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RICHARD JOYNER & FRANCES S BROOKS r ono: e+as-bas PAFtCEI. AN / 172276122 ~ PROPERTY ZddEO: R-6
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RESIDENTiAI. ~ ~Q?1 CITY OF RALEIGH ono: eras-peso NAP BOOK 1898-1827 Q
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OF VES11BlllE. SLOPED PANNC, SOT PORCHES, RAAA~S, AtVO IRUp( ODORS, P(~ASE BUILDNG ~'Po oas7' Cr- Q
OM~NSIONS AND EXACT U11UTY ENiFtANCE ti Zt'pa
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SITE DATA TABLE SITE LEGEND
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t - ROW m 0~ WAKE CO. PROPERTY IDENTiFlCATi~i 1722374810 6" WIDE FlRE UNE STRIPING 111ERMIOPLASiiC 1RJIFFIC RED W/ 'NO PARIpNG F~tE LANE' PA~ITED
d ~,.,,....,y.-•...w i ~~r 1 .rte .....---~""""yr,~,,.. 1 r A r~TM 4' Hlgi WHITE LETtERINC AT 25' O.C. SEE OET/11L SHEET. EXISTING USE: VACANT
• Ro~-- ZONING DISTRICT: CUD-TD NOT USED. KimleymHorn
i ,,,r. .r--- t f ROW FLOOD INSURANCE RATE MAP 37183C0551E and Associates, Inc
,_,,,...~..r-------- may.....-.""'"`...-~• r,,,r.~r~^...--~ 37183C0555E NOT USED. 4651 CHARLOTTE PARK DRIVE SUITE 300
E ~ _ • ~ (NOT WITHIN 100-YR FLOOD HAZARD AREA) CHARLOM NORTH CAROLINA 28217
y h TOTAL OF LOTS NITS: 5 pEpES1R1AN CROSSING SI(~1 WIt-2 ANO Wi6-7P 1 AT PEDESTRIAN CROSSWNLKS AS NOTED PHONE [phone] FAX: [phone]
R ~ r•.•- INSIDE CITY LIMITS? NO (ANNEXATION O ON PUWS. REQUIRED) TM~~S11C SiRIPMIG ON PAVEMENT ?1fPICAL CO E007
o RD s.. LOT IDENI1FlCAl10N: WAL-MART O
RD RO - , ~ ~ - . ~ .......y----~ LOT A EA: 26. 2 AC C~CR~ ~NnN~ ANO FN.LERS TO BE COIrIPI.EIED PER DETNL (TYPICl11. OF 11LL EXTERIOR
N .r......_.~.-...~- . _ . • ~ ~ t.~. • ~i F c~c~~ ocau~v~ o~ ~c~~c~u~ caacx~). (sue oEr~ s~~ PROPOSED BUILDING AREA: 203 819 SF
t RD r..~...~.-..- • w • • • • • • S • J i • ' • \ ~ PARKING RE IRED: fJOT PORCH. - (SEE ARCFMiEC1URAl PUWS) FOR EXACT SIB, IOCAlION FOR STOOPS. STAIRS
E.I.P. o ~ - -waY --pn _ • ~ 1 • • 1 + • . STANDARD SPACES: 843 SPACES O ANO/OR RAMPS THAT MAY ~ RE4~D. RAMP PAVEI~IT FLUSH YN1H TOP OF STOOP.
f WAY } • ~ • . • • f l AN ~ ~f c .t , . ~ •1 • ACCESSIBLE SPACES: 27 SPACES 6'/ PIPE 80LLARD iYPIC1IL UNLESS NOTED OIHERIMSE
, • A I • . , , o • ~ . , ~ / ' ,t . ~ • • t \ • ~w•/+w TOTAL SPACES 1 250 S 870 SPACES AT GRADE OVERHEAD ODOR LOCATION. SEE ARCHIiEC1URAl PUWS FOR E)(ACT SIZE MID LOCATION PARKING PROVIDED: FOR WOttDINATIaN IM1H g1Al PLANS. I
i ~ T AN ~ + , rir'~ • • • • • ~ • • ~ STANDARD SPACES: 898 SP ES
~ ~ ~r~ ~ ? . ; 3 ~ • ~ ~ ~ , C ti ~ ~ •t • M • • `l • • ACCESSIBLE SPACES: 27 SPACES 4' WEE x 130' LONG YELLOW PNNIED iRUq( AIJGNA~NT STRIPES.
. - . r S N Y t • i• t • ~ • • IS N . . TOTAL SPACES: 925 SPACES ~g'~• x 36'x• ~p~~ pip ~D 12'X36' HEAVY OU1Y PAD (gt~IT FOR
r `t x ~ • • • fi_ T- ! • • { • 3 1 . ? . , ~ f ~ ~ 4 WAL-MART PARKING RATIO BASED iRUgC LOADING). REfQt TO ARCHIIEC'NRAL F'UW FOR OU1CT LOCATIaN AND SLOPE. 4.54/1,000 SF
• + ~ • • i • i • ~ ~ L ~ 1 " • . ~ • t •t ~ ON HEATED S DARE FOOTAGE : C~ICREIE 1RANSFOI~IER PAD. CONTRACTOR TO COOROII~IAiE W1H LOCAL POMER COIi1PM1Y FOR
r VA~f • . ~ N fN AL 1 • MAXIMUM BUILDING HEIGHT 50' DETAILS. OPEN SPACE ~6 TOTAL SITE 99,041 SF ~ 7~ M ACCESSIBLE PARIQNG SPACE TYPICAL SEE OETIUL SFffET FOR AO .E PARIgNG SPACE SIZE, PERMIT SET
o t r~ 4 r , ~ ' • ~ • t 1 • ~ • ~ E.I.P. D SGN AND S'~MBOL ('VAN'-INgCATES VAN AC~ESSI~E SPACE) PRELIMINARY
4 , 00 ~ t a . • • ~ • • } • • • ~ 1 ~ • l ` t • • • ~ • • NOT FOR CONSTRUCTION
r• ~ ~ • • ~ W F • • • ` ` ` • / • • ' • • • ~ t . ~ ~ NOT USED.
• • • ' • • 1 ~ j~ V __._._......_...,.._......Y. ~.r a t ~ d LEGEND s' w~n~ ~oESr~aari ~ssw~uc r~TM e• r~o~ TMa~oPU?snc wee mc~ sue. SEE DETAIL SHEET.
•i. ~ . f w t ? • N ~ i MEET.
f ? ~ . . . . . . . . . . . . . . . . . • . . . . . . } : ? . , • ~ ~ ~ . . . ~ _ Q car cam n~cN. - (sue oErN~ sH~ ~ w~-aNrr car cow oEr~.
. • . • • • • • ' • • • • ' • • • • s . PROPOSED BUILDING 10' X 15' SiPoPEO AREA PNNIED SYSL/4' AT 45' O 2'-0' 0.G AT ~ CRANE IOCAlION. PRONOE
r ~ ~ • .ti • ~ ~ ~ t~uac access. -(sue u~a~ctutu~ ~ws) E
. . ~vM.••+r•M.Mw~A+MwM~• ~•.1 +.?M.^'••••• • • ? • • • • • • • • • • ~ ti M1 4 ~i -4?'' 1 ~S ? 1 f ~ ti • . . ~ PROPOSED 18" CURB AND GUTTER 2'-0' LOADING ZONE AT Nl CURBED PARKINS SPACES. 4' PAWTED YELLOW STRIPING AT 2'-0'
• • • s • • • • t~ r' r j c t ~ tt. r.3 ~2 ~ ~ ry ~ r. 6 - , ax jn~ i. t • • • • 1 5 D O.C. PERPENDICULAR TO PAfZI~V6 SPACE. - (SEE OETII~ SHEET.)
• • • • • • • • ~ f p(.tr tc, A r i fft r ti c., ~ r te,K ~ - .-!1 • ~ K ~ t .t' 'V • 5..5.:1A ~ ~.il • ~ • t '`f • x ~ { PROPOSED PARKING SPACES ~e' CONCRETE CURB AND GUTtER TYPICAL TYPE A l OIHERMIISE NOTED. -sou. cx~te
• • • • • • rj. `,"t,~ r~~ S r.:; c .:,7 r ~ T"'i. :.ri fr ~w:~ ~ v -K?S ~ :5 't} fM1 C )l ~'~y .~1' 1 M •?ry lam. NM r~tt,~. w a Y~ s J '.A f. •J • ? • • • D SHALL BE USED ON ALL OONM GRADIENT CURBS. {SEE OEi'A~. SF~ET.)
.,..,~.-~r~' • • • • • • • y~ y r z ~C ~~i .t 'z'~ ~ t ~ ~ - T~ ~ N2~~1L{~f;i,. v. ,r'-~f cc ~ PROPOS'ED CART CORRAL P,~r~o ar~cn~u mow rn~cN. -(soy o~r~u~ s~~:)
• • • r \1 ~ } f? r r r .'s S, r -:.,,t xc - 1~ :YrA~ay -aa,. da r P`,::, i''` { c yt-: • • ~ t ^ ~ ~ e, •
• • • • ? o f T _ tt s v 5 ) n s^yyF r ~Y. a~~ ~ `•G i Y. _ ]~y~v l . a .i ~ ; r' '''Y ti CY.4 r i PROPOSED HEAVY DUN ASPHALT PAVEMENT BUDDING SE1BAgC LWE PER ZONING 0(~INANCE.
~ fc h'~3 + Y ~~`i ' t . .y • • • • • ~ ,Y '.~i ~h as r~. ~~i '-..:e^, r , i~ ~ , • , f / ~ 'twy . • : • . • PROPOSED HEAVY DUN C~ICRETE PAVEMENT 'NO PARKING FlRE LAIC' SIGN. sEE Puw FoR ~oc~noN.
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'7 ~ l ' ''c,. s ~ _ .i r . s A - " ' PROPOSED STANDARD DUTY N~ INDICAT~t SIGNS TYPICAL. - (SEE oET~u. SHEET.) z
E , ~ ; { Y ' r~ ~ . \ ~ ` \ +M1 1 s E C /'J x a ti ~Lr, • • • • t t"^.'~"~"" ~ • • ~ I z CONCRETE PAVEMENT ~ ~ ~ START FROA1 lfff AS YOU SOT 1HE BUILmNG) 0
4? n c i r c i ;v 7 _ t ~ t i ~ ~ PROPOSED STANDARD DUN it,E S1R~NG. - (sEE oETAI~ SHEEL) w
r , r f - r`: t T ~ \ ~r Yi:: • • ~ • 1 i i ; • ASPHALT PAVEMENT O '~o wu-MUZr muacs- sue. - (sue oEr~ sir.)
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_ ~ . ~ , ~ 1- 7: i ~ s :r • • t r , • • . ~ ' f t a _ , s r~. ~ ~~t ! Q •rnuac Route" s~cH. s~ Puri FaR ~ocnnoN. w H
^ j. t r ~t `r a 2 r'Y 1 _ .n, u ~ _ _ • • 1 • I ~ ~ ~ r~ • y 4 1 r` 1 7 • ' CURVE TABLE ~ LINE TABLE ~ ~ - ~ ~ D
! A :1 r S jy CURVE LENGTH RADIUS O4.TA CHORD LINE LENGTH BEARING
~ 14l. ~.y! T a • i! i w~.~. ` ~t ~ S • a ! a ~ T9 1941. 14' 658 499.41 U X66.28 St 4 W ~B 'STnP SIGN'S STOP LETTERING IWD 1HEtihlOPlAS11C STOP BAR. - (SEE DETNL SHEET.)
Y - \ c h •n .~T t ~ 7: y h , J ~::F K a ~ r t _ ~ ~t 5, , Y..~~~~ - ~ w ON CI4 t AINILIPpC t n r ~ - a,...i, t ~ >.T fir"` .a a.2 > r~~ f.,.•_ ~ C14 21.48 20.00 6132 43 20.47 ~ 424.96 S03'S919 C15 18220 993500 0"3125 18220 ~ 215.72 S68 26 g1IpERAiL - (SEE OETAII SHEEn 0z
r : r* b . f S-i ni = t r, .s i 1 r r _ s. r ; 1 C - C16 58.50 187.00 17'5521 58,26 l4 3.01 OS
:i _ ~ 3 . art L > t • -2~ rt # ~ C17 6590 89.01 42'2514 64.41 L.5 11 .33 S66 26 ~ ~~pgA?E PARIgN~ SPACES -PLANTED SNISI. (SEE SITE PLAN FOR LOCATIONS.) . 3 99.50 41'1 1 70.18 ~ 129.78 S89'~ 46
/ - r Y ro . c r "2 1 • • • • • • ~ r ~~t • • • • • • • • y. ~ 7 $i^ • F 1 • .y l 11.64 N11'4 ~ LIGHTING POLE BASE - (5EE OETNL SHEE'n
lr .i pr,. c. ~ ~ r•. ~ . , L .'Cy ~4 t• • • ? • r ~ 1i. . ~ • • . 5.4 .y: . • 1 ^ / ~T ~ • • • r L8 1039.92 N 3 ~ TO ARCH. PLANS fOR SITE UGHTIN6 ELECTRICAL PUW. L9 1 96 FF I1DA ACME WHEEL CHNR RAMP - (SEE ~TNL SF#ET) W o J ~
f~ y. {i ~ ~ 1. , l., '.r.C Wis., --n c. r: rf• • - • 1 U 195.3 St w 5 ~i
.J 2, c f 1.= 4 ~ • r ' ~ ~ f f ~ • y t • • L11 414.4 Si55~
• • • • • • • 1 y , s i ~ ~ ~ y ( t',; L . r t.l~.+:t~ 'r • • • • • • • r ~,~t r r~ 1 v + _ , M~ _ • • • • ':s • t ~ • t L12 221.62 S73'S91 NOT USED. VN
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• • ? ? • • • ~ l ? s ~ 4 • 1` r~ ~ ~L ~..}r s ~ `f} f... ~.t s-.-i'?Y M;"~~,.~^it._~o-'~Y) t.~>yi 4_~1, .S / S F'J L • • • ~ ~j 7%.~, + 1_ ~ ~ S Y~a ~v,~ ~ a, i9 a.. . y - ;.Jis+, a 4 t `f) tay I'r k 1 l•N ?.C \'1 F X V t..,+. L15 ~51~.16 ~4 ~ 'DO NOT ENTER SIGN'. (SEE DETAIL SHEET.) a-~z.
• • • • • • • k. ~e ^a !.Y.t ~i 3'.+.t?,Y. se.1 ,r. 4- ;r .i.a,.. Z:`~ } .:rt ;+,pY w,>~;i, 0.7 • a 1. .ti ti ~ > .•:..0 < t~•a < 3 S, 4 » Z J}-s t,y f'~„'.i• tick c c% - s tT„~ w . ~r+z . r :Z . ~ ~(s t,~' ~`+f~a. . tir ~ x ~'.,,.t ~~c~ +~rx ~ • a 3.o- • • • • • • • • ' ;::SA^~~K~~':>~~#;i~.,~ry~~'K!:'r,~44~}.a~~.~,~.~~i(fi'++.T~5 f_MY~F' ;mfr r l' . 1; i~ t: t+ • • • • • • • .J y~ ~«.t : l Z'c. 3. j ? ' t y: ti: }t/r s ~ d f y ~ Yi ~ ~ i ~ti .se }vZ ~;.aN ~~'YG~y~ Gel; `V-`~ `T"R'x 4.'. ~'L~k' i ? l - ~'tix '^~f2r}jihs,}t~ . ' S~ . ltL3:~ f-.p, ~ ti e s, ..a Y....j d-a. a ~h re 1.,1 c ~ 'h.+~Y r~ ~i~ 4 F. f , ` 1~..j , .yi.;~ o t ::`n y_ lP i^'S - , ~~.,.~'i? ~ ie~'rr~ti~~:`'~r~ ~ di.. • ! y 3` _ ~ rx v a .b s > ~ v L16 25284 S7 1 L17 124 37 N16 00 48 1l RECYpJNG ARfA (12' X 1257 j 0 X ~ 04 w
Y v ~..C~ I f rh t _ ~ ` • t• _ PR AL • • US 96.4 N16
r1 • • • • - ~T r i • • • y. yL It t _ ~ IN W 1M AIN AlL :o. L19 46. N7 r ~ ~p~~ p~qN~ -apt TO U1N~SCAPE PLANS fOR PUWl~ DETNLS L20 111.27 N16'i0048 AND I1RCH PWVS FOR CONS1RUCilON OETIIN.S. 0 W W a v
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r ? ? t ~ S ~ V L VA r: • • { C v~ ` K i • • Z • ~ ~ ire • • 3~; M • ~ L22 338.88 51800 W ~ TEMPORARY ASPHALT (~tB L23 353.02 516'00 W
/ L Y ? 1~Y hiY Jr; D "'ar !~F~'v 'x r t.~ ~ 5 a l~ r 0. <<: i F .rrx.i.s • • • • / O J O
~7 c ~>i ~r Sep" r. .l { - , , y s F k ~ l a'Y \ ice'. - • , • < • . PRIOR ? • • << r ~ U T CREEK AMPHITHEATRE ~4 ~ 2 E LL STAMPED COLORED ASPtIALT-(S'EE DETAIL SHEET) PRIOR DEED 5383-149 ~ w
% J.+ t 7 ~ . 4) ti S s F •;t _ yJ~' :i' ~ L ~ J+ :c • s ~ PRIOR DEEL t r - b ~ PARCEI ~IOR DEED 4804-218 (PART OF) SP-88-05 PARCEL PIN #1722581540 ~ MOUNTABLE CURB YYI1H GRASSPAVE2 (I~EP AREl1 BElYIEEN MOUNTABLE gJRB FREE aF ALL SIGNAGE AMD/O PROPERTY ZONED: R-10 umitt xnr~una~s era omen a~euc co E MD/OR PuNnNCS). Z cr'
_ i r r ' . ~ .T'-`' ~ K Y k t I L t i'' ' f` y ~ $ ~ ' ' V • • •f y v ; , ~ ~ PROPEI z~ T •M :T FA(]t111ES, plQUpgG ypEN/W(5 AND XANWCM W
r S .4 ':h Y'r. < ~ L s ~ ~ ,z a i Z; y • • AS SPEdi1ED 8Y QiV OODE 71iE5E FAtlU71ES HAVE ""'"_"~~°~`°~~"`~°°""`S'~~'~ GENERAL NOTES: BEEN APPROYEp BY INE p7Y OF RALEIGH U
t h -ter , n~~4r f : ~ C - r7 ..M M ~ 7 r 1 r2 7 ~ ti. 0 AfA SXALI BE 50 INSTNim UNLESS A ClIANCE SAfNTARY SfNER EASDIENTS ARE TO BE FECOROEO BY,~„~" "P`a~,~. 1. REFERENCE SURVEY SHEETS FOR OFF-SITE BENCHMARK LOCATIONS.
} ~ f Y i `t j ~ r J l~ / f~ t 4 V rt : f P :h, t t ~ z r ~ r ~S • ~ t f ~ i • • l < v • • i a . s PPoOR TO FlNAL ACCEPTANCE. n 9GNANRE: L2. ALL ON-SITE CURB AND GUTTER SHALL BE 18". ALL OFF-SITE CURB ANO gJTTER SHALL BE 30". E JVw.
f ` ~ c ~ ' L ~r 7 r t ? ti ( 1 CKFF ENCWEER: J. SIGHT TRIANGLES AT PROPOSED ~iiVEWAYS SHALL ~ SIZED PER qTY OF RALEIGH STANDARDS AND LIA Q RDS AND SHOWN
D ~ - r r r~~' yn - ,7. - • • • • ~ ~ • . . S F • • • • yi:~ t ~ • a • • • a + y on. ov weuc ununES: ON FlNAL CONSTRUC110N PLANS. VNTHIN SIGHT 1RIANGLES SHONM ON 1HIS PLAN, NO OBSTRUCTION co 0 lUCT10N BETWEEN
r . t- ?t~ • . • ~ _ • . - a. TWO (2) FEET ANO QGHT (8) FEET IN HEIGHT ABOVE THE CUI~ UNE ELEVA110N OR 1HE NEAREST E"p"~°`: WAY IF NO CURBING DgSTS. :AREST TRAVa.ED T Y O
xT C~ ~tS 9 ~ t :t: r.. :F • • a R ~ ~ ~ ~ I 4. SITE S~GNAGE SHALL MEET CITY CODE ANO SHALL COIdPLY YM1H UNITY OF DEVELOPMENT CRITERIA A FOR THIS DEVELOPMENT. O lITERIA APPROVED ~ m
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w. >../y~ r~~j _ ~ ~~~Kaf L ley±:~a 4 :1 n r . ~5 - ~ ~ ' r r .fir • • r , yi • , G- • • ' 5. ALL ACREAGES L1STE0 ON THIS PWV ARE PRQJYINARY AND SUB~CT TO VERIFlCATION 8Y SURVEY0 6. CROSS ACCESS EASEMENTS SHALL BE PROVIDED PRIOR TO BUILDING PERMIT ISSUANCE. SURVEYOR. J ~ ? ~ Up
r- f • • • ;9:-; rr~, l C ~ -t r-~ • • • • • • • ~ ~ ~ 7. ALL PAVEMENT ON PUBLIC ROADWAY'S SHALL BE CONSTRUCTED PER NCDOT STANDARDS AND SPEg ~ & SEE SITE AND PLANTING DETAILS FOR AD01110NAL PAVING N07ES. D SPECIFICATIONS. ~ Q Y ~
t . ~ • • • f 4 Q f~4 l y ~ w 3 , r 1, . • r L ~s~; • a a r G :4 ~ C z.;,; I 6 W Y ~ U ~ Z
~ r'-tic,., yr, ,r r r~~ ' F 1 .~.r~. > > t ~ ~ A. r lti? r L o . ,s a , • r', ` 8. SAWCXJT ALONG E~11NG EO(~ OF PAVEMENT FOR CLEAN EDGE AT NEW BASE COURSE.
r S ti yX ~ ti rs ~~t~ ~tl, r f H -i % x y r, ` r1 • • • l fY ~ w .33 f~ R - 1 ,.f ~ , , b . a ~ , ;<t ~ • ~ E~SiING WE?UNO 9• WHERE NO OVERLAY IS PROPOSED ON EXISTING PAVEi~iENT~ MILL EXISTING PAVEMENT 12" WIC X 1" DE X tM DEEP TO Z t.) _ ~
1 r , h~` ti F , ' - l;- N I ; a , . ~ STREAM PROVIDE CLEAN SURFACE AND SURFACE COURSE OVERLAP. • 10. EXTEND EASE COURSE UNDER gJRB AND GUTIER~ AND MINIMUM 12" BEHIND BAgC OF CURB (OR 12 EDGE ~ PAVEMENT IN SHOULDER SECTIONS). TAPER EDGE OF BASE COIiRSE AT 1:1 SLOPE. I (OR 12` BEHIND a OO O o ~ z
• j ~4 • • • • f I • • • • ( J co I-- z
• • • • • • J ~ S.ti j . • • ~ • a• • ~ ~ 11. PRIOR TO PLACING OVERLAY ON OgS11NG PAVEMENT, BRUSH SURFACE CLEAN AND APPLY TAgC CO ~ STRIPING LEGEND co < AqC COAT. J W
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/ T f r 1 ~ y ^ C• - ytf, t ' 't., • ~ + 3., ! .,c, , ~•Yr~ ~ f • • • \ ~ ` SWSL A 4" -SINGLE WHITE SOLJO l1NE / 4" VNOE SYSL A 4" -SINGLE YELLOW SOUO UNE / 4" WIDE EACH o Z
- a i Ii:t ~ - ~r r,r,', l t Y^ { W Y ~ a ( • z~ • ~ • • ,z _ ~ 1 • DYS~. A 4" - DOUBLE YELt.OW SOLlO LINE / 4` WIDE EACH a
f C 1 s ? Y qty t a .S1 ~ ! _ ~ , a ) • . ~ ; r.: \v \ SYSL A 10' -SINGLE YELLOW SOl1D IiNE / 10' WIDE
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//YY \ h 1F ~F ? J ~ ,,jj ~ 'u • ~ • ~r~ r • a ' 'Fir ;Yi ,r- ~.t. • \ SWSL A 24'_ SINGE NMI1E SUUD UNE /24" WIDE ~ / SN~ull A 4" SINGLE WHITE MINI-SIgP / 4 1MOE
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1 1~ Y ~ 1 •s \ • . • ~ w \ ~ ~ ' GROUNDWATER NOTE Z
• • • • • • • _,F •i • • •'1 • • • ? • • • • • • • • • • • • • • • • • ~,,,r'• i • • • • • • • • • • • r • • • • • • • • • • • • ~ • • • • • • • • • • • • • • ? • • • • , • , . • • . • • . • • • • • . . . • 7 • • • 1 • • • s • • • • • • • • • • • • • • I~ • • • - • • • • , ~ \ THE Pt~SENCE OF GROUNDWATER SHOULD 8E AN71gPATED ON T CONlltACTOR'S 810 SHALL INq.UDE CONSIDERATION FOR ADDRESSI ~ ~ ROCK NOTE DON THIS PROJECT. Q
a. •a ~ • a ~ ~ ~ 4DDRESSING THIS ITEM. _J
r. Y •.••....ti.........~••..•...••......•..•.............•....• ,,~F ` • • • • I • . • • • • • • • • • • ? • • • • • • • • ~ • • h• . • ~ • •
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A ~ . . . . . . . . . . . . . b . , • . e 1HE PRESENCE OF ROgC (AS OEFlNEO IN 1HE SITEWORK SPEgFlC BE ANi1gPAtEO ON iHiS PROJECT. CONTRACTOR'S 81D SHALL IN . \ CONS~DERA110N FOR AODRESS~N6 1HIS ITEM. 3PEgFlCAl10N) SHOULD uml SAIL INCLUDE
3 _ _ _ y ~ v a ~ - o ..r.- ..a :a : • b
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d ~ pC ~ ~ 14~I~.~C S DESIGNED B JWA
t0 ~t' ~ ~ o ~
~ s P , 1 X 1 "ALL CONSTRUCTION TO BE IN ACCORDA CITY OF RALEIGH STANDARDS AND SPE RIDANCE WITH ALL DRAWN BY. JWA
~ N o, N ~ AI ~ 1 ~ ~ • SPECIFICATIONS. " CHECKED 8Y ALw
NK N i y NOT TO BE ~ISIURBED ~ is N i x ne,m. nstmam7
r wno -s GRAPHIC SCALE
PROP PROPOSED SEGMENTAL BLOq( PROPOSED RETAINED SLOPE VnH - - now ftft---Nftft CHAINUNK FENCE ON TOP NEUSE RIVER BUFFER NOW BEFORE YOU 61G m, aROaecrf. 015476046
3 RETAINING WALL IMtH CHAINLINK owe 50 25 50 - - _ ` STOP
FEN( ON TO' -ALL-1. 632-4949'=
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THIS DOCUMENT. TOGETHER MATH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SP THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTA ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KiMIEY-HORN AND ASSOCIATES INC.

~7 • ~ { ri ~ ~ J i 4 ~ \1~ ~ 1 ..rJ.~
! i s t ~ ; t ~ 1 ~ # l ~ i f} , r n~ U LINE TABLE SITE LEGEND
r 7 i T PA ?1TE LINE LENGTH BEARING ~ 6' WIDE flRE LANE S~PING 1HERMIOPLASnC 1RAFFlC RED W/ "NO PARIpNG flRE IgNG flRE UWEr PNNIED -
~ ~ ~ i i j t ~1``"'"^ 2 ~ ~ ~ t ~ ~ U 466. S1 439 IMiH 4' FNGH wFIITE 1!tTTOaNG AT 25' O.G SEE DETAIL SHEET.
; a~ ~ r DEED. 6406-658 D 17 76122 - PARCEL PIN ~ 222 I ~ ~"..w....~~'~"~ Q UREA STRIPED AT S+~/4' AT 4S 0 2~-0' 0C. KimleynHorn
; ~ : i ' j ' j= y t i PROPERTY ZONED: R-fi r • : ~ RESIDENTIAL ~/y~~~~.~• - ~~~X .;,~~1- L4 3.01 `~05~„E . and Associates, Inc
! ! i s ti r } i ~ t? i I i+ { ! ! I J ,~.r w~ NOT USED. 4651 CHARLOTTE PARK DRIVE SUITE 300
Q T i ~ ! tS 1 ~ i N WA PROP 1 ~ o ~t~ L 11.64 Nt14 56 CHARLOTTE. NORTH CAROLINA 28217 PHONE: [phone]
:9538- 2622 ~ ! ? , i { ~ DEED s , . „ , , PARC PIN 1722266831 ? t > 1 El o~~~.•• AN CROSSWALKS AS NOiEO Fax: [phone]
PROPERTY ZONED. R-6 i ; ! ~ I NTiAL ~ ~ RES DE ~ ! ? , ~ ~ ~i • ~1'~il ~ ON PLANS. CR06SING SIGN Wt1-2 IIt~D MII6-7P TYPICAL. AT PEDESTRI/W CROSS ~ ' ~0~~.-..... UO 19543,_ S15 29 0 2~~
~ ) i ?1 ~ i 3 ~ ; N fly .I .!.•.i.• ~S. L`i~ 2 YIELD" 1HERMOPLASI~ S1i~PMIG ON PAVEbIENT M~ICAL
•-~~•~tiw i r ~ t + q t t ' 1 ! l , t! # j ~ ~ • SIGHT TRIANGLE ' L13 107.00 S7 ~21"`E ppN(~tEIE JONiING AND FlLLERS TO BE OOMPLETED PER OETNL tTYPICAI OF ll t ~~3 c~oNC~~ Exau~v~ a~ a~nEC~ur~. carc~t~). (sue o~,u~ s~ X OF ALL DMIOR
(n i ! ! ~ mow..-,,,~ i ~ ; ~ ~ } i ? I
~ r r i •r ~ # i ~ t ,j 01 ~ ~ ~ • T-OF-WAY 0 J ty. ..J•• ~ 1./ 'r, ,'rte v ~ ~ L1 25284 t~'E ~ ~T Pte. - ~ITEC1URAL PLANS] FOR DUCT SIZE LOCATION FOR S IT ~ ' 1 ~~Q'~"~""" ANQ/OR RAMPS THAT A1AY 8E REQb. RAMP PAVEME~IT FLUSH MlI1H TOP OF ST ~~ER~ _ _.~...L79~,~...~ 48.71 N73bt~"0~"E 6'f PEE 80LLARD 1YPICAL UNLESS NOTED OTHERWISE )N FOR STOOPS, STAIRS
9 ~r O ti' ~ 1 S i i ~ t i } . . ~ ~ i~ / ~ - ENT ~ ~ R P OF STOOP.
0 f ! j ~ i 1 , . } s r .t J.- ~ C 5
w ~ ~ ( S' i Y ) t ! 1i r 0 ' ~ AT GR/10E ONERHF./1D DOOR LOCJITION. SEE IiR(~IIiECiUR/1l PWiS FOR EXACT - - , L2~ Si 4~'~ FOR COOROINA110N MII'tH q1M. PLANS t EXACT SIZE AND LOCATION
f ~ J If ~ ~ r ' w~ ~ ! rrr~~. ~ j~ 1 \ eft .r- f TRIAN
f t . Y 'rM J•, ~r'y ~ .I~• J • . _ - R5 4' MIIOE x 130' LONG 1rElLO1N PANTED 1RUgC AUCNI~IENT STRIPES.
f ~ ~ ! r . DEED: 1115- 405 ~ ! t : of>,~' t i t * ...,r's'V l • •J• ~ ••IL • • • • • • i / { ~ + .r• / _ 1 • • • 18'-0"x36'-0' CONCRETE COMPACTOR PAO ANO 12'X36' HEAVY DULY PAD ' ' ' CURVE TABLE ~ Ludt ~a?owc). REFER ii0 IIRCFIIlEC1URAl PUW FOR EX11CT LOCJITION MID ' (;OWCRETE 'IRIINSFORI~IER PJ10. OONIRA~CTOR TO COOROINA?E MII1H LOCAL PQINE YP~ . I.ENG R i ELTA CI~ORD DETIUI.S. !N PAD (ORIENT FOR
PARCEL PIN 1722267737 ~ r ! ' t ~ ~ ~ r ~ PROPERTY ZONED. R-6 ~ J: . • 1 J/, S•Z 1 `s^r-rr~•••r•y~~c • • • • • • • • • • • • • • • • • • i 4 ~ -vJ• 1• • • • • L i'i~••'• • • • • ON MID SLOPE.
a ~ ~...«..w... RESIDENTIAL i ~ F f i i i~ t . R . • • • • • • • . AL POWER COMPANY FOR
s •J- IY•• .I M~ .r f~ _ C13 9 1941. 14' 4 .41 ~ PARKNG SPACE 11rPICAL SEE DETNL SHEET FOR AOCE~E PARIq PERMIT SET
ti ~ r ! i L.. •rr ~a ~ f,. i ! I J •r, .ly, ~ J~. ' ~ C14 21.8 20.00 6132 2647 BLE PARIgNG SPACE SIZE, PRELIMINARY
.iii .i l • • • • • • • • . • • r _ ^ R ~ •r CiS 182.20 9935.00 0'3125 182.20 ~ SIGN AND S1ArIBOI ('VMI"-INDICATES VAN ACCESS~I.E SPACE) C16 5~' 18700 17'~'1~1 5fl26 NOT FOR CONSTRUCTION
S .i` •r. .i• .i'•'• 1 , 1~i J~~ • •O~~~ V ~Y • • • • • * • • • • • 4 •'iy' ~Y 1 ~ ' C17 65.9Q , 89.01 _ 42514 6441 ~ NOT USED.
' r, r.. .rte.. .I• .-.`~Wy ~ mow"' JA 1• • • • • 1 • T f~y~~_ i i ' J.l•~-' .•J i • • • • • • ~ ? -wr~I I I I\vrvrn.I - C18 71.3 99.50 41'1 11 7Q18 ' ~ a' woE ~s~~w c~osswaic w~n~ e' r~oE ~aPU?snc r~i~ ~ so ~s~c. caw~w?~ ~ (n,~) SP - 88- 05 caRT c~~. ~cu. - (sue o~rN. sF+~ FaR w~.-MART CART CORRAL D UTILITY M151ALLA110N5 AND OTHER PUBLIC
- • ~ ` t • • • • • • • • • • • • ~ L - / ~ "lea ~ • • • • • • • • • • • • • ; -T EDGE STRIPE. SEE DETAL SHEET.
a .~•.nww~.wuw.rrw. ~ nyK • fi !G r ARRAL DETAIL
r .wvn•-w.twJrnv M..i+.v...w•vr•t~l { ..-l~_F•' -wl.lsw..n..•...n•+.1.• .-.w..1 nn..•..v...~Mh•V•..........v..f«r./n.....w.v~.v.. i ~'i~ r: • ii ' ' ' I ~ A / a' 1 • i • • • • ~ r.~ F~pLtiffS WCLUDINC 57DEWPLKS ANO NpNDICM
aHkr~ r i~•' `l' ss~~ ...T1+-+ ~ vv, ,p.~ .I~•• TI WI TH VARI ' • • • • o Es s ~s~mc ao er a~cooc~in[~ r~aur~`~~ 10' X 15 ~ST~R~+I~P+ED AREA PANTED SYpSL~~/4' AT 45' 0 2'-0" QG AT CAB CRANE AND A1N~L BCE 50 MS1AL EO UNLESSEA CHANCE ~ ~i~yy1~ AVYf.~7~7. ~ t~ IM~M7~C~INL rIJM\J.~ 3 CRANE LOCATION. PROVIDE
'gy'p, r< '1~2' • • • • • 1 ' IS /JIINORRED BY NpI71EN APPPOVAL. PUBLIC y~~~/~y~ SAMTM~' SE~YEP E~SEMENiS ARE i0 BE AECdoOED rip' ~py~pprG ZOt~ AT ALL C,llRBED PARKING SPACES. 4~ P~~ 1`a• VA PRIOR TO /WN. ACCEPTANCC. ELLOMI STRIPING AT 2'-0"
v'°'r~'. Yw. ,r Jr w.«..,., f, y- r E7gSTING • } ~ ~ ~ ~ ~ i ~M. r • u.' o.G PERPEI~lOICUUR TQ PMI(MIG SPACE. - (sue o~riu~ s~~
~ ~GHT WAY R~1~v~-•----•--- '•ti J 1 RO ~ ~ / , i G / t > >T ~ ~ ~ ' / • • • • • ^f• ~ • • • • M~EF ENpNEER 5• ~ 8' SIDEWALK (TYP~ oar. a ruarc umm[s Q 18' (~NCREIE CURB AND GUTTER ?YPICAI. TYPE A UNLESS 01HER~IM~SE NOlEO. E NOlEO. -SPILL CURB
s ....f , / ~ f ~ ~ r ! i ~ c 9.5 TYP • . ~ a ,y ` • v b TRAFfit ENgNEER: ~ ~ ~ ~JI\ ~ Wit tlRIN/I~T VY1~.7r D~IVL ~LG1~,
a:, i ~ , f ~ 1 ~ 44 r.~~~rff i~'kifYW \.T•Y ~t~t!y~t` 11 1 • • may{ CONSLFVAI~ON ENpNEEF: ~ P~N~ NI~GC IIWW~N. NSI~VA 11~14!'1L ~ t~
! t~ i j , ~ f ! fl f r q } t , t : 1 C; .....i ~ r • • .i, • ~ •:.r~ ~ • I` • • • • 1 .,rte of
3 1{ s ~ ~ 1: i X ; • , t ~ i ~ ~j ' } } } t u t .L. r ri ~ . _ _ ~~aNC sEteaac wE art zaraNC atoirr~.
, Q t ~ ~ t DEED. 02 9 6 2 ~ ; . ~ k fj~ r~$!:'.r'"•:%!{:•~~°,±uiL^:,t:~i'i,L~~v:1%'1.'n:~:1;`i:.C.:~i;:•C +•'.:is1.~1 • • • • • • . ~ ~ ~ ~ 'NO PARKING FlRE ONE" SIG~1. SEE PLMI FOR LOCATION.
MAP BOOK 2003-1712 t G > a • ~ ~ ~ PARCEL PIN 1722360622 ~ t 1 ~ t; •r ~ ~ ~ ~ ~ a ~ ! ~ tt 1 t 11 1 J 1 f i y, A. ~ f K . n i J - ~ ~uss~ irac~?~roR ~c~s rw~cK. - (sue o~rN~ steer.)
} ! s r ~ 7 S ! f 'i TY r j ~ ~ { ~ ! ~ PROPER ZONED. R-6 , I ~ . , RESIDENTIAL ~ ; ti ! f ; ~ ~ r ~ t, ~ • • • • • •t ~ + t - _ _ i 1 ~ (NUMBERS TO START FROM LEFT AS YOU 00T THE BW.DN6) z
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1~ f i I S S • f i + ~ U j I 3 { ~ j ! s if 1 jI ~ ! M) at.:f{..%n f ;J K 1 • CUT THR TYP n r- . ( a. ~ _ 8 5, ~ ~ ~ U n.E s~i~NC. - (sue o~ra~ steer.) Elul,
y f 1 ~ ~J • • • :\r.:!~ ...X.t.S; 1:~,i{::•: itr:Z }.7~T~'~•;:rt~,`. ~ tr.< { .J'• W ~o wa.-~~T moats" ~c~. - (sue oer~u~ s~~r.}
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i.V`~, r S s . , {(S ~ 5~ ~ ~ 7 1 ~ ~ r t 1 ' • • • • . ~ • • • • • ' W "1RUgC ROUTE" SIGN. SEE PLAN FOR LOCATION. W F-
! l€ ! i~ k' 2 i J ~ >t j t, ~ 3 r ~ li,:ts r O r • • • • •y CON CTION PLANS l ~ • • • • • ? • • • • • i ~ ' (n 1Rl1gC DOq( NIELL - RffER TO ARgi11ECTURAL PUWS. D
i ~ F; ~ ; f i ~ I ~ } +s: .t ~ i•s ' TO 8E SUBMITTED AT aUTPARCEI. , ~
i{ ~ ~ rl 3 ~ 'r; at ! s % I ~ } j;l~ , r, t~ r~ 4:t~ j •i•• i. r • • • I• • t, ~ ~ o, ~ ! `W "STOP SIGN", STOP LETTERING /WD 1HER110PLIISIIC STOP BAR. - (SEE DETAIL S (SEC. CdWERA~ J z rn GUDERAIL - (SEE OETAL SHEET] DETAIL SHEET.) O
~ , ~ ~ 13 S ~ I:l k t ' • r ! i f st ~ ~ .V • • • • • • S• • • • • z
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; ~ ~ s, . . ;j , a t J, i ~ r j I r 1 i i ~ ~ ; 1 1' f ASSOpAiE PARKNG SPACES -PAINTED SWSL (SEE SITE PLAN FOR LOCATIONS) CATIONS)
i ! ' ( } j t P ii ~ ' L+ w S . ;f ' a • • • •f • • • • • i f W LIGHTING POLE BASE - (SEE DETNL SHEET)
DEED fi33fi-356 ~ ~ j t 3 ! # r:. ~ f ~ PARCEL P(N ~/[~1722360622 }7 j( # ~J f + { Si } ~ ' ' ' ~ ~ ~ •T. Z REFER TO ARCH. PLANS FOR 91E LIGHTING ELECTRICAL PLAN. f
PROPERT ZONED. R = ; ~ T, . ~ , I ' f > t t ~ f , ~ ~ MN IT 71'fl t?IN if 1 rTVO1 _ , ¦ ADA AOCESS~LE MIiEEL CHNR RAbIP - (SEE DETAL SHEETI Alt"
KtSfUtIV I IAL ; i ~ y ' ' ~ ` ' JIt11'i l IRII~Pft~1.L Y ` ~ I ~ i a ~ : ;r f i N f • • • •
t { ~ 1' i ~ r W~A1~ i} I s 1 it t{ I a I ; • .:v ~ ~ ~ ! f CON~TRUCTI w~I T,Y~ O ~ r [AA • • • ~~UY~ V { • • • • • ~ ~ ~ . ` _ ~ NOT USED.
i L j _ ~ l I I I I I I I i l l r / jyt ~ ~ • • • • ~ 'J,:. ~ v y_., . F--WNC) t` Z III
f ~ t` i :a ' I . , r i M~;. r, %i`''' i.Y,..e t Y t 'l w^r r v '•r t ,n Jnv•.• t ti i > • • • • • ,.vi~:•n` ;•.)::f`.. w`$t :1. .r: 4: t • 7 a ~'r'f~.r. 3~i :H...v:'ft'.'1,1}i+{~~x':.SY'i•f`ti;~l~ r •i;.i t ''y w f''~1il~.t. J,' o; J ^r ir, r, t •y f t Q 00 NOT EN1ER SIGN". (SEE DETAIL SHEET. j w O Z 2
} i ~ t;.:. q f ~ ti I r I. ~ • I is a t ~ Y y ,,f~•, "f• ~.a„• • w • • • •i ' w J t ~Zti a
{ ~ J I. 1 % ? ~ ~ 1i! ~f~ / j; i ~ J ~ , M r • • • • • • • • RECYCLING ARF1? (tY X 125 1 W O H ^ o cn
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~If ~ ; i ~ rY ~ ~ ~ l Y ~ • . ~ ' , 0 L- ~ S ' ' • [ • • • f • fETAIM J
+ E ~ F r k~ i { i % Y "tit „ • • • t •S i ~ 1Q~ORARY ASPHALT CURB ' ~j, Oo='~
{ ? j I t:. f. ~ } J + 1 ~ ; ! C + y ! ;r T ; ~ , l' ~ ~ y £ at `"!~.~:t?' t` is ? "N v 4~' i :-V: ~M :,V' t } :.Y M~~v g' t' v ;r+ +{•v~ ) ~ - 'r +,n..r•.i;'S~r~:`.ili(fy~,\•}'1~t~•L. .l.~lw:H ~.~:.V, tvt~..3., l.tu ~T ~f~.f~ lti.iJ„'~:ri,:i:i ri • • • • • ~ • t;- i :'r 't ,t.- r r. :,1. r k iG _ __.i ~ STAMPED COLORED ASPHALT-(SEE DETNL SHEEN JC%4Z Q O
j i ,I! i y ~ •t ~ f t .c 3 ~ ~ } 4 ~ r \ • • 1j ~ .~4,~1S.~t:h.:t.•i. .~tj'l ~.i.•~ ~•lr..r~YC.~ %~•R~. It V + • • • • • • + ~w~ t . ~ i • • • • ~ r,.w..,rw+.ww~ j ••MSF:7MXW'M?S]Kw::eYf•S%r: Y~•:Y,['.1~'..RF:XC:4l:NK'FN•:1•'R•ft31YCh'N/~{M ~ ~ ~ {
t ~ ~ S~ Y 4 'L } Q m
~ t c • r r + • t~. t . . 7t.: '...r. r ' yrF' GENERAL NOTES: Z w
r3 . ~ r, i J !7 . . • . . . . . . . . . • . . • . . . . . . . . . . . . • . . . • • . . . , i lj,~ ~ 1 . V L A. ~•t , JtVJ: • • • • • 1 • • • • • • • • ? • • • • • • • • • • • • • • • • ? • • ? • • • • • • • • • , ~ • • • • • r ' y` j ~ ' - _ - - - - ' 1. RffERENCE SURVEY SHEETS FOR OFF-SITE BENCHMARK LOCATIONS.
f , ! ~7 ~ • • • • • • • • • • • ? • ? • • • • • • • • • • • • • • • • • • • • • • • • • • • ~ t 1,. r ~ , . r, ; • • • • • • ? • ~ • • • • • • • • • • • • • • • • • ~ • • • • • • ~ ~ .t ~ ~ • ~ • • • • • • • • • • • • • • • • • i ;la ~ ~%i r r . _ ` ~ 2. ALL ON-SITE CURB ANQ GUTTER SHALL 8E 18". ALL OFF'-BILE CURB AND GUTT { 3. SK~HT 1RI/INGLES AT PROPOSED DRIVEYYAYS SHALL 8E SIZED PER qTY OF RALEI ~ ° tl~~ ~ ' SHOWN ON FlNAL CONSTRUCnON PLANS. VYITHIN SIgiT TI~ANGLES SHOWN ON TH i OBSIRUCTI4N BETN~EEN TWA (2) FEET AND EIGHT {8j FEET IN HOGHT AB04E TH ~ ' OR THE NEAREST 1RAVELEO WAY IF NO CURBING D(ISTS. 41) GUTTER SHALL BE
} ~ }j F r~ i .J • • • • • Yl,~ '.n~ . ~ } I r• a DF RALEIGH STANDARDS AND N ON THIS PLAN, NO
~ , MM t~_Y• -WAY 1 ?r ~ f l ?'~1~7~ Y. . •~;•rrp Y.::.` i'•' IY t } • • • • • • { i ..f~ fi t T '~Cxancra:wueoar..umwax ~Qrµ~•n.~o•au+tNta)w:tiv.~•ro.r:•a~: .~nsr ~ • • • • • ~ 'e ) I I I i l l l i l l ~ r BOVE THE CURB LINE ELEVATION uj
~ f ' I •1 ~ ~ r /t ~ 1 7 irr? • • • • • { t. { • • • ~ o
~ ~ ' ~ i / 2 F f 'll.~.r:'.;: !~~~:t4r~,• i~r".?it1,l/,•:~iJ:nmsre1•~'?l/.a;.:,i.!•.J~r;^,../,?::s:kiK: Li+:irrrr•..~i• '.y a, :.W.k%~if~Z:v;'iS't"t' ~i t t ••1 { i t ~ } 4. SI?E SICNAGE SHALL MEET qTY (ODE AND SHALL COMPLY WITH UNITY OF DEVE APPRQVED FOR TFIIS DEVELOPIQENT. 7 DEVELOPMENT CRITERIA
•.t % i ~ ~ v .St t ' ~ y ~ ' t M f • • • { 1 y }r ~ • • rt 111E • ••.t t I ' 5. ALL ACREAGES LISTED ON THIS PLAN ARE PRELIMINARY AND SU6JECT TO VERIFl i 6. CROSS ACCESS EAS~IENTS SHALL BE PROHDEO PPoOR TO BINLDING PERMIT IS a, ; ~ ' 7. ALL PAVEMENT ON PUBLIC ROADWAYS SHALL BE CONSIRUCTEO PER NCOOT STA SPEgFlCAl10NS. O 0 VERIFICATION BY SURVEYOR, o 0 o
i t i ) ) F J J f )I ! 's: v ; • .s a RMIT ISSUANCE. ljj m p z
j y t j, jr ; ;vim t ~ ~ i r 1 .4 1 d r~ i ~ ~ , J 1. + f • • ~t ' 1 Y tIr {tj DOT STANDARDS AND ,J z or_ < NT z
i 1 y d y + ~ t i• i 1 'i S 1 ! t •r• nt ;z• S' ~ • • y • • 1,~ • • 8. SEE SITE ANO PLAN11N6 DETAILS FOR ADDITIONAL PA1AN6 NOTES. qqr Z>-8-j mot- ~~IX 0
tt 3 1 i ~ < Sr < , i 6 4 I 1 1 t t r 1 • t ~ i .j Y ~ r! I i i l i i # v 1 • • • • ~r I ' 8. SAMICUT ALONG QOST~16 EDGE OF PAVEIr11ENT FOR CLEAN EDGE AT NEW BASE 9. YYHERE NO QVERLAY IS PROP06ED ON DQSTING PAVEMENT, MILL EXISTING PAilEl~ # DEEP TO PRONE CLEAN SURFACE AND SURFACE (~I~SE OVERLAP. wcr BASE COURSE. O LL Y6
}I ! 3 rl ~ ~ ~ Y y s s ` - ~ A LA1ER OA1E U } ~ i , ! i ~ t , ~ . I r C 1,rl,.:at*i'i.'c:^.`;''.:~.:'ii:~ili::,`,•`r,;i:•,~+:IiY'^:3:5:::;:ji;~:'~,"1,..'.r,::~is:.^,luifir`;'~.,.ri;\xrii.~~.'.:1;::Lii.:,J.Sis%r^,% ~';,t,'.,'S'• ~ • • ~ • • R oATE uHOa~ ~•3 H ~ • • • • • ~ r Y ,N IG PAVEMENT i f WIDE X i" Z O t ,
> + ff 1 •'s.. 1 r5 III zU=ty
S ~ s ; • • _ f tt,•, I I I I I I I 1 ••t............. .,.w,.,•.ri ~ 10. D(TENO BASE COURSE UNDER CURB AND GUTTER AND I~INI~IUA1 12" BEHIND BA BEHIND EDGE OF PAVEMENT IN SHOULDER SEC110NS). TAPER EDGE OF BASE CO 1~ 11. PRIOR TO PLACING OVERLAY ON EXISTING PAVEMENT, BRUSH SURFACE CLEAN Ai ~J 12. ALL RADII ARE 5' UNLESS 81HTERNlISE NOIED. HIND BACK OF CURB (OR 1 f o o ty O (-9 O LASE COURSE AT 1.1 SLOPE. w w
r S' F~ j • • • a • • • ~ ` , f ~ ~ ~ M 8,-,z LEAN AND APPLY TACK COAT. Z <
7 f~ 1 -1 ~ DEED 1320 303 = PARCEL PIN ~y1722363426 a v,.. b r U) d
• - PROPERTY ZONED. R 4 1 1 1 1 1 1 1 1 1 1 1 1 1 • .
RESIDENTIAL ? ;t=,~ , V ' j; i t ~ I~ i I }f %r.!`stag::c!~:,..:ti:^.^.i1~:Jii}.:t~Kr:'.llr::J)at~{~\C ~...Q..' f r r w- w 9 0
;1 ~ 1 ~ _ ' } ~ 1 X i 1 i E t t y t J: . • t 1•-~.
' f }i ' t•` t ~ ~ 7 } d ~ ! mor
i % i {i ~ I ) _ ~ }t 111 •r ~ • .f
I.~ Y , ' ; EASEMENT 1if rnt' ) 3i ) ; } SIGHT TRIANGLE
~ f 'iii • •j r , ,i1 , t I ~ t ~ ~ ~ n;~ s ~i i 4 i } , 7"~T' 1"'~T
; -fir r %r t 2 IL IN S . _ ~ scams: _ goo'
# . .I ~ )I ~ ~ If 3• } i ~ ~ } t r? ~ ~ ~ ~ 1 , _ STRIPING LEGEND _ SNISL A 4" -SINGLE WHILE SOLID LINE / 4" WIDE ! DSO Of f'~'Kr ja+t
~ s y, ~ ~ ~ ~ i ~ " t ! f f u r` i I ~ ~ r W ~ ii t r. S'Y5L A 4' - SMI(~E YELLOW SOLID LINE / 4" 1MDE EACH ;
F- ? ! 7, t ; } ~ ~t i ' N ' ?i t e .L• n• ~ DYSL A 4" - DOI~LE YELLOW SOLID LINE / 4" YNOE EACH ~
! }r y ( f ! I N ! r t • f j 4 =t 10 p 3' ~ ~ ° i ` ~ ~ { ~ ; ~i :,l~~ ~ ~ ~ ~ SYSL 014' -SINGLE YELLOW SOLID LINE / 10" YNDE ~
G }i i t! r? i t ; r ~ I a 1 SWDL a 4" -SINGLE WHILE Q!?SFIED L IE 4' WIDE SWSL O 24" -SINGLE NMI?E SOLID LINE /24" VNDE ~ U)
j L Y• y ~ t ~ . TAX MAP: D6 48162 PG 1268 SWML O 4" -SINGLE WHITE MAN-S~CIP / 4" YNDE ! N4
~ y ~ •3 •t• ) t t•-.~. / { ~ t i Ot ~t ; 3 WAKE CO. PROPERTY IDENT1FlCAl14N 1722374810 GROUNDWATER NOTE
~ ~ d ~......a..... A f ~ ~ / ~ ~ }I # EXISTING USE: VACANT ZONING DISTRICT: CUD-TD LEGEND THE PRESENCE Of GROUNDWATER SHOULD BE ANTIgPATEO ON THIS CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING N THIS PROJECT.
Y , ~ o ' FLOOD INSURANCE RATE MAP 37183CO551E RESSING THIS ITEM, w
~i + a ~ i ~ s ' 37183C0555E
t i • PRIOR DEED 5383-149 ~ _ z Yr~:v 'v„~L~t iu. w. NOT WITHIN 100-YR FLOOD HAZARD AREA N~=~~~~~~-'~-~ PROPOSED BUI~aNG ROCK NOTE
~ ,,,,~-r' ' r 4 - ~ f PRIOR DEED 804 218 PART OF ~ ! t~ ~ PARCEL PIN X1722581540 TOTAL OF LOTS UNITS: 5 THE PRESEWCE OF ROCK (AS OEfINED IN THE SIIENKMiiC SPEgFlCATl4 PROPOSED 18" CURB AND GUTTER BE AN11gPA7ED ON THIS PRO~CT. CONTRACTORS BID SHALL INCLUD CONSIDERAl10N FOR AOQRESSIN6 THIS ITEM. )FICATION) SHOULD
v ; PROPERTY ZONED; R-4 W t ' INSIOE CITY LIMITS? NO ANNEXATION r^ . INCLUDE U)
Vl ~ t S ti ~ REQUIRED w
{ ! ~ a : , } ; I T I NTiF! ATI N: W -MART LO DE C 0 AL PROPOSED PARKING SPACES SEE GENERAL NOTES SHEET :ET
d iy S i F # ~ rr j LOT AREA: 26.22 AC PROPOSED BUILDING AREA: 203 819 SF DESIGN
~ ~ t, } : O a CC OC PARKING REQUIRED: PROPOSED CART CORRAL FOR SITE PLAN NOTES
I ! ~ ir' r ~ f ;'r•• 1 j~ F { { ! : i ~ ; y ~.J f i ) ~ ~ I S D D S CES. 8 3 5 CES TAN AR PA 4 PA ALL CONSTRUCTION TO BE IN ACCORDAN PROPOSED HEAVY DUTY ASPHALT PAVEMENT CITY OF RALEIGH STANDARDS AND SPECIF ` ~V ~A DANCE WITH ED BY: JWA DRAW ALL BY: Jw/4
ACCESSI6LE SPACES. 27 SPACES ' • ' • • • • CHECKED 8Y: ALW EC! Fl SAT! ANS.
w i~ ` L 1 } J i~ Fi ~ / ! . , TOTAL SPACES 1 250 SF : 870 SPACES • • • nnnnne+r~n ~~r~~ni n~~rv nn?~euvtr na~~~~r?~r _--,~z"~~;~.+~r^ttn.~?. r%. nn inn in-~
4J t 1 • r a) j PARKING PROVIDED: ~ • MUM rRur'vxu nc?1v r w i r wivt.rtt it rAVtmuv i uA•t: va/uyiur
i r ti ;a STANDARD SPACES: 898 SPACES . PR ACCESSIBLE SPACES: 27 SPACES (ON(;F GRAPHIC SCALE PROPOSED STANDARD DUN ~CONCRETE PAVEMENT so o ss so ,ao
~ PRaJECT#: 015476046
f W + • f r, j~ TOTAL SPACES: 925 SPACES PROPOSED STANDARD DUTY
r ; f )a r r WAL-MART PARKING RATIO (BASED i PROK ASPHALT PAVEMENT
O 1 +i~ t t' I p i # r j{ ON HEATED SQUARE FQOTAGE : 4.54/1,000 SF ASPH MAXIMUM BUILDING HEIGHT SUS (IN FBET
! f 'c a a j + OPEN SPACE TOTAL SITE 99,041 SF = 77; 1 inch = 80 it, C 15
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERV{CEr IS INTENDED FOR TH P ONLY E SE fHE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND AOAPTA71, OAPTA710N BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMIEY-HORN ANO ASSOCIATES. INC.

~ ' M
M •1 ~ • Ra :VIATIONS STORM DRAIN SCHEDULE E
r.,• 1 • ~ ~ ~ f P1PE E~l1T )8T CATCH BASIN BOX SIDS. 840.01 do 840.42 OR 840.04 do 840.05 W/
Q y i i, ! ~ , .,.•r 1 vyt,.r~~r~ ~ r , ti . { ~ ~ ~ IUNORY 5181 FRAME/HOOD AND US FOUNDRY 6003 6RAlE {Nt/ MAX. 1.125-INCH GRATE RII~If INERT FROM{ Il~t~fERT PtfE OUT D1~. PIPE QUT WT
1~ S S t } r ~ ,V'•..~.H..N • ~ ..V•/r•.F'w.,Iw••.!+ ~.I"r ~ ..N.• NG) (USE STANDARD NCDOT FRAM GRATE AND HOOD ON 74-CB) M~aE OUT LENGTH (Ii~ICHES} SLOPE Kiml C%) T0 NOME eymHorn
{ 5 ~ . r ..rn ~ 5 , 1 r, w r . .r C..••. r • • y4• r•T -w~ j 1 I ..N;^ ~~Nnf rr•i.r•~'~"t.'~•7~• _ ,,,,,,,..v,,, wig ~ .~-'j"~ ^ i ~ -'tip ! JBLE NCDOT CATCH BASIN BOX STDS. 840.Q1 do 840.Q2 OR 848.04 do 840.05 WI ...226:50 222.~}f~ 2~G6 - .................................N....................... and Associates, Inc
..F..... i i w n ~ '.k"N ' ' i 4 ~w ..r.. • S ".Nadi}. V nr nr ,y.. IUNDRY 5181 FRAME/H000 ANO US FOUNDRY 6003 GRATE (W/ MAX. 1.125-INCH GRATE 2~7.~{~.........232. .........._3-Ntli.._........223.85 NG) (USE STANDARD NCDOT FRAME, GRAlE AND HOOD ON 74-CB). (:ONTRACTat TO 2~LIJ4 48-[~1H 4651 CN ARLOTTE PARK DRIVE
.r,,.^•• 1 ~ ~ wn••• a «•n.-i•r ~ 1 r - f - ...••~r'•'` ..'1.. ti. i:v1 ....r"~.~` SUITE 300 CHARLOTTE, NORTH CAROLINA 28217
ERUCT TWO STORM STRUCTURES AT 1FIESE LOC14T10NS YYITH A MINIMUM 12' LONG, 24" .7fl.......... 33-GB m.._....__.................~...................._........._..~.._._...._.................._................_ TER PIPE BE1I~EEN BOXES _ 24T. Stl 244_#4 38-CB ....233.75 2'f 8 5~ U.5t3 FlELD) = NCDOT DROP INLET BOX SIDS 844.14 OR 840.15 ~.._...._...................._..~.....w............. PHONE: [phone] FAX: [phone]
'3~` w'M."' ~ I Irv 5 t «./Iw'r/I ~ ~•ri ,~,.},~,..M. ^•~-,^~jw_~•wI «,N } 2B N........ N............................ N...... C 2007
`.til , ~ aasr / U.S. FOUNDRY 4139 FRAME AND 60x2 GRATE (W/ MAX 1.125-INCH CRATE OPENING) _._4~C8_... . . .
~ f r M.. , r r ~ _.......w............................_..~._~..____.___._. NG 840.35 do 840.36} W/ 844.16 GRATE .2~~.75 235.~'E 6-CB 2~a.~4 't54 54 U.S~ 4REAS) = NCDOT DROP INLET S?DS 840.14 OR 840.15 (IN TRAFFlC AREAS-TRAFFlC ~ ~ ~ ~ ~ } 4-CB
...Ii~• ;,•Ye .SC.t.+ y e. - . n ff ,.Jw .cr I.IV~ , 1 ~ ~ t t •.NN ~ f . . } 5-C- B
i i ~ ~ r ' ~ S11N6 ST~I STRUCTURE ...24? 2fl!........._2~7 ,05 7-~tl H 236 35 188 5=1 0.5#? SOT JUNC?ION BOX SIDS. 840.31, &W.32 W/ SIDS. 840.54 FRAME 0 COVER 2~$.2~ 239~2't 34-CB 237.5'I 92 ~8 U.50 . . .
s •r r 1 { ' k r _ 1 ~ t~ ~ 1 f } ~ 1 ~ ~ i i = ~ f 2 t 1 ~ ~ • y ~ ~ 1 ~ LI r• :DQT PRECAST t~Nt~tETE END WALL STD. 838.84 237.~'t 8-~CB )WNSPOUT~ t~FER ~0 ARCH/~AEP PLANS FOR DOWNSPOUT 80~T DETAIL ...2~~.~U........ 2~3.3~1..._ ....~f6-CB ._.._238: ~2 ......................_:~`~2 CORM CLEAN~IT {SEE DETAIL) ~E.92 ~-C
t ;y.. r i JGS ' + ? i r' U •~t i 5 ~ •r~ ~•;f.. •y;rtti?el*+~1T' .~t lY+ilyl ! r r 5 's3M12AT;Y7y'+-,•., • t ~5 i yf i •,t i y fjW , ( i !r ~ ti 1 S j ~ ~ ~ _ ~ fv = ~ ~ t ~ i Y`w` . ~ ~ r ~ G ~ ~ t 7-M
`Yk ~ ryrr. i j • i r r ~ ~ 'r'. t ~ ~1. , ~ r, r •1 ~ PROPOSEQ QRAINA ....___..............._...............__........__._........................_..._....._..._......W............._._._..~..........._........_.._.... MITROL STRUCTURE (SEE ERASION t~ON?ROL DET/ULS} 2~~ ~ 2 4.43 't0-CB 23~ ~3 ...............'~2'f ~2 Q.~€I ..N .........................................p................
.4 k xy. i ! . ' f~ i ir. r ~ T 1 ' .t! • ~ •t , fNF ATION 1 ~ ~ , r ~,,1 '•t ~ 8-CB
3 e + r •"'r•r 1 ~ ~ i ! j~ r r a ~ ~ ! ! i ! i t y 1 i • ~ i 11 • t.• iERNAI ROOF' DRAIN, RffER TO ARCH/~IEP PLANS FOR DETAIL 2~fl.i33 ~Q-CB ~UqC WELL ORAINS ..._........................._................_.........__~____..............W_..._......._...._._ TERNAL ROOF DRAIN ..2.5C} .....24i~,~~ 1~-CB 2~4t1.'€5 24 3~ fl.50
1,. ~r .1 i r ! ~ ! .~~w r t r,. i ! / t ` ~ , ` . ~
1 ,j r ,~,Y ~ ~7 rw i 5 w y J S , i• ~j ; •l ~ •5 7 , 246 5~ 242.~a 2~-GB 2~~. ~ ~ 21 36 tl_ 5fl } 10-CB
5r • ~w 1 • 1 1 ~ ,t i 1 • ~1 + i 1 } t ~ 1 S L t 2~'~ _'(r 12-CB ....24~.5t?..........242.7~..... 27-CE#..........24'~.75 ..................._'~20...._._.._....._.__-~__~ _.._.___...~.~~tl W..___......
1 ~ ' 1 ,r'r r~ it 5 r' it r .r ~ f j• •t ~ ~ 1 + t ? i ~ ~ Y / 1 1 1 ~:::~1:. PERMIT SET
~ .I. •rr rr t 1 1 i t ~ ~Mw••.// T r LEGEND 2~~~~~ 2~~.5tk X43.35 ~2-CB 2~2Q~ 2~ 2~ (}.52 12-CB PRELIMINARY
' i~ w r j rr.. ~ r rr.. , r 'rw r• ~ '1 1 1 5 it f 1 .00 PR~~P05E0 20 1 ~ 1 ; . ~ • ..._.........._..................___.._.__..._...................................._.......................~___...w._....._ a~~.as ~¢cs 2~8.4fl 243.3 '33-CB 2~3 '~9 `~8"t '~8 fl.5t1 NOT FOR CONSTRUCTION
r 5 t ( i 5C _ - _
! t r E ,r M i• _ s . ~....w....~....~.~.. -675 - CONTOUR ELEVATION ..........................._....._.~~~.2v.........15-CB .w...~..._.w.~....._..~.... .
T 4 7 ! .<< 4 . ~ r t ~ ~t i• r t rr r'. $ t sT---- STORM DRAIN 25'C_25 - - 24.45 8~ "E8 3.2i? • 14-CB
' P 8.26 f. - E ~ 1 ~ - f S . ~ ~ t. i, f• r 24~ U8 - - 243.~t} ~ 'E8 24~? B
M y . ~ ~ r.'' i . ¦ + • r ~•ty,;n r - - - - - BUILDING DRAIN PIPES 2~tl.~o 2 .~3 '~~-CB 24 .29 X33 3F 23~ 9-CB
I f r i S ~ w ? ` f f 1 T~ r ' r 1., . 'i f A = 1 '~CY 2~_~U 24~.'~'~ 2t3-UI 23.91 23 34 fl..52 .,....M.._..._.~ -i-7- C B , .............................N...............................
b ~ J 248.5 r 4 24 .5 816 ~ • ~ ~ 1 tl t~(j ~ } • 1 I v ) • i _ _.........__.......____..__........._M._...................................... ~ ° FLARED-END-SECTIQN 24~.6~ .....~9-CB
24 5 - , ~ ~ 48.5 - ~ 1 . ~ 1 _w....._ . i 8-GB
24815 - ~ . AI A L ~ 4818 i• r ~ A ~ ~ ~ = r: 1 ~ a aROP INLET .258w5{t..... _.2~t~.t~4....._.2~t-f~H..........2~~:`~...... 2s~ ._...._..._...~?...........__..._.._...._.._Q:~__ 258. ~fl 2~~.52 22-CB 246 42 T5 24 fit.
4 8,92 24$.15 ~ 4813 , f~ t ,i`i t ~ i ~ ¦ CATCH BASIN 252{l(} 2~~.~7 23-CB 24S_t}7 3t?9 2~ 0_~fl ....................._......................_...........___.._._........._..................._..........._....w..~_..._.._....._...._~.. 21 -M H
495 0 .w 1 • ~ 48.36 flISTU AREA OX. - •r.....~........~...~..... . 24~_~7 2~-G@ ~ ~ MANH~E 252_fl{~ 24.87 2~-€~i 248..8fI 2s '~8 t]_5{~
248.0- . 4 i~ 8! • .I1 A - U C~ PERMiIT t ~ , 1 22-CB
4 2 8.3 1 ~ , r ! r ` Y~. 1 ~ 2~2 9~3 - - 2~4~. Od 3~ 'E $ 0_ ~2 GCB
49. • 4 17 MM~ NES. DR~AI~fi . r a S 1 r r,~ ~ ~ r i 'a li I. ~ r s ' 1/ ' RIP RAP APRONS 2~r~.~ - 2~8 83 3~ ~5 i~.5t) M-cs .................................«...........N.............
..x,. -1 fQR r~ yr•• ' S ~~xe ~ Q ' , ,,r J i I I • - ~ ' ~i 24~ Q~ - - 243. ~ 2~ t ~ ~ I I -GB
.t^ pr'y` rr ~tii r j A . w r ~ Y f 4 . tires ti.! r i I f i ~ , 25{1.25 24.x."[ 8 2,8-C8 2~3.~~ 33 24 0. ~5 ..................._..............._.............m......._............._......._..... Sri. ~o a ~-cs ~ 2~ ~ ~ v_ 12-CB U) , ............................«......N....................... z
r 4811 h ~ - ~ . , O .
• X °•M,.._ ~ •'t 48.42 . ~-c~
4 7 ~ . 2 8. „ . A DRA{N i 48.49 ,1 fr , 44. . w I N.........««......
248.3 _ . r~ 5~ ___.___._w......._....._............._........._.................._....................._._.._......_................ + 28.-C B
47131 ~ • `1, 4. 49.0 r.,~ 27--CB LU ,
. r.... ~l 1r r r - ~ M^ Y t '4y 4 I 13-CEO ~
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• 24817 ~ ~5, 5 .5 ~ ~ .5 ' t ~ ~ .5 , 1 i t AT WALL _ ~ 44 - ~ .83 1 2~i. ~tl 242.'i t} ~-CS 24'[. &Q J7 30 2 p
'S ~'s ~ t • ~ ~'S 4 . L •.~A. `5 •l . ~ ~ 4 • PR ENT ~ - T 2~fl_flQ 2~i_8fl '~6-E3t 2~#~ 'i(I ~3~ 24 299 CB N ........1.1.....«.N«.«.
5 .5 A .5 •5` . t ••5 - 48.92 ~ ~ 1 - l AII~NG ~WAU. ~ 2~6.~C# 3fi-E31
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