20061894 Ver 1_Site Plan_20070523 (2)

W. T. Horris Boutevord
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. - - - SITE REGENBOGEN ASSOCIATES
' - y~~1``~~~ i pkY Land Planning Landscape Architecture
~ Urban Design
SECONDARY PEDESTRIAN IESTRIAN Q ~ 13t8 CentralAve., Suite E 7
pi ( F p(,q CONNECTION TO THE EXISiINGCENTERLINE l~~ r,'~ ~z:~~ rt NOIp GREENWAY SHALL FOLLOW THE ~ Fo~~ow Charlotte, NC 28205 m
. z~, . ~ ~ NF 1 ~..°~<;'~r ^ THE PROPOSED SANITARY SANITARY o Phone: [phone]
y,1P ~•,d~'r;.• rM SEWER EASEMENT J.'~ f IT ~ Fax: [phone] w
4.59 AC GREENWA Email: jz~ra-la.com
PROPOSED R.O.W. FOR FRED D. ~ ~ : `e ' . ~ ~ • ~ - ~ . - ~ DEDICATIO EA .'~ADIACENT PROPERTY LINE ~1
ALEXANDER BLYp. TO BE ~ : - ` ~ DEDICATED AND CONVEYED f ~ ~ sgNlTq
` ° RY SSW John B. YoLIt? ~~~:^;~r-~~"•.,'•`:. RORQSEDTREESAVEAR GRADING, ~~~qS~' r ~ . , A . - MEIVa' ` ? CHARTER ?
! ~ ~ CUb11tCIRCULATION,SIDEW j ~ PROPERTIES - ~r~~k ~ VICINITY MAP
R- 3 r ! ~~kilhf: P'S:' . ~ ; ~ . ~ . UnuT R~'Tf~KPIIING OF CONSTRU ON , ~x ....S? f, I : , j - ~r : r' ~ ~ DEBRIS OR IPA~N7S IS PERMITTED IN TH t ~Cy.sS..SR~.,A NOT TO SCALE INC.??? cr~~,k ~ ~ BOUNDARY SURVEY FOR CHARTER PROPERTIES
vacant ri:!4A,ti` T!,'r„jF Viz,; ' ~ TREE PROTECII REA~,`iyP. 1 'F~WEEPOLE b
EDGE OF 51DEWALK t ! % ^ 1"'k';rri J"F= ~ : ~ ' . j • ~ ti J lTO BE REMOXE~.. ~~f ~~J~4~,~ ~ Io'sr~ y~ ~ LONG CREEK TOWNSHIP, MECKLENBURG CO., N.C.
02514 ~ - i1 ~ ,~ROPOS EMA FL~'0R N~m.P1 srpE , , ~$d • y , BY F. DONALD LAWRENCE & ASSOCIATES, P.A..
~I ( 1,~ ' ~ rs,: - ry F~RJGE LINE ! ( ~ ~ ALL OF GREE Y AREA dN THE REZ NING PLA E DEDI ATED AND NVE 2'6"CURB AND GUTTER ~ ~ ; : . ~ - ~ :.Y?' - TI4E, SHOi4[CI 0 C CO PHONE [phone] E A G L E
B' PLANTING STRIP ~ 1 ~ ~ . ~ P ~ : ~ y. . a;~• . ~ ~ - y TO THE MECI~LrtN~URG UNTY PRIO~'iO,THE 15SUANCE OF A C.O. FOR ULT4FAMILY JOB N0. 1482, FILE 00-TOPO.DWG., # 06/116 E N G I N E E R I N G
' 1 ! ~ - -i'~ ~ F~!'.Gt ~ BUILDING IN PHASE . S RVEY SHEET BOUNDARY DESCRIPTION. 6 SIDEWALK ~ ~l ! r ~ ~P ~ ~ :~'r~ ; ' _ - ~ `f • ~ ~ (TYPICAL) t .t ! 1 ~ - r. - n; ON (1YP.)EO USE
' ~ ~ ! ~ •.g~,~, 5o%ADDITIONAIbER~C SWIM BUFF ~ ~ burg County ' ~ ' ~ ~ , .o+s6ac WETLaNDs ~
N t 1 20'REARYARD ,~~_~~'.,o, - 1•~~Q UNKNDW R.O.W.T08EDEDICATEDA3 1 I BUTTING ~..~..:.•..:.:;~:~•~•~~~~~~:`~:°'G~~~ ~~~U~ 1oo'sWrM gUF UP TAX PARCEL 2013 Van Buren Avenue
PUBLIC R.O.W. ~ t ~ ~ ~ : M,a v~,~-:• ti yYa Vacant t l 1 D ~R LAPlb zpNE I D 3'S: Indian Trail, NC 28079
` ( GREENWAY ~ ~C ' t - ~ r~ 02511301 ~:~;x~ 025-113-02, 025-113-05, 025-141-15 (704)BS2-4222 PROPOSED TREE wa~w.eagleonline.net
4 t PER 9.305 (1 (7 ~ ~ \ ~ c SAVE AREA ° ~
Charter Pro rile Inc Q, ~ ; i ;:a m oM,. (.225 ACRES} ' ~ h
~ - f, , y pry 10' PERMANENT SANITARY CAR
SEWER EASEMENT r;t 9~':`
va ant 4r, i / J n hM ,1 30'GONSTRUCTION EASEMENT ~ TOTAL SITE AREA 54.48 ACRES O~.o 40.NOSCgp~,'•,~~ a r' PHASE ONE APARTMENTS 20.91 ACRES ~ ~ ~ s. ' ..Q~ 1~0',.~ ~
' ~f PHASE TWD APARTMENTS 23.03 ACRES u, RO.W.AREATOBEDEDICATED8CONVEYED .37 ACRES - u N0.472 m •
PROPOSED LOCA110N i r 1 r ~ I ~ : [ ~ : • 't 101,1' SWIM BUFFER N ~ GREENWAY DEDICATEDCONVEYED TO CITY OF CHARLOTTE • PHASE 1 4.59 ACRES ~ ~ W y ;
OF CATS BUS STOP, 1 ~ I ~ ~ .OBQC WETLANDS :4. GREENWAY DEDICATEDICONVEYED TO CITY OF CHARLOTTE • PHASE 2 2.32 ACRES ~ ~ ® COMMON OPEN SPACE REQUIRED 501 12.57 ACRES ~ ~ •23ac wETLANDs ~ a''~
WAITING PAD SEEDETAII ' .'..I ~ - ( I r - B/L-4.OCLDS#60A1A r ~ ~ tr~` ~ ~J: ti PHASE 1 +pHASE 1 GREENWAY • PROPOSED RO,W. X.50 =OPEN SPACE 20.91 +4.59 •.37X.50 =12.57 .vsyC WETI.AND$ COMMON OPEN SPACE PROVIDED 20.99 ACRES ''i `~l
t•, , ~ ~ V , , IIIII?
l;k l~•~; - -TOP II PROP05EDTREESAVEAREA m~~ ~ ~ ~ ` P. TREE SAVE TABULATIONS f ~ TREE SAVE AREA REQUIRED 15%q PHASE I 3.77 ACRES ' . ~ ~
EXISTING PROP. LINE • t ~1 ~ ~ ~ ~ ~ 2.31 ACRES - ~ Ya~'~ it 1 SIGN J' 1 "j -.'f'-'~,~.- ~ s~ ~r . Pd ((PHASE 1 +PHASE 1 GREENWAY) • PROPOSED R.O.W. X .15 =TREE SAVE] ((20.91 +4,59] •.37X.15 =3.77] > ~ , t a ~ ~ TREE SAVE AREA PROPOSED, PHASE I 3.$9 ACRES
, `U' l Ij` ~ '~,l _ I g.:..: - RMITTENT ~ ~ ~ ~ ' FIITURE ROW OF FRED D 1 1 '"1 ~ p. I ~ ~ ' TREE PROTECTION ~ ~ . ~ ' 1 l~ ' d ; ~ - ~ ! - IMPORTANT STREAM ` ~ ` ~H~~:^d•"'"°"~q ALEXANDERBOULEVA t 1 I zj~r ~ B~',:; FENCING ~
j', 1 t ~ GREEN DR, p 1'(3'VEGETATIVE ! . '~~"'•"'•w•"•~•.•. f~, ~ PHASE ONE: APARTMENTS r ~ . ` % ~ ~ , ~ SITE AREA 20.89 ACRES Z
~ - 1 ~ ~ , I R~ il~~/ I s:::.~ BI~FFER,PER i % 1 ~ . o?' ~I ~ Ci q ~ :~`RRENWAI~~ONNRCfI~~:~ t 1 F~~,t,~ G ` I E ~ ~•r( CONDITIONAL ~h • ,~N' I, x+w, . • REZONED #2005.167 R•12 MF (CD] ~y`%~'%:.4. DWELLING UNITS (PROPOSED] 306 APARTMENTS ~ •
' t" ~ ' SIDEWAIKEASEM ~ ! ~ U I1 / I R ONING ~ -.ti : ~l~%':1i': ~ ~ ,e~. DENSITY 12 DUA
r r i t Y I j~ • ; : - . - . , (30611PHASE 1 +PROPOSED R.O.W.+ GREENWAY]] 13061(20.91 +.37+4,59(=11.83) ~ ,~j
~ ~ I S \ Cho In u ! f T . . , f ~ : ~ I ~ .fir y;,t1. / ~ ~ ' ° TRACT B -DAYCARE; PROPOSED ROUGH GRADING ONLY ~--i i--1 sIrEAREA a2s A ~ n
r~~ I ~ _ _ REZONED INSTITUTIONAL (CD] SETBACK 40'
r ~ c. j t I ! ~~J I 5T0 L... ~ i ~ ~ :.PROPOSED T. ~
R- 3 , , SIGN ~ ~ _ ? c - - ~ j;'~.~.~- - ~ ~ BUILDING TABULATION 'JAS , ;.c•-. ~c~E~x::~: ~ "~'a n
~ 1 I ~ ~ ti ~ J pR7 i ~a R j R, ~ ~ _ ~ BLDG.# BLDG. TYPE UNITS DESIRED PKG. 1.88fUNiT 'I- - Il-:-:.: ~ 1 N 92 23 O
1 ~ 11 , , . ! 1 ~~K ~ ri ~ 2 IV 12 23 3 113!4 28 53 ~ ~~'y/,
0251411 ~ a I I ' , ; - ~ G CR r ~ ll~ ~ I ~ j it ~p ~ I Her r-- ~C 5 IVA3I4 14 26
t q iR : i, ~ ~ ~ ACCESSIBLE PS MUST ~ t ~ „ ~ ; 9 II L ~ 4 1 6 III 24 45 ~ 7 III 24 45
MEET THE STA ARD ~ 1 ~ ~ 'J i ; r ~F ~ i OF NCDOT D AIL B .45 ~ t I ~ I ~ ~ y ~ a of 24 4s
SEE DETAIL 3 4/L7. t ~ ~ i _ I I ST 1 1 9 II 3f4 28 53 ,I AISLE = S; WID H 1o IA3r4 28 53
I I OP,., 'MINIMUM ~ O~,gEE QA ~ f I 150 ~ 40 1iT INTERSECTI ~ ~ ~ RGti~E ~ BIKE RAC14 SEE ~ ; 11 lu 24 45 ~ ' 12 I 24 4s ~ Qa
SITE DISTA E ~ I _ - - I ENS ~,p DETAIL 4/L6.0 ~ \ 13 I 24 4s
CLUB P ~ 1 I I N $ ~ ( i;:;: \ SITE TABULATION
w EXISTIN RIGHT i _ L EE~ 1; ~ ; ~ : ~ BIKE PKG. PROPOSED (1 PER 20 UNITS] 15
TURN E ONTO ~ I i G CR t I r ~ ~fl 1 ,4 I TOTAL NO OF UNITS 306 I / BUS STOP PROPOSED 1 I TRASH: COMPACTOR PROPOSED {ONE 8 CU. YD. PER 90 UNITS) 1
PR ~ ~ I ~ ~ 5' PLA TtiNG ' ' 1 v, A ~ y ~ f;;: I 'A RECYCLE STATIONS (144 SQ. FT EACH, 1 PER 80 UNITS) 4 / (1 CAR060AR0 8 CY OUMPSTER INCLUDED & {3)144 SF AREAS)
T nN I ~ , RIGH , f 4~ Li TH I I R ~ la E,y~IID n 20' U~ ~ ~ ' I ' ~ ~F `I lI 4;:;:; I J SETBACK 30'
VAR ~ i .I r ~ C / R f ~ , , t ,A'`i ~ ~ ~ 4 Srt ~ , t, , I \ a.~l.~ , ~1~~{y1 l I W/ SIDEYARD 3,10'ADJOININGG'NGLEFAMILYZONEDLAND E ~ p ' • PROPO~ED TREE S E ~ REAR YARD 40", 20' A@JTTIIVG DEDICATED GREENfWAY PER 9.305(1G)
I V~n~ ^'V~ ~I 'I ~ BUILDINGSEPERATION 16' 20'DESIREDFORFIRE 1 i 1:;.;,; AREA~lOACR
~ ti'TR'flT' N r ~ ~ $TA~:DARD MUTC ~ ~ I ~ PARKING TABULATION PROPOSED PARKING 477
l Y ~ ~ ~ t PARKING REQUIREO@1.5 SPACESIUNIT 459 f:•:•:•:• 1 HANDICAP SPACES PROPdSED 15
PROPOSED ENTRA+N I ~ ~ Vii, EE RIGHT SIGN { P ; TYPE III DRIVEWII{Y, f~l r 1'r { , I WATER QUALITY W n II•' • ~ ~ HANDICAP SPACES REQUIRED 11 W 1MU~ ~ 1•••~••• /
SEE CLDS #10.28 ^ ~ ~ I I i DETENTION ~ I _ ~ ~~~p ~ ~ I~ ~ • ~ • ~ • ~ j~ ~ HANDICAP VAN SPACES RERU REDO 3{1 fn garage) REL~NINU #2uv5-1 U7
RETAIL 2/L3.D ' ~ I ~ e ~ ~ ~ I i I l~ POND f 1 I l ass ~ I 4 I ~ ~ SIGN } Q f~l ~ ~ / GARAGE SPACES 42
t l II ~I~i~.,l ~'1 b~ ~ ~ ~ - I l i ` ST P MINIMUM t ; i ~ DATE: 5 FEBRUARY 2407
t ~ t l ~ ;i I ~ >Y ~ ~ t ~ I { PiCA1 ~ II ~;1~ 9 I~ SIGN ~ 1'J ` ~ I~ iI jf JOB NUMBER:
i I ~ ; f II - lq t ~ r ~ I I
It I ~ ~ ~ ~ - ST ~ l~ rt ~ t ~ ~ tl ~ . Tri ~ fi, ~ ~ N ~ ~ . - f ' ~ • - • SCALE: 1 "=60'
r II ti I ~ l r ~ I ~ 4' ' ~a ~ : ~ DESIGNED BY: JZR ,.z w
1 ~ it ~ ~ I ~ ~ 30' CLEAR~~ ~ U ~ ~ ~ ; I~ ! TYPICAL) 1 ~ rQ /J DRAWN BY: DMV
i I ~ ii vl` 11 i 30' MINIMUM ~ ' 1
, t ~ ~ ~11.L, 3 IUS (TYP.J OP I ~ ~ ~4.a a ~ LEGEND APPROVED BY: JZR ~
I ~ ~ I ~ ~ ; ~ ~ i~ ~q w INT RMI ENT SYMBQL
~ ' I t` ~ M' ; i 3 i` G ~ ! ~ ' , m 1 ~ 4' PLA T STRIP ~ UNNMF TANi PROPOSED NUMBER OE
~ , ~ 5' SI K ' S STEAM
' i h k ~ ' ~ ~ ~ ~ S N ~ ~ F~ ~ , 1 , 1 - . CARC1 OARD ` ~ PARKING SPACES
r ~ 9 ~ , ~ ~ J
~ ~ 1 1 ~ ' ~ ~ t' 1 1 ~ 1 ' 1 ~ ~ PItOFOSED T1FEE . ~ . ~ . ~ , : ! t ~ ; ~ G 30 CY. C~~MPACT o' ~ j" ~ RETAINING WALLS
~ } ' ~ 1 SAYE IkREA ~ ; . ,4 12' x 40' Wf H A ~ ~ 5 P 1 ~ , .11 ACRES:~:~ 12'x ~ I ~ ~
! ~ U ,l~ ' ~ t ~ DUTY CONC E ' / •l 1 ~ ~ ~ ~ ~ ! 11 7 f ' 9 BUILDING NUMBER
i ~ I i.: ~ : ~ : ~ - - - : ~ PAD, SEE DETA 7 L-4.0 1 , 1 ~ / 0, ~ 1 3 ~ ~ 1 ~ ~ ~ ~ ~ so~srR~a>,~BUr:FER ; ~ ~~B BUILDING TYPE
~ 1~ ~ ~ ~ o
• ~ ~I ~ : PiiFQP~$Efl iltfE ~ ~i `i ~ ' ~ t
1;' (:T7 ACRES) , - 312' X 12' {MIN.) to ~ 1 4~ ~ J I\ ~ FOUNDATION WALL 1
o. o-0 ~ • . 1 RECYCLING AREAS 1 OP ! ~A l
, , _ • : 5EE DETAIL 3/L-4.0 . ABIIIIING - : ; , . • . >r ~ FOR PROPOSED ~ I ~ ~ NUMBER OF ACCESSIBLE
EXISTI G R.O.W. q ~ ~ ENCLOSURE ~ ~ FUTURE CONNECTION TO ~ ~ ~ `'S N f ~ PARKING SPACES REVISIONS:
saw TH en tex Hom e;;'~ ~ a ~ ~ ~ BE ADDED WHEN t x`71 1 1 t ~ i NO: DATE: DESCRIPTION:
MX-2 I NNO V ~ ~ ~ ADJACENT PROPERTY 15 DEVELOPED ~ fj ~ ~ i ~ NUMBER OF ACCESSIBLE 1 5-11-07 PERf~Ulil-FAMILY REVIEW
FUTURE5ITEENTRANCE T~ ` 1~ ~ 'A t ~ I Ilacan t ~ } ~ ~ PROPOSED ROUGH GRADING ON Y ~ r t PARKING SPACES s~ - ~ ~ PROPOSEDITREE LINE I 2 7-1 ~-07 PER ~U~TI-FAMILY REVIE`f~
~ ~ 1 M
02514278 ` f ~ CO ~ PRASE II ~j STOP SIGN
~ ~ 0 >RE ! ~(F~ITURE)
~ 5 ~ / t ~ \ ~ ~ D PROPOSED NUMBER OFi ~ \ i OP PARKING SPACES, TYP. I ~
~ PROPOSEpTREE \ ~ R ~ R/ IGN IGN ~ II t
SAVE AR ~ ~ ~~~gA~ 6~ . s~~I ~ r CLP"`-
K r..-- 3 ~ R f „r A , I P \ ` ~ CALL BEFORE YOU DIG: SHEETTffLE:
EW ~ r' , YYl BA
so' PUBLIC R/YII •t l ti, ` ` ~~g ~50 CLASS "C" BUFFER REDUCED25%WITH A \ ND•oF-ROADW NORTH CAROLINA ONE CALL CENTER BARRIER AND rte, ~ 1-800-632-4949 SALLOW 48 HOURS MIN.) S~t2
MYUUDCN M.KCM rmut 3tt UCIAIL 6/L•4.U. X. r " REQUIRED SCREEN AND FENCE AND POST SHALL MARKERS. SEE LDS I flan
\ urtle and Moore BE FIELD LOCATED TO ASSURE OFF SITE DRAINAGE %.0 A/B A(, U' I 50.08 A/B
\ ~ qD~ bWILL NOT BE OBSTRUCTED. FENCE TO BE LOCATED
SETBA f•.. C 4 b Properties LL C WITHIN THE INNER HALF OF THE BUFFER EXCEPT 1 CK\ 2 /r r WHERE GRADES E IT
,r In Cell ter MAY MAKE NECESSARY FOR Lees L t v g THE FENCE TO BE LOCATED SLIGHTLY IN THE GRAPHIC SCALE N
Nursirl Hom e OUTER HALF TO BE MORE EFFECTIVE ~ 0 30 60 120 240
180541019 I I I - I L 1.0
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1/Y RADIUS ~g•~p•_0" 3 RADIUS 1'-6" MEDIAN CURB AND GUTTER 1/2" RADIUS 1~-0~,
tta• TaDlus TO BE USED IN MEDIANS WHEN ~~3" RADIUS REGENBOGFNASSOCIATES
COMRACTION JOINT BACK OF CURB SEE SID, 1D.17B GENERAL NOTES 1/z' RADIUS s-~~-1'-D" LANES ARE SLOPED FROM ISLAND OR 1/a" RADIUS Land Planning Landscape Architecture
~ I a" Rwlus m h AS SPECIFIED BY THE APPROPRIATE urban Design
CITY/COUNTY ENGINEERING DEPT. ~ t3?sCentralAve., suiteE-7
2'-6" CURB AND GUTTER i/8' RADIUS 1'-6" CURB AND GUTTER 2'-6" iv , - 0„ I Charlotte, NC 28205 Phone: [phone]
STANDARD 2'-6° CURB AND GUTTER LIP OF GUTTER/EDGE OF PAVEMENT f6 Fax: [phone]
~1'-fi~•+ 10'-0' 10'-0" 1'-6" MOUNTABLE CURB AND GUTTER 1/a" RADIUS EmaN:jzr~ra-la.com
1'-6" STANDARD CURB AND GUTTER TO BE USED AT ENTRY ISLAND, NOTE 3/4 RADIUS
REVERSE SLOPE N~ 1/a" RADIUS ~~0~~000
PLAN VIEW 1 ~/4" =f PROPERTIES
RADIUS ~r ?0~ ~C,???
3' RADIUS NOTE: 3600 PSI (TYP.) I--1°-6°' aa0~~a0~~
1. TRANSITION TO BE ALONG BACK OF CURB. N
1n ~
REVISIONS .D3 % ENGINGERLNG
N0. DATE DESCRIPTION REVISIONS N0. DATE DESCRIPTION RE19510N5 N0. DATE DESCRIPAON
1 11/99 RENSEO DETAILS 2'-0"
APPROVED DATE SLOPE FOR VARIABLE SUPERELEVATION RATES APPROVED DATE APPROVED DATE 2013 Van Buren Avenue
• CITY of C~tioTTE CURB TRANSITION CITY of CHARLOTTE
LAND DEVELOPMENT STANDARDS 2' - 6" CURB AND GUTTER TO ~ LAND DEVELOPMENT STANDARDS ND. _ STANDARD CURB AND GUTTER • CITY DF CHARLOTTE Indiian Trail, NC 28079
CBARL477'4r INCLUDES CHARLOTTE ETJ 1 ' - 6" CURB AND GUTTER 10.2 0 awi,m',~. INC~ImES C>I~Er~oTTE ET, 10.17A LAND DEVELDP~ENT STANDARDS {704} 882222 CURB AND GUTTER www.eagleonline.net
C~fAHIAl°lE. INCLUDES CHARLOTTE BTJ 10.17E
4 _ , CURB AND GUTTER
1 L 3.0 N.T.S. L3.0 N.T.S. ~ T~
L3.0 N.T.5.
r~
1/2" E%PANSION JOINT 10'-0° 10'-0" A1.0.'y-O~ 10'-0° 1/2' E%PANSION JOVM
NOTES: 1/a" GENERAL NOTES: ~ ~ I~
1. WHERE A TYPE ul DRIVEwaY Is APPROVED Br THE cHARLQTIE DEPARTMENT 1 • A GROOVE JOINT 1" DEEP WITH 1/e" RADII SHALL BE REQUIRED IN THE
aF TRABSPORTAnoN (cocT) THAT coNNECrs ro AN EKISrINC slcNAUZEO CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1 2' EXPANSION JOINT WILL IMTERSECTION, OR AT A LOCATION WHERE A TRAFFlC SIGNAL INSTALLATION ~ /
Is PROPOSeo Br coot BASED aN A TTUFFIC IMPACT{slcNU wARTUNr sruoY, BE REQUIRED AT 45' INTERVALS NOT TD EXCEED 50' AND MATCHING A FULL DEPTH ASPHALT PAVEMENT (2-1/2' 5-9.5 B/C AND fi" B-25.0 B/C) Ts - EXPANSION CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1 2 REQUIRED. THIS PAVEMENT DESIGN IS REQUIRED IN THE DRNEWAY EASEMENT {100-FOOT / / ° >u ~i Z ~
MINIMUM) rD MNNTiAIN DETECTOR LooPS AND PAVEMENT MARKINGS. A TRAFFIC 4° EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID SIGNAL WILL BE INSTALLED ONLY IF COOT DETERMINES THAT ONE IS NECESSARI' STRUCTURE. 'a
BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
2. A CONCRETE GURER IS TO BE USED E%CEPf AT EKISTING OR PROPOSED TRAFFC SIGNAL Y-6" CURB AND GUTTER LOCATIONS. AT THESE LOCATIONS AOOmONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY (STANDARD N0. 10.17A} 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. Ta EuMINATE THE NEED FoR cLmER Aceoss THE oRIVEwaY cDNNECnoNS. za' MIN. 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF a~? ~ ROOYE JDINf
3. THE oRIVEwar Musr RISE s' FROM THE curTER uNE ro PREVENT Ru"OFF FRQM 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE ACE OF CURB PLAN ~n
ENTERING DRIVEWAY. VARIES -MINIMUM ENTRANCE FOR 2 LANES GROOVE JOINT IN SIDEWALK DETERMINED BY THE CITY COUNTY ENGINEER. V
q, ALL DRIVEWAYS MUSi MEET THE CURRENT dTY DRIVEWAY REGULATIONS AND NCDOT REQUIREMENTS of TRAFFC IS 26' FACE TO / FOR SPACING, SIGHT DISTANCE, AND OFFSETS FROM PROPQitt LINES ANO INTERSECTIONS. FP,CE OF CURB. 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE A R ~'-D"
5. 1W0 (2} ACCESSIBLE RAMPS PER CURB RETURN SQUIRED AT SIGNAllZED INTERSEC110NS, n MINIMUM OF 4'. UNLESS OTHERWISE SPECIFIED BY TOWN SUBDIV1510N rRANSmoN FROM z'-s" cuRe ORDINANCE. i'-4' GR004'E JDIM ~1/2 'A" ~ O
+FOUR a FOOT GUTTER AND WINGS WILL NOT BE REgUIREO TO DIRECT WATER ACROSS TO 1'-6" CURB AND GUTTER IN DRNE IF)THE DRIVEWAY GUTTER SLOPE IS GREATER THAN 2~. 20'-0' PER STANDARD N0. 10.20 1/8" RADIUS 5. SIDEWALK TO 8E POURED TO END OF RADIUS AT INTERSECTING STREETS. 5' - 7" VARb1~E~ 1^ SLOPE i/4" PER FEEL.
1/2" E%PANSION JOINT (TYPICAL END OF EACH RADIUS) PAVEMENT" J, a• ~
Rlcm QF WAY 1/8" TO 6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. n ,P "IF "A' IS GREATER THAN 8' ADDRIONAL GROOVE JOIM SHALL BE AEOUIRED AT 1/2 "A"
1/4"
26' MIN. ACCESSIBLE RAMP -STANDARD 4" a'-G" N0. 10.31A OR tO.37A (TYPICAL w 1/2" EXPANSION JOINT i+--8"~.--8" ~ t~
EACH SIDE) GROOVE JDINf PER STANDARD ~1" w N0. 10.176. TWO 1/2" THICK PIECES BITUMINOUS FlBER REQUIRED SECTION A-A ~ 1F SU86ASE IS CONCRETE. MUST BE SEA! ED WFM
U ' ~ . ~ ~ 2'-6" CURB AND GUTTER "~1'', .a.., ~ ' ° a CONCRETE GUTTER U'0-' . . APPROVED JOINT SEALER.
, 4.. , ~,i ~ {STANDARD NQ. iD.izA) I JOINT FILLER ,y r~.,. GENERAL NOTES: J
A S (~N) I 1/2" '~:6V<e PROPOSED CURB & - - - GUTTER SECTION A-A TRANSVERSE EXPANSION 1. A GROCYE JOINT 1" DEEP W1TH 1/3" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" E%PANSION JOIM WILL BE REQUIRED AT 40'
_ _ _ ~R4QYE J°~NT _ _ _ _ JOINT IN SIDEWALK PROPOSED 4" CONCRETE SIDEWALK INTERVALS. A 1/2" EXPANSION JOINT WILL BE REgUIREO WHERE THE SIDEWALK JOINS ANY RIGID STRUONRE.
L.Ir.-A CON5IRUCTION JOINT RENSIQN6 DETAILS SHOWING EXPANSION JOINTS 2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STREM1BGfH.
TRANSmON FROM 7" DEPTH AT LIP OR GROOVE JOINT « N0. DATE DESCRIPTION 3. SEE STANDARD 10.22 FOR DETAIL OF E%PANSION JOIM ANO GROOVE JOINT. 4. SEE STANDARD 10.26 FOR DETAIL OF DRIVEWAY.
TO 10' DEPTH AT 4' CONCRETE CUTTER CONSTRUCTION JOINT i 12 9B NOTE 4 IN CONCRETE SIDEWALK CONSTRUCTION JOINT 5. MONCUTHIC CURB ANO SIDEWALK TO BE CONSTRUCTED ONLY WHEN REPLACIF~ GRANffE
PLAN NOT Td SCALE APPROVED DATE CURB OR AT LOCATIONS APPROVED BY THE APPROPRWTE OILY ENGINEER. NOT TO SCALE
• CITY OF CHARLOTTE CITY DF CHARLOTTE MONOLITHIC CONCRETE
• CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS LAND DEVELOPMENT STANDARDS
LAND DEVELOPMENT STANDARDS CONCRETE S D EWA M K S _ TYPE III DRIVEWAY ENTRANCE INcwD>ys caARLa1~'E ETJ CURB AND SIDEWALK ~ ~ 2~ REV.
f~ARiAfI'Q 1NCIJJDES CBARLDITE ETJ 1 O 2~ ®ARi,017'E INCLUDES CHARiATTE ETJ j O 22
DATE: 5 FEBRUARY 2007
2 5 MC~NQLITHIC CURB AND SIDEWALK JOB NUMBER: $ SCALE; AS NOTED
L3.0 N.T.S. L3.0 N.T.S. L3,0 N.T.S. DESIGNED BY; SLC
DRAWN BY: DMV
APPROVED BY: JZR
NOTE: TRUNCATED DOMES COLORED
PER SiD. N0. 10.358 BACK OF WALK NQTES: GUIDELINES FdR PRIVATE STREET DESIGN: 1. DETAILS SHOWN SHALL DE CONSTRUCTED IN
BACK OF WALK ACCORDANCE WITH CITY STANDARDS. i. INFERNAL STREET ALIGNMENT:
BACK OF CURB FACE OF CURB E%P. JOINT m FLOwLINE 2. HEAVY DULY PAVEMENT LOCATION 15 MAXIMUM GRADE: lOx MINIMUM VERiTCAL CUR1'E "K" VALUES: 10/2D {CREST/SAC) INDICATED IN THE STAKING AND MATERIALS PLAN. MINIMUM HORIZONTAL CURVE CENTERLINE RADIUS: 50 FT.
EKP. JOINT SIDEWALK m . ~ m 3. HEAVY DUTY PAYEMEM: B' COMPACTED 2. INTERSECTION WITH PUBLIC STREET: AGGREGATE BASE COURSE, SAME AS FOR PUBLIC STREET. SEE GENERAL NOTES,
FACE OF CURB i 1/2' ASPHALT BASE COURSE -TYPE I-1, SECTION 1.6.2, 1 1/2" ASPHALT SURFACE COURSE, TYPE I-2, 5X MAKIMUM GRADE WFAiIN 40 FEET OF PUBLIC STREET INTERSECTION
PLANTINGSTRIP~~• FLOVAJNE L; ` '~a'.•'~ •."i`• 4. LIGHT DUTY PAVEMENT: 6° COMPACTED BEGINNING FROM EDGE OF PAVEMENT UNE.
- 6-0" ~+-0" ~6_D" AGGREGATE BASE COURSE, NOTE: VARIATIONS ON THESE GUIDELINES WILL BE REVIEWED 1 1/2" BASE COURSE, TYPE I-1 ON A CASE BY CASE BASIS BY CITY STAFF.
CONTINUE JOINT AT 6'-0" 4'-0" 6'-0" GUTTER UP ELEVATION 1 1/2" SURFACE COURSE, TYPE 1-2
BACK OF CURB FRONT OF WALK
PLAN VIEW-PARALLEL RAMP SLOPE "A" 12:1
WITH PLANTING STRIP SLOPE "B" 1/4"/FT eAGK of waLK
SLOPE "D" 3/B"/Ff f E%ISRNG WALK t/a" PER FOOT ~ ~ ACCESSI~E RAMP CAPE NOT TO IXCEED 12:1 30' CLEAR OF ALL OBSTRUGTIONS (MIN.
FRONT OF WALK N ~ 23'-0" REVISIONS:
1/a° PER FOOT a SIDEWALK m EXP. JOINT BACK OF CURB ~ 3'-6" ~ 3'-6° N0: DATE: DESCRIPTION:
E%P. JOIM e B D m FACE OF CURB _ •'t ~ ~ t. . '.a'.S' 10'-0° 10'-0°
r' ~ ~ a PIANRNC STRIP----+ r FLOWLINE t~ ' . , • t. r.a..:~'1 1 5-11-07 PER MULII-FAMILY RENEW PER•FOOT SLOPE 3/8" PER Fi. 1ER FOOT
\ V ~ n 9 i 2 7-17-07 PER MULR-F~M1LY REVIEW
r GUTTER UP
4'-0' OR 5'-0" WALK +'-0" 9" 1'-9° 2:1 CUT MAX. 2:1 CUT MAX. 3:1 FILL MAX. 1'6' 3:1 FlLL MAX.
CURB GUTTER CONTINUE JOINT AT B'_D" 6''O" NOTE, TYPICAL RAMP SECTION CURB AND GUTTER
BACK OF CURB 4'-O° TRUNCATED DOMES COLORm REVISIONS PER SID. N0. tO,358 RENSIONS CURB AND GUTTER
N0. DATE DESCRIPTION DIMENSIONS A7 BACK OF CURB N0. DATE DESCRIPTION
1 B/00 ADDED NOTE 2 s/o3 RE>ASED NQTE PLAN VIEW-DIAGONAL RAMP WITH PLANTING STRIP
APPROVED DATE APPROVED DATE NOT TO SCALE SHEETTITLE:
~ CITY OF CHARLOTTE nrr~cclQl ~ pne~D crnNlnnpn 1~rlTU DI nt,ITlNIr CTDID ~ CITY OF CHARLOTTE nrr~cclRl ~ RAA>tp c~rTln~lc iAnTU pl nNiTlNlr_ CTRIp
LAND DEVELOPMENT STANDARDS nV U L ) 7 1 U LL %nivii..7 i n v urns \ u v v i i i i Lnl v i i i v v a i u %W LAND DEVELOPMENT STANDARDS r, V v ~L \(ll4 V I I V I Y 1 Y P I I I ,I Y Y V i INO1 REr YrILHL 5tU IUIVS F'KIVHI t 51 Kttl wiuu4
2'-6" CURB AND GUTTER L SM. NO, I REV. cenw.m~~ INCLUDES cgn~o eTr 2-6" CURB AND GUTTER INCLUDES c~'M sTJ 10.31 A 10.31 B
b aTRIP 9 TYPICAL SECTIONS PRIVATE STREET
ACCESSIBLE RAMP STANDARD W/ PLANTING STRIP ACCESSIBLE RAMP STANDARD W/ PLANTING STIRT L3.0 L3.0 N.T.S.
N.T. N.T.S. L3.a S. L300

2"x4" TOP RAIL
2"x4" TOP RAIL
1"x6" BOARD SIDING
12' 4"x4" POST
SEE DETAIL 6/L-4.0 D
_ ' , ~ ~ DIAGONAL BRACING PLAN VIEW REGENBOGENASSOCIATES
P 4 ~ ..0 .q Land Planning Landscape Architecture
1X6 VERTICAL WOOD PICKETS, PAINTED PAINTED Urban Design
r a. 8'-0" o.C. 13t8 CentralAve., Suite E 7
a Chadatte, NC 28205
N 6" TNK. CONCRETE PAD WITH 6 j6/1.4 W.W.M. Phone: [phone] j6/1.4 W.W.M. GALVANIZED RAIL. ~ ~ Fax: [phone]
BRACKET , ( j 2'x4' TOP RAIL ( ~
n A-.CL +fJ Email: jz~ra-la.com 2°x4" TOP RAIL Ir
. d xAac~roRCAR v ~ 6X6 TREATED WOOD POSTS PAINTED
uCRiiAR aINTED ~ 4 x4 ODS~DS ~ ~r ~ 4"x4" P05T ? CHARTER ?
s~AC~x¢o e~na . • sic o~rui •
~REHA%aa•o.a ~ 6" O.D. BOLLARD SEE DETAIL THIS SHEET CRdIT AITFJMAIE ~ 00.15 ~ ' PROPERTIES THIS SHEET ~ ~ ~ V o
I ~`"`--EXPANSION JOINT
14' s b h ( °????oo??? P~ f~P
1"x6" BOARD SIDING ~ ~ ~ I~
IXISRHC CRACE GROUT DETAIL ~ Q 6" THK. CONCRETE PAD WITH 6/6/1.4 W.W.M.
.e tl dv' .o. <'•Q 6/6/1.4 W.W.M. 2"x4" BOTTOM RAIL ~r 1"x6" BOARD SIDING E A G L E
4~ 2"x4" BOTTOM RAIL E N G I N E E R I N G FINISH GRADE ~ ~
4 S
14'-S"
e• conwere sm 4" 1 /4"x2"x1'-3° STEEL, PAINTED BOLTED arsauTSao.sEE ON ONE GATE. r ~ • CONCRETE FOOTING BOLTED CONCRETE FOOTING - o PITCH TO DRAIN 2013 Van Buren Avenue
caauT o~iu~ r ruo cau~a~ PERR. oRUN a`°°` w 6" O.D. BOLLARD WITH {2) HEAVY DUTY AVY DUTY PITCH TO DRAIN + iv + Indian Trail, NC 28079
ACptEGATE flLL HINGES. . ~ [phone] 6" GRAVEL + i' ' ~I+ wa~w.eagleonline.net
+4 RE9/N AT ~B' 0.C. ~ (1j H HE.HAR CCNTHIXIS 1x6 VERTICAL WOOD PICKETS, PAINTED. PAINTED.
N
o I I PAIR-WOODED PICKET GATE PAINTED. I ~ I , 'AI N TED.
r 1/4" STEEL DIAGONAL BRACING ~ ELEVATION SECTION
WDDD FRAMING NOTES:
ro 1. ALL WOOD TO BE PRESSURE TREATED.
I SLOPE CONCRETE APRON UP TO PAD. i0 PAD. 2. ALL STEEL HARDWARE TO BE GALVINIZED. 3. 5 3/4" SPACING BETWEEN 1"x6" BOARDS.
5 8" O.D. STEEL CANE BOLT WITH / 4. CONCRETE TO BE 3600 PSI ®28 DAYS
3/4" I.D. GALVANIZED STEEL SLEEVE. 1-1/4" WASHER WELDED TO CANE BOLT 5. THE FINISHED SIDE OF THE FENCE SHALL FADE THE ABUTTHING PROPERTY.
FOR STOP. 6. LOCATION OF FENCE SHALL BE FIELD
ADJUSTED BASED ON EXISTING TREE
1 LOCATIONS
L4.0 N.T.S.
4 ENCE , SHADOWBOX FENCE DETAIL z
~ ~ L4.0 N.T.S. ~ ~
L4.0 N.T.S.
1/2" EXP. JT. ~ 2O' O.C. EACH DIRECTION MIN. ~ 0
1'-6" STANDARD CURB AND ~ n ~j 4060 PSI CONCRETE WJ GUTTER SEE DETAIL
FIBERGLASS REINFORCING ~ V.1 r ~
3/4" CHAMPHER, ~ 2 Ibs/cu yd
EACH EDGE OF CHEEK WALL R~h. ~ ~
HEAVY DUTY ASPHALT
SEE SITE PLAN 1 1 4" " FOR PAVEMENT ~.9 .a SEE DETAIL GRADE ~ ~ ~ d ' 0
~ `4 1'-0" SHOP FABRICATED, 1 1 J2 O.D. SCHEDULE 40 1/4~
STEEL PIPE RAIL.(BOTH SIDES). GRIND SMOOTH ALL ~ a , _ ~
WELDS. ENTIRE ASSEMBLY SHALL BE POST EXPANSION JOINT Y GALVANIZED. 1 a: 8" CABC . . C~
TOP & BOTTOM I ~ ~ •~,r w ' 1 - 4' 3/4" CHAMPHER, ~ ~ 4a
EACH EDGE OF 0 WHERE ABUTTING < CHEEK WALL ° CONCRETE PAVEMENT COMPACTED SUBGRADE -
~ STEEL POSTS AT 3' O.C. MAX. GROUT POST r 4~: SEE SITE PLAN ~ INTO CHEEK WALL. REFER TO SITE PLAN 8' ' ~ ~ 2% SLOP
FOR PAVEMENT 1 1/ g
0 4 REBAR ~ 18" O.C. 8 WIDE CONCRETE )E CONCRETE _ _ _
. I ~ • f CHEEK WALL EXPANSION JOINT •'f • x'' i~ EACH WAY . 1 • ~ ~ „ ;WALL
~ • 7 {TOP & BOTTOM) ~ 1'_4° 1 D" '1 I #3 REBAR IN EACH 5EE SITE PL. -SEE SITE PLAN FOR
WHERE ABUTTING e ~ ,.~N ~ NOSE. 2" CLEAR _4 • ; ,ti.•, Ip CO C CONCRETE WALK
CONCRETE PAVEMENT • + I ~ ~ ~ r • • , 1~ 1 /2 RADIUS ' ~4•' . i t NOTES; 1. CONCRETE TO BE 4060 PSI AT 28 DAYS.
8 2% SLOP „ 3600 PSI CONCRETE ~ EXTENT OF -EXTENT OF CHEEK 2. SYNTHETIC FIBER: UNIFORMLY DISPERSE 1N CONCRETE MIX AT MANUFACTURER'S RECOMMENDED RATE, BUT
s ; • ~'.p„ 2 CLEAR MIN. BROOM FINISHED WALL BEYON 4 REBAR ~ 18" O.C. 8° WIDE CONCRETE WALL BEYOND NOT LESS THAN 2 Ib/cu yd.
• r # ~ CHEEK WALL • 7 EACH WAY ~ ~ NOTE:
#3 REBAR IN EACH • ' • SEE SITE PLAN FOR 1. WIDTH OF STAIRS ARE INDICATED ON THE PLAN.
NOSE. 2" CLEAR _4 ' • • 'r. •,ti.,, lp r CONCRETE WALK 2. EXPANSION JOINTS SHALL BE PRE-MOLDED BITUMINOUS 8 2'-O" ~ HEAVY DUTY CONCRETE PAD
~ ' ~ ' `0 IMPREGNATED FIBER BOARD. 1 /2" RADIUS • ~ ~ ; L4.0 N T ~ DATE: 5 FEBRUARY 2007
2" CLEAR MIN, 3600 PSI CONCRETE EXTENT OF CHEEK BROOM FINISHED WALL BEYOND JOB NUMBER:
r NOTE:
1. WIDTH OF STAIRS ARE INDICATED ON THE PLAN, SCALE: AS NOTED
2. EXPANSION JOINTS SHALL BE PRE-MOLDED BITUMINOUS 8 2'-O" DESIGNED BY: SLC
IMPREGNATED FIBER BOARD, ~ EXISTING DRAWN BY: DMV SIDEWA K TD
L4.0 N.T.S. !W~ N APPROVED BY: JZR
4 ~ , E. 4. ~ ~ •4
a ~ d'~ .a.• 6 ,4, q ~~'~e IQ ..e~
~ ASPHALT CONCRETE SURFACE COUF 7URFACE COURSE. TYPE I-1 ~ . a . . ~ d~~~a
L4.0 N.T.S. P, 8' PLANTING
} ~ = ~ STRIP
~ CURB
ASPHALT CONCRETE BASE COURSE. ;ASE COURSE. TYPE I-1 ~ ~ ~ ~ ° ~ ~ ~ ~r~s-~~ .Q ~ a ~ ~ ~ ~ ~ GU.T.TER
STREET
1 Y2" BASE COURSE, TYE 1-1 PLAN VIEW EXISTING CURB &
rrrs GUTTER TD REMAIN
95~ COMPACTED AGGREGATE BASE LEGATE BASE COURSE LEGEND NOTES:
ADA SPACE - - 1~DIMENSIDNS REPRESENT MINIMUM
COMPACTED SUBGRADE 1 Y2 SURFACE COURSE, TYPE I-2 = NEW CONCRETE STANDARDS; VARIATIONS MUST BE
WAITING PAD APPRGVED THROUGH CATS AND CDDT
4" THICK PROJECT MANAGER, REVISIONS: ~~SEE SHEETS ND. 07A AND 07B FOR NO: DATE: DESCRIPTION:
6" AGGREGATE BASE COURSE ADDITIONAL DETAILS AND NOTES,
3,2' MINIMUM PLANTING STRIP 4' 1 5-11-07 PER MULE-EbMIIY REVIEiM
PLANTING STRIP IS TYPICAL, 2 7-17-07 pER MULlI-fAfalLY REVIEW
1'-6" RENSIONS
1'-6' N0. OAIE CESCRIPTICN
APPRGVED DATE
CHARLOTTE-MECKLENBURG WAITING PAD ONLY
6' LAND DEVELOPMENT WITH PLANTING STRIP
STANDARDS 60.01 A SHEET TffLE:
Details Sheet 2
iii-i i ~-iTi-i i ~-iii-i i ~-iii-i i ~-iii-i i ~-i i ~i i ~-i i
BUS WAITING PAD W/ PLANTING STRIP
LIGHT DUTY PAVEMENT 6 HEAVY DUTY PAVEMENT L4.0 N.T.S. L4,60
L4.0 N.T.S. L4.0 N.T.S.

kiPIIX.
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4' NM_0N STRAP -
ROOT CROWN TO
RE AT FINISH tlU➢E
4' HIGH / G' NICE MANMVM
MAN OUTSIDE OF RO'JTRAu�
S IV NII UO' MOCO 6TAP /
NTH CENTRED 31W HCTE
DRINK N UNE NTH BND
EWALLY SPACED ARRIIXD TAM
1' SUP MOT SIDI STOP KNOT.
6' LARGER WN MIX DIAMETER
TO �FROM
MNISH GRADE
-\
TYPICAL EXCE4 NIL "WIE
BACNFlLL AS SPECIFIED
FROM RWT CROWNKNOW TCP 1/3 BURLAPAXD.WY HNLS/RNS ETC.RENON: TCP 1/J CP NRE
BAWET MME PRESENT
RAISE NT BOTTOM TO SILT ROOT MAN
AT TIE CQAECT HONT. FlRII SOL LINGER ROOT R.W.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CAUPER HEIGHT (RANGE) MAX. HOGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2' 12-14' 16' 24' 16'
3' 14-16• 16' 32' 21' NOT
• CITY OF CHARLOTTE TREE PLANTING
LAND DEVELOPMENT STANDARDS
I®AAL(17TH• INCLUDES CHARLOTTE ETJ (FOR SINGLE AND MULTI -STEM TREES)
TREE PLANTING
N.T.S.
TOP
ALL DIAMETER
SOIL UNE TOP OF BALL
AS DUG
2" MAXIMUM OF SOIL
COVERING ACCEPTABLE
NATURAL SOIL LINE
)WN
Ci��11l11
SPECIFIED BALL DIAMETER
EFFECTIVE BALL DIAMETEI
UNACCEPTABLE SOIL
COVERING
\ / IF
ROOT CROWN
ACCEPTABLE CONDITION UNACCEPTABLE
(AS DELIVERED) (AS DELIVERED)
NOTE:
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CIN ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
• CITY OFCHARLOTTE ROOT CROWN DEPTHS
LAND DEVELOPMENT STANDARDS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) STD. 0
�AT� INCLUDES CHARLOTTE ETJ 40.09
ROOT CROWN DEPTHS
N.T.S.
PLANTING AREA REQUIREMENTS AND RECOMMENDATIONS
TOPSOIL/PLANTING MIX --MINIMUM REQUIREMENTS:
WHERE PAVEMENT CUTOUTS ON RENOVATED SITES ARE REQUIRED AND/OR WHERE NEW PLANTING
STRIPS OR ISLANDS ARE REQUIRED, ALL PAVEMENT, CONSTRUCTION DEBRIS AND GRAVEL SUB -BASE
MUST BE REMOVED BEFORE PREPARING SOIL AND PLANTING TREES. EXISTING COMPACTED SOIL MUST
BE REMOVED AND REPLACED WITH 24° OF TOPSOIL/PLANTING MIX -OR- EXISTING SOIL MAY BE
UNCOMPACTED TO A DEPTH OF 24" AND AMENDED TO MEET TOPSOIL STANDARDS FOR THE ENTIRE
PLANTING AREA.
SOIL IN ALL PLANTING STRIPS OR ISLANDS, WHETHER EXISTING OR NEW (ON NEW OR RENOVATED
SITES), MUST MEET THE MINIMUM TOPSOIL/PLANTING MIX SPECIFICATIONS. SOIL AMENDMENTS OR
FRESH TOPSOIL/PLANTING MIX ARE OFTEN NEEDED FOR PLANTING AREAS AT SITES WHERE ORIGINAL
TOPSOIL IS OF POOR QUALITY, HEAVILY COMPACTED OR WHERE TOPSOIL HAS BEEN COMPLETELY
REMOVED DURING GRADING.
TOPSOIL/PLANTING MIX SHOULD BE NATURAL, FERTILE, AGRICULTURAL SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. IT SHOULD BE UNIFORM COMPOSITION THROUGHOUT WITH ADMIXTURE OF
SUBSOIL. IT SHOULD BE FREE OF STONES, LUMPS, LIVE
PLANTS AND THEIR ROOTS, STICKS AND OTHER EXTRANEOUS MATTER. TOPSOIL SHOULD NOT BE USED
WHILE IN A FROZEN OR MUDDY CONDITION.
TOPSOIL/PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5-7.0 AND THE FOLLOWING
COMPOSITION:
CLAY (RED CLAY, WELL PULVERIZED) MINIMUM 10%; MAXIMUM35%
COMPOST*/ORGANIC MINIMUM 5%; MAXIMUM 10%
SILT MINIMUM 30%; MAXIMUM 50%
COARSE SAND (FREE OF ROCKS, 0.5 TO 1.0 MM F) MINIMUM 30%; MAXIMUM 45%
* ORGANIC MATERIAL SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE
DECOMPOSITION PROCESS
RECOMMENDATIONS:
ALL PLANTING AREAS SHOULD BE TESTED FOR PROPER DRAINAGE. DRAINAGE
SHOULD BE CORRECTED AS NECESSAIY TO INSURE PROPER TREE GROWTH AND SURVIVAL. THE
FOLLOWING LEVEL OF NUTRIENT ELEMENTS IS RECOMMENDED FOR PROPER GROWTH:
CALCIUM 55 - 80%
MAGNESIUM 10 - 30%
POTASSIUM 5 - 8%5 - 8%
PLANT MIX
N.T.S.
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PIANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE UNDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
PLAN VIEW OF ROOT ZONE
FOR PRUNING SEE
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUI
GROWTH SHALL BE CUT
ADJACENT GRADE. NO
ALLOWED UNDER DRIP L
2'k4" STANDARDS + 1"X4" RA
OR ORANGE SAFETY FENCING
MAY BE USED.
• CITY OF CHARLOTTE
JIM DEVELOPMENT STANDARDS
®ABLOr 13• INCLUDES CHARLOTTE ETJ
TREE PROTECTION DETAIL
TREE PROTECTION DETAIL
N.T.S.
PLANTINGS IN STREET RIGHT-OF-WAY
RK MULCH, PUCE BARK
I AT AREAS NOT
CTED BY BARRIER.
40.02
GENERAL NOTES
1. TREE GRATES AND ASSOCIATED IRRIGATION SYSTEMS ARE REQUIRED AT VARIOUS LOCATIONS IN THE UPTOWN AREAS TO COMPLY WITH THE UPTOWN
STREETSCAPE GUIDELINES AND OTHER ZONING REQUIREMENTS. ALL OTHER INSTALLATIONS OF IRRIGATION SYSTEMS WITHIN THE RIGHT-OF-WAY OF CITY OR STATE MAINTAINED
STREETS REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED THROUGH CDOT OR NCDOT. THE CIMS ENCROACHMENT AGREEMENT REVIEW/APPROVAL PROCESS MAY INCLUDE
ADDITIONAL REQUIREMENTS. CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL, AND UABIUTY INSURANCE COVERAGE REQUIREMENTS.
2. A DRAINAGE SYSTEM IS REQUIRED AS SHOWN FOR ALL IRRIGATED PUNTING AREAS LOCATED ADJACENT TO STREETS. ALL IRRIGATION/DRNNAGE SYSTEMS NOT REQUIRED BY
THE UPTOWN STREET GUIDELINES REQUIRE AN ENCROACHMENT AGREEMENT EXECUTED BY CDOT OR NCDOT FOR CITY OR STATE -MAINTAINED ROADS, RESPECTIVELY.
CONTACT CDOT OR NCDOT FOR ADDITIONAL INFORMATION REGARDING COST, SUBMITTAL AND UABILITY INSURANCE COVERAGE REQUIREMENTS.
3. AN INSPECTION SCHEDULE IS NEEDED FOR TREES THAT WILL BE PLANTED IN THE STREET RIGHT OF WAY DUE TO ZONING OR OTHER REQUIREMENTS.
LANDSCAPE INSPECTION INCLUDE THE FOLLOWING:
SUBDRAINAGE INSPECTION
TREE PIT/WELL OR PUNTING STRIP INSPECTION
SOIL MIX APPROVALS/INSPECTIONS
TREE APPROVALS/INSPECTIONS - PRIOR TO PURCHASING THE TREES, TO BE MADE BY THE CITY ARBORIST OR ASSISTANT CITY ARBORIST - 336-4262.
THIS MAY INCLUDE PHOTO APPROVAL OR PARTICIPATION IN TAGGING THE TREES.
TREE PLANTING INSPECTION
IRRIGATION INSPECTION
FINAL WALK THROUGH
ALL OF THE ABOVE INSPECTIONS WILL BE PERFORMED BY THE CITY LAND DEVELOPMENT DIV. (URBAN FORESTRY SECTION) EXCEPT FOR THE TREE APPROVALS AS NOTED.
• CITY OF CHARLOTTE
�iLAND DEVELOPMENT STANDARDS
®AW.OTTB. INCLUDES CHARLOTTE ETI
TREE PLANTING -NOTES
(DRAINAGE AND INSPECTION) 40.10
TREE PLANTING NOTES
N.T.S.
NOTES:
1. 200 SF MIN. TOTAL REQUIRED AREA PER TREE.
2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,
GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS
BEFORE PREPARING SOIL AND PLANTING TREES.
3. REMOVE COMPACTED SOIL AND ADD 24' NEW
TOPSOIL/PLANTING MIX QS UNCOMPACT AND
AMEND TOP 24" OF EXISTING SOIL TO MEET
TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
APPROVED DATE
CHARLOTTE - MECKLENBURG DETAIL FOR TREE PLANTING ISLAND
LAND DEVELOPMENT
STANDARDS IN PARKING LOTS 40.11
TREE PLANTING ISLAND
N.T.S.
NOTES:
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
HACK OF CURB/BACK OF CURB
TREE ROOT BALL
PROPOSED NEW V-6' CURB & GUTTER
CONCRETE CURB CONTINUOUS
AROUND ISLAND PERIMETER
-
EXISTING ASPHALT PARKING LOT
w �N
EXISTING ASPHALT PARKING LOT
26" CURB IS AN OPTION.
- A
O
OF APPROVED
MULCH
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4
f
CURB AND GUTTER
CURB AND GUTTER -
MIEN IRRIGATION SYSTEM IS PRESENT.
-V- TRENCH AROUND -
,'24' MIN. DEPTH TOPSOIL,.�•T �J �,'^
ENTRE PLANTING BED
5. SOAK EACH PLANT BALL AND
'^FREE OF STONES AND DEBRIS._.:';:.:'
PIT IMMEDIATELY AFTER
EDGE -
INSTALLATION.
MIX NEW TOPSOIL WITH
' ' •
SUBSOIL AT BOTTOM
APPROVED DATE
CHARLOTTE - MECKLENBURG DETAIL FOR TREE PLANTING ISLAND
LAND DEVELOPMENT
STANDARDS IN PARKING LOTS 40.11
TREE PLANTING ISLAND
N.T.S.
NOTES:
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL.
TYP. COLIAR�
MIN. 2' HT.
2. INSTALL CONTAINERIZED PLANTS AT
FlNSHED GRADE
4'IA)ER
OF APPROVED
MULCH
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
EACH PLANT BALL.
4
T_
4. OMIT COLLAR AROUND EACH SHRUB
MIEN IRRIGATION SYSTEM IS PRESENT.
-V- TRENCH AROUND -
ENTRE PLANTING BED
5. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
EDGE -
INSTALLATION.
PUNTINN G BED
CROMN HEIGHT
IN INCHES
EQUALS MEDIAN
WIDTH IN FEET
TO 12' MAX. FINAL
- -- GRADE
Lo(E%J
f---10' (EXA - EXISTING
GRADE
TYPICAL BED CROWNING
• CITY OF CHARLOTTE
�i LAND DEVELOPMENT STANDARDS
®ARLOTTB. INCLUDES CHARLOTTE ETJ
SHRUB PLANTING BED
N.T.S.
DRILL AND BOND INPUCE
EXP. JOINT. PROPOSED N4 REBAR
EXISTING a THICK A
UNDAMAGED SIDEWALKA. • ' " MOPOSED 6- THICK SIDEWALX
w
w
U)
w
e THICK
SIDEWALX
SPACING VARIES
SEE LANDSCAPE PLAN
S
-PUNT MIX TAMP SUL MIX UNDER
EACH PUNT BALL TD
MINIMIZE SETTLEMENT
TYPICAL PLANTING BED DETAIL
ERED
EQUAL SPACING EDGE OF
BETWEEN ALL PLANTS PLANTING
BD
TYPICAL PLANTING BED PLAN
601i1\l11won 0 WEII1110111=i]'1
12'
4 REBAR
12. ON CENTER
ROOTS
JEU IIUN A -A WITH J57 STONE PUCE WASHED
(DEPTH VARIES) TO AVOID DAMAGE
• CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS
®AAI.(YITg INCLUDES CHARLOTTE ETJ
BRIDGING TREE ROOTS
N.T.S.
ENST. TREE
PLAN VIEW
EXIST. TREE
40.05
JOINT
THICK SIDEWAU( ON WASHED STONE
T EXP. JOINT
4' THICK
SIDEWALK
GROOVES TO ROUGHLY FOLLOW
DIRECTION OF ANY MSIBIE ROM
OVER 2' IN DIAMETERS
JOINT
r 6' THICK SIDEWAU(
EXP. JOINT
�- f57 STONE
00 NOT COMPACT SOIL
40.11
The kinds of seed and fertilizer and the rote of application of seed, fertilizer and limestone shall be as stated below. All rates in pounds per acre.
August 1 - June 1 May 1 -September 1
100lbs. Tall Fescue 100 lbs. Tall Fescue
15 lips. Kentucky Bluegrass 15 lbs. Kentucky Bluegrass
15 lbs. Hard Fescue 15 lbs. Hard Fescue
500 lbs. Fertilizer 25lbs. Kobe or Korean Lespedeza
4000 lbs. Limestone 500 lips. Fertilizer
4000 IDS. Limestone
On Cut and FII Slopes 2:1 or steeper add 25 lbs. Rye Grain
November 1 - March 1
On Cut and FII Slopes 2:1 or steeper add 30 lbs. Sericea Lespedeza
January 1 - December 1
Fertilizer shall be 10-20-20 analysis or a 1-2-2 ratio may be used as long as the application rate is adjusted to provide the same amount of plant food as a
10-20-20 analysis.
Temporary Seeding:
Fertilizer shall be the some analysis as specified for Seeding and Mulching" and applied at the rate of 400 lbs. and seeded at the rate of 50 lbs. per acre.
Kobe or Korean Lespedeza, German Millet or Browntop Millet shall be used in summer months and Rye Grain during the remainder of the year.
Fertilizer Topdressing:
Fertilizer used for topdressing shall be 168-8 grade and shall be applied at a rate of 500 lbs. per acre.
Supplemental Seeding:
The kinds of seed and proportions shall be the same as specified for Seeding and Mulching" and the rate of application may vary from 25lbs. to 75 lbs.
per acre depending upon the conditions present on the project.
CITY OF CHARLOTTE
Ob LAND DEVELOPMENT STANDARDS
CSLfBVA11E• INCLUDES CHARLOTTE ETJ
SEEDING SCHEDULE
N.T.S.
SEEDING SCHEDULE
REGENBOGEN ASSOCIATES
Land Planning Landscape Architecture
Urban Design
1318 Central Ave., Suite E-7
Charlotte, NC 28205
Phone: [phone]
Fax: [phone]
Emaii.,[e-mail]
❑ CHARTER ❑
PROPERTIES
❑❑❑ INC.❑❑❑
❑❑❑❑❑❑❑❑❑
EGINEERING
N
2013 Van Buren Avenue
Indian Trail, NC 28079
(704) 8824222
www.eagiconlmc.net
DATE:
JOB NUMBER:
SCALE:
DESIGNED BY:
DRAWN BY:
APPROVED BY:
5 FEBRUARY 2007
AS NOTED
SLC
DMV
JZR
REVISIONS:
NO: DATE: DESCRIPTION:
1 5-11-07 PER MULTI -FAMILY RENEW
2 7-17-07 PER MULTI -FAMILY RENEW
SHEET TITLE:
PLANTING DETAILS
L9.1

7. Petitioner will contribute the sum at $20,000 towards the cat of Installing a tallc signal at the Intersection of Lakeview Road and Reamer 6W-1 SIGHT DISTANCE EE FEBRUARY 5, 2007
The multi-family residential community to be located on Tract"A"shall be bulft In two Road, provided that Poe"Ific signal Is installed within 3 years of the date of the approval at this Rezoning Petition, N the traffic signal Is not RW-8 TEMPORARY STRIPING PLAN STA 0+00 TO 5+00 separate phases. The buildings constructed In the first phase will be architecturally Installed within this 3 year period, then Petitioner will have no obligation to contribute towards the cost of Installing the traffic signal. RW-9 TEMPORARY STRIPING PLAN STA 5+00 TO 8+00 DO TO 5+00 EE FEBRUARY 5, 2007
distinct from the buildings constructed in the second phase In terns at architectural RW10 TEMPORARYBFINAL STRIPING PLAN STA 8+00 TOE DO TO 8+00 EE FEBRUARY 5, 2007
style and character and the use of exterior building materials. RW-11 FUTURE STRIPING STA 0+00 TO 5+00 V STA 8+00 TO END EE FEBRUARY 5, 2007
GREENWAY RW-12 FUTURE STRIPING STA 5+00 TO 8+00 EE FEBRUARY 5, 2007 SHEET TITLE: EE FEBRUARY 5, 2007
OSS SECTIONS-SHEET 1 OF 7 EE FEBRUARY 5, 2007 Cover Sheet
CALL BEFORE YOU DIG: RW-13 REAMESROAD IMPROVEMENTS-CROSS SECTIONS-
Rn•19 RCAIYIW RUAUIMPRVVCMCftiID•I:RUAIDR:IIVIY~~ 1.The entire GreenwocArea as shown the Conditional Rezoning Planter hen uanoftad P/ti3/g5andicatupdated Liza zeuivnz-zneo z yr i EE PPOKUAKT 5, ZUU7
RW-15 REAMES ROAD IMPROVEMENTS•CROSS SECTIONS•~ 4/12/06, shall be dedicated ated annd conveyed to Meckle Mecldenb urg County PRIOR b t the Issuancece of Poe e l last Building Certificate of NORTH CAROLINA ON E CALL CENTER OSS SECTIONS-SHEET 3 OF 7 EE FEBRUARY 5, 2007
Occupancy for the Phase l construction as shown on them plans. At that time, the Greenway Area will be dedicated by two RW-16 REAMES ROAD IMPROVEMENTS-CROSS SECTIONS-: separate land ownership entities. The Long Creek Club Apartments, LLC for the greenway associated with the Phase l land area 1-800-632-4949 (ALLOW 48 HOURS MIN.) RW17 REAMES ROAD IMPROVEMENTS-CROSS SECTIONS•~ OSS SECTIONS-SHEET 4 OF 7 EE FEBRUARY 5, 2007 OSS SECTIONS-SHEET 5 OF 7 EE FEBRUARY 5, 2007
and by Charter Properites,Inc. h the greenway associated with the Phase ll land area. Also relative to the Phase ll greemvay RW18 REAMES ROAD IMPROVEMENTS-CROSS SECTIONS•~ OSS SECTIONS-SHEET 6 OF 7 EE FEBRUARY 5, 2007
area, Charter Properties, Inc will retain the rights to Install and locate utility lines through the Greemray Area alter this dedication RW19 REAMES ROADIMPROVEMENTS•CROSS SECTIONS-. and, as may he necessary, to reserve the rights for future easements for the Installation, maintenance, repair and replacement of such utility lines or other easements as may he reasonably necessary In connection with the development of Phase tit land. RWZO ROADWAY DETAILS OSS SECTIONS-SHEET 7 OF 7 EE FEBRUARY 5, 2007
EE FEBRUARY 5, 2007
Furthermore, relative to the Phase tit greenway area, Charier Properties, Inc. will retain the rights as outlined In the Conditional RW-21 TRAFFIC CONTROL PLAN Rezoning PeAMon to Include the appropriate Phase II Greenway Area for the purposes at calculating required Phase II common RW22 TRAFFIC CONTROL LONG TERM PLAN EE FEBRUARY 5, 2007
open space, tree save areas, buffers or other Phase 11 land area calculations. N•1 CONSTRUCTION NOTES N EE FEBRUARY 5, 2007
EE FEBRUARY 5, 2007

~ f• N ~ ~ .f~ W.r Harris 8au(evard
PROPOSED R,O,W. FOR FRED D, ~ ~ ~ ~ ~ DEDICATIO REA 1
' ALEXANDER BLVD. i0 BE , ~ ~ °'.r. t "y-
DEDICATED AND CONVEYED ' y Perimefer P°~~
y 971 R m
' cT ~ , 0 RORQSED TREE SAVE ARE -i r Asti : f• O ~ 3`~. ~ fi`, v 0 SAVE ARE GRADING,
~ ' • a~;.; ! CUCAR CIRCULATION SII i ~ ' : ~ A' ~ ' . UTILITI R S~'0•CKPILING F " SIDEW ~ ,.ULATION, a
A~..P:'~rc~T T_~ ;~~'rc.. ~ CKPILING FCONSTRU ON REGENBOGENASSOCIATES
~J ~ - ~ + :M ~ ~ f DEBRIS OR UIPM~NILS IS EI ~ 1 ~ Ctif.~S ~,ri~R~~,r 'gar ~~k ~ PM~I?tLS IS ERMITTED IN TH Land Planning Landscape Architecture ` ~ A~'r Urban Design
• :r ,t~~ ~ ~ TREE PROTECTI READ; F ~ ~ POWER POLE nrr { REAS; P, 1318 CentralAve., Suite E 7
EDGE OF SIDEWALK ~Rr~~~ ~ T OV ~ , r.. Q Chadatte, NC 28205
' - r; a' - I ~ ~L PROP S „ Phone: [phone]
~ 7, • ~ PROP S EMA FL(30Q o Fax: [phone]
B r.. .l. - FAIN l CPE 5 MUM ° F~tN LINE ~ Email: jzr~ra-1a.com
2'6"CURB AND GUTTER ~ FoR vAD ALL O AROUND A Illll ~ f `f~ y~~"•i~~•~i(rI~ '~t ALL 0 GREE Y AREA SHOW. ON THE REZONING PI:AN E DED
~ 1 ~TIPICAL) UNLES ~ rf/.• " FS.u 31\~ wV... 7xt,~G,: T T 8 PLANTING STRIP oTNER1HSE Nmm i' . , 0 H N c3 ! ~ FL4~~~i:F~,r!~f~ r. TO TH MECKLENBURG LINTY PRIO~TQTHE ISSUANCE OF A C.O. FORT
, . 6 SIDEWALK ~ ~ J ~ ~ • • . • . • ~ ' . ~ ' : ' . • ' BUILDI t ~ 1 .743.5 P "•H,~~ ~ ' - Q~~rj f BUILDI GIN PHASE S, RVEY SHEETFE~~ BOUNDARY DESCRIPTION. ? CHARTER ?
(TYPICAL) . .n,,~.y ' : ' ! ~ ' \ ~ W 41.2+/- ` , ~•r~' yw j' PROPERTIES
F ~ : ~j ' u. VA 5 So% ADDITIONAL DE~IC SWIM BUFF VICINITY MAP nvc.???
N 0 Q LL ~ r, .,Y~ J _ RY, ~q • ,r,. d p. . ( ' 4 f~ . .Ob6ac WETLANDS ~ `~;9 fi- NOT TO SCALE ~ /
RAL GIN .5 5 1~' ' '1 R,O,W° TO BE DEDICATED AS ~ . f .k - 29 ELE VARY. ''~'*r' ~ ~`.~QQ/ BOUNDARY SURVEY FOR CHARTER PRDPERTIES • s,,~ x ~ LONG CREEK TOWNSHIP, MECKLENBURG CO., N.C.
! ~ ! ;r` RINT`-., „735'1 - ! PUBLIC R.O.W. r. ~
Q~ i ~ ELEVA T,TN~ BQTY'4 CE TK' ~ i w • VAR T~8 EXIS,nNG DE: ' ' l 7 ~ - h.~. ~ ~ • ~ ~ ~ PHONEC(704)289A~1013 dOB OS50~B~TES, P.A. E A G L E S : ~1 ~ ~fsff c` \ FILE OC-TOPO.DWG., # os/~~s E N G I N E E R I N G
_ ETAI S BY . _ 43 )q' ~ ~ R) 7URA 1NEE i ~ l . I ~y ~ 9.0 ETAI ALL .u
1 74Z '°~.x 7415...,... 742. :S
, ~
.1 EXIT, RiV 741 HA AILS 1' . o ~C r ` ~ pCR05 4 ~ • 1, ~ r'~ ; ~ ' 4 2013 Van Buren Avenue ~w
/ ` . : REEZew , ' ~ r . • ~ ~ ~ • ~ Indian Trail, NC 28079
/ 74~{$ '~T41.5Z38.2 ~ ~ ~ 139.0 73 / ~ B / 26N ~ R' \ EVA ONS r. • : i ' ; ~ ? ~ . ~ a . e . www.eagleonline.net
r T / r 0.7 ~ ~ B OM WA r ~ 7q? r, ~ BP 741. \ L _ J VAR 0 TCH . i
1s3 ROPO G DE , 1~. ! ~ ~ 7420 741. 74 ' ¦ ~ ' ~ .
fFE 11 n A 742. ~ ,'V .
)d3.7 >e` ~ 7.c a 841.0 ~ 741.8 / S ' o 6 , +2.fi, 742.5 F' ~ 0 F 4 ~ i 1 > ~ ~ 743.",7 - ~ ; ~ ANDR rt. '
3 FFE ~ 74;1:+7 .i ~ ~ 42s. 739.0- r ' D ~ ~ x 742.67 S ~ / 2. ~ • ' PROPOSE LOCATION ~ 742. w,,~. 7437 . ` ~ a ~,~'r` LEGEND ~,AMD90gp~
~I/ i 4 33 r 1 742.0. OF CATS BUS STOP J ° ~k ~ 42.66 ~ .y , ~~n . SYMBOL ~ No.472 "
~ - l 7?~3.5 7426, 742. r~ WAITING PAD, SEE DETAIL I _ 1 ~ ' ti,~ .f . it ~y~;,..'~U ~~R~,;,' ?s.''f. ~ .%c,-' ~
11 ~ ~ ' > f ' j ` 73.34 ~ 738.Y :,•~a ! _ FFE FINISH FLOOR ELEVATION
8/L-4,0 OLDS #b0,01A 43.5 ~ ,
~ ; ~ J 7 O1 ~ - ~'~'z.. xs~ M1.., .742.56 r ~ ~ ~ SWAIE f , ~ ^nIM ~ A~ r ~ slur r„„~ E!'rs,~, ~ ~ ~ le T ~ BP ~~?rnml~
t 45A _ ~ 742.33 ° ~ _ TO • BREAK POINT 765.5
EXISTING PROP. LINE ~ n ~ -~°°°ej~.. ~T42.'~~ . ~ ~ , ~ • . r ~ ~ ~ .4, f~` , ~ 'L 7~ r ; ~ ' ~ 4 _ , . ~ ~N, x ~ 740.», ~ n ,743.4 ~ ~ . ~ ~ BP ~ ~ . E .
i ~ ~ ' , ' .
~ 6 FUTURE ROW OF FRED D i ~ , ~ R ~ T TW TOP OF WALL ~ v : f:
ALEXANDER BOULEYA ' • 7 ~ R . • .
I A9 ~ ~ r _I y f 743 6 9 1 sx*' ~ e.- ~ 1,ti , I '4 , e ~ ~ ; . _ ~ ~ l~:' R R ~ _ TREE PROTECTION
I ~ ! OB 28 . 1: 1 , ~ ~ , 3.75r 1 ~ r ~ V I ' T N ~ ENCING p
~ ~ o IDEWALK EA EM T r ~ RIM ~ ~ S S I ~ ~ ~ ~ ~ t ~ ~ ~ " ~ ~ \ C~ 111 ' ~ ;7420 , ~ . J f 1, f / N 1,5 ~4Z J' P S Fl A ~ n i--r
f ~ , f r - _ ~ c111, I ; ~ f , BP A- ~ 1! 743. RIM ~ ~ I ~ 1 I" .J ~f ¢1'> 74~8~ ;~`M PROPOSED SPOT ~ R3
~s 8.B b _ ' ~ Low - % 749 / ~ ~ ~ ~ y 'i . I4 . k ' r \ ~ . _ ~ : tip, 74r,o ; ~ eol , f-765.5 ELEVATIONS ~
f 1 POtN 43.5 ! ~ 5 D a EA5 ' ~ 9.2 4 ti 743, t~' a.:, 746.0 ' • I ~ r . f ~1 i , ~ 7438 ' _3 ~ 9. 4 RISERS BP A ~ t P. • 741 3 + - ~ l - w l • , 73 .5 ~ I / 741 n , J(
r TS 747. 75D•6 ' / ~ , BS 745 74s.5 r / 75bOfi S 747 - ~l 7 ~ , ~ ~ , ' - E VA NS AL TH TOP 41 BO C+ OF E Ail ARY, 9 RM EXISTING CONTOURS ~ c~ ' . MA fH RD DSED CRA S, P. ~ 1 / ~ ~
J l f ~ ~ BS .8. _ 7411:88 f W RISE . ~ 9.3 B3 TS 74 .1 ~ ,
0. , - 5 ~9i9.0 tJ' 744.4 HAND ~L ; `CR 27 .747.5 75 P i4 .6 39~i,!"`, 1, . J ( y t.•.•. t ' •F r..s' ~ 742.3 ~.I~r/
I ~ ~ - ~ ST~~. RIM t` RIS RS y ; ~ FFE ~ 1 ' X 'AND ' ~I' 747 ' 39.1, 0 70 35 f ~ ~ . ~ PROPOSED CONTOURS ~ ~4D.3 ~
745,21 . f 1 ~ I SIGN SIGHT TRIANGLES ~ i' ~ '~I ~ ~ ~
I 7A5:'k 7 .1 f ~ k.- 1, ~ ,6 I E~.. ~4 . IN PI ;T 738. E"'~A~ ~L i743.
7 ~ . ~ ~ ~ 750 751.3'aa p _ . . as ~ , , / 744,5\43. cl CURB INLET ~ 739:33 Fw,~"
i ~ 75,• ~ DI 32 ~ I f' ~ d 75,.06 , 'e,'"> RIM l
745.2 ~r ~ 1 ~ ~ ~ , TS .3 FFE 750.7 ~
A 11 ~ ~~G 7 S ~ 74 51. 7 5 740°4 39. ) I f \ 5 F 51 7i~ 751 750_ o ~`f-."; . 7 ' 6 740.1 73p.5 r DROP INLET
ACCESSIBLE PS J!J1PJ,?~ ! , I 56° ~ _ RAM ~ 1 f ~ 7 RI,.ERS ,r" - 1 1 ~ ~ ~
MEET THE STAN ARD ~ ~ I 33 755.3 753.36 H T5o.6 I 55• t _ 750.97 ~ 9 ~ ~-,~y ' t r' HW L ~ ~ HW 106 I -73A.56 1 T5 TOP OF STEPS
OF NCDOT D A L~. ' { 7 756.p6 ° R4M \ _ _ _ rypp~.^ °1 750.! 4M i 7407 _ ~ mHw ~ p0 )5D 18 V ~
SEE DETAIL 3 4 L7, ` ~ ~ 75253 t 751.2' 751: / ~ ,',T STOP.a., ~T~a ,3.~. ~3~'~~ zf rn ~ 1 ~ ' ,1 ~ + ~ l17ca,6~
~ I ~5 53 ~ { / o. 7 ~ 1 a 5 'i
t O r ~ P 'I r N E INTERSECTIO I r~GEM I ~ - `I I es BOTTOM OF STEPS
I , ENS ~ I ; SITE DISTAN E ~ _ - 752.6 ~ ~ I ~ _ , a 1 ~ I i ri-----__ . ~L'^~-~..~ ' I 739.5
f B 0.8 .9k- ~~V TS .2 75 740 tf LB 7 BS 751.12 , I, I , BUILDING NUMBER 9
f ~ GN RIM ~ ap S8 A 743.1 ~ 7 751. BUILDING TYPE
i TI I T q G EX S NG R GH , r 75z,8 ~ 1 ~ 96 )
IM F j3:_ ~ I TURN L E GNTO J 1 G 50.5 o , ~ - - ,3a ~ ~ L , 41 4 I ~ ~ y-- PROPOSED SWALE DATE: 5 FEBRUARY 2007 ~ I ~ ~ .739.56 75D:}8 7
YI 34A ~ ) RE ~ RIM - ~ I P S ~ ~ I : I " J 752.83 V n 750.7 P I ~ ~ ~ ~ JOB NUMBER:
, C V 751.
I: I ~ P 4. , r Q ?~T ~ - 1 .751,2 56 ~ R . T t: 751' ~'3,. >In ~ D ~ t F~ ~ ~ ~FFF~ ~'FE FOUNDATION WALL SCALE: ~"=40'
YA ' RIM 51.33 ~ .7 ' ~ i 1 53. r 7 ,O T40 ~ ~ ]E~~,(~ X50, 6 DESIGNED BY: JZR
i ~2 , , , ~ 7 1 _ r ~ , ~ ' 7 . :w DRAWN BY: DMV ,i 739. ~ ~ CONCRETE STEPS WITH HANDRAILS
I ~ , I ~ I ~ es APPROVED BY: JZR
r ~ C 573,4 ! I I swALE 1 to ~ 1 ~ ~ RIM 737.6 C6 54
I ARD CD 55.33' ~ 6 RIS RS d" ~ ~ ~ ~ 7 ~ ~ 1 I 1 i - f ~ 74fi.D.. 7~
tniTp 756.06 ! ~ 751.55 HAND I xf~ f PROPOSED NC ? R GH IGN I j ~ ~ ~ S 8.0 s~R~
~ I . P 75.2 ~ ; ~ ~ EI TYPE III D IVEWA(, 5,.0 , : , a 5 ~ A AILS
I 56, ~>b 7 ~ R SEE CLGS ~ iD.2~ ^ ~ 1 I I ~ , RENT' N
DETAIL 3/L3.0 { I ~ 1 + ` 4- . - . Ga 17 F , 755. T , ` ~ ~ r;
+ ~ ~ p 1 ~ 50, ~ I
t ~ ~ ` 1',~ I c ~ I ~
s ~ v l ' STOP ,
~ 75606 i „°,M • ~ . SIGN- ~ " ~ CB 53 ~ BS T43~3-- i RIM 739,0 RI5LR5
~ , MM ~ II { ~ 755 i~
rl ` 1 JS1~5 ~ O I ~ ' 54.38 „4 ~ 7 j t { I I T \ T FFE ~ FFE t r ~FDll N'"
I _'o ~P - 749.83 L I ~ ; r ~ 753, I 1 FFE 750.5 74.63 ~ , i; f ' <r~~ +7
I G 1 II ~ I ~ ~ ~ , . _ . ~ ~4t77 WrAS r~'~~! 73 749.D }V
{ I 11~ ; 3. / .~6 5 ~ ~ , I ~ ~ 753 RIM ~ MAINTENAN , ~
5 2% MAX SLOPE ~ / ~ ti : ~ 753 ACROS HANDICAP BP ~ M ,C~ I I l lI ~ 9w REVISIONS: ' S ~ Fw NO: DATE: DESCRIPTION.
I ~ 753.5 PARKIN TYP. X54.96 CB r,/ i ' ~ ~ ~ 1 5-11-07 PER MULTI-FAMILY REVIEW
l l y n ~
{ - 754.0 ~ V C,B 1B j ~ g~ . . c t,~ ~ R ~ 39 2 7-17-07 PER MUL11-EMILY REVEW „^r• 1( RIM
1 3 ~ I - I ~ FFE 19,5 ~ ~ ~ ~a ~ ~ ;'1 , 4 1 ~ IY ~ 755.07755.07 755.07 ~ ~ \ ~ r'~. - r - 739. ~ ' 752.D6 o ~q
FFE S 8 ° 1 1 7 54 4 . t l I I 754.4 GB 19 / dr~ >R~
' t 44 t RIM 3 ' ~ ; ,a ti ~ .50 ~ ~ I ~f ~y ~ ~ ° Z7
4 4~ ~ ; ;i,' ~ ~~.6 , 75,.,6 CALL BEFC}RE YQU DIG: ,1,
1 1 ~ ~ k`~; ' . ~ ~ ' .9~ ~ ~ '~'~B NORTH CAROLINA ONE CALL CENTER
SHEETTffLE:
a r~ ~ ~ 746. i r' ~ r< ~ >s, I 1-800-632-4949 (ALLOW 48 HOURS MIN.J
. C . 5' l „ F ` 1J9.D \,i~ h Fc,~ .h FINE GRADING
i 1 1 i 1 ' ~ ebH~IAl•~A SEC . ' ' . ' r~~ \ \ 5 ~ ~ ~ _ -
ti 7t r -S: AV AREA I -yJ ~f f /i1139.._.~ ;4 iat.w BP N Section 1 P( . r
G7745.5 1 ~ ;11:ACR~S n 40.2
~ ~ . ~ tIS 7 ad {~~J :Q. Is 7 GRAPHIC SCALE
H AILS
4a 38 ' 0 20 40 80 160
RIM 74 / 3,7 r~ PW OSEb iR£E / r7453
V \WV\ 1~ -'--A'

VAR TGA FX1S11NG GRA E, ' tir;: ' 7 i \ f
p NR INEE NA' •~-a"~ \ / 1 ~ ° PRO OS PROPOSED TREE ' ' .r~,- W.T Harris Boulevard
ETAI ALL ~ • ! \ O . TIGNS ~C ~ SAVE ARE. AL . ~ o ~ ~ l SAVE AREA o
•4f / \ ~ • ,e.. ~ f• S~ ° ~ ?"I I ~ .225 ACR F ! , ~ "'1` 0 t (.225 ACRES) • f o o~
EXIT. \ ~ O~ ~ ~r / ~ • ~ ' / r y, l .4 ~ ~ ~ a~ Perimeter PofK
ACROS ~ ~ ~ ~ ~ REEZEW ` ~ . / r ~ •s ~ ~ fi ~ a
73~•° 73 . n, ' ` 0 C 1 ~ SEWER EASEMENT F ~ a ~ ~ D. . , 4 R R e ~ . ~ ~ . o ~
A NS -R _ - n X1.1 . r.'r"' x, ~ i ~ ~ ~ i - ~ aG.7 a oM wA ~ • ~ ~ . ~ ~ U I ~J~ , ~ ~r' ~ y ~ ~ 30 CONSTR CT ON EASEMENT EASEMENT ~ ~ 7, ~ ~ e
' ~ JL J~,m.- _ J VAR G TCH ^tt . ~ ~ ` :^'..f i;F` • . ,r , ' / V t.o3 ROPO G DE ~ T~ ,z. 5 ~ ;,`r; .'f; ~ ~ ~ ~ ~ ~ ~ d~ str~ R]?GENBOGENASSOCIATES ~ %,\a~ i ,o~.r Land Planning Landscape Architecture
f ~ • ~ .Z Urban Design
- 74,,6 ~ - ~ f ~e` 'e7, . V 1 a Y . G e / ~ ~ °.m ~ ~ ,
~ " ANDR ~S: • ' ~ ' : • . ~ : ~ . • : • r s~ 100 SWIM BUFFER - • 739.0- r• r ~ V ~ \ i / k Y yY y{ ~ 425 IM BUFFER ~ ~ Q 1318 CentralAve., Suite E 7 ~ `~,r n Chadatte, NC 28205
42.33 °.-4f~ ' . f \ 1 ~ t ~ ~ .,7 - . , f,~,• , y ~ .OSac WETLAND, ,~,,r w (ETLAND3 i v Phone: [phone]
742.0 ]I ' :l ' ,9.~ ''k ~ :101/ r r 742 Fw • y : f ; y , . ~ .234C WETLANDS f` ° Fax: [phone] ~ ~ 'ETLANUS ~ r
. _ 735 . • . • . . • r y~ y .5- :og ~ wETLANas ' ' 'ETLANDS - ~ Email: jz~ra-1a.com
oy, . 1 '720 ./1/1j to ~ 1 ~ y
~ . ~ 1lh1/// ~ '742.58 l' F' oLurE- C';: •1. ' ~ l1/RI~' ;~i' i ,n . . 3e ~ ~ ~ ~ : . . ? CHARTER ?
~ ~ - ~ . ' . / Afi nIM ~ . ~ 1 742.33 A T a s 45.4 T0~' k . ~A.
• 'r • ~ ~ ~ / I ~ 1411 .~"x~ 'L: ?Y 1. ' y PROPERTIES
. r' f ( ~ R 1 I 1 :n~iuinlY~/i i f { Y~G~:.. ~ •'~r:~ •r ~ Mrs` INC.??? A . ~ ' „ VICINITY MAP NOT TO SCALE
~ 1 / -r .Y`:'.' ~i x/11 rMU~~1IRr i'•' h t / ~ 1/ ~ i/rt !1 / J 2 r Y 1/lnlyt,l/in/`,n/ti:ut1/ i ~;Ji+ .
y ~ x:35:• BOUNDARY SURVEY FOR CHARTER PROPERTIES • LONG CREEK TOWNSHIP, ~1ECKLENBURG CO., N.C.
~I ( . • ,?F• BY F. DONALD LAWRENCE do ASSOCIATES, P.A. • f J y~ r PHONE (704}289-1013 JOB N0. 1482, E A G L E
~ ~ ~ ~ : • : • : r ~ GREE~VVIfA~~ CO~I.I:..C~l~N: 1., . . 9 FILE ao-TOPG.Dwc., # os/11s E N G I N E E R I N G
. . 3.75 ~ ~ ~ , ~ .r,5 I K'. E YLA ER CE ~ .111/;;'4,. ~~(I ~ 4 /j, fl~e'I 4i. q05 '~N~j4f.$ •4y. I ~ . / S ALL BE OVl A ,f: ~ .
Q 1 ~ 1. / Z N ~ ~ i^LL '41,17 f~• fl GRAD hlAi N OR ~ gw ~35 • •1` 1 , . 01'.11 \ ` ~ : / 417; ~ 15x SL FO DIS N F ~ / I ' S.FVATIQNS Pt ' . . . i ,
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a 7 5~ u 8 W. T Harris Boulevard
7 I,I`-~
ti.J ~ I ~.1 / ~o ~o~ ~15E a
d ~ ~y Perimeter P°{~
•
i ofi
P ~0 Bl d. REGENBOGEN ASSOCIATES
s1r~ Land Planning Landscape Architecture
~ ply Urban Design
--J 1318 CentralAve., Suite E 7
Qt ~ Chadatte, NC 28205
Q Phone: [phone]
° Fax: [phone]
0 m Email: jzr~ra-la.com
? CHARTER ?
PROPERTIES
VICINITY MAP NOT TO SCALE
BOUNDARY SURVEY FOR OHARTER PROPERTIES
751 . LONG CREEK TOWNSHIP, MEGKLENBURG GO., N.G. BY F. DONALD LAWRENCE & ASSOCIATES, P.A. E A G L E
PHONE [phone] E N G I N E E R I N G
JOB NO. 1482, FILE 00-TOPO.DWG., # 06116
STEPS
2013 Van Buren Avenue
Indian Trail, NC 28079
[phone]
LEGEND www.eagleonline.net
~f
• 19 n l 7 , ~ SYMBOL CA r(~~~~i
~ I Lsox ~ x ~ r_---
x 7 ~ ' ~ PROPOSED SIDEWALK SEE CMLDS#10.22 `""~S~AA ; Q.. o F % y ~w4 Py M.
TE L' , x ~ .r ~ FEN ~~~k~1; x = ~ No.472 ~ ~ * =
Ili~l ,.III ..x `M x
~ • % ` FOUNDATION WALL '`"'W
i, x MODULAR BLOCK RETAINING ~ ,,,~i/
x....~--'"'.x 1... x-~.?- % WALLS TO BE DESIGNED BY Q.,~'~~lrlii+++~~~~
d~ L.1 STRUCTURAL ENGINEER
L _,,,.x x
t~ x FENCE ~ U
G
YP,7 EIS lT SHALL
DINTS OOL DECK M a~
= PANSION ~ P AWAY FRO kX AL SLOPE TYPIG L R1M AT A HANDICAP UNIT AND UNIT TYPE ~ ~ ~ O
_ C THE P00 F - LADDER lN1M~M 0
~ AM lN0 ITVP•l ~~1.OO~l PROPOSED SPOT ELEVATIONS
LAND } ~2 5'X5'
a,oo ~ i 751:33 ~ ~ ~ n
~ ~ is SAT a RAM E gp 75~ BREAK POINT ~
AX. SLOP a ~
M ANT)RAILS I H. I WITH YARD INLETS ~ ~
HSt OFr, ~ EAG LEAK aoo POOL YI ~
A8" MIN. ~ All5 _ ~ EEN HANDR SEATS _ as
BETW p TS 753 TOP OF STEPS
BS 751 BOTTOM OF STEPS c>a
x 1a5
NDRAIIS POOL 1 PS WITH HA CONCRETE STEPS WITH HANDRAILS C~
E' STE ~ ERS STEPS ~5) g Rl5
} 5' TREADS
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LADD
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a 7~~•~6
DATE: 5 FEBRUARY 2007
13 q JOB NUMBER:
C 1N0, SEE RAIL GT~S DE}'Al
HITS ARG IRED FEN SCALE: 1"=10'
FOR REO~ GHES , YI 3 q- DESIGNED BY: JZR
ES, AND lAT GAT x ~ DRAWN BY; DMV
n ` F APPROVED BY: JZR
G % x
x--^^"'~
FENGE x--r'"" _ ~t-^^'~-
x,,.~" ~ - x-^"'"~-
f x-~".""~
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REVISIONS:
NO: DATE: DESCRIPTION:
, 1 5 U 07 PER ~1UL17-FAMILY RENEW
oxES • ~ MAIL 6 ~'i 2 7-17-07 PER MULTI-FAMILY REVIEW
0 - a._.
0
,i
SHEET TffLE:

~ P00~
1
Plan
TS 7 N
BS 7 GRAPHIC SCALE 5 .0 L 10
6 RI 10 20 40
' ~

W,7 Norris Barrlevard
R ~
b 0 0~
f ' - _ SI ~'-~..t _ C `ti . m~ ~r z.9s rUR ~ _ PLANT LIST µ3 y Perimeter P°~
1 CFO v
~ y~•r ~ KEY QTY. BOTANICAL•NAME COMMON•NAME COND. SIZE
M~ -.fir/ ~ • IO qIV ~ ` Trees q C 0 g d.
. R,~ . ~ G~_ P . ~ ~ ~ NF G r _ St tE REGENBOGEN ASSOCIATES
+ \ 1 , I F ACRU 10 Acer rubrum'Armstron ' 'Armstron 'Red Ma le SMALL MATURING STREET TREES ~ ~ ~ ' y'. -a, 9 g p PROPOSED DUE TO OVERHEAD •''r ~ ,~~.R.~;r~. ~ s~Guj1~?'r;:.•: ~"i CRJA 21 Cr tomeria'a onica'Yoshino' 'Yoshino' C tomeria B8,B 2-2.5" cal p B&B S' MIN. HT, available at Hetners t ~y Land Planning Landscape Architecture
, ELECTRICAL LINES (OE) IN - - ~o ~ % ~ 1u ? ` ~ ate`- ILAT 13 1lexattenuata'Fosteri' 'Foster's' Holly B8,B B' MIN. HT. 4' clear trunk ~ Urban Design
SOME AREAS. ~ - . ~ ILAS 3 Ilex x attenuata'Savannah' 'Savannah' Holly B8,B 8' MIN. ~ ~ 1318 CenfralAve., Suife E 7
EXISTING ~~F,'~i11Yr 1~°/tP.e;'~~i'iJ ~ ~ CECH b Cercis chinensis Eastern Redbud ~ Chartatfe, NC 28205 B&B 8' MIN. o
EOP ~±~rr s ` , 2s. Up/AN MAGR 4 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 88,B 8' MIN. ~ Phone: [phone]
EXISTING CENTERLINE ~ ~ • . ~~l ~ ~r jON>r k f ~ • ~ ~ FRXY 17 Prunus x yedoensls "Akebono" Yoshino Cherry v Fax: [phone] B8,B 2-2.5"CAL. MIN
a _ % • ' • " ULPA 27 Ulmus parvifolia'Allee' 'Allee' Elm Email: jzr>q~ra-la.com B&B 2.2.5"CAL. single stem specimen. 5' cleartrunk
~~":"~~s - • ~ ULY b uercusl rata'Hi hbeam' Oak•Hi hbeamOvercu ~ f.~. Q Q Y g 9 p B&B 3.3.3" cal. single stem specimen. 5' cleartrunk
' f3~1~.IN%~- . J •.~.~.~:-~~:~:1 ~ 4.54 AC GREENWA : • -9a MYCE 1 Myncacenfera Wax Myrtle BRB 8' MIN. multi stem tree form ? CHARTER ?
PROPOSED R,O.W, FOR FRED D• ' ~ ~ ? ~ ~ DEDICATIO REA ALEXANDER BLVD. TO BE y ~ ~ \
' ` DEDICATED AND CONVEYED - \ ~ : _ ~ Shrubs. VICINITY 1~AP PROPERTIES N4T TQ SCALE ~C,???
! ft~ ; ~ ~ ; ; 0~ RbR~SED TREE SAVE ARE GRADIN(
+ ~ •Q , CUI7111;CIRCULATION,SIDEW LIJA 132 li ustrum'a onica li ustrum ~ 9 Jp 9 ~F~ ''t+r i7 r'.r.•'•~' ~ UTILIT R KPILINGOFCONSTRU vo l ~ ~ .~ti~i. P.fa.SF!,wN .y rp . ~ r. 5 gal. 3D" MIN., 5' O.C. BOUNDARY SURVEY FOR CHARTER PROPERTIES ` `7~' LONG CREEK TOWNSHIP, MECKLENBURG GD., N. C.
r ~ . %~C~rrS ''3R~e rAP•~~AEt'.r . ;'s : DEBRIS OR UIPM~NIS IS PERMITTED IN TH t 1 ~ r ~ I ~ ~lrr 1 ~"~Cc%~~~1` .ti \ BY F. DONALD LAWRENCE & AS50CIATES, P. A.
r ~ l 'i. • .r,:~ rH.: . • - ~ TREE PROTECTI REA~` P. t r 1 ~ h PpWERroIE I -.•"tA,y, 1Pr..3F,,,r. ~,,y t, t f EDGE OF SIDEWALK J! N TO BEREM04ED \ .~R''ii~•%f.: „y` ~,~r r I I ti ~ PHONE [phone] JOB N0. 1482, 1 3p 5T g>~,y FILE OO-TOPO.DWG., # °6/116
1 I~ ! 1~\ va ~ o'•~`- - . PROP05 EMA Fl~Oq i tl ~ I Ir ! ~ 17-PRYX I t 1 P~aa~~%~-:~• • r I`A~ o,r t ~ t 1 l ~ • - • . , r ~ ,;,,A F~IINGE LINE \ , r t rjr'r'r tr I0~'F ~ 1 ~IpF - E N G I N E E R I N G I:I I STREET TREE REQU REMENTS:
2'6"CURB AND GUTTER ~ ~ r ~ \ 1 ; : ~ f - • ALL OFTNE,GREE Y AREA SH~ ON THE REZONING PLA E DEDICATED AND CONV r , t ! r I rr I - I 1 r - ~
B' PLANTING STRIP - ~ ~ : ~ . ~ . TO THE MECC1rtNBURG UNTY PRIO~fTO,THE ISSUANCE OF A C.O. FOR ULT4FAMILY b`SIDEWAIK o i F'` a~ .r:!`.. •?ib.,•,~ ~ Ef~9g ! 0"" ~Rr'G'd BUILDING IN PHASEbA~E.3 RVEY SHE 80UNDARY DESCRIP110N, t r ~ 45',ugNA ~ ~ ~e Total Length of Frontage on Reames Road= 1,088.33
% may, .'~r~1; ~ : - • ~ (TYPICAL) ~ r - ~6~ : _ . '~z ! 1 r J r (r + I' zoNE (rrp ~ 'r , Number of trees required= 30 2013 Van Buren Avenue
_.j ~~..,•,t/„~,,,;~~', ~ .x- 50%ADDITIONALD~ SWIMBUFFF~R~~~ J t t ! r ' ~,a ~b, ~ ~ • ,Obbac WETLANDS `9 ~ J ~ . t rr t ~ Indian Trail, NC 28079 1~, Small-maturing trees proposed in areas with overhead eiectric (OE)=17
' u'REA qRD ~ ~ 1 ~I ~p.• ` ~ f R.0•WTOBEDEDICATEDAS I 1 t: • \ ~ 11 • ~ r t r s~'M 8UF 2$' Up [phone] t II II ~~az°N~ Number of trees proposed=30, spacing varies=25 O.C. for large maturing wa~w.eagteonline.net
PUBLIC R.O.W. ! f / , • , - BUTTING ''`i~F ~ ~p ! tt f t j
! ~ ~ L~ i C A G EEkei Y ~..-7, ~ ~fj 11 r Ir~rr „r and 20' O.C. for small maturing in groups. I t I PROPOSED TREE
Q r w _ PE 4.3 1 e. ~ ~ aC t" t r i r SAYE AREA t . (.225 ACRES) ` ~ ~ . ~ ~~*,111I I !1111/!
t ! 8-LIs,A S - . J Q9' fin/ °n l7~ t I r I I ~ ~~f NTERNA~ TREE REQU REMENTS: ,~~`'~~.~~~R~~''%
~ ~ i ~ ; ~ roo N~' ~0 J ! r I t 10' PERMANENT SANITARY ~ ~ ' ~ Q~-,~ ~xosc ~ i~ ~ 11 SEWER EASEMENT h~ ~ ~ ~ e ~ C~~' ~~o ~ ~~~~a
~3U'CONSTRUCTIONEASEMENT ~ j°~~ ~f r Impervious area:488,55fi sq. ft, : ~ s • -
yM a ~ t ~ ~ E x ~ :~z T r ~ ~~ry, 1 tree required per 10,000 sq.ft of impervious area ~ No.472 ~ ~
Q r / r ~ ' ~E,. ~ ; ~ t ' ~I Too~swlMauFFER Impervious area / 10,000 sq. ft.= 49 internal trees provided ~ ~
PROPOSED LOCATION t f ~ ~ I ~ p~;:~;'..•.~ _ \ ~1: t + I . .asap wETlANDS - ~ ~
OF CATS BUS STOP, ~ 1 ~ ~ J ; i /~;t;~. jJ~~' ; .~f 1 WAITING PAD SEE DETAIL • '`~_~23acwEr~aNns ~ ~ Internal trees proposed- 80
l~ - ~ . 8/L•4.OCLDS#bO.OIA 1~ ~ s<wS-~~4 'I ~ ~ r - :o~PwEr~aNDS ` r> ,a Landscape area= 441,522 sq. ft. Inllllu~~~~ f•' yr:~~''`" ~ Total site area= 894,607 sq. ft,
d 9-ULPA - ~ I". _ , r- ~ ` 7- I A k `'~°~-a~ E '2 ~pA / Ta ~ I :•e - ~PROPOSEDTREESA`~Fp ~ : ~ ~ 3~ ?s°E EVERGREEN TREES; 't
EXISTING PROP. LINE ~ r ~ ~ a, . ,u-~ , . ~ ~ , ~ E , ~ - , - J t_ ~ . 2.31 ACP._5 dM ~ n j~ ~ ,
, ~u ~ ~ ~ , y , ~ - / ERMITTENT _ ~ r ` ~ ~ 25~ of total trees shall be evergreen
FUtURE ROW OF FRED D + j, \ ~ j i r' ~ TREE PROTECTION .,;;w~ - ~ ~ , L NEB VA ~ h ~ ~.I I ~i. ~ ~ r + I i~PORTANT STREAM I G A EXA D R OULE ~ 1 ~ , l FENCN . / 1. I Iv ~ ~ ~ 'VEGET40YE ,,,,;~!"r`•"'. ~ \fy~~ ~ Total number of trees= 110 Total Evergreen trees= 30
~ ~REk R. ~ . ~ , ~ . + ~I 1 ~ rp : ~ B<lFFER, PER ~ - , ! r I I , , ~ . fir- I ~ F'~~ q . . ; ~ ; Percentage of evergreen trees= 27~ ~ aj tr
I~ ~ ~L-s'lllLY i C~NDITIONA. ~ , 1 E - i / r ~ r ~ - ~ l ~ ; •,1.,.00 i ~ RE ONING)~ 16-LIJA y~ wi~~:4~~I~Itr'~'.•.~.~,~.~:': ,~~:r~ Attention Contractor/Landscaper ~ ~
SIDEWALK EASEM - ~ ~ - , ~ O ~ qa :....~~~~i~ It is the responsibility of the Contractor/Landscaper to notify the ~
, I I . L ~ ~ 9 ~ ~ I I ~ r~ `~7 ~ / ~ ~ _ Urban Forestor, Stan Armstrong (704-336-6769) about any site . s
r y ~ ~ ~ I 18 LIJA '~I / , , 4. I ~ _ , , -j ' • _ Jj a t ~ • ~,q,~ ; conflicts that affect tree species or locations prior to planting ~?J
. ~ ~ , j ' ~ :4. , ~ 2 IPA , 13_LIJA ~ 4 _ trees. Conflicts re ardin si ht, si ns, overhead owerlines or an n ~1 _ ~ ~PROPOSEDT ~ ' ' ~ 9 9 9 9 P y
. 1 _ ~ + ~ ` LILE~~ i a~--~:
r ~ ~ ``t--~1~i~;=-`~ ~ apyE:Ar~A:~:. f ~ ~ ~ t~ other utilities must be coordinated with the Landsca e Architect . ~ (r,~,~
U~.1 ~~i qIV ~ I~ .{.981tptE~l : ~ also. y~ n O ~ ~ 'z-LI -
tr ~ r , ~ ~ I Y1 ~ TR~H~GF°~- ~ • STANDARD TREE P~A(~T NG NOTES:
l ~ ~ ~ I - I _ ~ I _ , ,
ACCESSIBLE tii PS MUST I I MEETTHESTAh ARD ~ ~ H \ t I I, 7 a ~ ~j !t~~ ~ :l ~ ~ 1. Minimum tree size at planting is 2" caliper (far single stem ~
J 4 s.'-1 i - I I 1.__ ~ ~ i. ~ WHW 107 ~ ~ ~ OF NCDOT D A I I I ` ~ ~ Q "1 i
SEE DETAIl3 4/L7. , ~ ,1 m r ~ \ I ~ _ / ~ ~ ~ ~ + - I ~ 5 ULPA ~ SEE 11 ~I / ~ ~,.4 ~ r ~a ~ ~ P »c ` required trees). All multi-stem plants must be tree form, maximum ~ aJ
. 4OOL, jl ! ~ ~ ~ I-~ ,f~ -CRJA INTERSECTI ® EMS 1-ACRU 1 ' , BlKfIt4C~(,SEE ~ ,f , 3 to 5 trunks, and minimum 8' tall Mulch required; ' ;~aAaal~.o
' I 1 ® EWLA'RG r,- I r ~ r'~-ILA ,1 SITE DISTAN E I _ - I i - f: i (''~j(? , , ~ Y' staking/gauging is optimal. "1
r yl I ' ' - L ~ ~ I ~ j t ~ + ! ~ ~r ~ I t I + r - ~ ~ , 17-LIJA V / ! ! ; ~ .J-~ 2. All stra In and to 2 3 of wire basket must be cut awa and ~ PP~ 9 P / Y
G I I ~ ~ i EXISTIN RI HT f ~ T Mlt~.~ I I GR_~--- s, I t r t , ~ ~ _ ,
TURN E ONTO r I ~ ~ i , r ~ I t r , ~ # of F BL PRES J~ I . ; ~ L ; II I j J It ~ ! ~ ' ~ ~ -~'1 ~-i YP.-` i -o~e~' . ~ 11` s, ' % removed from the root ball prior to backfilling the planting pit. rn:- ~ ~ f ~ f~,, Remove top 1/3 of the burlap from the root ball.
~ I ff ~ h""~ : 1 I ! / r i Ee r ~ ~ ; 3. For new planting areas, remove all pavement, gravel sub-base
E W1D I ~ u I L~ ~i - 1 1 i 1 ~ f a 1~~ VARIA ~y- I G ~ ~ I III ! ! I / ~ r - ~ ; ~ ~ ; r~' and construction debris before preparing soil and planting trees.
1t _ ~ I S~ i - - I I + I - , I i ' 1i ~ ~ PROPO~EDTREES, E fIJ I' 4. For entire 274 sq. ft., remove compated soil and add 24" of
~ 1 , I~ \I I I I I I///"- k ~ ~-I i AREA ~.10 ACR I~ ~r rr ~ r „
I \ ~C 2D MIN e ~ v I I ~ 11,y ~ r _ .11. ~ _ ~ t } 1 ULP ~ r ,~-r _ ~ ~ , t ~ ~ l 1 y i:.: , `new topsoil/planting mix -or- uncampact and amend top 24 of I t
I RD CD ~ ~ DFF RL j ~ PROPOSE N I RI IGN _ _ _ ' \ i r ~ ~ II uS ~ , r ~ existing sail to meet topsoil/planting mix standards far trees.
C TYPE III D IVEW I ~ , _ - N 'v v WATEk OUAIPiY \ 1 ~ L r, L~~_ I ~ % ~ ~ t DFTTNt'ICiJi ~ ~ ~ ,>I ' ~ ~ Q ~ ~ 5. Large maturing trees may not be planted where there are
SEE CLDS #10.28 I ,A 1-r -rte I ;j ~ A 1 . j i 1 ~ i v DEIAII 2/L3.O J I I ~ r / , ~ I ~ ~ ~ I / 1 I 1 1 ~ ~ , ~ ~ ~ " ~ ~ ` ~ ~ f overhead distribution or transmission lines. If trees conflict with PATE: 5 FEBRUARY 2007 r^~ ;h;
~ X 1 1 2 A J \ . ~ ~ ~ , power lines or signs, call the Urban Forester to resolve BEFORE
I ~ 1 ;11,1 11~`, ~ v I I I ~ ~ I I I I ~ t I 1 ~ ~ ~ - , ~ r ~ ,If ,r , /r planting. JOB NUMBER: I
30' MIN. FROM LIGHT ' I I , l I I I 1 I t~ 1 ~ - J r; ~ I I t 11 I 11 I' POLES TYPr ~ I ~ ~ , ~ ~ 6 , ti, 1 I ~ ; ~ ~ / , L~ o+ ~~ij~ 6. Adjust required tree locations to avoid underground utilities. SCALE: 1° = 60' J ~ i
I 19 I r ) ~ Plant 15' from all underground utilities; sanitary sewer, storm DESIGNED BY: JZR ~
1 ~ -*-T-Ir ~ ~1 ~ 2 10 ~ + ~ ~ ~ 1 ! ~ ~ 1 :i "I r YCE ~ , I ~ , / ~ f ` _ ~ ~ drainage, gas, water, phone, and electrical DRAWN BY: DMV
I II II \ ~ , tl ~ ~ ~ ' , \ 1 d~ ' ;:Z+' ' ~ 7. Call Stan Armstrong, 704-336-6769, for an inspection of tree ..u 17 ~ APPROVED BY: JZR
r m I I I ~u D - y ~ l ~ y ~ t 1_ ~ ,f^ , ,I ~ - ~ I ~r ~ V ~ ~ ~ planting areas 1 to 2 days before the temporary ar final Certificate
I 4 ~•~l 11 I ~ , 1-ACRU ~ ~ r I I ~ ~ } ° ov ~ ~ of Occupancy is needed. N
' 1 ~ I I 1 ~ ' ~ ~ ~ 2 ~ ~ 1 CRJ ~ ~ ~ ';i NM It A ~V ~1 ® ~ ~ I ~ I ;l , +w.. ~ ~ I I vv~~~ ~ v ~ ~ ~ ,r ~ ~ ~,h ~ '•1 8. See sheet L8.1 for planting details and seeding specifications.
J t t1 S "2629'E ~ - t ' I I ~ ~ ~ ~ " ~ INT RhAI ENT _ g, No lights or poles are permitted within 30' from trees.
1! t • 1 ~j 16-LI I , ~ , { \
~ ST E/4M 10. Tree Protection Note: Tree protection fencing must be in place
44 I ~F MAGR r rr`/ l' ~ r prior to any demolition, land disturbance or issuance of a grading
r ~ ~ ~ A '1_ , Ru ~ i ~ permit and shall include warning signs posted in bath English and
~ -CRJH ~I1 1 , ~ P~t01?0 TREE: - ,G~ ~ ~ ` o' ~ MIN, t~ ~ ~ ~ r / / tl } I ~ : $A11f - tib C E ~ BLDG. a~ ~ ~ / ~ f ~a ~ t~ Spanish, as follows: "No Trespassing/Tree Protection Area/Prohibido
i - ; ~ ~ ~ - + os Entrar / Zana Protectors Para los r~rboles.
tJ 1 , I N . „1 -ORES).. . ~ \ i - ~ I , - . , - I ~ ~ , ~ r
I ~ ~ A~ ,3D' / ~ r , r I ~A A~ / BUFFER REQU REMEf~TS: ~ ~ ~ 30'STRF~1,~ BUFFr:R I
f ~ ! ~ ~ l 1 r• I ~ i
I , ' PIIOFO$ED FREE::' ~ ~ _ , Q.I : ~"AV~ AREA:: ~ ~ ~ r , , ,d r ~ ~ ~ 50' class "C" buffer reduced 25% to 37.5' with a 6' fence; ~ a I~ ,
d, ~ ,A ~ i '1 340 linear feet.Trees re uired 9 er 100 LF = 31 ~,r,~, ~ 5sa ~ ~ 1 ~I q P REVISIONS:
I i ~ A, , . . ~ ~ 'i.~ w~ ` J~ 1-uL l ~ ~'j { ~ Trees proposed=31; 13 large maturing trees (40% min.),
r AC ~ ~ ~ ~ ~ ~ ~ ~ i'; ~ 8 evergreen trees {25% min.). NO: DATE: DESCRIPTION:
EXIStI G R.O.W. , ! ~ ~i ¦ t rr ~ / 60' W TH \ FUTURE CONNECTION TO- _ :V ~ I BE ADD~C !"!!•+FN ~W - \1~ ' ~ ' 1 5-11-07 PER MULE-FAMILY RESEW
r ~ , F ` I ~ ~ ~ LEGEND
1 ~ ADJACENT PROPERTY S-DEVF,LOPED .p ~ ~ ~ ~r,.. ' r t~ v FUTURE SITE EMRANCE ~ ,p ~ ~,I ~ ~ ~ ~ ~ ~ l: ~ ~ ~ ~ ~ ~ • ~ 2 7-17-07 PER MULTI-FAMILY REYIEW SYMBOL
PERIMETER TREES WILL 8E ~ ~ ~ ~ %I ~ , r 1 JA l PROPOSED ROUGH GRADING ON Y PLA r ~ ~ 1 NTED WITHIN 1 YEAR i 1 r~ - ~ ' r ~ ; PROPOSED SITE LIGHTING
•1 I d i i ~ 1-ULPA ~ 3 , ~ • OF GRADING OR ~ i i ` ° ` .~-ULPA ~ PROP~7SEO~iTREELINE i'N,IASE
\ COMPLETiTION OF 1 i - f \I ~°t. + MIN. FF' - ? ~ ~ 1 1 / 1 PROPOSED BUILDING. ~ L, l ~ r Gr ~~y l ~ 7~ '~C`- ~ ~ -of-"~- OVERHEAD ELECTRIC
i ~ 1~ BLDG ~ 1 N~~ r ~ / T ~ ~:a 1 ~ / AL 2-C 9-`~C ~ r l f d a-~~,_. ,o,~~ . 'v ~ r PROPOSED STORM DRAINAGE AND DRAINAGE STRUCTURES
V V t Os ` ~ - PA ~ ' V
• \ \ PROPOSE TREE G ~ ~ \ \ A wiaa s• . ~ ~ .W \ _~q FE a ! J j ~ _ PROPOSED FIRE HYDRANT SHEETTffIE:
_ xr • SAVE AR , `;a ~ 2-CE s / .s ~ a ~'n a: ~ rr , ~-CRJA ~ 1 ,i ~[W ? % ' ! ~ PROPOSED METER AND AE30VE GROUND BACKFLOW DEVICE DE , J C0 PLANTING
~ ~ ~ D ~ 3 I ~ - C pA . , , ILA LW ~ ULPA AT 572.
YV1 _ s ' BA ~ .0,9 ~ 9 5,,, ,r !i ~r . , ,
60' PUBLIC R/W 2-ULPA J o' I- UL v ~RoRA AD CALL BEFORE YOU DIG: ELAN SEE ST D. #50.07 . A LDS NORTH CAROLINA ONE CALL CENTER
5 SS ER REDUCED 257. , w r 1 J 4, 4p 0 ODEN SCREEN FENCE, SEE DETAIL 6/1.4.0.
~ ` ~ ~ ° - U;RED SCREEN AND FENCE AND POST SHALL rn
? 2- C JA LSE FIELD LOCATED TO ASSURE OFF SITE DRAINAGES ? / FEF' 1-IL „G 9V WILL NO'F BE OBSTRUCTED. FENCE TO BE LOCATED , 50.08 A'8 e 1-800-632-4949 (ALLOW 4$ HOURS MIN.) N
40 ?P5 ' WITHIN THE INNER HALF OF THE BUFFER EXCEPT `Q SETBAC 3-IL W
? 9 1 - LPA WHERE GRADES MAY MAKE IT NECESSARY FQk PRG ;,rOSkD EE LINE ? VP /r A
` ~ P, w~ THE FENCE TO BE LOCATED SLIGHTLY IN THE /r 3a 5C + OUTEU HALF TO BE MORE EFFECTIVE ? . h --A = u GRAPHIC SCALE L900
Q. 3. 30 PROPOSED AND -WIDE DRAINAGE 0 30 60 120 240
! 35 1 EXISTING TREE CHANNEL, CARRIES 18 ? 61p ? ACRES OF OFF-SITE WATER

THIS PROPERTY PROPOSED SIDEWALK SHALL ABUTT THE SIDEWALK PROPOSED
BY OTHERS TO THE NORTH. IF THE PROP05ED W.T. Narrrs 8aulevard
IMPROVEMENTS REQUIRED BY OTHERS HAVE NOi BEEN COMPLETED PRIOR TO THE COMPLETION OF PHASE I a
APARTMENTS; THE OWNER MAY PROVIDE A BOND FOR THE o° o~
COST OF THE OFF-SITE SIDEWALK EXTENSION, k~ y Perimeter P°~ m
o~
y i ~ o
~1 IO 3~ l GMs B d• sib REGENBOGEN ASSOCIATES
r ~ ~ ~ ~ 172,ss' ~r ire s:•- U e t A~"Y Land Planning Landscape Architecture
: `.fir RgF~ ,.y , p~ • Urban Design
~ n 0 ,.~i~jz,;; q~, ~ 13t8 CentralAve., Suite E 7
Ra v,~ ~ NF G~ i' 4 Chadatte, NC 28205
, ~ a~ s. Phone: [phone]
Fax: [phone] m
(p ~r~ . Email: jzr~ra-la.com
r, t,~ •1:• Np EXISTINGCENTERLINE i ~~'a . ~ I ~ . ? CHARTER ?
I ~ ~ - PROPERTIES
~ ti VI ~ I N ITY MAP NOT TO SCALE ~C'???
~I ~ if's' 'h •'x''~4:' 4'. • ~4 •~~~''IM'~'•~~ 'ti; a.59AC GREENWA BOUNDARY SURVEY FOR CHARTER PROPERTIES
l4 ' ~ r.`„ PROPOSED R.O.W. FOR FRED D. ~ ,r; , , DEDICATIO REA ADJACENTPR4PERTYLINE LONG CREEK TOWNSHIP, MECKLENBURG CO., N.C.
ALEXANDERBLVD.TOBE y ~ , , ti ~ DEDICATED AND CONVEYED ~rK~ R' Z~ SANI BY F. DONALD LAWRENCE & ASSOCIATES, P.A, E A G L E
rARY ' ~ • r ~ 00 R SED TREE SAVE ARE GRADING, ~ r`AS~' cr PHONE [phone] E N G I N E E R I N G
M~Nt •k,.• • 'Oy, CU CIRCULATION,SIDEW , ~~k bad JOB N0. 1482, FILE 00-TOPO.DWG., ~ D6/116
~:~f~ •ir %/'i;~%>: • UTILIT R KPILING OF CONSTRU ON ~ ..;,,rUS2..~3.~ .+fY ~ •rr .+a .'v'-?' DEBRIS OR 1P IS PERMITTED INTH .
QJ :.~C~N'r,~C~.~R M~r41.fk~~'~w' S .lJfi. ~ . r,~j.~•PrT4• . TREE PROTECTI E P. LEGEND t
h POYYERPOIE .'~Y',•A~j v;Lf.~. s~• 1 EDGE OF SIDEWALK N ro eE Rc~ovE~ ~ ~;A;"rf}FJ~;: • ~ t • ' . r 3p•Sr 5)4• SYMBOL 2013 Van Buren Avenue
v PROPOS EMA FL • ti;,,,,:,.,.,.; a F ELINE to _ NE StD~ .1 e ~ GREENWAY AREA TO BE Indian Trail, NC 28079
s~.:r: ~'Yl~n` f 1 ~ Mme,, I_________ DEDICATED AND CONVEYED (~oa)as2-x222
2'b"CURB AND GUTTER y ' ' ALL OF GREE Y AREA 5 ON THE REZONING PLA L BE DEDICATED AND CONV ( ''i' ".ter. Ftif:1~T~'i!~rr,fl~+.ra~~:i"C~.',~ ~ B' PLANTING STRIP ~ ! ' ~ 2 • '~'i~ • ~ `•'s' TO THE MECK URG LINTY PRIO THE ISSUANCE OF A C,O, FOR TIaE'EAST M.~IILTI•FAMILY ~ •~;.i.; wa~w.eagleonline.net
O ~ !F }r~r Mfg r -x fL''f.fe/.~a ~ • ~ BUILDING IN PHAS . S RVEY SHEET BOUNDARY DESCRIPTION. 6'SIDEWALK n `1 •yxrr;. a ~ ~ ~ o~Ef~rP EDUSS ~ PROPOSED SIDEWALK SEE 5 f L3.D
(TYPICAL) h, FF ' ~`+~u„~,~„rrr'y'"' ` 50%ADDITIONAL IC SWIM BUFF 1 ~~~?uu+urr
~ 4 r ETLANDS ~ r~ ~~'sw~ ~ r' PROPOSED STOP SIGN o~~~~i',
R.O.W. TO BE DEDICATED AS ? 1 BUTTING OQ' i PUBLIC R.O.W. ~ ~ p 'l~:' "`•~;~_4t~ ~(7 I FER LAND ZONE w c F i
a: ~4• . . MODULAR BLOCK RETAINING ~~ZQ•Qa - WALLS TO BE DESIGNED BY ' ~ 'Py.~ r PROPOSED TREE ~ ~ No,472 M
Q ` PER 9.305 (1 '`ai. Oq SAVE AREA t STRUCTURAL ENGINEER n
c h x,225 ACRES) 7 ' ~ l"~ ~ ~ i ~
10' PERMANENT SANITARY ~ ~ ~ `
y ~ b r F •y. 85.E c 0 SEWEREASEMEM ~ ~ ~ WOOD SHADOWBOX FENCE, SEE 3/L4.0 rZ:'•~''•l,`~,~``
30' CONSTRUCTION EASEMENT / ~ ~ ~ , ~ ~ ~ rrJll I IU~~~
, ~ EXISTING TREE CANOPY
100'SWIMBUFFER t~ ~5 ~ ~ ~ •
PROPOSED LOCATION ~~i ; ~ ~ '`,Y~'f OF cATS Bus sroP, I r ? : .oBa~wEru?NDS ~ ~ ACCESSIBLE RAMPS WITH DETECTABLE
WAITING PAD, SEE DETAIL : .saacwErI.ANDS ,f ~ H WARNINGS, SEE L5.0 AND Lfi.O . c WETLANDS h • v r. ~ ~ ' V A
s/L-a.ocLDSabo.DTA ~ ~ y ~ t r f: , . .I ~
~ ~ ' R TO ~ x"', PROPOS®TREE SAVE AREA J ~•3~'3s"E ~ ACCESSIBLE UNIT AND UNIT TYPE ~ ~ 1. s. r ~ S ` 3 ' „1F~ O
EXISTING PROP. LINE ~ ~ _ ~ ~ ~ 2.31 ACRES ~ x r~". , 2 ~ ,k ~°--""E 4 ~ ~ ~ ~ RMIITENT~ ' ~ St~~ 0°~/` ~-------i HEAVY DUTY PAVEMENT, ~ i~--+
FUTURE ROW OF FRED D ~ ~ ~ s \ . • : TREE PROTEC110N / - IMPORTANT$TR ,t~,i' ' a"~c~ SEE DETAIL 4/L4.0 ~ n ~
~ / FENCING ~ : ALEXANDER BOULEVA ' ' y ;i:~ ( `VELETA E • ~x r, L/~ ~
~ t - E PER, ~ r ~ ~ • i - i i ~ ~ . C TIOt~ ~ WA.1~G C~I~S ' ~ x;;'•~ HEAVY DUTY CONCRETE,
C ~ . r : QR~! ~NR . SIDEWALKEASEM C ~ 1~ ' J ~ ~ ~ _ O ~r.~~ e ~ ~ SEE DETAIL 2 L4.0 •r /
i r ~ :~:r: •.~.jr• 1:3~: :;.;;F~ •:"r~::~_••••: TREE PROTECTION FENCING AND O
y ,s ~a > ~ ~ PROPOSED TREE SAVE ~ ~L/ tai
q ' ~ . . ~ , ~ ~ ~ Y,, , ~
. , ~!IF ~ ~ , • ~ ~ ~ ga c :~eo~~s~i, y~;~ ~ A°,~1,'~` ~ SHOE BOX STREET/PARKING LIGHT 20' HIGH 4) sp~EA~r?:: BY DUKE ENERGY, SEE DETAILS 1-3/L6.0
SIGN ~ ~ > ~tJ -
, , ` i i ~i `r-~r~~r A A ~ ~R• PR~~ ~~0 ~ ~ ~ TOWN & COUNTRY STREET LIGHT 12' HIGH ~
A ~ ~ ~ BY DUKE ENERGY, SEE DETAIL 4-5 f L6.0
E i I ~
accESSIBLE Ps usr ; 756.5 ~ ; ~ ~ ~ ~ = • HW 107 _~E o- ~ N Q TE S: C1)
MEET THE 5TA ARD ~ ~p ~ Of _ . ~ ~ n~ oa
OF NCDOT D _ _ y- r K ~xw, SEEDETAll3 4/L7. 5T0 ~F~ 8
~ f 50' MINIMUM / 753.5 OOL, SEE ~A ~ 1. ALL PRIVATE STREETS AND DRIVES MUST HAVE 3D' MINIMUM BIKE RACK, SEE CLEARED AREA WHERE NO OBSTRUCTIONS ARE PERMITTED.
INTERSECTI ~ ~ / ~ ~ KG~EPIT u ~ L ~ ENS q 1 t SfTE DISTA E N , u DETAIL 4/L6.0
CIUB 4U? 1 ~ ~ - - ~ i ~ 1-- ~~2 2. BUILDINGS MUST BE A MINIMUM OF 20' APART.
N ~ ~ $ _ 4 J F, & _ EXISi1N RIGHT E4( 'I I 3. ALL INTERNAL SIDEWALKS ARE 7' IN WIDTH ADJACENT TO
1 \i= i ,,n h, ~ TURN E ONTO ~ G i r 7~,1, ,3S ~I " ~ PARKING SPACES. SEE MONOLITHIC CURB DETAIL #2, CLDS#1D.23
PRES ~ ~ ~ 75 - ~ ON SHEET L3.D. ALL OTHER INTERNAL WALKS 5' WIDE.
A ~ • ~ s~ _ r t P < ~ ` ; ~ FFE FFE 4 THR ~ R• ~ ~I E ~A ~ 4. SEE FINE GRADING PLANS FOR PROPOSED STEP LOCATIONS
1A EWID ~ ~ ~ s f I J ,y ~ i VAR , ~ , RA S .0 ~ u 40.d ~J~Q.fi U ~ , ~ 752 ~ o - }''4. ~ z ALONG SIDEWALKS,
P ~ - - ~ - ~ PROro ED TREES E DATE: 5 FEBRUARY 2007 ~~i,`° ~ ~ FF AREA 10ACR S. SLEEVES UNDER STREETS SHALL BE PROVIDED TO
~ _ - i N ~ I ~ + r ~ I ~ v ~ ~C ! t ~ ~ .D ACCOMMODATE UTILITIES. SLEEVE LOCATIONS SHALL BE JOB NUMBER:
ST DARD CD _ _ j ~ t STUBBED UP AND STAKED, SEE ELECTRICAL PLANS AND SCALE: 1"-60'
PROPOSE N EE RIGH IGN ~~1r " _ - - TYPE III D IVEW ~ ~ - " WATER QUALITY i;
' 756.5 "°a~:.q ~ DETENTION ' 4 SEE CLDS #'10. ' - ~ ~ i t ~1 lµuM IRRIGATION PLANS BY OTHERS FOR LOCATIONS. 20' ~ DESIGNED BY: SLC Type ~ ~ 6. ALL TRANSFORMER PADS SHALL BE PLACED BY THE
DETAIL 2/L3.0 ~ - POND ~ ~ ~ ~ ~ ~ I SIG ~ ~ ~ DRAWN BY: DMV ~ ELECTRICAL CONTRACTOR. AIR CONDENSOR PADS BY HVAC
~ ~ 5 i ~FE ~ 15' MINIM ~ ~ro ~ ~ ` .Q "r ~ CONTRACTOR. APPROVED BY: JZR
5T P UM " ~ - ~ ~ - 49 I ~ ~ - -,J 51GN, ~ ~ ~ ~i1 ~ 4~ 0 7. FOR TYPICAL PRIVATE STREET SECTION AND ENTRY DRIVE
g 6 t r ~ ~ DETAILS SEE DETAIL ~1, CLDS#11.13 ON SHEET L3. D.
- ~ A\ L.J it J L 1 / 1 I N a / J,y~ f 8. DEVELOPER SHALL HAVE STOP SIGNS AND ROAD SIGNS
m,~ I i tee, "rCi, f 1 ` h M1`
~ ~ MAINT ~ LEAR~~ ENANCE T,y: D 4 4 ` pl dC; INSTALLED AT ALL THE INTERNAL INTERSECTIONS AS SHOWN.
30'MINIMUM ~ ~ Ruda ~ ~ ~ c ~ 9. SEE THE SURVEY FOR ALL BOUNDARY METES AND BOUNDS.
1HU ~ i` ~ ~ . ~ , 23 lu5 fnP.~ ~ ~ , ~ L~ ~ ~ a 1 :4 o N 10. RETAINING WALLS SHALL BE MODULAR BLOCK,
^°j GEOGRID REINFORCED RETAINING WALLS WITH 4" CAPS. = INT RMI ENT TYPE OF BLOCK FACE AND COLOR SHALL BE APPROVED
S ti ~q ~ '26'29"E a ' f ' ' ~ G/ 1 .5D' v 4 PL N STRIP .p f i tj ~ FF~ FFF UN MP TANT BY THE OWNERS REPRESENTATIVE. RETAINING WALLS SHALL
9
e X494 ~ EAM BE DESIGNED BY REGISTERED PROFESSIONAL ENGINEER Q
~1 CARC)a30ARD \ ~ I PC Y ~ ~ ~c aC .[)UM T t n_ LICENSED IN THE STATE OF NORTH CAROLINA AND EXPERIENCED
P4tOf4?S~1T(CA . G~ 30 CY. C~~MPACT F ~ I Ct IN THE DESIGN OF MODULAR BLOCK GEDGRID REINFORCED
:$ATf2hdEA~ tib ''S P" / 12'x40' WON A ~ 4J FF~ ~ ,i;~ ~ o RETAINING WALLS. SEALED SHOP DRAWINGS MUST BE
~,T1:A>rR~S):, 12' X 30' HEA ° \ r ~ N • ~ ~ CJ • DUTY CON f 14 ,$2 `t i SUBMITTED FOR REVIEW AND APPROVAL. REVISIONS:
• • ; • PAD, 5EE DETA 7/L-4,0 ~ ~ ~ l I i ~ 80'STREA BUFFER ~ 11. ALL RETAINING WALLS 30" IN HEIGHT AND OVER MUST
p' ar ® 4 ~ a' ~ ~ ~ / HAVE HANDRAILS AT THE TOP OF THE WALL. NO: DATE: DESCRIPTION:
L d nrpa ~ 12. BIKE RACKS ARE LOCATED INSIDE ALL BUILDINGS EXCEPT 1 5-11-07 PER MULT-FAMILY REMEW
m a ~;~i3lRRFsj 312' X 12' ~MlN.) ~ ~ ~i TYPE IV. THE RACKS WILL BE LOCATED IN THE BREEZEWAYS.
G ~ ~q 4 RECYCLING AREAS ~ ~ ` ~~sioEwA~~, ~ ~ 13. ESTIMATED COMPLETION OF PHASE I IS 2 YEARS FROM 2 7-17-Q7 PER MULiI-FAMILY REVIEW
SEED 31L-4,0 ~ ~ a.AeunwG F }3 , A G FOR P SED F~ ~~F ~ , `G.f APPROVAL.
. • • . o. ~ _ r ~4 IXISTI G R.O.W. ENCL05URE > >46 ~ r S S~
= FUTURE CONNECTION TO u' N ® tti' `a ~ ` ~ T FF 60 W TH BE ADDED WHEN ~ ~ r ~
1 ADJACENT PROPERTY IS DEVELOPED ~ % ~S '6S \ r
~ ~ ~1 r 6S FUTURE SITE EMRANCE , , PROPOSED ROUGH GRADING ON Y ? ~ e:a~ e ~ s • ~ CALL BEFORE YOU DIG:
1 ~ I ~ ~ ~ PROP05ED EE LINE p ASE II SHEETTffLE:
~ ~~F TORE} NORTH CAROllNA ONE CALL CENTER STAKING & MATERIALS
~ C CD~CAI~V I A~RCD .nnrc~ 1_A(1f1_~C40_A4~14 ICI I t1W dit E-It'll If?C AAII~I 1
FROM A ~~Z'FI N nI"HISHEDwa on''' o \ i vw vv~ ~r ~r «w r r -rv i ivvnv nui ~ ONDED GRADE T AT PLAN
0 - ,a, a RI P PROPOSE TREE c , g LOPES NO GREATER THAN 15% FOR DISTANCE OF 12' FROM E DING
` 5AV \ A n ,9 n Buff ~r EAR A 0 Pf~gj EXTERIORS, TYP.
n10 1~C? , 215 ,az W
W ,6o S a n E 5~ ~ 1 yy BA wool 60' PUBLIC R!W YV1 ~ 515 w N
SO' CLASS "C" BUFFER REDUCED 25°76 WITH A W 4 , pap~pt o- ~ 43
6 A! AO WOODEN SCREEN FENCE, SEE DETAIL 6/L-4.0. CA RRI GRAPHIC SCALE I"= 60' IEERND RKERS. SEE S 0 30 60 120 240 L2*0
8 REQUIRED SCREEN AND FENCE AND POST SHALL rn BE FIELD LOCATED TO ASSURE OFF SITE DRAINAGEf STD. #50.07 A/ ,
40 811ff WILL NOT BE OBSTRUCTED. FENCE TO BE LOCATED 50.08 A/8 C? 0.
SFTRAt% S WITHIN THE INNER HALF F THE BUFF EXCEPT

0
A B C RECOMMENDED MINIMUM COMPACT 4'-0' ~ 4,-O° rE
_ 0 2~-~° O 2'-6" CURB AND GUTTER, STD. 10,17A VARIE 1 ~5, 2'-6° p'
- ~p ~m - w I w I w I UM HANDR UM HANDRAIL, STD. 50.04A & SD.048 ~+-2'_fi• PLANRNG STRIP-~ O SEE NOTE 7 ~VARIE 5 ~vA~1E5 REGENBOGEN ASSOCIATES
I N ~ ~ ~ ~ SO 4'-O" PARKING ANGLE 9O' ~ ~ ~ S 4'-0° SIDEWALK, STD. 70.22 Land Planning Landscape Architecture
(TWO WAY OPERATION ONLY) 4 o S o ~ o H1 2'-0" rc s ¢ Hi 2'-0" VALLfY GUTTER. STD. 1D.17B ~ J, N H ,L_ Urban Desi n
o ~ o ~ o ~ H~1. CURB p ~ LL ~ w ~ ~ GUTTEI cuRe rRANSmoN 2'-s" cuee aND 2 M M 2 D GLITTER TO 2'-0" VALLEY GUTTER, a ~ 1318 Ce,,rllft~lAl~vle., Sptltte E 7
A U 3 3 3 STD. 1 STD. 10.19 PIPE CULYERT~ ChBddffe, NC 282Q5 ENOWAL
~.-ter.-~ 4.-~4.~ NOTES: 18'-6" 26'-0" 18'-6" 18'-6' 23'-0' 1T-0" 18'-O" 21'-0" 15'-0" L FOR ACCESSIBLE PARKING Phone: (7Q4) 377-9595 ENOWPIL SECTION A - A Fax: [phone]
7a STANDARDS/SIGNAGE SEE STDS. I I 50.10A, B, AND C. LH Email: jz~ra-la.com
e'-0` MAX. r w in m w m w m 2, PAVEMENT MARKINGS SHALL BE 4" ~ ENDWA.LL~ h~20'-0" 1O' TRANSRION
l~ a o ~ a ~ a ~ WHITE PAINT. p Vl U N U N U M
PARKING ANGLE 6D' ~ 0 0 0 3. ALTERNATIVE PARKING ANGLES, W = DISTAN (ONE WAY OPERATION ONLY) ~ w ~ w ~ w AISLE WIDTHS, AND OPERATION END 0 LH =DISTANCE FROM END OF WINGWALL TO R/1~ - S - - - - - - - - - - -RJW END OF HANDRAIL. • ? CHARTER ?
o ~ o ~ o ~ (TWO-WAY ANGLED PARKING OR LC1 = DISTI LC1 =DISTANCE FROM ~ DF CUL4ERT ~ ~ f•1"'~',"~'.~
~ < < < BEVCONSIDEREDEBYACDOT}ON A TO E N ~ ~ } CASE-BY-CASE BASIS. GUTTI TO END OF 2'-B" CURB AND GUTTER a ~ : PROPERTIES GUTTER. ilVC.???
20'-6' 18'-0" 1B'-8' 18'-0' i6'-0" IB'-8' 15'-0'14'-0'14'-0" LC2 = DISTA LC2 =DISTANCE FROM END OF WINGWALL
m TO E i TO END OF 2'-6° CURB AND GUtTER. Hi H ~ I 100'-0 MIN. H H1 + LC7
N O ~ 2 2 125'-0° MM. _ _ _ UI _ _ _
i' ~ ~ U w N U W m . .t m ~ m ` m 7 m a s ? rc y I rc I~ m N U N U N O V N NOTES: a E A G L E
4 a• PARKING ANGLE 45' ~ ~ ~ 1. SEE STD. N0. 10.386 FOR GENERAL ' ENGINEERING
ONE WAY OPERATION ONL G < ~ c o 7. SEE STD. N0. ( ~ w w w NOTES AND C o o ~ o w ~ w NOTES AND CLEAR 20NE DISTANCES .''sl:.::A' ".-y:.;:" - ; r ..ar•.:.:•;,
M
~1•~ GENERAL NOTES: 1~ ~ 3 3 1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2, TYPE OF PIPE TO BE USED IS 1-5/8' MAX. O.D. BLACK IRON, LOW CARBON PIPE OR GALVANIZED. 19'-6'12'-0" 18'-6" 1T-6°12'-0°18'-0". 14'-O'12'-0'13'-0. 3, ALL JOINTS TO HAVE A t/2" FILLET WELD AT ALL JOINTS. ENUNFLLLL-~ - - - - - - -R~W A SEE NOTE 7 OH 5N. N0. 10.368 2013 Van Buren Avenue
4. AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL Indian Trail, NC 28079
5. SEE DETAIL 50.04-8 FOR WARRANTS NOT TO SCALE NOT TO SCALE [phone] NOT TO SCALE www.eagleonline.net
• CITY OF CHARLOTTE • • CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS • CITY OF CHARLOTTE CULVERT CROSSINGS ON RESIDENTIAL
TYPICAL HANDRAIL tC~h ~ i~ _ LAND DEVELOPMENT STANDARDS PARKING STAN DAR DS STD, ND. REV. - LAND DEVELOPMENT STANDARDS srD. ND. REV.
Wn~'~"~' INC1UDE5 CHARLOTTE ETd 50.04A ®ARIAITE" 1NCLUDE5 CHARIATPE ETr 50,09A ~ INcLUnescaai~rrE>.~~ AND COMMERCIAL STREETS lo.3sa
0
1 4 7 CULVERT CROSSING ~
L5.0 N.T.S. L5+Q N.T.S. L7.0
L7.0 N.T.S.
o ~
G ACCESSIBLE PARKING REQUIREMENTS SIGNAGE ACCESSIBLE ROUTE GENERAL NOTES: ~ ~
Q ~ (SEE NOTE 3} OF ~CESSIBLE SPACES ACCESSIBLE SPAGES REQUIRED 1. UNLESS 01HERWISE DETERMINED BY THE CITY ENGINEER, 1HE MEASURES ILLUSTRATED ~ O
J{+ ( TOTAL PARK~INDG~SPACES MINIMUM NUMBER MINMUM NUMBER OF SPACES flEgUIRED TD BE VPN ACCESSIBLE SEE STD. NO 50.08 FOR SHALL BE USED WHEN CULVERT DIAMETER. D, 15 GREATER THAN OR EQUAL TO 24 INCHES M1Q WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP
VAN 1 TO 25 1 1 OETA7L$ ACCESSIBLE "SIGN R7-Se 28 TO 50 2 1 OF SLOPE, H, 15 GREATER THAN DR EQUAL TO 5 FEET. ~ n T. INSTALLATION OF 2'-6° CURB AND CUTTER MAY NOT BE REOUTAED WHEN AN ADEQUATE
57 TO 75 3 1 CLEAR ZONE IS PROVIDED FDR VEHICLES WfiH A MAXIMUM OF 6:1 SLOPE (SEE TABLE 1~. ~ ` 3. INSTALUTON OF HANDRAIL MAY NOi BE REOllIREO WHEN A 10-FOOT PEDESTRIAN CLEAR ~ ['+~../1
RESERVED 7s TO t00 4 t e" s' s' 6' 5' s' K K~ G PARKING ZONE 15 PROVIDED BEHIND THE SIDEWALK WfTH A MAXIMUM OF 6:1 SLOPE. WHERE NO SIDEWALK 15 REQUIRED, INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 15-FOOT n
701 TO 150 5 1 VAN DESSIe 151 TO 200 6 I SPACE PEDESTRAJ CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OF 6:1 SLOPE 4. FOR CULVERT CROSSINGS WITHOUT EFIDWALLS, LH AND LC2 SHALL BE MEASURm FROM
-SIGN R7-Sa ONE ON OF EVERY EIGHT (8)ACCESSIBLE SPADES, BUt 201 TO 300 7 1 NOT LESS 11MdC ONE, IS REQUIRED TO BE VAN ACCESSIBLE. THE OUTSIDE OF THE NEAREST WALL Of THE CULVERT BNiR0.. ~ O
367 Tq 400 e 1 PARKING SPACE PAVEMENT MARKINGS 5. FOR MUUTIPLE BARREL CULVERT CROSSINGS, LC1 SNAW BE MEASURED FROM THE A/ CENTERLINES OF THE OUTBOARD CULVERT BARRELS. ~ ~..L~
401 TO 5~ 9 2 6. WHEN NECESSARY, AS DETERMINED BY THE CTIY ENGINEER, ADDfiIONAL MEASURES MAY BE REQUIRED, yQ~
501 TO 1000 25 OF TOTAL 1 IN EVERY 8 B ACCESSIBLE SPAGE5 /y 7. INSTALLATION OF HANDRAIL IS REQUIRED ON BOTH SIDES DF STREET IF SIDEWALK 15 1~ ~I REQUIRED ON BOTH SIDES.
MAXIMUM ("1 PENALTY ~-SIGN R7-8D 2q PLt~ 1 FOR 1 IN EVERY 8 1 yur B, INSTALU710N OF HANOWHL IS REQUIRED ON BOTH S1DE5 OF STREET' IF NO SIDEWALK IS REQUIRED ~
A ~ Z ~ 250 1007 AND OVER EACH 700 OVER 1000 ACCESSIBLE SPACES VAN 1z„Ns PRRIIIIV MUTCD PARKING a ACCESSIBLE R7-1 ^ 0 SECTION 4.1.2 (5) OF THE AMERIGVN5 WTM OISABILBIES ACT {ADA). 72•x16• IXCEPT WHEN A 15-FOOT PEDESTRIAN CLEAR ZONE IS PRDVI~D BEHIND THE CURB WRH A MAXIMUM OF fi:1 SLOPE.
oisAaLEo R7-8e o ~ SEE 4.1,2,(5) {d) FOR MEDICAL CARE FACILRIES RESERVED R7 8a 9. INSTALLAl10N OF HANDRAIL IS REQUIRED ON THE SIDEWALK 510E OF STREET IF SIDEWALK IS ONLY REQUIRED QN ONE SIDE OF STREET.
DIMENSIONS (INCHES) ~ i NOTES: - PARKING E61TCD P OA~EINOOER 12"x78" 10. DESIGN ADT IS CALCULATED ASSUMING A TRIP GENERATION QF 10 DAILY TRIPS PER SINGLE FAMILY OWEWNG UNR.
A B C D E F G H J K L 1. ALL 12'x16" ACCES51BlE SIGNS (R7 8" k R7 1) SHALL BE MOUNTED AT 7 FEET FROM R7-8o N ~ GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12'x18' ONLY
72 6 3/8 3/B 1-7/2 1-1/20 1/2 1p 2-1/2 4 1-i/2 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH w PEDESTRIANS ARE NOT DIPEGTED TO USE. TABLE 1. CLEAR ZONE DISTANCES
.wN. FNISHED GRADE 2. RETER TO MANUAL ON UNIFORM TRAFFlC CONTROL DENCES, {MUTCD) REgUTAED ACCE5SIBLE MAXIMUM ~-BO «INCREASE SPACING 50X U.S. OEPARTMEM OF TRANSPORTATION AND NORTH CARDUNA 12'x9' D-FHWA {FEDERAL HIGHWAY ATIMINISTRATN)NfUSDDT) DEPARTMENT' OF TRANSPORTATION SUPPLEMEM. RESERJED PARKING SIGN PENALTY LOCAL, COLLECTOR, AND COMMERCIAL STREETS
SERIES O LETTERS _i.'~+': $ 250 JI I 3. IF ACCESSIBLE ROUTE 15 A RAISED SIDEWALK AREA, THEN CIFAR ZONE FROM EDGE OF PAVEMENT DESIGN ADT
~I 1- RAMPS ARE REQURED AT LOADING ZONE AREA MAXIMUM R7-80 SEE STANDARD N0. 50,10C FOR - ~ I ff PENALTY 12•x8• SUPPLEMETAL SIGN OETWL LEGEND AND BORDER -GREEN Y' ~ + $ 25q 7ANCENT SECTION CURVE [WITHIN 125' OF CULVERh UNDER 756 10' 75'
BACKGROUND WHITE - - 750 - 1500 12' 7B'
SEE STANOPRD N0. 50.108 & 5D.10C TOR SUPPLEAIEMAL SIGN DETAIL 1501 - BQOO 14' 21'
NOT TO SCALE OVER 6000 15' 24'
• CITY OF CHARLOTTE NOT TO SCALE SUPPLEMENTAL ACCESSIBLE SEE STD. N0. 7D.36A FOR PLAN AND CROSS SECTIONAL SCHEMATICS. NOT TO SCALE
LAND DEVELOPMENT STANDARDS ~ CITY OF CHARLOTTE • _ ACCESSIBLE PARKING AND ~ • CrrY of CHARLOTTE CULVERT CROSSINGS ON RESIDENTIAL
SIGN R7 H~ ` ~ LAND DEVELOPMENT STANDARDS IJ C[IAR1A'PILT INCLUDES CHIRLOTTE 6Tr 50.106 LAND DEVELOPMENT STANDARDS AND COMMERCIAL STREETS STD. N0. REV.
®n>r~rffrrH+ INcLDDES CHARIATTE ETr SIGNAGE STAN DAR DS 50,1 oA ~RL0T1 ~ INCLUD>;S CHARLOTTE EPI 10.3se DATE: 5 FEBRUARY 2007
0 JOB NUMBER:
2 5 $ CULVERT CROSSING NOTES SCALE: AS NOTED $ DESIGNED BY: SLC
L5+0 L5.0 N.T.S. L7.0 N.T.S. L7.0 N.T.S. DRAWN BY; DMV
APPROVED BY: JZR
SIDEWALK ADJACENT TO HEAD-IN
OR BACK-IN PARKING SHALL BE NOTE, AT LEAST 7 FEET WIDE,
7z+ SUPPLEMENTAL ACCESSIBLE SIGN (R7-8e) USED IF PARKING ON ONE SIDE OF A SIDEWALK
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE CONCRETE SIDEWALK STD. N0. 50.108)
.y, VAN SIGN R7-8e
ACCESSIBLE •e
RESERVED PARKING A~
a~
••a +SIGN R7-Sa REVISIONS:
e '
Z 3/8" (TYPICAL) • . NO: DATE: DESCRIPTION:
GS2O-J7.6 PARKING SPADE (TYP.) 1 5-11-07 PER IIJLP-FAMILY RENEW
MAXIMUM ~ "'4
o PENALTY •+-SIGN R7-80 R7-8D z $ 2sa ~4 2 7-17-07 PER MULTI-FAMILY RENEW
LEGEND AND BORDER -GREEN 6" HIGH CURB
BACKGROUND -WHITE o x°~ (GUTTER NOT SHOWN} °z
SIGN APPROVED FOR USE ~ UNDER GENERAL STATUTE 20-37.6 ~ ~ NOTES:
N FINISHED GRADE 1. PARKING AT ANY ANGLE THER THAN PARALLEL SHALL BE SUBJECT TO TH15 STAND RD.
R7-BD PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL R7-8a PARKING SIGNS - 2. IF MONGLITHIC CUIRB & IDEWALK IS USED ADD 6" TO ALL SHEET TffLE;
ERECTED AFTER DECEMBER 37,1990 = f = DIMENSIONS 1' IF PARKI G ON BOTH SIDES . r: ~
_ III SITE
APPROVED DATE
NUI IU SUALL
NOT TO SCALE • CITY OF CHARLOTTE DETAILS
• CITY OF CHARLOTTE C& LAND DEVELOPMENT STANDARDS SUPPLEMENTAL ACCESSIBLE
LAND DEVELOPMENT STANDARDS _ PARKING STANDARDS CONTINUED
SIGN (R7-8D) M Mccuoes cHAIuoWE aTr 5 0.09 8 Q-Rmalyrm INCI,WS9 G9ARI,OTTE ETJ 50.1 OC
L5,60
SUPPLEMENTAL ACCESSIBLE PARKING STANDARDS (CONTINUED) b
L5.0 N.T.S. L5.0 N.T.S.