20010050 Ver 1_Site Plan_20000117

.SITE DATA ~ ~ JIM
E ~ ~ FWRiM F
TOTAL AREA . 35,417 S.F.
ZONING CLASSIFICATION • . . .CDF Y
LUI RATING 50 !1M
BUILDING AREA.. , 5,800 S.F. TOTAL IMPERVIOUS AREA. . . . . . . . . .18,095 S.F, . _ eM 91M
I I PA KING AR A . .12,295 S.F, ~;"R-9~;~ MPERV OUS R E ~ R-9
OF BUILDING LOT COVERAGE . . . . .149 ~
iH .......37'f W DD BUILDING HE G T..... . N DD ~
N0. OF 1 BR UNITS 3 STORY , 24 THE CITY 0 EENVII ~ ) 0 EENVII.LE SITE i30, PG 315
NO. OF PARKING SPACES REQUIRED, . . . 29 De 530, Pc 315 IoM ,oTM TOP OF BANK - _ 9
NO. OF PARKING SPACES PROVIDED. . . . 30
N . OF HC SPACES REQUIRED. 2 O 7.e BOTTOM OF BANK _ _7~ _ --"6B "BB
? N0. OF HC SPACES PROVIDED 2 R AR FA ALLOW D 16 979 S.F. GREEN k11LL RUN FLOO EA ( ) E ~1 -
FLOOR AREA (FA) PROPOSED . . ..15,840 S.F. _ t •e.J RETAfNING WALL ¦}~~~E a
N • ~s,~ _ OPEN SPACE REQUIRED , .30,562 S.F. ~ e1 _ ~ ~ _ UL o BUILT NG FLO~9WRY - 60UNDARY
P N PAC PR VIDED 36 847 S.F. ~ OE S E 0 , ` NPS ' ' ' ~
LIVABILITY SPACE (LS) REQUIRED .18,677 S.F. 2 0S ^,°.a NPs 58" r 15`.46` ~ 1 ~ Y .3 J ~t.l~ _ R/ + _ ?
I 1 808 S.F. ~ o c~~ o LIVABILITY SPACE (LS) PROV DED . 8, _ - c/L o BOTTOM OF &1NK + ! ` _y - k ~ , .
F ~ ~ Cfl D ,6.9 ,n ' V
RECREATtON AREA REQUIRED 2,207 S m cn 0 RECREATION AREA PROVIDED ...2,217 S.F. a _ _ _ . _ _ _ _ _ _ _ _ _ - - - - _ - _ ~ _ _ _ - - - ~ ~ :~^.U~ v i~+~k . ~~~'-WAS ~.aa~ "?~J~a - _ _ I _ T~. ~ ~R.Ev~~+~.L. 1~iCf N ITY MAP
GROSS LAND AREA GLA 42,447 S,F, n18i3 MBL ~ ~---t ,s.e ..~?OwA~ ~t+~S /,1,,,__
~ e ~ EIF .
I • . ~ ~
EIP I r..- • . I
. ~ ' GENERAL NOTES . , . = ' ,rv SECONDARY WALL +s.7 " + / -.rte"
J - I WINDOWLESS WALL 20.0 20.0' ~t0.6 . '~J~ i ' +
, 1 31.0' 35.3' , 1. GREENVILLE UTILITIES COMMISSIONS RESPONSIBILITY FOR WATER LINES ENDS AT _ 20., pp.p~ ~ - 0.7` y I ~ r - . ~ -
THE WATER METER. 4 _ _ _ _ _ _ r- 40.0 - ~ 20p 11.3 _ r-- I
2. GREENVILLE UTILITIES COMMISSION'S RESPONSIBILITY FOR SEWER SERVICES _ - - - - 0 3-STORY APARTMENT ENDS AT CLEANOUT AT THE RIGHT OF WAY. ~ ; ~ i t~j YEAR FLOOC BOUNDARY
I I N BUILDtNG(TYP) 3. ALL UTILITIES WILL BE UNDERGROUND. I ! ' ~x. eF I o ~ EtEVAT10N~22.5fl r ~ ~ ' EX. BRLK „ u+
4, PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN. I o I, aPaPT6 b ~nPaRTMENT ~ W ~ J , N
5. WATER AND SEWER SERVICES TO 8E SCHEDULE 40 PVC. .'s' Ex aPIcK N 6. A R I ED 1MPR V MENTS T BE BUILT IN A COR ANCE WITH THE CITY OF a~aPTti"E"' LL EOU R O E 0 C D 32.0' s
GREENVILLE MANUAL OF STANDARD DESIGN AND DETAILS, M,,,pl I s.o• I ~m ~ I ~
7. CONTRACTOR TO NOTIFY ULOCO 48 HOURS PRIOR TO CONSTRUCTION. 1-BOO-632-4949 8, DUMPSTER PADS SHALL BE ENCLOSED ON TWREE SIDES BY A COMPLETE VISUAL I I M
N 1 H SCREEN CONSISTING OF A FENCE, VEGETATION OR COMBINATION THEREOF. (9-4-268(H) ~ , ~ BALCONY - `0 _ _ _ _ 1 .S' ' t
OF CITY CODE ~ - ) ; I J LUI SUP 95-01 I - 9. NCDOT DRIVEWAY PERMIT IS REQUIRED. ' ~ _ - - _ r - I ' ~ _ ' j J I ~1J.5
o 10. GUC GAS/UTILITY EASEMENTS IS 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS tai o v ~ Y _ _~r~
INSTALLED. (CDF ; ~ z ~ _ -`F GF' EP STAIRWELL t7.5T1 ~ ~ ~ ~ „2JJ _ s-.___, - _ - - - - P O e PROVIDE ExPAN510N JOINT R R
11, NO PORTION OF ANY PARKING AREA, INCLUDING ANY DRIVEWAY, PARKING SPACE, o ~ ~ .o _ ~ - - - - cP DRIVE ISLE OR TURNING AREA, SHALL BE LOCATED MORE THAN THIRTY 30) FEET APARTMENTS ~ 2 ~I N ITEV,~- ,JOe ,7Je ~ 1 APARTM NTS AT N10-LENGTH + ~ , PEONY GAR S, LLC
T V NTY-F V F FR M AN KWAI CHUN HAN ~ ' " FROM AN ON SITE 5MALL TREE OR MORE HAN ONE SEE I E (75 EET 0 N ; 5' CONC. SIDEWALK „7 ~ + OB 592, PG 439 . ; MB 3, PG ~ as VALLEY GUTTER DETAIL
ON SITE LARGE TREE. FOR THE PURPOSES Of TH15 SECTION, THE MEASUREMENT DB 568, PG 100 „ rn O N.T.S. f ~ ~ { )
SH BE FROM THE FARTHEST EDG 4F THE SUBJECT AREA TO THE CENTER OF ALL E THE BASE OF THE CLOSEST QUALIFYING TREE. ml h ~ ~ (t) C I F. I
12. SITE PLAN APPROVAL FROM THE RESPECTIVE EASEMENT HOLDER SHALL BE ~ I , a EP`4 + ~ X7.27' 1 Qf 7
CONSTRUED AS APPROVAL OF ALL NOTED VEGETATION MATERIAL PaRIECi~vST ,~cT M I r ry " ~ R ~E ! ENCROACHMENTS AS SHOWN ON THIS SITE PLAN. .a ~ " i o C'R;',/E ~ I
13. PRIOR TO ISSUANCE OF A FINAL OCCUPANCY PERMIT, ALL VEGETATION MATERIALS ~ ° }"`I h '7~ za,~' vo' I ~ ,~J.e LEGENp
REQUIRED BY THIS ARTICLE SHALL BE IN PLACE WITH WRITTEN CERTIFICATION ~ ~ ~,z33 ; FROM THE INSTALLER STATING THAT THE VEGETATION HAS BEEN INSTALLED iN ~ ' I ' EP 17.1p t . _
ACCORDANCE WITH THE APPRO D PRELIMINARY P N, APPLICABLE. AREA VE LA 2 ° ASPHAIr PARKING ° ~N 1~2~~ RAD n + R W = RICH OF-WAY z ~ ~ T-
REQUIREMENTS SHALL BE SUBMITTED TO THE DIRECTOR OF PLANNING OR ~ I ~ ! AUTHORIZED RESPRESENTATIVE. SAID WRITTEN CERTIFICATION SHALL INCLUDE A ~ ( ~ HC SIONs ~ 1 _ 6 8 MBL -MINIMUM I I I sIGNS - , ia' RA BU LD NG L NE
o FINAL VEGETATION PLAN INDICATING THE PRELIMINARY VEGETATION PLAN SITE ~~2a / I~ : I D B B =BACK OF CURB TO BACK OF CURB ~2J.6 s_.. I ;,,1 3 RAD EIP =EXISTING IRON PIPE
PLAN DATA MATERIAL TYPES COMMON PLANT NAMES S AND THE SPECIFIC ~ ' ' } "'~s tP ?
OCATIQN OF ALL INSTALLED ANO OR EXISTING QUALIFIED MATERIALS. THE FINAL EuIS11NC coNC s1oEwA4K_ - rn~ L RETAINING WALL - °4 +i7s° SIP =SET IRON PIPE a! ~ ~ - t
V TATI P~ HA L I T A A P IT P N WRITT N p ,T.47 E EGE ON LAN S LL gE ND A ED ON N P ROVED S E LA . E CERTIFICATION SHALL SERVE AS A- REQUEST FOR INSPECTION. FULL COMPLIANCE ~ ~ I EP I,,e~ " ~ - RAMPS E ~ q _ ECM -EXISTING CONCRETE MONUMEN ~P R.S. Q ~ 12 p,~, EPKN =EXISTING PARKER KA~ON NAIL
. WITH THE REQUIREMENT CONTAINED HEREIN SHALL 8E THE RE5PONSIBILITY OF ! ~ I ,ns' 9•p' mt2 t + 177° ~ ~ ~ 6 ~ ' ~ SPKN =SET PARKER KALON NAIL 9.5' I i -
ITY Y T I I tioo PRIVACY ~ , , ) I TH PR P RTY WN R, PPR V TH FAN MA ERAS N TAL ED OR D e9 M ~ 95 E O E O E A 0 AL BY E C 0 L S L CENCE THE ISSUANCE OF ANY PERMIT SHALL NOT RELEASE THE PROPERTY OWNER FROM ~ ' R - RADIUS R`.2 ~ ~------s~--~--
I ~ ~ SUCH RESPONSIBILITY. NO FINAL OCCUPANCY PERMIT SHALL BE ISSUED PRIOR TO I i , _ _ 1 ? , C CHORD
INSPECTION AND APPROVAL OF THE REQUIRED MATERIALS AND IMPROVEMENTS, ao' _ _ .ree .,,.e Ex ~-sTORY'~ ~ ~ 4 ~ a __~I PC =POINT 01` CURVATURE .r . + ~ ;~7.9 I ~ ~ - PA1N1 tat ' z ~ PT _ G^"` 'r r ~ fem.' ~ , v v: ANU~~„-
EXCEPT AS fURTHER PROVIDED. coNC~~TE EP - HousE ~ PNN1EEpp 6' CQNCRETE 2e UFT AREA 14. TREE5 SHALL BE PLANTED A MINIMUM 5' OFF THE CENTERLINE OF DRAINAGE PIPES. DuMSTER PAD ~ APRON j 1e UFT A~~ ta.J te.zt ~n , ~
15. TRASH COLLECTIQN TO BE PROVIDED BY THE CITY OF GREENVILLE. K I 4, - ~ y,cP 2 CURB ~ GUTIER PCC - PCiN+ 0~' COMF;,4vU ~+~K'~.a^a I - RRC = POINI OF REi,`ERSE CUR':~~~,wF
1 N T T P I TH IT Y W R R WAl' R IN ~ 20 asPH,a1T PARKING ~ 6 0 LARGE BEES 0 BE LANTED N E SAN AR SEE 0 E L E a EP I r I o , EASEMENTS. ~~e. 2~ , ~ ,e.2 ~ - - - _ - ~ , ~ te.ze ~ ~ I {STANDARD FACE; .P = Pn~ .Y _ _ J`, FP ''I . !N.' ~ ti S NJ vl~v, 5E' \ II eP cP t'R = Dt~WFi? POLE
17. EXISTING SUBSTITUTE VEGETATION MATERIALS HAVE BEEN NOTED INCLUDING THEIR i ~i ~ r 191 7„ ~ ~ y19.019.50 ' x,91- ..+.15.89 .JC^,, t
SPECIFIC LOCATION(S), TYPE(S) AND SIZE(S). ~ ! 22.2 EP ~ ~Cl.~., ~~NE PEJtC'~~ EP in ~ n7
18. ALL LEVATIONS R R TIV T TI A V RTI A EODETIC DATUM, _ E A E ELA E O NA ON L E C L G 19. STORM WATER DETENTIDN PLAN IS NOT REQUIRED, i ~ ' r__ ~ ! - ~~~vtar _ _ _ ~ _ ~ _ c~~ j _25 MBL 1 y 1 ,~1 .l
20. EROSION CONTROL PLAN IS NOT REQUIRED. EX. 3" CAST IRppN 2 ' . ,9.4 ~ ~ „ ~ . _ EDGE O JE'>~,,~~~
SAN. SEWERLINE ~ ~ ~ 2.3 21, THIS PROPERTY IS LOCATED IN A SPECIAL FL00 HAZARDOUS AREA AS m eC ~ ~ '>~EP ~,s' ' s.°• R.).B' D 2).SS .2 4s 'a I 9.5 I ; ~ I.s, ` q~~ 15.7x. 'B OF OF BAhK
DETERMINED BY THE DEPT. OF HOUSING AND URBAN DEVELOPMENT. ZONE A7, ~~i .,,y a 1 I 14 1 ~ , Tc ~ Bc • ~ • i ~ _ ELV. 22.50, REF; FORM 370191 0010 B, DATED: APRIL 3G, 966. Nv 9 INS o.2t 2i~4 2,20 _20.-' • :1.7' 28,0' 7.7' h CO ~ EPy EX.TDi.~ j, C,"~ = CEfi`~TER'~~NE ~ ~ - Hv 23.4G ~ FF - V!ANNC~.E
22. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE GREENVILLE UTILITIES ~ 2i1~ ' _ _ _ ~zz9 EPA 79 yzoz-~-_- ts.xt o cw = EIRF WYuRAN:
COMMISSION MANUAL FOR THE DESIGN AND CONSTRUCTION OF WATER AND X, MH R J', EX. 8° TERRA COTTA SAN, SEw R i 24.24 ~ ~ ~ ,.,~2.4'
WASTEWATER SYSTEM EXTENSIONS. RIM 2a,0a wv w~ ,r--s --s ..._.s ,s ~sE L N s a.~ ~ ~ b _ , ~ • } \ ; „A„ ~ g'_-s ----s 'EIS • / • 6' BUFFER rRC 23. CONTRACTOR SHALL NOT1F1' THE Pt)BLIC WORKS, STREET MAINTENANCE DIVISION 48 ' ~ER~~RC °A° ~ / \ EX. 15" RcF W'v' - WA.~ER ~ALvt - EIP~ Ij S fi9'4p~5a.~ W ?64.99 ,ti'~~ ~ EIS GV - GATE VANE
ECM w ~ N 7,?•18'38" E 142 82' ~ E -"#,*~a-~.--s ---_s w".^ 12'0425° W 111.50' 24.q _ _ 4,64- 2 .Si_P 14. HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING STORM DRAINS LOCATED WITHIN ~ ~ -s4.e Bc - - - - ---»~"---~s~-~-~~~-._.~- '1.50 1~.9 R.15' EXISTING WATER METER_ . y~5> cpF ~~se - ~-r` _ _ ~ . _ ;ry, I____.__~ BV -BALL VALVE
PUBLIC STORM DRAINAGE EASEMENTS OR R~W's. `x~ ! ;B0 ' ~ 24"7 s ~ 2446 ~ ~ ~ 4 EX. CONC. SIDEWALK R.,S' --=~r ° --5 -s --s ~ ~l ~ EX. 1e' RGP RCP = REfNFORCED CONCRETE` PIPE
24. EXISTING SUB TITUTE MATERIALS SHALL BE PROT D FROM SITE DEVELOPMENT ~ ~ TI IT I 24.44 f' AC V IES IN CCORDANGE WITH SECTI N 9-4-2 F . ; ~.ez S rJ,.e - _ _ _ _ W; CMP =CORRUGATED METAL PIPE ec, z
25. NO NEW OR QUALIFIED EXISTING LARG TREE 5HAL BE LOCATED WITHIN FIFTEEN (15) EX. MH Ex, CB CB =CATCH BASIN sAw c'~JT ArvD ,T ~ ~ R aRIM 25.32 ~ ~ Hoop 25:as W I FES =FLARED END SECTION
FEET OF AN OVERHEAD ELECTRIC DISTRIBUTION LINE. f sAw c' T AND - EXISTING CURB ~ CUTTER TO DEPRESS HEAD OF CURB REMOV~ 56LF 26. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY GREENVILLE BE REMOyED aNO REPLACED AT slDEwaLK FDR sIDEwALK REMOVE 56LF SAW CL ND EMOVE W .NV 15.68 N INV 23.01 SIDEWALK NOTE: USE 30" dgtBCUTOTEREaNDNREPLACE s INV ,a.n $ NV 21.75 3, NTS =NOT TO SCALE
UTILITIES COMMISSION PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER MAINS. f WITH 3D cuRe & cuTTER HANDICAP AccESS ~ CURB do GUTTER WITH 48" HALEY GUTTER ~ t E Nv 21.83 a' = NOT TG SCALE WH ~ f IN ROAD R W : Q3 EG =EDGE OF GRAVEL
27. PAVED AREAS SHALL BE COMPACTED TO 95~ MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6 OF SUBGRADf WHICH SHALL BE COMPACTED TO 1009 MAXIMUM DRY I
DENSITY IN AGCORQANGE WITH AASHTO-T99. f AWN + E S EXISTING IRON STAKE
28. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 W' ~ OF THE NCDOT STANDARp SPECIFICATIONS DATED 1990. x I TENTH STREET ~w ~ ' = w3 DI =DROP INLET EET ; i = ~ BB BO OM OF BANK
f 29. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 J W ! `82' R/W 65' 4, H PUBLIC! PUBLIC! 1
OF THE NCDOT STANDARD SPECIFICATIONS, ~ 30, CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE 3 f , x , W
NCDOT STANDARD SPECIFICATIONS. o.. i r tx. 6" ACP wATERUNE i • _ W W-'.. M1 .L ~ ~ r5 n ,y h - n h ~ - _ ~ N - ~ w z n n ~ ii ~ / ~TERUNE " ~ ~ ;
I ~O f / i ,,.,-INV 20.41 I n n {f
X r WI ~ o S -6 ~a -S ---•S -S -S -S -S -S S --S -S -S 5 - l\ INV 2[Jt--'~ X. MH ~ ~ EX. B" TERRA COTTA SAN. SEWERUNE
E ~IM 25.91 ~I I ~ 6 ~x I
t~ ~ I 1 ` ~EX. STORM MH ~ ~I rv
SLOPE 1/4"/Ff,---.. 3000 PSI CONCRETE f RIM~26.82 ; N INV 81.26 ~ ~ ~1r ! ExIS1. VALLEY
VARIES 2" I-2 ASPHALT Ex15T. vq~LEY S INV 20.13 ~ GUTTER EXIST VALLEY E INV 23.99 ~ "
" CUTTER i$ 4 " 4 , - CUTER W INV 24.12 ~ ;17
~6 2485 ~ ~ ri.b5 ~5.1r s' s" cAec -«-M w~ PP~,_,____. , 95.1r te27 90.
~ 1 EX. 15" RCP . - s _ a , 10. _ , r 96' _ a 30' 15 ~ }Q' " 71. ~
PAR - - - `2~ - KING LOT DETAIL _ - " " - ' 24~~ EXIST. ec Bc ~ EXIST ec ~ ~GP TPED TPEG
DRNEWAY 4 ~ ~ DRIVEWAY ~i5 ~ y ~ ~ ~m EX. CB GRAPkrC SGIE
rL'~• x HOOD 27.30 z7.50 EX. CB ~ ~N INV 24.74
~ HOOD 27.a8 ~ ~A ~`c INV 24,41 ~ I r ,
Ex1ST. ' ~"`~t ' OF I PARCELyy O0J91 I n
CAR WASH 1/2" RAD i~ DR~b'EWAY ± ~ LAND USE INTENSITY PLAN TAX MAP# x697,,6-~~~, ~~•~~a
VANS HARRINGTON, Jr. 6 2 PIRAIEiS BAY CAR WASH 24" 1'
DB F-53, PG 564 TOP OF SIDEWNX 1 j B ° RAD
3" RAD
a E AVEAIENi 20' - 0' „ II. ,
' _~BtNFER FENCE 6• ,/2' FIBER E,(PANSWN ; ~ ~ JOINT MaiERIAE ,
,21, s~a~ Iz;, sLOrE \ ~ 2 " - : , a-- ~ I--------- I j REFERENCE: DEED BOOK 995, PAGE 528 OF THE PITT COUNT'w REC;'STR~
'I~ III I I I I I li N . .-J . r ° ~ ftp'.
, ~ . I ~ S ~I ~ o ..a p 4 0 ° ~ ~ ~ GREENVILI.E, PITT COUNTY, NORTH CAROUNA ° y. _ _ I n f._ - ' ,
0' CONCRETE d' CO ETE A' CONCRETE ~ i ~ ~ ~ • ~ . ~ ~ ~_._------------s-9°..---- S,DEWILK CURA , i ~ PIO ~ ~ ~ R k~ I I I p 6 ~ k.% , ' OWNER: .w ~ , r HERBERT D. POWELL
I;~ ! I !i j ~ 4000 PS! f " Y R ~ P X
_ I I I I j ~ 300o Psl co~P,~cTEO suec~AOE coNCRETE -F----- 3~ , • ! ~ i ~ CONCRETE 3~ , a~ :,a;~w•a ADD E~S: .0. 80 2666 c. ~ ,
•.I „ GREENVILLE, NC 27836
PAYED PARKING LOT PHONE: [phone]
THIS PONT WITH TO CONTAMER PAD WUST BE PLUSH MTH ~ PLUSH WRN PAVEMENT PARKING LOT PAYEAR:M,
PLAN VIEW SECTION A-A w 30 CURB do G CURB do GUTTER
IUNDiCAPPED RAMP DETAIL DUMPSTER PAD DETAIL (STANDARD P4 - ~ B , Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB ~ (STANDARD FACE) 'LAND SURVEYING & PLANNING
(N.T.S.) (N.T.S.) 105-D EAST VICTORIA COURT DRAWN: KWH DATE: 12/13/2000
GREENVILLE, N.C. 27858 [phone]
CHECKED: MWB SCALE: 1" = 20'
CAD FILE: MILL RUN APARTMENTS FB 196, PG 11 C&G FILE: 10THTOPO