OF EASEMENTS t t C3 C, 61.150 sq. ft. a 1:.2255 acres DISTANCE 1 1 Et6 N?0'3639' 20,36 F63 Sbfl77't 27.72
E17 '36 44.64 E64 S80�7'40 59-59
R STORM DRAINAGE ARE N07 MADE TO THE: CITY OF RALEtMi BUT ARE IRREVOCABLY MADE � � � �' iX! � `�i. � 120.01 c.t �' � 1.4038 acres `A Et$ 14 t3t.29 E65 740 52.74
TO THE SUBSfOUENIT OWNERS OF ANY AND ALL PROPERTIES 5t1aWIV HEREON FOR THEIR USE �' w W we +'� 4 a it BASE' FLOOD EL. 239.00 " RNA I EASEI�AENT 60Q0� / JOQ ='N83,5A' sJ t E19 SOW '14 i 7
AND BENEFIT 4 OF T7 TO COhp17lONS OF Sk18SECTION$ (B), (C). (D). AND (F) OF SECTION 1 � 42 UA '�. � � { NEW CITY Or 45
MCNA4 a, M RFPE EL. 241.00 1 2 0 E6B 7^401E s3-74
9 go SECONDARY TREE CONSERYATiOM ARI~q 2 1� E� '1 19.82 E67 740 48.si
AND SECTION 4 OF THE "CITY 570RI►f IaRAFNAGE POLICY" (RESOLUTION t970-742 AS THE SAME. I RALFIM 21T �� NEW 20' 65' WIDE PERIMETER Y � E� Saso6'14'1r 21.82
ARC 5fl. 0 E68 �334 5992
MAY BE FROM TIME TO TIME AMENDED). � l 1 Wf►TERLINE -� w PRIVATE 0,0994 AG. E22 '05'3g-E 10.y7 E69 50g 2'3f, 193.01
EASEMENT L' DRAINAGE 45 3B15 �o t t "tom o f23 lasz >70 37.77'­
SEWAGE DISPOSAL EASEMENTS ARE SET ASIDE u 0 lone ry EASEMENT rn 27. 4 1
ROOK N0. STRICTLY FOR WASTEWATER DISPOSAL FOR THE co COI 10' N 3801 4b �'' ` ` ~�
230.05 G } E24
9.48 F;71 t 't '1tI 37.89
ti C25 N83MV25'1F 20.00 E72 S8728'4 27-35
CORRESPONDING LOT NUMBER(S) AND ARE E 10 °' E26 2 N83'S4'2S"E 457_(39 IS'x35O' SIGHT �• = W a E26 JrF33'54'25'E 96.47 E73 N{I6'I76't4"WI 7282
RESERVED FOR THE INSTALLATION AND MAINTENANCE I I 59,199 sq. ft. $¢ �•.�'r TFN NGL.E '�' - ` .50' NEUSi'-RIPARIAN w 4 E27 �05351` 8.b2 E74 s1a'oo "yv� 115.A5
---- -----_---.--- -_-.. _ - PAGE NO- OF SUBSURFACE WASTEWATER DISPOSAL SYSTEMS. ( I y-359t} ocras NEW 20• W S��AR 4y R/W' C �` ti BUFFER. Zbi
E28 'E 21.22 E75 �q gg.i5
OTHER LAND USES NOT SPtrG1fiICALlY APPROVED BY SD.Op PRIVATE h r''I FLOODPLAIN C' �4 �. y 0 W E29 4.41 'S�v 100.ilt F'76 "ylr 77,78
THE WAKE COUNTY DEPARTMENT OF ENVIRONMENTAL E I DRAINAGE a� Ng3'5a'25"E 44a.318 7d �' . �`' ' + a a 4 E3D N24.41b1'1W 37.62 E77 3YSs' 49.50
RE(S) PROPERTY OWNER{s) SI R WCES ARE PROHIBITED_ A!! COSTS OF 3$1 fi �` ��. - b V E31 105 '1E 28 93 E78 535 20i'W 7S.B2
APMW, LI_C BY:�ALLEh PIPKIN- MAN 'NG PARTNER INSTALLATION AND MAINTENANCE OF THE 4 EASEMENT ti� y y� Z a E32 nI3 '0 30.67 E79
7*1 S35 2a3.25
SUBSURFACE WASTEWATER D15I7(iSAL SYSTEMS AND E7 $� > P?C' t` ,y ��� ��� 4 x �,�, E33 5 t3.93 EB0 4'W 80.47
ALL COMPONENTS THEREOF SHALL BE THE SOLE 257.37' J� 3800 ' S06'S2'3g PRIMARY TREE ti "c O 534 44 'w ii.eB E83 t ' 3"w 108.57
j 1 y COt�ISERVATtON AE2EA c' �'�`9 _.. c�a ci 4.2gss'E 2.aB e6a
RESPONSIBILITY OF THC LOT OWNER AND HIS j `T E St '00 3`yf s2.45 STATE OF o ir'1 SUGCESjtr4n }N TITLE. + c' `a / 2a' WIDE NEUSE RIPARIAN IT'S 3 �� �% �� E37 '22'23'w 92.45
,,G I a v 44,Q43 N >�i BUFFER ZONE: 2 -r 'W 157.78 E86 '37'S 49.50
COUNTY ��t F III r 3 CZ '� S74'SB'313' 467-43 F-85
�► �� 1 > 5 x35t) SIGH r38
G i 4a 1 !n sq. ft. v TRIANGLE ryp O.Ei9 AC. $ N` `� v, E3S t2.0a E87 4"w B7.51
1'`' IV 1.Ot11 acres . P IVJyTE a . E4D '14 20.00 fM 251.51
I CERTIFY THAT THE FOLL0IMNG PERSON(S) PERSONALLY APPEARED BEFORE ME THIS DAY, EACH �� Z Diu BASE FLOOD EL. 239.00 �' `�- 6 R NAGC �j�' 107,557 sq_ ft. 13ti,33s sq. it. �,� A E41 1D6'ta't 20.00 E89 s45 '34'W 80.78
ACKNOWLEDGING TO ME :HAT tiE OR SHE VOLUNTARILY SIGN THE Fri G01 G DOCUMENT FOR 1E `�- -� MLNT ' NEUSE RIPAFtEAN 3.1299 acres E4?
RF'PE EL. 241.Op 8�,033 sq. fty ��ram• DIFFER 2.4692 ocres t� S83'54'2 *W 20.00 E92 55734'37 297-50
PURPOSE STATED HER AND IN THE CAPACITY INDICATED: BASE FLOOD EL. 239.00 $�� E43 4803 E93 739' 28o-t6
L.+�.____�___� � I BASE; f"LO00 EL. 238,00
UA •: -�{� 20� V w o I 5U NEUSE RIP AN A.9291 acres `� Op RFPE EL. 241.0D E44
' E3UFFER ' BASE FLOOD RFPE EL. 241.00 48.03 EgoNp Ste.% t E4$ FS 54' 1N 20 00 E95 4
«• RRIMARY TREE ���'. NEW 20' CITY OF Ift rn 244fb1 6,92
i 8 - 1 1 r, -+ E46 HDW'05' S`W 34.25 E9S N4 13'S7'1N 15.ti1
SERVATION AREA D EL. L. 241. J S RALEIGH SANITARY 1 ,p 34.25 E96 4• 1 1 .6
F'R FLr' 1 44, pp' iRFPE EL. 241.00 '•,,•O!. 100 YEAR �' SEWER EASEMENT I�'' E47
i . D' WIDE NEUSE RIPARIAN W v, �.` '"Z, �•0 N " a'' E48 7fs5 01 Li S45 58.5
MY C MISSION t' PfRE S. t84< ��HLIFFER ZONE 7 eq ` .� d 50 NEUSE RIPARIAN E49 N 91.75 ,
0.028 AC. CEP �� L2
all ��. -• a�a, l E50 §2932' 'W 20.00 L3 21.57
E65 h� rr t {3 -- _ \ _ r`t�` r --r^ E51 S09 2O.Oa L4
/�Iffll111i11111�y� E$7 '� b E fa+ "\ �':` �. \ 4i� ' '"E 19.36
�. p t=SZ 4 20.OD t 5 4 26 BO
"I, THE UNDERSIGNED PLANNING DIRECTOR OF THE CITY OF AREAS SHOWN ON THE PLAT IDENTIFIED AS NEUSE RIVER RIPARIAN R/W MON � EI T � � _ 64 � .• � r _
RALEIGH, AND REVIEW OFFICER FOE; WAKE: COUNTY. DO HEREBY BUFI Eft SHALL HE MAINTAINED IN PERPETUITY 1AI rNEIR NATURAL OR Q - - _ g,� �� •-�
CERTIFY THAT THIS MAP OR PLAT MEETS ALL STA TORY MITIGATED CONDfnON• NO PERSON OR ENTITY smALL FILL, GRADE,� '€€�� EXCAVATE. OR PERFORM ANY OTHER LAND-DISTURBING ACTIVITIES, PRIVATE 8p 1?u• 0 -�„_ O �:; 1'L• 7y --,, EX. CITY OF
RI Q It ENTS OR RECORDING, AidE3 THAT (lt)�JE''OF RALEIGH. DRAINAGE OJ� TVA � ;---- q' -. 7e2 '`-- � rn A ' 4" Y ITS CITY C THE "v�/ DAY OF NOR CUT, REMOVE. OR HARM ANY VEGETATiC}AE: NOR CONSTRUCT ANY _ ^ - :i RALEIGH SANITARY
J�
-s^� , OVEp TlIIS PLAT OR STRUCTURES NOR ADD ANY ADDITIONAL IMPERVIOUS SURFACE. NOR EASEMENT 83 DR r � ' $- � \\ SEWER EASEMEN
6 !D �- a ---- -� LID
-. NT
THE YEAR _ ALLOW ANIMAL GRAZING OR WATERING OR ANY OTHER AGRICULTURAL 3�s 1�)8 SEMIh-y'� - f28.85 .. 8M 1998. PG 1
A A p AC ADICAT SHEETS A !3 ACCEPTED FOR THE CITY USE ON SUCH PROTECTED AREAS WITHOUT WRITTEN AUTHORIZATION -Of S STREAM ALTERNATE COMPUAN EIP
OF RALEIGH HE DEDICATIONS AS SHOWN TFil=RfgN, �T ON THE •',:-- A Y ..• N��3 . V -----�- 285.OTr
1=URTHER CONDITION THAT THE CITY ASSUMES NO RESPONSIBILITY FROM THE DIVISION OF WATER QUALITY (DWQ)-OR *COMPLIANCE WITH CONSERVATION AREA • 7$'W 413,§1.. FLOODWAY
TO OPEN (N2 MAINTAIN THE SAMC UNTIL IN THE DISCRETION AND THE RIPARIAN BUI-FER PROTECTION RULES (15A NCAC 2Q -4233 OR SITE DATA TABLE 6S' WADI: PERIMETER YARD) EIP
OPINION OF THE G rERN G BODY OF THE CITY RALEIGH IT IS •0259). THIS COVENANT IS TO RUN WITH THE LAND AND SHALL BE LOY AREA 22-5676 AC El
�"`!
R/W AREA 11-7419 AC APMW LLC_ 0.36 AC_
IN THE IN ES 4 E? S � BINDING ON THE OWNER, AND ALL PARTIES CLAIMING UNDER tT," _,` - - •
TOTAL SITE AREA 34,3095 ACRES DB. 11937 PG. 1495
PIN 1721471380 ATE COMPLIANCE
SECONDARY TREE OWNER:
F'L AWING pIRI:CTORfwhKE. COUNTY fttVlElft OFFICER CONSERVATION AREA
SCALE IN FEET
85' WIDE PERIMETER LARD APMW, LLC.
0_5955 AC. 3305 #109 DURHAM DRIVE
NOTE- RECORDED RALEIGH, NC 27603
�a 110 240 350 480 IN BOOK CIF MAPS
1} AREAS t3Y COORDINATE GEOMETRY UNLESS SHOWN OTHERWISE- PAGE � S-41
-��� .
2) IRONS FOUND OR SET AT-ALL. CORNERS UNLESS SHOWN OTHERWISE.
3) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES_ � BASS NIXON SURVEYED OY
4) ALL STREETS ARE PUBLIC-RIGHTS-OF-WAY UNLESS SHOWN OTHERWISE_ , ON & KENNEDY, INC.5; OT}iER INSTRUMENTS OF RECORD MAY AFFECT THIS PROPERTY. � JM SUBDIVISION f�«���a� PLAT
s) NO TITLE SEARCH PERFORMED FQR THIS SURVEY. �Cr��NSULTING EIVGII�EERSSHEET
7) A PORTION PE OF THC PROPERTY LIES 1A' A FTED DESIGNATED FLOOD HAZARD 10 CHAPEL HILL ROAD, SUITE 250 ORAWIVN BY �& TREE CONSERVA TI�ON,ARF4S
AREA PER FIiTR,1 F'Ah�E( 372(}•e72100J DATED 05-02"06. I3HG
9) PROPERTY T A PIN.
i721 R RALEIGH, NORTH CAROLINA 27607 FOR
B} PARE+�T TRACT PIN: t?214$43E36
10) REMOVAL OF TREF'S AND VEGFTATION WITHOUT A PERMIT FROM THE CITY OF � 3319 HERITAGE TRADE DRIVE CHECKED BY
'TY 1000E ANt11 W.-I.L. Elf.) TREE RESULT INREAS 15 S'GNIF C NI FINANCIALVIOLATIO CONSEQUE RALEIGH
'f 08-04-08 CITY OF RALEIGH REVIEWWAKE FOREST, NORTH CAROLINA 27587 SIN
COMMENTS SOUTHEAST 40 CENTRE* TE OF
TELEPHONE. [phone] OR [phone] DA
REV. DATE DESCRIPTION FAX: (919j85'#-8968 Mal.), (919)570-�3f2 (UYFy Of�24
R:12007-03JUBSt0703700Rt07037Lt7D1dwgt07037SIJ$PLAT.dwg, 8/412008 2:02:49 PHI, DanGregory � RALEIGH WAKE COUNTY NORTH CAROLINA

30 60 90
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1_440 CITY OF RALEIGH SITE PLAN INFORMATION
L THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL �Q
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YES NO X ;
t
DEVELOPMENT NAME ROOFERS SUPPLY
STREET ADDRESS
INTEGRITY DR 1 ATTACH EITHER THE FOLLOWING TO THIS PLAN:
NEW VARIABLE �� 1 It 1 i A CURRENT CITY PROPERTY MAP SHOWING THIS PARCEL OUTLINED. aff;;l
$ WIDTH PRIVATE 1 THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
t i I t I + WAKE CO. P.I.N. _newly recorded BM2008,1624
DRAINAGE t 1 ti t t 1 1 ZONING DISTRICT INDUSTRIAL-1 TOTAL SITE ACRESLa
,,olys 1 1.225 ACRES co
EASEMENT l ;I tl 1 1 IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDITIONS ON PLAN N o
PROPOSED BUILDING USE WAREHOUSE
00
SITE PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 9,060 S.F. a Y431,90
PROPOSED BUILDING FOOTPRINT AREA (sq. ft. gross) 9,060 S.F. C
VS IO CA 01 1 11 1� I t 1 1` MAX. BUILDING HEIGHT _ 28 _
CID19 l { O I I I OFF STREET PARKING: REQUIRED; 11 SPACES - ,� o
it 3 SPACES PROVIDED: �.
BASIS OF DETERMINATION: r
t i 0 4 i i 1 OWNER/DEVELOPER: 1/2 EMPLOYEES - 6 EMPLOYEES � � � I
Jill 11 �/? I t 1 { NAME(S) RFG REALTY LLC. a
N --> }� 1 I j ADDRESS: 34 CONSTRUCTION DRIVE PIEDMONT S C 29673 P4 o P _
VICINITY MAP l tl I n 4 �..� It I ` TELEPHONE: (8s4) 299-DOSS FAX: [phone] m
91 1 I1 1 1 E-MAIL ADDRESS: m ingogrooferssupplyinc com T,� C)) A w
l 1 { PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN 'c �' `•
REFERENCE: BM2aos, PG 1624 & iTi26 O �4 N t 1 I ' I 1 1
17 Ij IO 56,059 sq. t. I NAME' TAYLOR BLAKELY - BLAKELY DESIGN GROUP
�+ i I p o
1.2869 acres
s=
ADDRESS: 700 EXPOSITION PLACE SUITE 105, RALEIGH, NC 27615 m
VACANT 1{ 11 I I TELEPHONE: [phone] FAX: _(919) 870-0752
55591 SQ FT �� 11 1 III r_
1.28 ACRES ZONE INDUSTRIAL-I it 1 *� It 1 1` 113028 SQ FT E-MAIL ADDRESS: [e-mail] __ F---1 -a' o
a
t I I t I OWNERS SIGNATURE (Required Tn w
I I 11 1 I 2.59 ACRES ( q prior to final sign-off only)
l i I I t I I in filing this plan either by myself as the property owner(s) or W o
N06'05'35"W III It I I through my duly authorized agents. I/We do hereby agree and firmly
1.1 1 {t I bind ourselves, my/our heirs, executors, administrators, successors and
429.83 ill
1 y 11 I I assigns jointly and severally to construct all improve ents and make
(TOTAL} t all dedications as shown on the site plan a e City.
�
i t I 1 DATE: SEPT.B20os SIGNED:
- Ex. SAN. SEWER MH ,
I It I I TOP - 266.92 L
w a
g•I,05 � I I 1 I. ' INV IN-249.61 �
FLUSH PAVING A It 4 It I I INV OUT-249.41 rr����11
All Il I III NOTES F-Z-i n-
255.05 - �I L3
N83+54'25"E 10.0 11 11 1 It EX. 5 CoNc 1. TOPOGRAPHIC INFORMATION TAKEN FROM 4AP PREPARED NE*CO}MB LAND SURVEYORS.
(A1 11 1� 11 1 1 SIDEWALK BOUNDARY & AS BUILT STREEP INFO Ff OM BNK. V)
` y 24•©� 1S•00 {y1I 11 , I t I 2. ALL CONSTRUCTION SHALL BE PERFORATED IN ACCORDANCE "H THE CURRENT CITY OF RALEIGH STANDARDS.
{� 1 i I SPECIFICATIONS AND DETAILS. C
1 0 18 OO t 11 I I EX. 41' B/B STREET 3• (�NIT2ARACTOR SHALL SECURE ALL NECESSARY Pt32MRS FDR CONSIRUCTTOMt SHOWN ON THESE PLANS.
coNc WHEELsraPs 11 ' I I W/ 3Y CURB & GUTTER 4. ALL ;!IOR'K
IESIONs AND STAKING POINT LOCJITIONS ARE TO BACK OF CURB UNLESS OTHER00SE NOTED.
1 L5. ANY SHOWN O THESE PLANS THAT IS FOUND 1T) BE TN CONFLICT WITH THE CRY OF RALEIGH ZONING
PAVING n t I 1 t AND TBACK REQUIR SHALL BE IIIIy1EDU1TELY REPORTED TO THE LANDSCAPE ARCHITECT FOR ADJUSTMENT
OTM
151.04 2• 2 191 I I 1 1 { Q NS FOR EXIS7MG UTILITIES SHOWN ON THF3E PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY
to 6' ABC N 1 I I 11 I I THE LOCAT10Ns OF ALL Ui1LmE5 AN sTIALL BE RESPONSIBLE �pR ANY DAMAGE TT)C°SAME
23.00 PROPOSED P I� I 1 I PAVING ON PUBLIC R 2 /2_TO BE 7: CONTRACTOR SHALL AT ALL TII,IES AIN ADEQUATE SAFETY A JISURE5, ACTMTIES. AND BARRICADES FOR
SITE
ONE SIDRY II OD I 1 1 I I t t & 3O' CURB STONE.URER 12 & ODNTRACTOR SHALL PA1NIF SYM9OIS, INSTALL SIGNS AND CONSTRUCT NEECESSARY RAMPS, AS PER THE NORTH
WAREHOUSE BUILDING - n l 1 y I 1 1 1 CAROLINA STATE BUILDING CODE. FOR ALL HANDf PARKING SPACES AS NOTED ON PLAN.
9.060 S.F• 8a SIG SPACE W P \11 � I 1 I t 1 1 9. CONTRACTOR SHALL DELINEATE PARKING SPACE LINES. HANDICAP SYMBOLS, DIRECTIONAL ARRO}t LANE
U 1 l 11 1 I MARKINGS, "STOP' MESSAGES. ETC., AS SHOWN ON THE PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO
VAN ACCESSIBLE 7 W I SIGHT THE MANUFACTURERS spwFICATKONS. USE WHITE PAINT.
11 o Y 1 A I 11. CALL NORTH CAROLINA DENU AREA (S 1 ONE CALL COM
0 1-a�6M-4"9 BUMM LNGGING.
t1 I I I DISTANCE 12. THIS SITE IS NOT WITHIN A WO YEAR FLOODWAY FRINGE AREA.
11 � I I II EASEMENT 13. PROJECTED SANITARY SEWER FLOW IS APPROXIMATELY 15o GPD BASED ON 25 GPD/EMPLOYEE ASSUMING B
12' QWPY LM 121, 12' OH �• PAYING I� 11 1 I t 1 1� 14. SSIITELMUUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.
oo t i 1 � {t 1
12' OH pEO. 2' 1-2 HC C�IBL.E
N O O -_-� Tic AIccESSIBLE R 9' ABC'
R w/HC
a? -
- - G- 1fi CONCMM PAVNG I t ICIO
I
a .99 t I
RETAINING WALL. R,T I l I I �► I l
O .00 I I 11 ' I TYPE R7-8 S"
1 S I I I 1 It I I rAPPROVED FOR USE � k
y I t 1 I I t 1 1 UNDER G.S. 20.37.6
61150 SQ FT N 1 `'� " 6'ABC t I 60.0 I I I # r
1,40 ACRES DUMPSTERS 53,383 sq. ft. a 70.00 l t` 41.0 I 1 ` A •
ZONE INDUSTRIAL-I W 8' HT. WOODEN o I L I t I
I�IT ;
VACA FENCE ON 6' CONc. 1.2255 acres Z
SLAB, PAINT TO MAT It
11 It I i �� -' NOTE: FOR THIS APPLICATION
BUILDING PANELS W I II I t I THE SIGN MAY BE MOUNTED
HEIGHT TO BOTTOM OF SIGN WHEN ON A POST, THE BUILDING LLJ
PEDESTRIAN PATH FROM CAR TO FACE, A COLUMN OR Z
ANY OTHER FIXED
WALK DOES NOT PASS BY OR uNDER THE SIGN. MOUNTING SURFACE. Q
:; I �j
I TYPE R7-8 SIGN APPROVED FOR
1 I j 11 1 ' USE UNDER G.S. 20-37.6
HEIGT TO BOTTOM OF SIGN WHEN 01
C>LI / !1 '� 1 t 1 ll k" PED��'L�NESPBYiOR�U INDER THE SI CAR To GN. ��
PAYING ON PUBLIC R ' 1 2 tD / // 1 4006.
10' cAsc STONE, 2 �2' h2 as' I / /! 1 I 1 ' � 'r -
& 30' CURB & GUTTER W �� /%�
3815 ___ , t
- �_� It { I o %/
2- it I
,= l ' _ 2' B
�S;�16E�WAL�K . I ' 3.4 PARKING LOTS
j`� I _ '4 1 ( -S TYPE RESERVED PARKING SIGNS
TySr !J ^I �•�----sS 1l I ( A�SDPERES('.LRIIIBED (31f THE N.C. STATE BUILDING Z
w� S1 EIS I,N 1 , VOLUME 1-C, ACCESSIBILITY CODE
"^ _- _�:�+���:.� �- - rn �1�C�`RI
g" p1/C SAAI• -Ss- ^ `I�I I SECTION 4.1.2
;� -- ;-.•=� -- L INsrA, o �X1 -ss---�--- , 1 1 O
T- HC PS AT o
sIOEWALx Q --ss^r -`3BLIC Yv __-- - i 1 HANDICAP PARKING DETAILS U
_ t
r ems^ __--�- ��{ \ L T V)
�' I�
C- - �� EX SAN. SE MH ��. Z
TOP - 252_83`� \ VAN > � PAWING skits
15 x35{I SIGHT ►I INV IN-23s.2-7 �'� 4- MN
EX. 41 B/B STREET TRIANGLE �' INV IN-235.97 �\ �\ \ A �� =P Q Z
~ r TOP SA 250. \SEWER MH W/ 30" CURB & GUTTER + INV OUT-235.77 CCESSIBLE
V :r W w
{�
INV IN 237.85 1 �� \ 0
INV OUT 237.65 '7 I ` 12' STOP ,
\ hAN AccEssi� wCD
ti I } 4 11 CN
00
RESERVED U
�1 L
PARKING MMMY °R
! � c gr WN.-{-gr+9e• ATIt�. =TI SEPT0
COLORS: I--`I1xr M! MRusPA�cE DATE 8, 8
2w MIN• B
LEGEND & BORDER - GREEN t�WEEN CARS SCALE 1"=30'
- WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE DRAWN BTB
-47L OF TH TOTAL UAI NUMBER OF PARKING JOB NO.
---12" FORSPACES OR AUUSE BY DINLI D/HANDINCAPPED PERSON SHALL BE .RESERVED
I TYPE R7-8 '
- PAR�iNG SPACE� �SHALL BE AT LEAST REVISIONS
I PARKING„J 9s' WIDE WITH A MINIAIWII OF 60' WIDE ACCESS AISLE. 11-3-OB BTB REVISED PER
SPACES SHALL NOT BE ORE THAN 200 FEET FROM C.O.R. COMMENTS
TYPE R7-8, R7-8D PARKING SIGN i AN ACCESSIBLE ENTRANCE & OR CENTRALLY LOCATED I
APPROVED FOR USE UNDER R MAXIMUM WHEN THE PARKING LOT SERVES MORE THAN ON BUILDING. t
GENERAL STATUTE 20-37.6 r�
T-E ALTY - ONE IN UGHT in 8) ACCESSIBLE PARKING
SP,4CE5 OR A INI UM OF ��I- WHICHEVER IS THE GREATER
1 250.00 Nu a S SHALL BE VAN ACCESSIBLE AND BE N>0,0
I TDENT1Flk'D WITH THE WORDS 'VAN ACCE551B> ON AN
BEGINING JANUARY 1. 1989 ALL ACCESSIBLE ABOVE GROUND SIGN• VAN ACCESSIBLE PARKING SPACES
PARKING SPACES (INCLUDING THOSE SPAC SHALL BE OPEN TO
ALL VEHICLES PROPERLY IDENTIFIED
` EXISTING PRIOR TO JULY 1. 1979) SHALL BE 12. IN COMPLIANCE WITH GENERAL STATUTES 20-37.6 SHEET
REQUIRED BY GENERAL STATUE TO BE R7_8D
IDENTIFIEDTYPE BY AN R7-8 AND R-7-LID SIGN. SITE DEVELOPMENT
u

r
It!i
30 60 so CITY OF RALEIGH SITE PLAN INFORMATION1-440
t
THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL 'U
c graphic stale
YES No
DEVELOPMENT NAME ROOFERS SUPPLY
STREET ADDRESS 3826 GENEROSITY COURT. LOT 15 SOUTHEAST 40 %.,
INrEGRrIY DR ATTACH EITHER THE FOLLOWING TO THiS PLAN:
NEW VARIABLE , A CURRENT CITY PROPERTY MAP SHOWING THIS PARCEL OUTLINED. uJ111�,� `1 1 i
I l THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
WIDTH PRIVATE t S III
�11 I I I I t WAKE CO. P.I.N. neWIX recorded BM2008,1624
coxes DRAINAGE >�14 1 It l l ZONING DISTRICT INDUSTRIAL-1 TOTAL SITE ACRES 1.225 ACRES
s►a� 11 t
EASEMENT 1 i 1 IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDITIONS ON PLAN Q
`` 1 PROPOSED BUILDING USE o 0 4 1)< I WAREHOUSE n m
1 I PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 9,Q60 S.F. 0 Y
SITE ` ,� l I t PROPOSED BUILDING FOOTPRINT AREA (sq. ft. gross) 9,060 S.F. _, - 0
>� i f MAX. BUILDING HEIGHT __ 28' o
US�o OD ` �II �� i �` OFF STREET PARKING: REQUIRED: 3 SPACES PROVIDED: 11 SPACES W Z ,� o
I BASIS OF DETERMINATION:
p it 1f 2 EMPLOYEES - 6 EMPLOYEES
' l O l l I OWNER/DEVELOPER: W
1 1 t i NAM£(S) RFG REALTY LLC. Q
i w CIS 1
ADDRESS: 34 CO STRUCTIO DRI I D O S 2 673 Q _
It { 1 TELEPHONE: 64 299-0055 FAX: [phone] w w
VICINITY MAP 0 40 � Q I ; ' t� i E-MAIL ADDRESS: -nrwingo®raoferssuppllvinc.com �' v W
REFEREl�CE: Biy12008, PG 1624 de 1e25 0 14 N 4 ( t t l t PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN c a
0 66,059 s ft. 16, 1 0 jt I 1 NAME: TAYLOR BLAKELY - BLAKELY DESIGN GROUP _p .2 o
q' 1 ���I i G`, t y I; 1 ADDRESS: 700 EXPOSITION PLACE, SUITE 105 RALEIGH NC 27615 COL
17 1.2VA9 acres TELEPHONE: (919 870-1868 FAX: (919) 870-0752 �..J .2
CANT ! c�(
55591 SQ FT ZONE INDUSTRIAL-! Q� `� "a�� *� ;; ` 1 IX. CURB INLET 113028 SQ FT E-MAIL ADDRESS: taylor®blakelydesign.net g
1.28 ACRES �p� �� 1l q i 1 i� TOP - 257.31 2.59 ACRES OWNERS SIGNATURE (Required prior to final sign-off only) � �
�l 1 INV IN-262.31 0
��, • lfl, I l INV OUT 252.11 in filing this plan either by myself as the property owner(s) or 0
N06*05'35»W 1 i !� i 1 t through my duly authorized agents, I/We do hereby agree and firmly
l / \� / 1 i EX. CURB INLET bind ourselves, my/our heirs, executors, administrators, successors and Q �-
I I \lS I TOP - 257.35 �
(TOTAL).83' I // 1L 1 \ 1 1 INV OUT-252.56 assigns jointly and severally to construct all im rov me and make U
/ ! I \ +/ l t l all dedications as shown on the site plan a a the Ci CD
DATE: SEPT:8.2008 SIGNED:
/ / 1 EX. SAN. SEWER MH v
N t ( ! O 1 1 I TOP - 256.92 Q
1 I ! CTI I i 1 INV IN-249.61 w
N Mid � �� FLUSH PAVING; t ! I i tl INV OUT-249.41 NOTES C
NC*4 f'_V/ N83*5�4'25»E 255.Q5 i ! t;rnjrt, t +i i�' �7EWAL�NC 1' TOPOGRAPHIC uNDARY � BunoILT srnETr:-r' INFo F°I'IRoi�'eNP�REPa�n B uND suRUEmRs. Qt �
( 1 `X 2. ALL CONSiRUCTION SHALL BE PERFORMED, iN ACCORDANCE WRH THE CURRENT CITY OF RAIMGH STANGRDS, � �
l I 2�7.6 / e I I, ( i 3. CLONTSPECIFICATIONS/��C•�pR� SHALL S�RREE ALL NECESSARY PERMITS FOR ttONS WO1ON SRO" ON PLANS.
�i"`I 1 I 1 i 258.6 258 .4 t 4 1ca j MENSIONS AND STAKING POINT LOCATIONS ARE To BACK OF CURB UNLESS OTHS?"E NOTED.
26B x 268.D ! / 1 o t t I 1 EX. 41 B/B STREET ♦. ALL DI J
1 1 l CONC. WHmsTOPs i / 11t { W/ 30" CURB do GUTTER t. ANY WORK SHOWN 0 THESEE PLANS THAT IS FOUND TO BE IN CONFLICT WITH THE CRY OF RAWGH ZONIN
1 I I L \ \ U a pyc DRAM TINE ! PAVING 70 { 1 AND SETBACK REQUIR ENTS SHALL BE II�iMEDIATELY REPORTED TO THE DSCAPE ARCHITECT FOR AD.IUS�ENT
l 1 l \ \ T1E ROOF D0 / n 1 e. LOCATIONS FOR EXISTING UTILITIES SHOWN oN THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL_VERIFY
1 2' 1200 l I l \ \\ \ 268 4 �` $'ABC! N , V I l t I THE LOCATIONS OF ALL UTiUIiES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME
1 .74 1 1 1 i PAVING ON PUBLIC JR
TOBE7. CONTRACTOR SHALL AT ALL TiMES MAINTAIN ADEQUATE SAFETY MEASURES. ACTMTIES. AND BARRICADES FOR
PRO STORY � J I � � 1 10' CABC STONE. 22' 1 2 THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
WAREHOUSE BUN_UING N ! I , } 4 I 30' CURB G B' CONTRACTOR jLDIu1iG��DE, FDR ASTALL SIGNS AND LL HANDICAP PARKINGN SpUCT NEC N ARym ON
NAAIPSAN PER THE NORTH
9,060 S.F. HC SPACE W/Rf N ACE�BOLS. DIRECTIONAL ARROWS. LANE
t lE SHALL DF1dltJRE PARKING SPACE ONES. HANDK:AP S>fhl
1 1 \ \ \ \ \ 8a SIGN B RAMP/ 0 ^ (f I \ t 1 "5TOP' SAGS. ETC.. A5 SHOWN ON THE PLANS WiTH TRAFFIC MARKING PAINT ACCORDNG TO
F,F.E. - 259.o au ACCESSIBLE/ i \ ' / I THE uFACNRER'S SPECIFICATIONS, USE WHILE PAINT.
258.9 7 N 0 ` `s�,(,y ` I 1 SIGHT i1 oEPiu !O O 1-9oo-eat-4s4s BET�RE o+calNG.
\ \ \ \ �` �� ► / I I DISTANCE 1.2 THIS srlE rs OT WrrillH A 100 Yi�R FLOODWAY FRINGE ARIA
.5 V I 1� 13. ECiED SA�rrARY SEWER FLOW Is APPROXIIulATF1Y 150 GPo BASED ON 25 GPD/EMPLAYEE ASSUMING e
, � t 1 i EASEMENT
12' CANOPY 12. OH pFp, 1 \ 1 N ; 11 14, StiE MUST BE STABILIZED Aim SEEDED PRIOR lD 1591AlrCE OF CERTFiGTE OF OCCUPANCY.
PAVING l } 1 1 26
1 1 1 l N PED. \� 258 ` 1-2 C 1 1 ` 1• 11 1 IMPERVIOUS A - 32.121 S,F. ( .737 AC.)
1 I I N C3i 12 REA BLE ! Zl HB W/H� 1 U) ll 1 I
t 1 Ui rn PIED F4C ! Bowe
i N O \ 268.9 ,-�,_ �� 2 �.o t tj t I
tJ 01 co 298.8, 2 &G-'
�, N W ` --
t$ col�cR ' I 1 z i f 1 Cy)�l
j 1 1 1 (,1 1 .8 254.B RETAINING WALL. � �'LrJa� i + m I. l (y
t
DISCHARGi RRQO�F km_ 1 PROVIDE RIP RAP DISSIPA / i L I 1 L0
ON CONcAsLAB , 2Sa 4 \ 1 5 / i t( /
16 l t 1 1 l X250 DEEP. USE 10' CLASS 'B'
1 t 1 1 \` PAVING STONE' 54
e,
61150 SQ FT i I 1 y 4 i /
Z ` \\' 'o I/ `
1.40 ACRES DUM R!J i 1 53, ,Sq. I f. --'"'" 262
ZONE INDUSTRIAL-I W 8'1 WOODtiN
I •225 _,,��f 1 \v i
VACANT F� N 15" CONC. Z"r`s _
BUIL[IN PANEL$SLAB NT TO MATCH I \ 57�Vr B�RAVEL SURGE EDtpTH ` It 1 TOP - B IN
264.79
t l l jJ11 INV OUT-249.6
1 1 t I l \\ BIO- S.F.NWN AREA d l LLI
1 \ (3,475 REO'D.) 01/ I 1
3'x3' YARD INLET
TOP GRATE-250.6
SEE DETAIL
l N \� '` :ram :W ; , c,il�_
1;1J�' Lo
NIP
r K. :- ..... 11{�] 'Ex. a �ILET
PAVING ON PUBLIC R/W B I � - �,.. ::: : _ .,��_:... ::. : ",.�.. „// 1 TOP Qa5` 71
10' CAW STONE, 2 1/2�2 :=-= -�:^a; _ _ ,�,--�� �170 �INv 11�124�91�s � I-
`; & 30' CURB dt GUTTER -� 1 1 \ .•: r..:c; :.: i� // O
PROVIDE S T DRAIN 251.2 251 -` �l b S NV OIII>j�2 .1
t TO PICK N 'R _I
WATER IN R AY �L_ --- t
■ 1 & DIVERT ro +�
l 1 BIO-REnwnoN tt 1
IX. 5' CONC \�_ - ! �- 11 11 i 1 I..LI
-�~ RCT' t
83 w� Ex. 3s �� I �� t
is
EX. 36" ftC4�1 �� I �,'-' " pVC SIN• S ER I-Iia �'ss- _-ss- ` �, 1 I i z 0
/ IAT ST� _` ��2 I "
� I � `��""�f�---�� IC RAW
<� 0111 - - _"__SS_~ 2s 6_0 PUBS----- -==
{� �}{.� �5- E RIP RAP DISSIPATOROC. CURB INLET
�S� _ f 1 `r 4' WIDE x B' LONG x 22'��-,� -�� ..,+..."+'� TOP -
- ss-..._ -ss- [\�~ v DEFp USE 1;1-�.. -243.81 ♦\
_ss-t- .� _�<< ���� .�� i EX. SAN. S MH 0
36 RCQ INV OUT-243.61 `� 46
�� 1 TOP - 25 c6l'- \
15 350 SIGHT all �l INV IN-23r8 27 �\ �` LLJ
EX. 41' B/B STREET TRIANGLE t NV N-235.97
W
`, ��:.�•_'�'"�'�� � � � EX. SIN. SEWER MH W/ 30" CURB & GUTTER 11 1� INV OUT-236.77 \ � �� •
TOP - 250.63 IX. CURB INLET I \ \. _
INV IN-237.85 TOP - 251.31 \ 0
T0(. CURB INLET INV IN-242.45 IX. STORM MH 11 1 ` �`
TOP - 250.69 INV OUT-237.6fi INV OUT-242.25 TOP - 253.23 �r '� i `���\ \ `�� Q
INV IN-241.65 ! l CAI
1 INV IN-247.76 N TH
1 t t 1 INV OUT-241.45 00
INV IN-245.30
INV OUT 244.2 S I � ISO
t�x ! N, (J'
00.
` 1WOO
DATE SEPT 8,08
u ` ���� +!'�i SCALE 1"=30'
DRAWN BTB
JOB NO.
1 REVISIONS
t 11-3-08 BTB REVISED PER
C.O.R. COMMENTS
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SHEET
C - 2

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4' GRASS STRIP _
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GROUND ELEVATION - 249.85 w
J
2' WIDE STONE MAX_ PONDED WATER DEPTH- 9"-12" Q
# STONE 6 CAPPED CLEANOUT PIPE
12" DEPTH
z
60V-of PAYIN4ALI 24" 48" OVERFLOW BASIN W/GRATE HYBRID BERMUDA SOD ( Lf�
TOP= 250.6
, SHEET FLOW TOP BERM = 252.0
22'-0" WID x 178'�-0" LONG w 0
SPILLWAY = 25i.5 �
2.5 2.5 ------ -_
1 1 f—=i1A z
=IIII r Illl�llil -
LIMIT OF PAVEMENT 2.5 U)INIIIII— 1 Q
SOIL MIXTURE- CRITICAL IIII
IIII m O
INFILTRATION RATE OF SOIL MIXTURE DO NOT COMPACT SOIL MIX OR Z
1 -2 /HR. (see specs) ip USE HEAVY EQUIPMENT TO _0
85-88% WASHED SAND N PLACE SOIL MIXTURE }— V)
10-12% FINES z 0
t; 3--5% ORGANIC- PEAT MOSS L w
P INDEX TO BE BETWEEN F— Z
10-30 IIIII __..........._. _..........._........-.•.:. _:....._ ___�- 1111N- wLd
_......___----- __......._•
_....._.'— _...__....._...._....._ —
_...__. .. __..-..__
_.............._. _ _ __ _ -_.. ..._ _
— III— 8 SHED 57 STONE
GEOTEXTILE FABRIC =IIIII=IIIII III = = — O N
" _-IIII 11111-II111
_ OVER SAND & STONE — — 00
IIIII= =111 - - cc
6" PERFORATED SMOOTH WALL UNDERDRAINS DATE SEPT.B, 08
@.5% W/GEOFABRIC SOCK PLACED LONGITUDINAL 38 - 18 HDPE PIPE - INV. OUT= 243.8
IN BASIN CONNECT TO YARD BASIN 3'x 3' INSIDE YARD BASIN Co SCALE 1"=30'
DRAWN BTB
TYPICAL SECTION THRU GRASSED B TIO I0—RETE BA JOB No.
N N SIN REVISIONS
C.O.R. COMMENTS
I, SCHEMATIC NTS 11-3-0e sre R�nsEo PER
I
SHEET
C - 2a

O 30 60 go 0
P..X '
t..440 CITY OF RALEIGH SITE PLAN INFORMATION
THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CiTY COUNCIL '
L
o graphic scab
c
YES NO x
DEVELOPMENT NAME ROOFERS SUPPLY
STREET ADDRESSOSITY o.
INTEGRITY DR ( ATTACH EITHER THE FOLLOWING TOETHIS PLAN-URT. LOT 15 SOUTHEAST 40. _- 'cS%'
NEW VARIABLE
1 11 I 1 A CURRENT CITY PROPERTY MAP SHOWING THIS PARCEL OUTLINED.
WIDTH PRIVATE
+ THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
l I� tr + +
I DRAINAGE t i I 1 ZONING DISTR CKE � P.I.N. newly recorded BM2008.1624
�IyE, ' It + I INDUSTRIAL-1 TOTAL SiTE ACRES 1-225 ACRES iO
Q EASEMENT I; ; IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDITIONS ON PLAN N 0
l It I i PROPOSED BUILDING USE WAREHOUSE n 2
1 1 t PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 9,060 S.F. o CO
SITE TTl A I� `� ` PROPOSED BUILDING FOOTPRINT AREA (sq. ft. gross) 9,060 S.F.
1 I I I It MAX. BUILDING HEIGHT _ 28' " Q
00 L l t '��"i� ;11 t 1t OFF STREET PARKING: REQUIRED: 3 SPACES PROVIDED: 11 SPACES z �° o
BASIS OF DETERMINATION: m '
l �� O 1>� i OWNER/DEVELOPER: 1_/2 EMPLOYEES - 6 EMPLOYEES 2 a I
�r1 , U� I� I I NAME(S) RFG REALTY, LLC. _ i
N �I , ADDRESS: _34 CONSTRUCTION DRIVE PIEDMONT, 5 C 29673 o n __
00 i TELEPHONE. [phone] FAX: a' °
VICINITY MAP I n { ►-�, +t + [phone]
� ..
O 00 x I 11 l 1 E-MAIL ADDRESS: mrwingo®rooferssupplvinc.com _ Q' 1.1
0�)
CD
N l �q • i � n 1 I PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLAN 'c �' "
REFERENCE Bil200e, Pc 1624 & 162b t i o f 10 +� I �\ NAME: TAYLOR 13LAKELY - 13LAKELY DESIGN GROUP �j
+� 56,059 sq, ft. 11 1 1 ( y ) ADDRESS: 700 EXPOSITION PLACE, SUITE 105 RALEIGH, NC 27615 F--i ° o
17 1.2869 acres 1 � 1 11 t J
VACANT It 1�1�°i 1 I TELEPHONE: 919 870-1$68 FAX: [phone]
EROSION CONTROL LEGEND 1.28 C Ft ZONE INDUSTRIAL-1 a I *"� It
EX. CURB INLE? 113028 SQ FT E-MAIL ADDRESS: [e-mail] 1--I :'-' FL
1.2$ ACRES F3 t �A I I I +l TOP - 267.31 (!1
rL 2.59 ACRES OWNERS SIGNATURE (Required prior to final sign-off only)INV IN-252.31 9 Y)
INV OUT-252.11 in filing this plan either by myself as the property oWner(s) or w $
N O6 O5 35 W t / i I %t 1 through my duly authorized agents, I/We do hereby agree and firmly
TE��ORARY SILT FENCE + / ��{ / I I EX. CURB INLET bind ourselves, my/our heirs executors, administrators, successors and
4 2 .$3 I / �+ (( cS / t t TOP - 257.35 assigns jointly and severally to construct all imp ments and make .Y
/ �' I �+1 `� / I I INV OUT-252.58
7WPORARY DNOWN WCH (TOTAL) / / ! 1 ` / I I + all dedications as shown on the site plan s o the City. U
I
TEMPORA#Y DIVERSION DOH t mac. p i t DATE: sEPra,2oos SIGNED:
7EWPORARY CATCH BASIN , ! i ! I ! I 7" a: ..� ! Ex SAN. SEWER MH U
:... RISER FIL7ER 1 ! ; ! 00 N t 1 t 0 t { I + TOP - 256.92
I M ♦� �46 10 � to � 1 i 1 { + INV IN-249.61 Q
W y i I I INV OUT-249.41
,v `` ry cr l + I + NOTES Q
. . . �N �%� ! { i 4 5•�E 255.05 I - I ! �+It� ti 1 + 11 Ex. 5' CONG 1. TOPOGRAPHIC INFORMATION TAKEN FROM PREPARED NEWCOMB LAND SURVEYORS. �L+ 0
--- Td#WtARY C�04MM C110N - - 1 + + i I N83'54 2 i i I + 1{ i �VT57SIDEWALK BOUNDARY r4 As BUILT srREEr INFO FROM eNK. En
ME
.... ENTRANCE I 1 ; / + + I 1 i A �1 1 1 I 1 2. SPEDFICATIONS AND DSk�4i�L�E PERFORMED IN ACCORDANCE WITH THE WRRENT CITY OF RALE1GFi SUNDARDS
1 I + i 3, CO R SHALL sacURE ALL O
I � � �1v � t + EX. 4i' B/B STREET LH
1�S AND STAKING P�OINi�( L�OCATI�ONSEDAMRE�TO BACoF URB uN �E�(I�N PLANS.
J
/ + 4. IO
30 CURB & GUTTER 6. SHOWN ON THESE PTHE CITY OF RALEIGH ZONING
i11 K REQUIREMENiS SHALL BE IMMEDIATELY REPORD33 TO THE ARCHITECT FOR ADMI'MENT
00 / It + 6: FOR EaiA%ISTING llTlLtilES SHOWN ON THESE PUNS ARE APPROXI TE. CONTRACTOR SHALL VERIFY
I� + i I 1i 0N5 OF ALL UTILtT1Es AN SHALL BE RESPONSIBLE FOR ANY oAMAGE TO SAME.
STORM DRAIN INLET PROTECTION I + 1 \ \ t i I z.
1 t 1 \ \ �� � �7 / as / I 11< + 4 THE PROTECTION OF ALL P TIMES ON ORNABOUT i�FIE LACATKIN OF THESITE
ACMES' AND BARRICADES FOR
I t 1 \ \\ \ ��\ 1 Oa i it t t I 4 CONTRACTOR SHALL HUNT S BOLS, INSTALL S06 AND CONSTRUCT NECESSARY RAMPS AS PER THE NORTH
5V N I .p1 i 1 I i CAROLINA STATE BUILDING CODE; FOR ALL HANDICAP PARKING SPACES AS NOTED ON PI�IN.
�\ `� '2S9 NtT` �� i i t 0. "STOP�MESSAGES,` ET t AS N ORKING SPACE WN THE HISS *TH TRCAP AFFIC DIRECTIONAL
PANT'AAARROWCCORDIE TO v
TEMPORARY SKIMMER BASIN \ ► \ / 1fj + • I I I THE MANUFACTURER'S sPEc�ICAtOK USE WHTTE PAINT. Z
\ 1 10. CALL NORTH CAROLINA ONE CALL CENTER O 1-800-632-4949 BEFORE aN�dNG
1 11. DENUDED AREA IS 1.22 ACRES, m
DRAINAGE AREA - 1.22 AC. t \ \\ �� I SIGHT
\ 1 \ \ \ { `� 1 I DISTANCE 12. THIS SiTE IS NOT WITHIN A Ia0 YEAR FLooDWAY FRINGE AREA.
1& PROJECTED SANITARY SE{iyER FLOW IS APPROXIMATELY 160 GPD BASED ON ZB GPDAPLOYES ASSUMING 6
IN. BASIN SIZE = 3.600 C.F./AC,/YR. t \ ; \\ \ \\ \i ��� �� �� 1 ! \ � "�� + +� EASEMENT � �]
MIN. BASIN SIZE = 4,392 C.F. `-
\ \ I c� 1 1 1
14. SITE MUST' BE STAB'® AND SEEDED PRIOR 10 ISSUANCE OF CEWFICATE OF OCCUPANCY.
ACTUAL BASIN SIZE = f,930 C.F. 22'x105'x 3' i 1 �� � 1 \ i ul
CALCULATE WEIR LENGTH
- I
+ � l N U1 1 ��\ i `� i i � ul I i {
Q 10=CIA i ► �, �, .\ , `� I I 12 I t t 1
_
Q10=5.2)87 �1.22 ac.) N 01 W ` ;
c3� N t l 1 1 / I 1 t C I t 1 I
1� ,
WEIR LENGTH - Q10=1.06L; 5.28=1.06L 't + 1 1 � � \ ~�~-��$__ i I ��' It t + �
I 1 { ( '_) N
THEREFORE WEIR LENGTH - 10,0 L.F. MIN_ t i { 1 + ; ` I /; 11 1 L0
SURFACE AREA CALCULATION 16 4 1 N
TOTAL DRAINAGE AREA = 1.22 AC. I 1 15 BAFFLES MINIMUM
Q10=CIA 61150 SQ FT I I I l I + Z I I / I { t Q .
Q10= .6 7.22 1.22 1.40 ACRES I I I t I TEMPORARY SKIMMER R§IM I s S I I t
( ){ }( ) I 1 + 1 �� 1.2255 ft. -22 ;; ><- -sue a�ou ) j i `�v/ 1 i tt LLJ z
• Q10=5.28 c.f.s. ZONE INDUSTRIAL-I
SURFACE AREA (ac.) =(0.01)peak inflow rate(c.f.s.) VACANT I I I i + SKIMMER I t i
S.A. = (0.01)(5.28 c_f•s_) i t { �� 257 _�_2+j 1 t' EX. CURB . U
+ + TOP - 254.79
S.A. = .0528 ac. I I t TEMPORARY DIVERSION DITCH
I -
I t --r'�` IW OUT-249.6 r
(.0528 ac)(43,560 sf/ac) PROVIDE IS- HDPE AS TEMIOR� I t `� �� I I I
DRAINAGE FORD , i ` i Z
LLJ
MIN. S.A. = 2,300 S.f. AT DRIVEWAY IVa�IoN D ( I \ :::::�: I
THEREFORE BASIN SIZE =22'x 105'x 4' DEEP TEMPORARY SILT FENCE + + + �� R P i Li
...,,.t: I = 1 { Q
ACTUAL S.A. = 2,310 s.f. PROVIDE TEMPORARY GRAVEL �::•� I
CONSTRUCTION ENTRANCE I Y ♦ � $t:;•- '� 1
26' DE OR -t
DTH OF D iYI 441 AY Q
RIVEW _ I
P 1 ROVID t E i
BAFFLES }�
WHTCHEVER IS GREATER x 60' x 6' 1 = :.
SKIMMER + + ''� I rn i it +
1 �o Il 4
' 2" - SURFACE SKIMMER { + t� ����................... I N/�x � i�
1.8" DIAMETER ORIFICE N \� . ir;: r I�� / 1�`? ADC B WLET
{.� -r-_ 7/ 1 _ I TOP 254t,71
+ w ?$� - - I� �iryi' 11n 11NV IWit91$9
r 1 { + 4.wi- _.---- ; -o IINV Ol#j�2 .1 O
EX. 5' COIVc -_` ..........
r :•.+.::::..J - - P. GRAVEL SILT oLTTLEr
.� SIDEWALK ,-- » - " ;arr..... ......A pL, 36 P ��
�- 6 R p l TEMPORARY SILT FENS {� �YR S um _ -I- , ��+; 1 1
` S� `" EXIST. C sAm'-- O O
' + t
<2� °l l - '--- --�s-_-�s-- \,2s 6a PUBLIC____����__-
\ _SS_� -� -ss- � J -_-����.�.:..._ �'! EX. CURB INLET Z
�0-Ss---- l" �- - '.,� �r.� TOP t {
// J - -.5S- _S5_ __SS_11C ro -� �������rr�----r SRRCNIDAE 10' WIDE EMERG .� -243.8{ �r ,1 IX- `�♦ `�` O C./)
'� RCP r INV OUT-243.61 11 C)
TOP - 252.83�
p(, 36 _�_, •3Rfl DEEP W/ FABRIC 1 SAN. S MH `
UNDEWNER 15 x350 SIGHT 1 „ W
INV IN--238.27
-- EX. 4V 8/8 STREEr TRIANGLE 6t INV IN-235.97
EX. SAN. SEWER MH W/ 30- CURB & GUTTER A INV OUT-235.77 `\ ��` �� o W
TOP - 250.63 EX CURB INLET
EX. CURB INLET INV IN-237.85 TOP - 251.31 i ` O
INV OUT-237.65 INV IN-242.45 EX. STORM MH r y1 \I► \`� (�
TOP - 250.69 INV OUT 242.25 i
INV IN-241.65 TOP - 253.23 1 1 t O C�
` l } INV OUT-241.45 INV IN-247.75 N RTH I 11 �` cV
{ INV IN-245.30 �S �, 00
} I { INV OUT244.22 tlx 1 Ld
\1ra �' r
DATE SEPT 8,08
A
SCALE 1"=30'
DRAWN BTB
JOB NO.
' - l
I REVISIONS
. 1
SHEET
C - 2b

%%Ito Ito
36
go go CITY OF RALEIGH SITE PLAN INFORMATION
t_"O
THIS PLAN REQUIRES APPROVAL BY PLANNING COMMISSION OR CITY COUNCIL
graphic ��e YES N0 fit,.
a
DEVELOPMENT NAME ROOFERS SUPPLY
t `t STREET ADDRESS
INTEGRITY
DR ATTAC NEW VARIABLE 1 1� i; 1 ATTACH
CITY PROPERTYMAP SHOWINGTHIS PARCEL OUTLINED. L
WIDTH PRIVATE 1 {t{ 4 - {� j t THE CURRENT WAKE COUNTY PROPERTY IDENTIFICATION NUMBER P.I.N.
11V t ! i WAKE CO. P.I.N. newly recorded BM20DB 1624
DRAINAGE ` >��f 1 It t ZONING DISTRICT INDUSTRIAL-1 TOTAL SiTE ACRES 1.225 ACRES mICD
EASEMENT <i � + IF IN A CONDITIONAL USE DISTRICT, SHOW THE CONDITIONS ON PLAN N
WO
PROPOSED BUILDING USE WAREHOUSE g r, IV
I + PROPOSED TOTAL BUILDING AREA (sq. ft. gross) 9,060 S.F, a OD -'
SITE
i t j 1 1 PROPOSED BUILDING FOOTPRINT AREA (sq. ft. gross) 9,06_Q S.F.
ono CA (3) ' {'� t i jy MAX. BUILDING HEIGHT 28'
o x o
U 00 �i (D 11 I �� OFF STREET PARKING., REQUIRED: 3 SPACES PROVIDED: 11 SPACES Z ,E w
N I {a 1 BASIS OF DETERMINATION:
O �n 1 ✓
l "d Q 11I 1 OWNER/DEVELOPER: W
t mayy¢ W i t I y NAME(S) RFG REALTY, LLC. _ Q Ix °D I
it I + ADDRESS: 34 CONSTRUCTION DRIVE. PIEDMONT, S.C. 29673
N � TELEPHONE: 01 I
N l ��yi 1 (�'� ' i + N ($64) 299-0055 FAX: {864) 277-2609
01-1
VICINITY MAP 00 �tt I �i `ti I E-MAIL ADDRESS: mrwingo®rooferssupplyinc.com �✓ a' rn Uj
1
8N I Ii 1 2, C� + j t PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS ABOUT PLANE m
REFERENCE. BM2Da8. PG 1624 & 1625 0 CTI ���+ i 10 I� 1 i NAME: TAYLOR BLAKELY - BLAKELY DESIGN GROUP o 2 c
O 56,059 sq. f#. II �d ( I t 1 ; ( y } ADDRESS: 700 EXPOSITION PLACE, SUITE 105, RALEIGH, NC 27615 n- IL 0
CL
17 1.2869 acres q� 1 11 ! �J -�•�
VACANT bi t ` t + ; TELEPHONE (919) 870-1868 FAX: (919) 870-0752
EROSION CONTROL LEGEND 55591 SQ FT ZONE INDUSTRIAL-I `� �` '� i� + EX. CURB INLET 1 13028 SO FT E-MAIL ADDRESS: to lor®blakelydesign.net :*' g
N 1.28 ACRES �h ,1 { 1 4 1 �I TOP - 257.31 2.59 ACRES OWNERS SIGNATURE (Required prior to final sign-off only)
INV IN-252.31
INV OUT-252.11 in filing this plan either by myself as the property owner(s) or
N 06 05 135 UV 1 J � i I / 1 + I Ex. CURB INLET through my duly authorized agents, I/We do hereby agree and firmly W aD
TI�PORARY SILT FENCE t I l0 1 �� / t I bind ourselves, my/our heirs, executors, administrators, successors and Q
429.83 I / �, i 1 \S� I I TOP - 257.35 assigns jointly and severally to construct al impro nts and make
I 1 1 I I t INV OUT 252,58 all dedications as shown on the site Ian a a he City.
�•�• 7EMPORARY MVM04 � (TOTAL) p ` +'
DATE: SEPLa,20013 SIGNED:
TEMPORI ft DIVERSION 00 M � � I EX. SAN. SEWER MH U
.. 7600RAW CATCH BASIN it i Jl ^ 1� I � 1 1 1 TOP - 256.92 �T� Q
I I Cp 1 I I INV IN-249.61 1'-+-�1
I i Qi- N FLUSH PAVING 1 1 J W t 1 i i INV OUT-249.41 N
Nn 40 4) I 1 I 1 I + NOTES �
I ,
------- N N V N i I Z55,05' 1 -. sn�� y } il_ EX. 5' CONC 1. 70POGRAPHIC INFORMATION TAKEN FRe7BINK PREPARED NEYCoMB LAND suRVEY°Rs.
TOWAW CwwmucnpN - t I i I 1 + 1 NS3'54 25 1 1 t I `T 57SIDEWALK 2. A 'iL uc�TloN stLTIA STREETu IPNERFmoR co
._..... �CE + I + J { { { i J a ��I 1 1 SPECIFICATIONS AND DETAILS.
DANCE Wrnt THE CURRENT CITY OF ttALEfCH STANDARDS.
26B 47.6 t vI t�o ` I� I 1 EX. 41' 9 8 STREET a. CONTRACTOR SHALL sDcw ALL NECESSARY PERMITS FOR ooNsiRUC11oN SHOWN ON THESE PLANS.
I 2W X e / 4. ALL DIMENSIONS AND STAKING POINT LOC AT10N5 A� TO BAC N N RB NU� ZONING
CONC. WHEELSTOPS i 1 W/ 30 CURB & GUTTER 6. ANY WORT SHOWN ON THESE PLANS THAT s FOU TO ETE I c° FUCTOF RALEIGH LINE / AND SETBACK REQUIttEME1(T5 SHALL BE �IMEDlATFLY REPORTED TO THE ARCHITECT FOR ADJUSTMENT
` LAMS ARE APPRO)a TE. CONTRACTOR SHALL VERIFY
`\ DOWNSPOtIiS a DR/dN / 1 2YVIh2 / Qt 11 1 i 0. LO[JITiONS F�pR E)(ISTING URLlTiES SHOWN ON THESE P
I 1 + \ \ 268.4 �� i a. ABCJ to 1 1 i, t i THE LOCATIONS OF ALL unLmes AND SHALL BE RESPONSIBLE R ANY TC SAME.
STORM DRAIN INLET PROTECTION t 1 \ \ \ �� 1 .74 / I t I PALING ON PUEq�C R/W TO BE 7. CONTRACTOR sIiALL AT ALL TIMES MIUNTAIN ADEQW7E SAFETY RES, ACTIVITIES. AND BARRICADES FOR
\ \ PROPOSED 2 1 Y�I tl 10 CABC 5T0NE. 2 1 2' 12 THE PROTECTION OF ALL ON OR ABOUT THE LOCATION OF THE SiTE.
t t \ �` ONE STORY J J I t I I & 30' CURB do GUTTER & CONTRACTOR SHALL PAINT P S IBOLS. IWA L SIGNS AND CONSTRUCT NECESSARY RAMPS. AS PER THE NORTH
WAREHOUSE BUILDING �/ / I { 1 CAROLINA STATE BUILDING COM FOR ALL HANDICAP PARKING SPACIFPS AS NOTED ON PLAN.
9.060 S,F. HC SPACE W�R7 f N 1 I { a OONTRACTDR SHAD DELINEATE PARIONG SPACE LINTS. HANDICAP SYMBOLS, DIRECTIONAL ARROWS, LANE
W1M MARKINGS. STOP' IiESSAGES, ETC.. AS SHOWN ON THE PIM15 }�ii1Fi TRAFFIC MARKING PAINT ACCORDING TO
1 t 1 \ \ \ \ 8a SIGN lc P/ � � i� I \ t {
F.F.E. - 259.0 VAN ACC651BLE z 2�• t • 1 I THE MANUFACTURTli's sPI7CIrTG►TIONs. USE WHrrE PAINT.
TEMPORARY SKIMMER BASIN 1 \ \ \ \ 2�.s + I SIGHT 10. cr4u NDrrrH r�RouNA ONE CALL c�iTER o t-aoo-sae-4e4e EIEPDRE DIGGING.
DRAINAGE AREA - 1.22 AC. 1 \ \ \ \ �. �_�\ i 58 N ° `s�{Jd°= I { 1t. DENuDen ARFa, Ts
\ \ \ \ ��\ ��� ♦vet i 1 it DISTANCE 1 dAPLMEO
s 1°Ft°4yy tS RowMATE1.Y 160 GPD BASE} ON 2a GPO/EMPLOYEE ASSUMING 6
MIN. BASIN SIZE = 3,600 C.F./AC,/YR. \ \ \ \ \ .5 � 1 1` EASEMENT u. sREVEM
eIE SrABILRED AND sr7Dm PRIOR TO IssuANce of CERTiF1CATE vI< occtJPANcY.
MIN. BASIN SIZE = 4,392 C.F. \ \t 2S 12, CANO PED• 2 I n ` t UST
ACTUAL BASIN SIZE = 6,930 C.F. (22'x105'x 3') I 4 t I I �`� 12 PAVING \t I t n Ii i 256
t I i f N 1-2 C A 1 tR 1 + 1 IMPERVIOUS AREA - 32.121 S.F.
CALCULATE WEIR LENGTH t t I tv CTI 12 °" 1 ED ttc I 1 ' HB W � i t 1 + # .� �.) 0
Q10=CIA 1 t I UT N rn ��-� J a-wsc
Q10=(.6)(7.22)(1.22 ac.) 1 cp C -Q 2sBe -+_ r t i I
O \ --- -`- -
Q10=5.28 c.f.s. N W 29a� t5 COHCR p1+VtNG-,,�� ; Z It
f ` a
1 t Off X .8 264 RETAINING WALL ~�1 5$`' 1 I i Q
WEIR LENGTH - Q 10=1.06L; 5.28=1.06L DiSCHARGI� R I F ii/U , \ `22 t1 I t 1 LL_ N
THEREFORE WEIR LENGTH = 10.0 L.F_ MIN. DI c°RGA R 4 \ PROVIDE RiP RAP DISSIPA 5 �� I 1 to
SURFACE AREA CALCULATION 16 i , X � �. USE 10' a .e" �` / y f i nl
TOTAL DRAINAGE AREA = 1.22 AC. i I i i i PAVING 54 I \ 1 I { J
Q10=CIA 61150 SQ FT i I I 1 I V ABC
MINIMUM ! 1 \ t
1.40 ACRES I + �` O t t U
TEMPORARY SKIMMER 8.ggft \a 11 It Z
Q10=(.6)(7.22)(1.22) DU M 53, �Sq. ft. ' x- s'ao detuH ) 1 ` �5`1 + I 1
Q10- c.f.s. ZONE INDUSTRIAL-I W 8'1 WaaDQN 1.225 �� \V I
SURFACE AREA (ac.) =(0.01)peak inflow rate(c.f.s.) VACANT FEN C N 5" CONC. ti i I LL
( )( ) BUISLAB IN PANED MATCH 57_- III B HIND S P 2�DEPTf1 II TOP Cu 254.79 S.A. = 0.01 5.28 c.f_s. 'r \
S.A. = .0528 ac. "I I I I TEMP DIVERSION cH i 1 INV OUT-249.6
t° ; + N z
{ { I �� \ BI0-RETE fWN AREA i
( 0528 ac)(43,560 sf/ac) PROVIDE 1b' HDPE AS TEMFPORA(71' \ 3.657 S.F. (3.476
DRAINAGE FOR DIVERSION D4CH+ l 3'x3' YARD IN ( 1 W
MIN. S.A. = 2,300 s.f. AT DRIVEWAY I I 1 \
"'. THEREFORE BASIN SIZE =22'x 165'x 4' DEEP TEMPORARY SILT FENCE i \ TOP GRATE-2
15'Lvc+P 1 I
. ACTUAL S.A. 2,310 S.f_ PROVIDE TEMPORARY GRAVEL I \ � SEE DETAIL "' I ,r 1 i� I
CONSTRUCTION ENTRANCE I t \ '� Q
PROVIDE BAFFLES 26 WOE OR WIDTH OF DRIVEWAY, I + `J
WHICHEVER IS GRFAIER x b0' x a' { t t
.....................
....................
..................... . . .. ...
I 1 .................... �`
SKIMMER t �I� c i�
` 2" - SURFACE SKIMMER + tJ \ . /I 2 { Z a-
1.8' DIAMETER ORIFICE I (31 \ •''S "'' / �o '�. "�3`yLET
PAVING oN Pueuc R/We - :: - - „ ::��• �y� _ `�� TOP f264t�71
a 10' C41C SrONE7 2 1/2 2 t "�:: ;tip-- rr `lam INV I 2119159 I-
ec 3(r CURB & GIJTTER } f t \ ::: ::.::: ::'%"''''-.......
::. :::::
r PROVIDE �JFRMk
IIRIUN ' ;�= it `� INV 0 -i2 ., 0
.. -
TO PICK --- i _ 1
WATER INAY t 1 I + z
&�DIVERT* TO
i -,. ,131b`r ` 1 j i t
t En NiION _ ` •••--::. \tS t i t I
\ `l
EX. 6' CONC `__ r :-----. ------- - - TEMP. GRAVEL SILT FEN OUTLET
.� sIDEWAtx ___ =�= -- ., :C: �; .....
~�• 36 P I \ 11 Iti t i I-
7- EX3f:'°C E PORARY SILT FENCE , cERITy STR� ' UN _ 1- - - - �� -n- �;
� S� EXIST. 9 PC-ss- ~ ' , ���� tl't I /0�
-- - T_ � � `'' , PUBLIC t I � LPL
�� - -�Ft[ryIDE RIP RAP DISSiPATOR 7 �-�O r,;,�^++�" EX. CURB INLET 1'
/ 1 <`�`0 -�}�- V WIDE x 8' LONG x 22" -� ��"'� TOP - � \ I ` 0
J -r DEEP. USE {D "r-_�+� PROVIDE 10• WIDE EMERGE 243.8, t 0 O
. .._- sPl INV OUT-243.61 ` 11 EX SAN. S MH 0
ss-' � EX• 3fi'��RCP - +��' DEEP W/ FABRIC
uNDERLINER \ TOP - 252.83`
15 x350 SIGHT iNV IN-238,27
' - � %-�"'~'�� - EX. 41' B/B STREET TRIANGLE 0I INV IN-236.97 • W
�' EX. SAN. SEWER MH W/ 3O" CURB do GUTTER 1t '1 INV OUT 236.77 \ ��
' TOP - 2�50.63 EX. CURB INLET I \\ 0
INV IN-237.85 TOP - 251.31 I 11 \ �� - 0
EX. CURB INLET INV OUT-237.65 INV IN-242.45 'l EX_ STORM MH t `� `
TOP - 250,69 INV OUT-242.25 TOP - 253.23 1 1 0 00
INV IN-241.6b 1 1 0j
1 INV IN 247.75 N
t 1 INV OUT-241.45 INV IN-246.31} �S 3 I A I � �� � 00
l I INV OUT-244.22 1� \ W
ti
I �\ �1�
DATE SEPT 8,08
SCALE 1"=30' .
DRAWN BTB
doo
JOB NO.
I REVISIONS
t C,O.R OMMEM REVISED PER
1 .
_ t
SHEET
C 2 c

ttttttttl 1
0 30 80 g0
PLANT LIST
graphic aerie r
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS
z RM ACER RUBRUM "OCTOBER GLORY" OCTOBER GLORY RED MAPLE 3" CAL. 16 8' MIN. HT: B. & B. :r
- l JC CRYPTOMERIA JAPONICA JAPANESE CEDAR 2" CAL 13 8' MIN. HT. B. & B.
INTEGRITY DR N EUU VARIABLE l t 1I i CE ILMUS PARVIFOUA CHINESE ELM 2" CAL 10 8' MIN. HT. B. & B.
WIDTH PRIVATE ti e t 111 I
I l {t I I NPH ILEX CORNUTA "NEDDLEPOINT" NEEDLEPOINT CHINESE HOLLY 18" HT. 46 18" MIN. HT. CONT, in al v
�USpGE R c''i
DRAINAGE {I I I y ; IH RAPHIOLEPSIS INDICA INDIAN HAWTHORNE 18" HT. 11 18" MIN. HT. CONT. �o ci
it it IEASEMENT I L l 1 LIG LIGUSTRUM JAPONiCUM WAX LEAF LIGUSTRUM 18" HT. 46 18" MIN. HT. CONT. N
oni ; l I WM MYRiCA CERIFERA WAX MYRTLE 18 HT. 36 18 MIN. HT. CONT. to,
i I Co.o >'
SITE I r1 i i �' it
I C v
�D CA 0') t I I 1'Z it 1 K o x .2
�s 00 1 it p tTj II I
N d
11 iQ !r1 I Vim ,
Ii � 12, lilt
PLANTING NOTES & SPECIFICATIONS 0cr to
pillto_
t N t i I 1. ALL TREES AND SHRUBS HAVE BEEN LOCATED WTTH RESPECT TD PROPOSED OR EXISTING FACILITIES.
VICINITY MAP 00 11 1 I I i 2. VmwcAmON OF TOTAL QUANTITIES As SHOWN IN THE PLANT LIST SHALL BE THE RESPONSIBILITY
o I OF THE LANDSCAPE CONiRACMR.
N 1I I I I ` l t I I 3. ALL TREES, SHRUBS AND OTHER PLANTS SHALL CONFORM TO ACCEPTED STANDARDS ESTABLISHED �
4 I{ i I i BY THE AMERICAN ASSOCIATION of NURSERYMEN. c D m
REFERENCE:- BM2008, PG 1824 & 1626 p (. I
O 5fi,058 sq. ft. ` 1 1 'L O 1 i j 4. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED Ii MEDIATMY FOLLOWING PLANTING. ~f 0 a
i (� b. PRUNING - THIN BRANCHES AND FOLIAGE OF DECIDUOUS TREES (NOT ALL END TIPS BY 1 3,
1.2869 UCres l I y !t I I RETAINING NATURAL PLANT SWIPE. NEVER CUT A LEADER.
7 ` I l I l t y I C ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS iT BORE TO PREVIOUS .�
VACANT 1� t I i i I I� E snNG GRADE. PLANT ALL AZALEAS AND RHODODENDRON WITH 1/3 OF ROOT BALL ABOVE o
55591 SQ FT ZONE INDUSTRIAL—[ It +� i t i l 113028 SQ FT GRADE. I� a
I FR
i 7. M ROOT BALLS ROM CONTAINERS SHALL BE SCARIFIED PRM TO BACKFIWNG. Tn
1.28 ACRES `I tit { t i I� 2.59 ACRES e. ULG EIyIOVED H ALL DISTURBED AREAS AND PLANT BEDS WITH 3" OF CLEAN PINE NEEDLES. L+l
I 9. ALL ABOVE GROUND UTILITY DEVICES TO BE SCREENED "TH NEEDLEP04NT HOWES OR EQUAL EVERGREEN. S
I!I l t y BY THE LANDSCAPE COMRACTOR. n
N06'05'35"w ' L
It 1 II i
I l �
429.83 5'_1/2 OF 10' TYPE "D" TPY
TOTAL REQUIRED 3 TREES/100' 0 I , I1 i y LANDSCAPE C AL C U LATI O S
20 SHRUBS/100' p 01 � y i TOP SA . SEWER
MH � � �
STREET YARD ( SINCERITY ST.) 200 L.F. W
PROVIDED 7 TREES UG-46 CJ:�{ {� 1 I INV IN-249.6i Q
46 SHRUBS SH PAVING W l 1 t I I INV OUT 49.6i 1 TREES REQUIRED (6"/50 L.F.) = 24" — 8 — 3" CAL TREES tt��11 a�
i TREES EXISTING 0 TREES W 0-
C]� 1111 Ili TREES
25 mill 1 i� EX. 5' CONC PROPOSED 8 — 3" CAL. TREES 0
0
4 Z5 E i 1�—SIDEWALK STREET YARD ( GENEROSITY CT.) 184 L.F. co
11 i It I TREES REQUIRED (6 /50 LF.) 22 8 — 3 CAL. TREES
1! l It I TREES EXISTING 0 TREES 0
t! l t y EX. 41 B/B STREET TREES PROPOSED 8 — 3" CAL. TREES J
CONG ' PAVING O� << t t I W/ 30- CURB & GUTTER
i VEHICULAR SURFACE AREA 19,790
YVM-36 8• ABC I-2 ro II >+ It I I TREES REQUIRED (1/2000 S.F.) 10 TREES
I i I I y ' PAVING ON PUBLIC R/W TO BE TREES EXISTING 0 TREES
PROPOSED It I t I 10" CABC STONE. 2 1/2` 12 TREES PROPOSED 10 TREES
ONE STORY i i l & 30' CURB & GUTTETt SHRUBS
0 SHRUBS
WAREHOUSE 0 . BUILDING HC SPACE W/L I 1 j It k I SHRUBS EX REQUIRED
(1/500 S.F.) 0 SHRUBS
Ba S w4 RM-3 I It I I SHRUBS PROPOSED 40 SHRUBS
VAN ACCESSIBLE SA 5'-1/2 OF 10' TYPE "D" TPY IH-3 I t c, 1 i I iI SIGHT
180 L.F. II `` y I I DISTANCE
REQUIRED 3 TREES/100' I� 11 Ii 3A t I itEASEMENT
20 SHRUBS/100' 1x CAP", t2 OH PED• t l cn It I
PROVIDED 6 TREES PAVING NPH-1 It q it i I
36 SHRUBS 27 1-2 HC AocEssIBLE I i I � ►I I
N 12 OH �• - ~-J KC /NDCFS�1 tZ 8 He ROUTE W/Hc 1 `tom*
l
p -- - - RM-5
�oo '- �IW CONCRETE PAVING I1 {Z III
I �
(A RETAINING WALL ( � I1 1 1 (�
y L i t I i Lo
I l It i N 16 rj PAVING I 1 i tit l
61150 SO FT s ABC I
1.40 ACRES DUMPSTERS i 53,383 sq. ft. i ' i i 11 U
z
ZONE INDUSTRIAL---I W 8 HT. WOODEN 1.2255 acres I I l � It I
I t I II
VACANT FENCE ON 6" CONC.
SLAB, PAINT TO MATCH it is
BUILDING PANELS I It I d t I ` — W
1
CE-10 I l y 1{ y I Z
i It It !
It Is I L
y I •, l i � It 1t - 0
JC-6 ' i L41 i I
! ti L0
LI
u iir�STONE,c2 / ' 1-2
& 30- CURB GLITTIR WM-36I—
=, ,♦ L III 0
_I
��yy C 2' HB
EA. 5' CONC
c, !— _ sIDEWALx --— �45= — $�-- — — i 1—ssr i 1 1 i -21 iY
- �_� -� g rr-_ _�_-- R S'�RE� N , -- -
�r`--� "- SI1�C �T >3" � ,. SEER U � - --�--- .�yt I 1 0
EXIST j z U
��s--ems— l� I
�- ' --�- �� +s;# ` ,� ,
PuBLIC
Ss---�5$— —`�—��_r—�,rrr �' rrr— ` 1 1 0
—SS—t` �:.�r _ �. �� TOP — 252.8ft MH LLJ
15 350 SIGHT 1� ` �� Q LLJ
�
INV IN-238.27 \ N
EX. 41' B/B STREET TRIANGLE iti INV IN-235.97 N �� �. Z
EX. SAN. SEWER MH W/ 30- CURB & GLITTER i i INV OUT-235.77 LLJ
- TOP — 250.63 j j \\ `� \ Cl')
iNV IN 237.85 ' 1 Q
INV OUT-237.65 7 ! t `� \ \ LQ
00
J_
' l DATE SEPT 8,08
SCALE 1"=30'
DRAWN BTB
JOB NO.
l REVISIONS
11-3-08 BM REVISED PER
C.O.R. COMMENTS
l -
y
SHEET

I `,\\�ti��
o 3D so so
P
0 graphic scale
INTEGRITY OR NEW VARIABLE
$ WIDTH PRIVATE N
DRAINAGE ` � � N
JON� EASEMENT el III q
It !1 l t s '0
� +��.��•( Ilt tt - •orn o
SITE l 11 I lyj Il t U
10 CIS 0 t{ ` !f 1 �� z° o
�5• N c9t � It
(p T tii tl � "�
ii C) li m
III t 1 U), I I !
Co 'o
VICINITY MAP N 0D
� N � It I � 1n Ilt ; •� m
0 0�
REFERENCE: BM2008, PG 1624 $ lU5 11 1 70, O 11 1 ; 0 a t
O 56,059 sq. ft. 1! I I 1 I 9 �'— I F Q
1.2869 acres 11 j It 1 0 m
17 11 I {, l i 1---I o f
VACANT ti� 1I i ,,� �>s ,` 113028 SQ FT
55591 SQ FT ZONE INDUSTRIAL—I 11
1.28 ACRES �y I i t 2.59 ACRES
. ' »
N06 05 35 W Q �
429.83 III
(TOTAL)
11 t EX. SAN. SEWER MH L
F-�—{
Q t I1 1 I TOP — 256.92 Q
03 1 It { t INV IN-249.61
FISH PAVING A I III INV OUT—•249.41Lp III NOTES
255.05' rn I i 1 1 i t � it EX. 5' CONC 1. TOPOGRAPHIC INFORMATION TAKEN FROM.W PREPARED NEWCOMB LAID SURVEYORS. �V N
�83'54'25„E — y, I 1 t t 1 t t,�—SIDEWALK BOUNDARY NE As BUILT S[FtEEr INFO FROM BNK. -a
r a I /I 2. ALL CC*STRUCi1ON SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT CRY OF RALOGH STANDARDS, � C
()� it I 11 t SPECIFICATIONS AND DETAES.
& CONTRACTOR SHALL SECURE ALL NECESSARY THESE MANS.
EX. 41- B/B STREET 4. ALL % NS AND STAKING PO PERMITS ARE TO HAM CURB UNLESHCSS OTHERWISE NOTED. �••L� J
CONC. WHEEISTOPS PAVING y i 1 1 W/ 30" CURB & GUTTER 5: ANY WORK SHOWN O�1 T}iESE PLANS THAT IS FOUND TO BE IN CONFLICT THE CITY OF RALEIGH ZONING
4I AND SETBACK REQUIR SHALL BE IMMEDIATELY REPORTED TO THE tuCAPE ARCHITECT FOR ADJUSTMENT
6` ABC OD 1 11 y 11 { I THE LOCATTIONSS OF ALL UTILITIES AND SHS FOR EASTING; UTILITIES HAALL BE ESPO ON THESE NSIBLE FORS ARE A�xDAMAAGGE TO SAME 1DR SHALL VERIFY
11 I 1 I PALING ON PUBLIC R Ln BE 7. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES. ACTIVITIES. AND BARRICADES FOR
n I t
PROPOSED IUI � i I t'!, t 1 10 CABC STONE. 2 i 2' T-2 THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE,.
O{� �ORy I l l T 1 t 30 CURB a� 8. CONTRACTOR SHALL PAINT SYMBOLS, INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS. AS PER THE NORTH
9.0060 S.F. ON PLAN.
BUILDING Ba SIGN g HC SPACEWF7AMP I t 4 I 1 { II 0. c o rRAT:TOR SHALT, DCAROLINA STATE ELINEATE PARIONG SPA CODF. FOR ALL ACCE ENE% HANDICAP SYMBOLS,DICAP PARKING SPACES As DIRECTIONAL ARROft LANE
I t rt 11 I MA1NL U'FA TOP' .sESSAGGEE,EE� AS S�HOEI(IAN�E EN PLANS WITH TRAFFIC MARKING PAINT ACCORDING To
1 VAN ACCESSIBLE W I { 1 • I 1 1 t 10. CALL. NORTH CAROLINA ONE CALL W49R O 1—BOO—�-4849 BEFORE DIGGING.
SIGHT
l 1 y Co it 11. DENUDED AREA IS 1.22 ACRES
1 l ! t ! DISTANCE 12. THIS SITE IS NOT WDTNN A 100 YEAR FLOO Y. FRINGE AREA.
13. PROJECTED SANITARY SEWER " IS APPROXIMATELY 150 GM BASED ON 25 GPD/EMPLOYEE ASSUMING 6
it EASEMENT LOYE--.
1r COPY 12' OH PED. I 11 =p ' �1 I 14, SITE MUST BE STABILIZED AND SEEDED PRIOR TO ISSUANCE OF CUTTIFICr1TE OF OCCUPANCY PAVING 1 z 1 I
I
2" 1-2 HC ACCESSIBLE
12' PED' C.O. 2" HB ROUTE W/HC RA 11 I t�1 11 1 I
J 8' ABC
C.O. 1 t 1
N _ — 1 t l l
r9 5. PAVING I I l ^ C I i l CY)
1
LA RETAINING WALL
It
t 1 11 { I\
PROVIDE 4' SANITARY SfWQt
16 SERVICE W/C-O. EVERY 50'
C.O. MIN. 2� SLiDPE TO C.O.R. N
ABC & STATE BUILD. CODES I M 1 11 t t
61150 SQ FT j Lj
1.40 ACRES DUMPSTERS 53,383 s t. I t t i i it
ZONE INDUSTRIAL—I W 8' HT. WOODEN 1.2255 cres t It I
` f
VACANT FENCE ON 6" CONC.
SLAB, PAINT TO MATCH 11 L I1 1 — —�"
BUILDING PANELS 1 11 11 t
I C.O. j 1 l � It
l W
I �
1 Q
•-� I 11 � l{ j i 1' WATER SERVICE To BUILDING 1 I l � t� I 0
t
I 11
I I L ,1 I t I
C.O. I f it Lf7
PAYING ON PUBLIC R//WW TO BE ( / I 1 I It
k 30' CURB&�Guir ER 2" I-2 O
I t I
PROVIDE 1' WATER METER W/
RPZ BACKFLOW DEVICE (WATLS 230-05
9109M1CH) MOUNTED IN MOVE 2' 1 2 _ �_�,.I� 11 1 1
GROUND T BOX — — = —=— —_'•— —��+ 1 1 t
EX. 5' CONC
DIP ATER LINE
ppsT. TREET _I� ---- -- ,, 1
S ISN
•;j —"�^ rr — --r±���'� ' lN an PVCEXIST �-� I }r U
- -r
EX SAN- S �+IH
/ — TOP — 252.8
E)°SSFINs TO �. SEWER TAP 15'x350' SIGHT 1� INV IN-238.27 �� �� \��`\ �— W
EX. 41 B/B STREET TRIANGLE 11 INV IN-235.97 z
TO. SAN. SEWER
MH W/ 30' CURB & GUTTER INV OUT-235.77 ` `` `
EXIST. FIRE HYDRANT I
INV IN-237.85 �/ �\ \
n' INV OUT-237.65iLD
c,l l STUB TO PROPPERTYTAP UNE� j I \ ` 00
1
y l EXIST. FIRE HYDRANT
DATE SEPT 8,08
SCALE 1"=30'
a• —
DRAWN BTB
JOB NO.
I EXIST. FIRE HYDRANT REVISIONS
T 11-3—OB BM t REVISED PER
C.O.R.ci COMMENTS
1
;f) SHEET

���1lIIIA
x
4 S VAY. - Ir VAX , • FOR WAN aF EX
1 NAMARE AS amm rr IM e10WER r y AN MIEMM err ac 0P4= ~ Fami
m -Z
cwom
oA�Oi,auk `U
STEEP CUT OR Fil SLOPE ----~ �a
,o x1 SLOPE( ,a CONSTRUCTION SEQUENCE ••'g
alAae ,aloe F1i IIN1''T`,
_ Im 1. Obtain a land disturbing permit. Schedule a preconstruction
CROSS�SEUON conference With the Conservation Inspector after permits are
am pm issued & before any Work is started Conservation Inspector m a
FAM [phone] u�
w.TF inamlcr Lam 2. Clear only ae necessary to install erosion control devices. Install � o
FRONT VIEW FRONT VIEW gravel construction entrance pad, silt fences, diversion ditches & eq ,II
F1L0He 4 temporary skimmer basin as shown on the approved plan. G m
01m rm uPsta+E TOE---, Posl11VE GRADE LOX MAX t 3. Call [phone] ^
a"'WmlRe FA..e h -t for an on site inspections by the o rn
SLyra"TM
TFseF.F+sdsgsodl I Conservation Inspector. r �;
rya a1v�y�, AAA € ML SIDE SLOPES arue1eiar IF
m Am s� 4. Begin clearing and grubbing. Maintain devices as needed. BeginARMO � 2: 1 OAX) Z o
AIEA4 an Ca�1{aG FtO�' • .oR�+n Or sT � � � ar�T Ae rough grading site and begin construction of buildings & parking �
rgla'•FALtfq u::"OD UML `` `\ ``� `� ``� ``� ``� n aloept• InTQ ""NO Sltll DETAIL areas, r
��Ma Wile�� � � �� ��\ ��` ��` �` ��` �` SIDE Vlp�[ *�'a100F�I{," b. Ins ect and maintain site once a Week and after eve rain event. a
'�arAOE ti ��` ��` �� ` �� `� `������� ro04Aem P every a3
r0i1leA4LMEPLOMA OFMA1, Inspection & maintenance to include silt fence, diversion ditch, m
a w1 �l nea A�Ae�Amin L F MAR Tee om a '�F°"e°'m"'�Awx construction entrance & skimmer basin.oes asrr. Fae,� AfsAe lee t+All�er Fealee Ip rm
VEEP CUT OR FLL SLOPE IADB Tows NO"=AM To FM Fours SAP Fi Nwc i
DATE DESr23rPn AhalalswrrAs s �my�r�aY4 qe ""�'lzrilar"' 'RnFow�aF '�awAcnw.reeoannW 6. Stabilize site as areas are brought up to finish grade With a
tsmcrte rn tilolFtet• i/ ,up Igoe M r eF ma m r o0
DATE Flalr vegetation. and paving. Seed and mulch denuded areas Within
SIDE VIEW PLAN VIEW -WOFu11"XMmel0K u".A. fifteen (15) calendar days, of any phase of completion w
of construction or if site is idle for 15 calendar days or more. in ?:
STANDARD TEMPORARY SILT FENCE 1 DIVERSION DITCH 9 STANDARD TEMPORARY SILT / TREE PROTECTION FENCE 1 A 7. After site ie stabilized, lean out skimmer basin and dispose of C 0 e
unsuitable soil property. Begin construction of Bio-Retention Basin. _Q 2 o
Install the overflow yard basin & storm pipe. Install the underdroln IZ r a
system. Install specified fill material in the bio-retention basin. ' a u
-- Do not allow "dirty Water" to reach the bio-retention basin until D '� ~
all areas have been stabilized. T� (%� L
Bur airFlt tiT To KEEP 1.TUT ear F�ICE aR TRr�PRGtECIION FEltCE 1A' 8. When construction is complete and all areas are stabilized V1 c�
sEnd�latr aN STYE TF)Elt9lltE coNsTRucnoN E1ITRANCE a USED m � 919 516-2833 W
2 T�tf IS Nor RE�ilo m 9YTl1E E 7R97M ME SUCH Ai1T1F]- m� i �dxx Conservation Inspector. L o
_ .• completely, call (gig) for an inspection by the n
_• �U�` 123124
$ g� a*t 9. If site is approved. remove temporary diversions, silt fence, sediment
Ikc avFTI T stnt , TxEN Try Tuas OF 1HE
3' TO BE ugnq 2r;OR WTH OF 1 11cou �lusT BE Yr+��n BTU ENIEFLNG THE
EX504G t`':(SURGE 57tINE OR itlllRON
ROADWAY
�3`: ^ O�Qr ► Pew basins, and seed out or stabilize any resulting bare areas, V
>�; !,F o ii s�ai• o J► GREATER T.IF A PROX=COMM To PUM WW AND DEBRIS
aM To TM PUBLIC RWA TIC oovE. 9 A1mlal1rr v,�,.e�r * k Qa or pave any resulting bats Oros;. +�
V"CIEM TH�E�AREA AND k(y01 Z TW PMIAiIQASI Y OItCeeION
die FDre4 As 6OUTm ON 1M AX �'�° °�`�`Q'r�e'er 10. When vegetation has become established, call for final site
RESPONstBUITY - --
USE W.a all Na. Sr SfOee FQe SI�RBrr @ tt
aA �,,,,�, , rc inspection by the Conservation Inspector. CITY OF GH Q
�� In lee xAaoFrArm a and zF aAuae erne lmsi [phone]
e 1
>v�l tWALL S.Fr. str.R FASTOM AWX STM
9 U
w POffr 2 Fr.DEEP OUR". O
SPACE POST A Ilse!OF J FT. F -
,� -�
IW1
EasNc ROADWAY rY smrra GWITHO� D
ft sin J
IIwF� _}:-lv; `�'>.r• _ ',.•.,�i' •v_4- 4• Lr-4.., I - ; w1Ta1 R.ar•�► S:ti� ~ .
a o SEEDING SCHEDULE
Dow area.PAST-s ft MR �� (REVISED; 1-1-85)
ABRIC UNDER SiOIE to vans eat Amu
CROSS SECTION M s n
Shoulders. Side Ditches, Slopes (Max 3:1)
• 1sae.ol isos.o -
CONSTRUCTION ENTRANCE 7
DATE TYPE atma PATE
Aug 15 -- Noy 1 Toll Femme 3O0 Ibs/acne
Novi - Mori Tau Fese-us 3a0 lhs/ass
dI Abruul Rye 25 Ibs/acts
PLAN illar 1 - Apr 15 Tag Feems 300 Ibs/acts
5 Apr 16 - Jun 30 Hulled Common Bermudagrms 26 Ibs/acre
a Jul 1 - Aug 15 Tap Femme and 120 Ibs/acre
—BroWntop Fillet 36 Ibs/acre
++ear 50r&m-Sudan Hybrldr 30 Ibs/acre
b&n WILD* -� Slopes (3:1 to 2-1)
11ar 1 - Jun 1 Sertaso LoWedem (ecari8ed) 60 lb%ero
gig 1 �` Tel Fescue
�. 8� :- •.• (Marl -n d 1 30) Or Add Weevina Lovegram 0 /acre
$ � •i� _.:;-. OE1rATE" Oar 1 =Jun 3O) Or Add Hulled Common Bennuftross 28 Ibe/acre U
- - aaBtiMn�3 •: ,• i b MVCE Jun 1 Sep 1 *"Tall Fescue and 120 [be/acre
.r,.... .•°' S Z �' -4kaWntop Millet 35 Ibs/acre
:S.-• t *br Sorghum-Sudan Hybrldr 30 Ibs/acts
,t •'_LS. ■ Q lit m Sep 1 - filar 1 Serleea tespedew (unhulled-urwcarfHed) 70 lbw/acre
Flog •16F " 06 and Tall Fescue 120 Ibs/acts
Q age i5 Lai41ALAFFM
L-71
ai (NW(N 1 - Mar 1) Add Abrvszl Rye 26 ibs/sets
_t iCj ' z N gg �!: davad11Nr Li
k 8 Q arw eAmrs r .J
N � `r ;121 --- — --- --_
�Ig�� Ul —� \ 1 EAlvA"aF add'dlonoll irltorUatlon coeewhinq other athmatives for vag tatim of
neer or Soll Conservallon Service for
W �Sc 3=z
713 =WWY
srerWAv krea �ndftlans; alher eeedinrv�Combinations are possible.on rates are those *hIch o Wd under
6i t i1.TER FAsiC
N
desired permanent
z 8
sioRAo=�p►ie: pvegstaticn.ryDo W temporary tmver to gtnW over 12' in height before
CROSS-SECTION VIEW mo*ki% atherwtn fescue may be shaded out. Q
SEEDING SCHEDULE W
' OPTIONAL FLASHBOARD DESit;N CRITERIA SEEDING �
- w as RISERi DO NOT ER BASIN USE W� ��sn>WWRAM
_ a *-a uu.-"Y 1M711 ii+elt+lete F�
Ie00 C Far Pee AM or ownnefn AREA - J
�F�,,� a s axam MET PM an Or%PF,vc r." SHEET 3 CF a �
SHEET 1 of 3 ��, _, CITY OF RALEiGH 0
1~t CI7Y CF RALOGH F - C,
.r N PT1EM Oamis DWAMM0fr x lm,.rs max Dam awARrldsvr
a„ er , LEM Tom a W= el, an 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES QI
t � SEDIMENT
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
StDii�IENT BASIN Z
-t BASIN 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
STD. f 4M36 3. REMOVE ALL LOSE ROCK. ROOTS, O 0
) AND OTHER OBSTRUCTIONS (� � O
L LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. [if
4.) UNIFORMLY AND MIX APPLY L WITH LIME,SO (SEE B OW*)UPERPHOSPHATE z N z
LLI
6.) CONTINUE 11LLAGE UNTIL A WELL-PULVERIZED, FIRM Q w 0
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 61NCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER O
'' SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTiPACK AFTER SEEDING. 00
7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH. Ld
1-+-i
TER MWACE
v�
teaAP semn„s4 � 8.) INSPECT ALL SE®® AREAS AND MAKE NECESSARY REPAIRS OR
P"Tar P" RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF
PYC Fi[ Fr0011E `
MATE
STAND SHOULD BE-OVER 60R DAMAGED, REESTABLISH FOLLoWiNG DATE NOV. 3, 08
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
" WTrukl CAM 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT SCALE AS SHOWN
41 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED..
D w MOAT VIEW
DRAWN BTB
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
M'aa t ��� wOR u'E ACRE IN CLAY SOiLS) JOB NO.
FEWnUZER - 1,000 Ibs. / ACRE -10-10-10
SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS REVISIONS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
Arid ASHY ANOTHER - ASPHALT EMULSION 0 300 GALS./ ACRE
Q \ r apoa K
V
PERSPECTIVE MEIN ''°" SEEDBED PREPARATION
SHEET
w Fort oolmar- ►9a►��aeteaA i l TF 0W
- 5
r; -

I l ( SLOPS FOR VARIABLE I I I !
I I SUPER ELEVATION RATE 24• ASPHALT PAVEMENT PATCH
IsEE T IMF NOTE i I I R' "'' I I FOR STANDARD 2'6•
I r s+or ove awsm wm► CURD AND GLITTER d• I I SIDE ELEVATION H
I r-� a 1w r-� a r� a IY� sir °F "`• I I
61 J7
cm
1. 30• CURB Q GUTTER :;.` .•r- .. A A
r ator we NOS ! I I ens `Nc a p .,'•,'�,r ' 1' a/4' In N
ca
MQNX
DEMIL LNG YYPL=> "�'E' I I I I m o
ASS WWWACOMS
R�PFDWI NI .. r-• .•„ •: I c
:.'EXISTING SUMPAIX
PLAN OF COVER g I
I ARE m ; - • I I .�.. .�.,.:..f
Bir cNVSAT A � ranxle r a• 4' ram• BACK IF e�rrx � '� �-
U7EOUfR17> IYME]f sraE}NALK io c Sums:a Bm I I I I I I I � � X
I REIIUIRf1, 6 TD!iE DE7� 1 ( I I m 9.��Ci/4'/ � I z �O
AT Ail RA1AP LOGTIOMS AS S7i�}AI ON nos stau. S�w c ■r± .. .. . r ff ao �4 +ve Ll"
;..�ua•BAIe tSyAlJe ArmB eail• wane e `+ ~ f =Ll a '0
�., r�. Lr
KO
I I I a�n Mcr m e®yr I I P- 3W RIVED TYPE GUTTER I I I I �SECTIM A-A I Te co
tl v4• 1
I C r Slur eve I I lama m IM PA4E1 W&j L BE BY A SMMff EDO& PRFFMVaY A ASW I I : Br V 7 yr 1 I 900
I I I 2.THE TRUICH SUBGRADE SMkt eE sURuB�E YO A D1 mr
a seor 5ECTiON -D-O- I I °� BYWW
! , WLTM AASfTID I I �1�—f- I �,
I I I I I yo 7-9D AS BY NCDOf
;' tarali rt J.THE RWL ! OF 4LL WqOO�F� ABC TEAL CO��ACTID Ii7 A OEI�S$ MW 7D fpp�OF lj 4T SECTION B-B A� C_ u� fl:
II 1D' �� •, ' . ■- ' • •• I I NCDOT. 9lSE�AM BE SI1BS71R/IN rF APPriO1rtB�81'AS5N70 AS IfQDi1FD 8Y I I T �a V[E I C
MAL7YPAX AW STOP�TEEFOR I I • . - •' •. . Q.7?F p�DEPlH QF �,{�. f �J�. I
PEUESIRM n SIAEYALK 4`7FE..�i� W"0nF�►P 1�TE�AL�JZFMSt5�StN�rL 8E 8Ur N NO CAM MWL RE I I aw pop � D °CD
II s I I I I IL THE AWHUPfr4�LT A�4Y 4r4TE�4L 37MrL BE Ifma m Aw COW&=Ti10ROt10F1r.Y YO ACHM A SWOTM 3 y4r m
I I I I I I I �,_ I ITT I
I 3, 3p' VALLEY TYPE GUTTER
r — I
II �
I BA* I I r;, y,, I I !• I6'gcpoun 8F" ,►ONYIS I I DETAD_ OF HANDLE o
B B • ' '.... l I ON I I I I
I
�,`,. 2- 112•IXPAWON JW EVERY 90: I I I I SIDE ELEVATION I 7
+ - �� I I 3. 3" PSU CONCRETE J�NTIV um 4•SL W �(AXlMLUft/, CfTY OF RALETGN CRY OF RAIETGH ( (�}
I II II I I
CRY OF RAU3GH CITY OF RALI3GH -4, [UWID 4�BRANF CURM COMPOUND S"J- 1<IEET CE1(IIa4L B DEARTH W I I CEWRAL 07KNIW f �VRPAI ETICEI�DEPMRf1TElfT �}
MR RAU,IPs Ar&%W ALr TO ASPHALT STRffr CEWRAL�GEPAMUdff r�TilU;su tl�M�Nc D�tRrlV�Hr THE U2EODU O&WS OF SECIUOM 1026-2 OF MCDOT
YVPE MSWAYS OR PROM STREET T>E fN ate>t � an 40 ISOMETRIC VMV am � aft ra STANDARDS & SPECMATTONS FOR ROADS AND PM 7 tas +r I I ace � nt nB I I Car, ' CATCH
� A I .0
I SIDEWALK I I SIDEWALK I I S7RUCTIIRES �B PA�YEMENT . -^ . CAI IN I � Q
IPS I I RN,IPS I I S• I��•L CONSTRfJC7 M MOM SHALL BE FILLED GUTTERS I I PATCH I I w
STIx L?01l I I N'llFf NCOOF OAT FILLER
AW ANLEAR IN AGCOR0AWZ DET STR AF 2DP1 I I END ELEVATION
I STD. 6 Emil I I STD fiti I I -DRAWLNG NuT TB srlu s- STlb # 3011 I
II _ _ _ _ _ _ _ _ _ _ _ _ _ _ —J l� ._ - - - - - - - - - - � .: - - - J - - - - - - - - _... - - _.. — �. - - J
�---. - - .- - - - - - - - - - I II l JEXPMSION
OINT
I _ I I �,�• EIIPAI{s�4 Trg� _
rodrr r A sHE>1s or I I GENERAALs Of SIDEWALK NOTES I (RWPSf0'-ar I I na mac u aw"LL�i�T I `A` r��
I BACK SIDEWALK DROP
DE CATCH RUM TM UWE 13F
I1. NORTM CAROLAW GS)WAL STATUTE 13a•-44.14 RI�U�S 7Yi4T� I I c1 1w 11GVNSTAFAM sm
S.sLD�aLK I I OR A�OF ur.�rlrS Orr �r„�. A►+� I I �CATCH
Ws% 4�Q. M,
ALTF7ZED FOR ANY RT;tsvFT AFTER sfPTfP EYm4 !. 1973 SJIM
frkf PRot�E�x
ACCESS RAMPS FOR THE PMYsbIlLv f14NDfcAPT�ED Ar ATL MUTF1i5£CBONS ere aso "A!
BOOT CURB AVID CeTTTER AND SAEWAU�S ARE PROI�ED AND AT OTTER POINTS I I TILL CAi BASOTS OVER 3'>H DFPTK I
I D I I I I a»s EDI &TTH -
CLASS SIRP D Of SECTION�OF THE 10n FEDERAL.AD H00Y SAFETY ACT � v��o� TIP OF THE WIT RA TW MVERT
I ■ I I ,A Xf 11.1 A S'OOKK IS CURBS
MM LY OR IDPlAFd4ED� I I I I x FUTIM DAM ��YD 7t0L7rs MAY X I
■ •.��� . I• ■ •+ IF TFE dI�TCN�DRSYk
• I I fFf DLSA8 u4T*mm C01X=CMR S iPAOIEIIfADN�A TO Tff05E I I#vvVtAMsFAQ OF F, I I o UND 111 J'M at 4xBM sum I
°B' PRONGED TD PDMW ON THE R49S RAL�SET4 NAHDfiAI.MCJJ f"—') 4�NCmr APPTmVED Tiil7JlfTISOMETRIC VI
amm all
REIJgON THE THE CIyL RfG!!IS ACCTO�plPF�1961.TTE ADOPTED �' C [E mxfs ACfFMAfiE
II I ACCW grjuAVE BffN DfSTGNm 2$ }BB2 AI10 AS X OF 7� I I m cc T, I I © USBeG S7At{OARD 9 dl4fnR.i I
S7DEII'ALK ACCESS RAMP A41Y iZ Inc MR DETECT INE }��EFFECTIVE I I I I •� �r� I � �.- r
I I I Z sLOETY,tic ACCESS RA{IPS SHAu BE PRdV1OID Ar LOGUIO1t5 As oN TffE Caro •. �. ••.•� -•, �• 6 CURB TRANSITION 8' CURB TRANSITION
I WRNS oR As DMiEEfED BY THE E!�sWkx ACCESS R�SHML BE I I £'-6• r-6 Lt'% 2'-6• I I rSL .• •.. - I IN
Tm AS N101CATLD M TY1E oET TTfE L004TTON Y BE AOJl15TED ' '• • . •'■AS OlR13cTED BY TFfF ENS E7o SO Lxxrr POLES. FrRE HYDRiV11$ rn11� , bB•• I VARIABLE SLOPE NOT TO
I e 6'(uMaEsS OTfrF711IYSE 5fE ) I I CROP NLETs,ETC,AFFECT WAC AT ALL LOCATA\%NOr.{ESS 7W 2 FEET I I I ..`.•.• v ovin�� TOP OF
OF FURL NMff CURB 5WL BE PIACM DMON DOGBLF RAID A a I -ti%:: • ......•.'•' .•: ••. s• rr Brat er EXCEED 12:1 (8.337G} DROP CURB
I '�•ET�AN40ff °° I I ��, A W I I I
I Off SNMT i OF 4.
Aa:sB•AY► " '• - I 1 .Ao1 IF a.s I I STANDARD CA STEP I SECTION 'K-Al GUTifR LINE
a M W"#4 S6Ti"-%41L BE-%F f�•OINT:C=W MR WE MW I a a Rows 1 �
SIIALL M MW CMARW&GRAY M CORnMr Wilt WfT FM�{Y COLORS up a•Dame eP LD?F .L�`I
I SECTION A-A AND LlGM COf7E CLb4Y FOR CdffRIST Wmf FYI Y AND A H v r r
FM MM S�TLC I I ��AN NB�tL RM OF THE COAMfRfcrlaff�saolr I ( \ 1 I T A STANDARD WHEELCHAIR RAMP
DETAILS
I I I YAW OF Ar DE fE41E of za LBS aF PER Cu I I I
N.T.S.
PLAN VEIW
I }2" SlDPE IZ-IU C -0 nCKe[Bm DOB I I 7!it n a�Y 1r r�•a•
r e a Of NO CASE V L THE W�f TFLE ACCESS 2414'�1255 I I I I Amp p � �
Ir .17e1TAB I I T" (X-4, > rrL1Y ExCEm,O: I i I i ,lp v CA rLr a.IB.am• .�.1
T I I ° lff
USE�R N Y "NA�,T>T FLU N� I ,A� . . . � � ; .. Z �� , . . Z I I a� �' ® l' i
7.A W JOdiT TILL%REpT M TT1E C�ONCREIE t•y
I ACCESS cools TFIE cum AND AS SIJO {OWN Dw ANF31f�L�n I r=rrr��
SEC710N •B-B- I I e SNOlF OR D1400NAL RAGS ARE N'nT PGAftSTBLE RW NEW COlWn&VYR)& r a Iss �� I V
sZcrYpK�
W
FOR RSIITPS Ar ASPHALT TO A%%4LT STREET TYPE DRIVEWAYS EXCEFr AS STTDI}if CN SfiFf7 ! of 4< I 1 � a, V-g STeTIdI C-C I t1T01,Ilw er J
I I ��pa
! OR PRhGITE STREET TIE!IA SHEET 2 OF f SHEET 4 OF& I I Bnup OF RALM MK snlent Ciff OF RALEIGH DEpifRT�IFNT I I I CRY OF RA!l7GH I I crrr of RALQGff DowuIINT
Comm afallomw omwrwfT crTRRAL EHGrf�RlNG DEPARr1lrivr I NoTEsI v ' S,
I I I L IN ADDITION TO THE ABOVE CURB a� Y ,n .B. I ,� �' aeBr s en
D� Y an '� °°a ' an Joe I I SECTION TRANSITION. THE GUTTER SLOPE I .; '�'• :r I • _J
I RA i sIDEWAtx TRANSITION SHALL C[ZFORl1 TO NOTE 1 CU�r. PION t •• ��� ;I SC,A0
TYPICAL LOCATION I I I I 2 TRANSITION NOT TO BE LOCATED VALLEY/ROLLED GUTTER 1 I BASIN I Q
I STD: # Emil I I STDC fU Emil I I WITHIN THE CURB RADIUS. sT7x 2021 I - DRAVT►Ir;Nlzr To scALF - STD. 30.01 I WPool
LONGITUDINAL SLOPE TO BE z
A MAXIMUM OF 5% TO MEET T� 0
I I I I HANDICAP, ADA STANDARDS �1 O
':' I I I I 20'-0' 5 FT. 1 R �--�
I I I MONOLITHIC POUR OF I +' BRICK 4' adu 8pSLOPE
3000 P51 CONCRETE '/4r �A b �1
€ 2. 1-2
a � II I o
SLOPE . �"`�
I I I I 4" BRICK 1/4'/FT.
a +- • w w
1
o) \ DU�'TER 4 CMU (PROVIDE LADDER TYPE REINF ~� 3000 P.S.I. CONCRETE �� M �T
p / ` EVERY 3 COURSE) s. '•: L_ a o 0 r"1 W
�� 't 4 INCH
a' CD
Ire • • : . 8—0 5' WIDE CONC. SIDEWALK 1 O
r-� Z 1: .rt 1 I I ! 1., \ \\\` I I' _ 20-D
'T I �� e � .t'¢ - � • ' : - : • • 3,000 P.S.I. W
• NOET ~ 00
\\ T
r' \\ T3RAOE a• CoNcRETE ,�/ 8 x 6 to/10 WWF ALL CONCTRUCTION TO BE C/�
= \\ �E IN CONFORMANCE WITH THE PRIVATE
y ,4•-BI LOW GRADE ■
I 6 CITY OF RALEIGH STANDARD
SPECIFICATIONS & DETAILS.
> � 3.5' RADIUS \\\\ I , . CONCRETE WAN SCA ERN DOWN CURB
I s I I \\ I y 6• ABC SroNE T Y P I C A L PRIVATE DATE SEPT 8, og
�� I -,• GATE FRAME TO BE 11/2' MA. GALV. PIPE W TURNBUCKLE I'_}- 3.ODO PSI CONCRETE FOOTING I SCALE AS SHOWN
J $ � I I •�``. I CROSS-BRAC(N% WITH CHAP LINK FENCING. PRMDE WOOD g W/ 2 f 8 REBAR CONT. H C SIDEWALK SECTION
SLATS. PROVIDE LATCH MECHANISM AT CENTER.
ATTACH ANCHOR ROD TO ONE GATE W/ HLLOED IN DRAWN BTB
3 CONCRETE FOR SECURING GATES IN CLOSEDN N. T. S.
I r Try _ :: I I I o.
111 1 I I I PLAN SECTION ,JOB N
sIf REVISIONS
-
<� NOTE BRICK TO MATCH BUILDING
_ I I ffim a-r SHEET J OF 2
SHEET 2 OF 2 { c-
I I1 r e
CJTY OF RALOGH CTIY OF RiN•EfGtf
r wane r
�� �� II f� '� � �� I � GARBAGE DUMPSTER DETAIL
DRIYEWAY DRAY ALL CONSTRUCTION TO CITY OF RALEIGH
SIDEWALK DETAIL I I s1aEWALK DETAIL I SHEET
II I STANDARDS , SPECIFICATIONS & DETAILSC - 6
• I STIR � 20,01 STUT. #I 2(U.Ol
J-
r •
r