Loading...
HomeMy WebLinkAboutNCC233265_Site Plan or Location Map_20231102 SCENIC CORRIDOR NOTE: NOTES: D Buffer Requirements: 1. ALL CONSTRUCTION TO COG/NCDOT w^ I I I / CO'"ROA A natural undisturbed buffer,a minimum 40 feet wide and a maximum 75 STANDARDS. \ L HI feet wide,with an average width of 50 feet,shall be maintained alongthe \ �� \ oaERT R.PORTER ERA/ 9 I I // 2. SERVICES THAT TIE INTO MANHOLES MUST DO - \ \ g portion of any lot adjacent to the highway right-of-way SO AT THE SHELF UNLESS MH IS GREATER o� I \ \ \ \ \ \ \ 9 — larCP.R. 1- .23E0 �„,� o If there are no existing canopy or understory frees in the buffer area,then THAT 10'THEN USE RELINER INSIDE DROP \ \ �\ \ \ \ \ \ \ \ D.B. 6 PG.2310 -v. ,q P.B.4RRppG.5 z the following planting \N \ \ \ \ TA%PARCEL�1269]2 rates shall apply.If existing canopy or understory 3. THIS SITE IS NOT LOCATED IN A 100 YR.FLOOD\ \ nI I �\ 1 \ \ h I \ \ \ \ \ \ \ /�', / ryo, /1 trees in the buffer area do not satisfactorily provide HAZARD AREA AS DETERMINED BY GUILFORD \ B / JAMES P.DA\ \ \ \ \ \ TAPER TO ONCE\ I .(/ a screening that would be similar to that achieved el the planting rates, COUNTY,FIRM MAP NORTH CAROLINA AND \ D.B.6351 PG 1 65 \ \ \ \ \ N \ \ I /I`4 �' o then supplemental canopy or understory trees shall be required,as P.B.51 PG.74 \ \ AA/NSTEO - EIP �' ,Z determined by the Planning Director.Portions of the buffer area that do INCORPORATED AREAS,PANEL 7887,OF MAP TAX PARCEL 126 70 \ \ \ TERMS I a o ay o z o \\ a DETERM/NED rr \ I/ I not contain significant vegetation may a graded N the a Technical Review NUMBERS 3710788700J,EFFECTIVE DATE JUNE - I \ \ \ \ I I 1Si r Committee grants a modification upon a finding that equal or better 18,2007. \ '], ("Li @CARAVANNA,LLC \ ISNOTAFIREPUMPASSOCIATEDWITH / ' \ \ D.&6023262 02 N ,LL r B 5 D023 . 52 2( F 50 . 6 ® �/ E2669 RC12b I• 'zethevisual buffering.The following planting rates per 100 linear � \ lI ` - � K/w Z I C IJ` Ii I a TeROCK RO feet maximize be used: / I�, - I 1 S / \J / / \ \ TAX PARCELL 12697 / A• '/ feet Nine be anopyused:trees;and / / I / I l\\ �J^ _r 0 1\ I JJ ( 1 f / / c/7 \ \ _ t5'DRAINAG▪ E I I rh Q ��/ S/TE (b) 12 understory trees. /ti \( \ / J ) N �J / \ \-. , r Iw\ I r{f , / / i� )%1 \ / COMMON �sMT /z /4, "�� \ Ni r S I\ -1 f l 11/"\_\1 1� �r I I I (/„ / ra / �1/ ( (/ i / / �1 \ \\ /`��^ \�a298NSF l- I z RSrgTeB �— \ \ 4P RIM:7.MN / \ 1 / V \JF(- \`) l6,,,u' 1 / N5, K ! TBACK II1V-YP. ! -- \�--• I I _ AtETAI1t5r Inv_ 1 ///Ii I/ x $: _ \ -� mvlN:76ze9 1s N / \ �)rf// ( I�/ I/ ) J ..//' I ( --I 41 \I r �) -- I --mot h�,«� ^1 r--v /'�•I ui ��.I :- ��.. UE%.MH rtiLARRY W.MG AL J , --- = , / N �, 2 „ ��, ��• LOCATION MAP v VINv our:762• E �jyS, �' VJ/f y \ D" '� Iv y� __ Lilik: \ 1J - \ �R.B D3]PG.M 0 \ I' Y L /,6 91 SF /a A, 1 Y li li LL �' N li '� �^1 1' M • I : / L\1 _ a NII N� n nTAX PARCEL 1271]� < TJ I ( / /(,' �, \ 13 04 rn- M M 9 N n6\ y 12 11 10 9 8 5 4 a 31 1 I Oo/ O O �°YI ON11�N I�NI_IE/NII OMI IONI I�•NI I� Y Ir i�1 x`0Gt \ I I \/ ? (( \ ) OR 0 L__ a 5.6fl9 II \� a0 \ N / I� i D SITE DATA: / rJi P / R/,� ,-,} r} \ \F / \ r/' ,,: '� PI I ,�I I, '� I ,4 '6I ,I I ,1 1 'OI 1 l 1 ROP PARCEL IDS: 126957, 126958, 126982 \ \ \ / / I — / ELrt�lij/ / / 1/8{O6�$F''1 Uw/ 1t/'� � /1� -'l L - -/- — 1 —I zouTIrJ E — — ��\ — ��— \ C1 -�_ 12a'V PIN: 7887611289, 7887509803, 7887603975 N ` I / �/ r ,I / I I\ I J' Y \ i R ' \ \ �_� q„DAP DEED REFERENCE: DB. 8687 PG. 01538, DB. 3461, \ ✓/ 1a (�(\ /^ , _.•ems` ,..../ ., _. ..- - .. / \ �1,1 n{\ - a TOTALG. 28REA: f25 406 AC ziL vv.�-�y.aaa.:,rr 11:alc,..: �/ — LARRY w MCNEAL / I \ .6, / \ / 7 R3, \ \ I / D.B.8003 PG.1442 / 1 I ZeME (�5P' \ t f� ',o( ¢.o.c ss��,, 1 C3 �/ \ LINK\ROAD 1 - 1 �3 6? - \ 1 \II CURRENT ZONING. CD R 7 I / �' P.B.37 Pc.n ! I I BU (1 (� /�/ gale"""P "/ ( - - o i awn, PROPOSED USE SINGLE FAMILY RESIDENTIAL I / TAX-P.nRCE`lvns / F R 11 / / /.� / \ KKK tV�\ C.O.G�SID.� C.O.6 STD. eh -I '�a w / ) II / r '��� > / \ g418 RAMP \ gate RAMP s' � s WATERSHED: N. BUFFALO CREEK I L� / 1 j II-, / / \I ///'' /.J f \ / . vll, �yd ��� 'a3o. 'e�. o" °� I I I�' �} \ I I I / DRAINAGE AND 8 5..• / AJ " / �. Og 1 I\ a PROPOSED # OF LOTS: 96 LOTS I I V FFR I 1 \/, , AA. '`�• / ti Is' $0 LF OF STREETS: t4.343 LF UTUTY EASEMENT / \ I f p • SO S.E ` \ of / �, I I { F-y p� 752g_pr:mgf )J 1 \zoNE z NE ,, ,,, , --' �e/ ,e i ` o• ,,. 2 \ '': l eti L __ r Y� 26, AREA IN RIGHT-OF-WAY: t5.05 ACRES I DESCRIBED ON TOP PAGE 2 f�f 1 I / JI 1 2 ' �\ — �� ( ( \ 8,697 SF I ��°' AREA IN LOTS t14.33 ACRES I I I \ I EA ////�!/ S j1. \3o' 26 � (1 — —I — 1 ---- — EN SPACE. f6.03 ACRES Ex.MH // Vl / ,r _,� V V t` !) 57 /) A75 �� 76 11 13� I� IAREA IN COMMON AREA/OPIIRIM:]68.01 - c// Hyq"' _I \ INvIN.]56]3 / / / 1// / '((°J/ // A /T, / _09 \ ,/Alk /N 55 y j M 56 1 7,222 S -N \ 6,780 SF \ .. / 6,930 SF li I I �\ II / PROP.W/OEN/EN DENSITY: 3.77 LOTS/ACRE Nv OUT:75fi.51 ' /(J ( / / -I'1 ' \\ \ rH((Nddi m 0 1\ . L I w \ J C �]� y g 'v tfB'FROMC/L TO NEW FC I I AR FY w3MCNEAL // // /// ( 1 \ \ q I 1 1"'/ 1 > - R M y1 j (ALONG ENT/RE PROPERTY BUA IN STREETS/SIDEWALKS: t4.22 ACRES \ / D.B.SOOT PG.1439 (� \ / Y \\IP\ ` \ \ _ p PRovracEJ BUA IN LOTS: t6.61 ACRES \ \ \ \ / / P.B.3]PG 1Y-� 1 / /�\1T / K \ 1� \ \ _ - J r ( � / // / / . \ \\`rG+ \.. L J L_1-J t- J ) 58 \ I r��j 74 ^I� 77aa J\ I / TOTAL BUA: t10.83 ACRES OR 42.63% TA%y1.RCEC27177 / -/ / 6 / / \ \ \— 1 I ) ) .l e \ R/i /i Jrl ..� �. / / r \ I" II �{ CD-R-7 (RESIDENTIAL-SINGLE FAMILY) \ / / �- ( - / - 6'\�I`.J J\ \T� y\ \ - 1 I 5,729 SFI F" `'(� 5,$73 SF 5,934 SF W/� / J , �I v�l _ 1 \\ I 11. \ DEVELOPMENT STANDARDS ""� 1 r z -I -\f \ NI \6,26'8 SF I� I / N LOT SIZE. s,oao SF \- \\ \ - MINNTERIORIOLOT: 50 FT. -� _ --- / . /\ L\J {5 \\\, 1) \\\ / l / I I \ J (284 SF I 1 C 73 \I O ----la F \ I / CORNER LOT: se T.- -.\_ _1 — -// - 33bb1TE LIN APRB1lLOGTION) - j `Ul:t+ \ \ /) y// / 53 7' I I\ I ( 59 \�I ^r I O I I 78 / -/ I MIN STREET FRONTAGE 50 Ff. \ =�T \ -X / I - - STREET SETBACKS -- ' _ ----- - 6 252$F I L 5,881 $F j I W \ 3 (I VI -s II \I / _ MIN STR �' EP_ -\ �� \\ S V r / ^ -- __I I \ / FRONT. 20 FT. RICH Or AY V / / I ( : - N SIDE,EXCEPT THOROUGHFARE: 15 FT. \',/ SEE N.C.D.O.T.U- W ,ARIEG / `Y -- I 1 0$F ry SIDE YARD: \ \ 25258 Ap .�'' ( \\ �j '` / / (/ C) r\ - -I / G II I y_/ THOROUGHFARE: 35 FT. / D P. 3]PG.1] / l`-" / A ' I / : / IJ \ \ \ \ r� , I II.11 \ \ fl 1 / \ r 21 I ( 2 F I 7L \ ` 7g r�r1 / MIN INTERIOR SETBACKS: \ \ / �� I _ d�, J 3, C I� 6,108$F `�L ( I I REAR YARD: 75 FT. I RIM/ELev.=7�5.98' _ -�/� '1 ( \' r l 'A� I II \ —I �\ lT0 I , _ I I \ I I O r I 1/ 11 I I (�� \ INV.IN- s.ae' '" z�E/, J ( \•\ (/) ". \ \ I ___- - 6.326'SF - 5.864 _ '�; r / I�� �' f ' \ I \ 7,5$0$ 'I_ - I \ - $F\� . I MAX.BUILDING HEIGHT: 50 FT. X INV.O 74.38' / --/ 30 J I \\ r2 �- - - L�___�, -- y ) HI \ \ \ \ \ \ \ I /I / `'J / W I I 20• 1 I '/ A\\�/ YF I 4-\-_ - - _---\== --/ !t� 4n'rs SF, 6 387 /1 I _ MAX BUILDING COVERAGE(7 OF LOT): 457 ro J \ J I / J I }}} E''` Ca/\ \ 1 I r- -1 it i- �al �� 1 I . \ I I / / / / t�,( I•� ��Q' f( ] ( \ I [(� \ - \ I �\ 1 I I I t \ / ZONING CONDITION:PARCEL 126957,PERMITTED USES SHALL BE \ \ \ \ \ / / W / I B1irFER/ 1 ( I 1 ) , \ \\ �II �2 \ \Ij1 7.413 pF /. II Il` 71I I 8 I I/ Xyr I\ f \ / I � LIMITED TO A MAXIMUM OF 65 DWELLING UNITS \ \RA ANT NEMA I / ) 1 ( \ \ O :11 6 \ I6 y'�` I/ \I I 1 Wt3 �\y,"� 1// AND SPOUSE / a AI{I / \ \ -- _ 6,117 S :I '= •174$F L-_770 1 :w I / / ZONING CONDITION:PARCEL 126958& 126982,PERMITTED USES �\ \ \ �d I lI I 1SKNTALALNEME✓ Z 1I /' 1 / �( ' ( 1 OMMbki \ \ 114_\5,987"-SE �vli 1, _ '^t-`- 1I - $FJ "/ 6.665$FI I 1 I / gmn / SHALL BE LIMITED TO A MAXIMUM OF 37 DWELLING UNITS \ D� E 7 T$^ \l ---ill �- ' --- l/ Be1a2c 7a ,n ) / / �{. ) EVEMEN \ `lI _-- -- III \- - --_ rr I \• / I I\ \ \ \ \ \ I\ I I I 1 / P.B.37BG!17 co / I I r 1 / 1L / \\ \ \ I` ,I �1� yr -, I --<. .. - (I I - '' T _ 7_, I / OPEN SPACE REQUIREMENT: TAX PA EL 127127 - 9 I, (/OMMOIV J 0. 1D I 3r' I I \\ I �_'SER EA MENT / F- SI FALEMENY�S . _ \ 7,6I Cz2 (� 70 1 I 81 RCI /I I, \�F'(�1\�� O I r O I /�/ 1 I �' 4 1R /J OPEN SPACE REQUIRED IN SUBDIVISIONS \ \ \ D..6s86P 2o4\ I I I1 // QmI ILI \I / 1 / m �� 1 I' I `-\ \ter6 IINI bI �" I I \ I`"�� I I \I INR-70VER 5ACRES=850 SF PER UNIT. I\ ( �t l y- r I - 1 ym I6, \\ 96LOTSX850SFVIDED0262,610 AC) \ 3a J✓ _ __,. \ �o o-\, \ 5,81-21SF -- - } I 16291 Sir ; \ 6,0 SF / �- 029 SF I I -6,7 ,t I/ \ 96 LOTS 850SF 81,6002F(1.87 SF 603 AC`ET AN \ \ \ 1 // / _o IJ I�' ` � n \ t... -� t\ :rJ r I 22 s ( ) \ J l \/ l yy ^1T\ ? \ _ jk- rt 1 _ a Iii j/ ILEGEND: JJ 1 \ ) f \\ `: / I I ( \IEOP EDGE OF EXISTING PAVEMENT N > f 1 /�/ T` I \r/ c V , ► lI % 69 ; 82 9 ; I( \ J / j / I "� r--�'\ I I ) N.C.G.S. NORTH CAROLINA GEODETIC SURVEY \ , \ ) RIM{ELE�VI. 755.g0' I / r = , / / T� T I `/- \ ,( I ^f 6 rJ+097 L C/L CENTERLINE ) 1 \)~rl I\\I ylr/.I1V44Fi 0', ) / �� -/ //^l \� /1�/� ,.{ m — I I 6,901 , I I_. 1I7,a.ru SF �I( '� 6.4� F I 6s6s SF/ I I I I S NSF I 467r SF / II �b \1z OR/w RIGHT-of-wAY ,✓ f T La rI — - — rl = J I L-- ll 1 - 1 I / i� t /p/y�� UT cDIP OCTILE TE / < `INV,AGT=] 85 _ / _ _ ~ 1'ZN DIP DUCTILE IRON PIPE TIE-8:.85 \ / 11 L g� ) AceC5s 1P-WAT I NE'ARP 3F ' ,, _ lli- 1 __ _-_��- r SE ���I1 /^/l �; ) j - _ HOPE PLASTIC PIPE C� J ) 25'A ss k U-LI E•EM NT P.B. /// / // „BB:- 649 P.L5 1 I ���///~\ ItMT ELEV=b46.7,' \� /' j / f /J ~\�\�B^�" .i/ / -�� � \J / lie /I t3]PG t281Tb t!E A. NED ��/\\ j ^ - -- l - - l/ l -� _ p__ {( I I I �,„ RCP REINFORCED CONCRETE PIPE I�VtIN=NQNEx, \ eg i✓ / / '�-I} �\ '� / / SANIT RY WERT _ / / j T U -r - - I I �yi+ D.B. DEED BOOK COMMON _ / l - E— \ N _ / / ( sill P.B. PLAT BOOK INV.\ouT=NONE \ Ir // t /\ / 83 \ \_ l '" 3'SEWER / ( ELEMIENT$� \ �r / /�/ (7 t- ,� /48 / / / 68 L l l ' / 1./, ,i \^ ` N $$AsME86/ //'/\ f J\ i T ' 6�i / / /iJ/ - D \ `s>-_ ._ �'/ .�M ,IF/ 135 SF / li 64 / / I / /l / �l(\ $F �r 88 / - `7/" _.`j j� Io PG PAGE \ '\ \ \II f //kb- \ �` ro- �-/- -1' 1 / / / /.:1 / 7 / /\ 8.244 /O / ! D (� B.C. BACK CURBING \ \ "h I"' \yB- 8 / /'� / l Y ` a I A 7,623 SF _ �J / / �3 SF lam/ 10. _ Y 1 n O1 PG 20 Y / X l// / �� � M / L__- !l '"1y _ /I 8,91Y SF ( - --- 774 SF r� PK SPECIAL PURPOSE NAIL \ J /// • i _ _ - - rrl_W //� J ` `' / / aft— ^/ — / / / / CURVE TABLE:ADGNMENTS `\ \ \ i \ ?G�3 '/./� / ��� mr / -r i -� I L / _J !/ =J l//---_ �.L F- \'/ / l I I / / NIP NEW IRON PIPE `\ \ ��\ / / / /�/ / ��/1 //r��J -I~//���y����a''�� • y✓' - / 7 __ / / Ed'I w1 / EIP EXISTING IRON PIPE CURVE RADIUS LENGTH DELTA EXT TAN LENGTH L `� � \>�� � / Iv/�// ,,j; 4.41/1 F \/ ,.emu/ Q •,_ I'//47 �/ I //- / /I „/ H / %- / / 1 I y / PP POWER POLE c, g , 2a92 s/ // �j / J ` I ✓ �// / �/ J 1 \ 7 / 1 i� I �"^^�'<ee FH FIRE HYDRANT ~\°` _ ., / </ //�/ / / 5.631 SF_ /�37 SF �,/ 973 5.439 // / 6,7 / / / Q SMH SAN.SEWER MANHOLE ,. w/ AJN`^\ \\ / / / ` ! s / 1 L��— i 7. .Sr / (/ SF / 35 SF / 3WMH WATER VALVE MANHOLE} - \ I` / \ <'/ -/ // / '/�\\ s3 i �' 1 I / - `J �i--_ 99 SF / / 6 1 /1 g CI. CURB INLETa\,t J/ --``I� --?.,`,-(---/ J\\/v /. /- /% / ,�` � k ) r i1- I / �� / / D.M.U.E. DRAINAGE MAINTENANCE '75 a' ' / 0 \ / r/ / ' '/ -/-- - - / 1 1 _ 1 65I / rl---- -: -/ \ All g- UTILITY EASEMENr\ 12'\6. \ _ \\ J (\ \\ / / I/- / .� \ / 46 J \ / I� I ll \ / I S.E. SIGHT EASEMENT ro y+ f/// / / �� 1 O/ 66 R R\ r�_ \ � �j ' / // /�N / / ® / I 7,782 SF-/ / 8, OSSF 1I I ! / / 86) / / / ( (I jI WV WATIER GVALVESEMENT�Ce'\', \\ h/ .^v n : / ,/ E // 8.631S / '683'SF / / / / / I 1 ut'I't Pole cn aoo as ,ee 2fi ,z99 a,.a9\ ( ( /POND I . - I L i -e �____^ 8.567f / / I o� y co ,9e3i �` I / � Rr - il s ./ �` I F l - TOP of EXPOSED zap VA ✓ �/� / •; I / oo' / d,,y�, 6o•sE 20x25o v� y,o•X22,• 1 �_ '<� r I I I / // a Light Pole C12 , , , e,. a, ELEV.--73s.94\ I}\I\ /A- T/ /r �/ VA * , / -�/ I / ••. o . ,�il�a:Ul11u110.1•I EWANN1 111 ,^P R. �—_-- -_ -•ems _.-20'X250' \ / ) / } .I I z= ° Misc. Pole \ \ \ '.- .1' /\\ion A / 1 / I / / Rr/G. ,s '+ e- �. :0�. .... �.e.- / J I I\ c,a wo ao ca as ,za, az xs • �' I It\)' • 11 / / tNOM CENTER OF P.WE TYP. f� C 0. STD. �' (� / / I 0 Water Valve c a 000 op eta a3 253SHE f2DOWN CT. RAMP y r o _ - // y oa 76 -"1 \ y ) �) \ A , 1 / C.O. ST,. ( C9 - •• - . (; I�.\ \ \ / I \ may' _•��/_ / / �� \ / / - / ].5'DRAINAGE ESIQT. - ;�^ ii✓s/P / I ,�,I/ C) Fire Hydrant c,s wneo es,a ,a2a alas \ t -, J I \ Sanitary Sewer Manhole \\ �v v v vv v v 1\� v [ _ .. v �� I�V / 1— zo_umm ESMr. /� — / — / b / �. I I I I Rlc A — — ,T�\ I— _ _/ ; ,,[ / I I`I I 1( c.\ PER„j HAYES VILLAGE V , BORO vv��y�:Avvv\1 ��v\ v- --- ,sz .:,'- A30 II 131 I� 32 3 n 3 I� 35 36 �m 37 1 Ir^ 38 1 I. 3_� 1 ' 40 I, 41 a1,,i 42 1 I.43 I I� 1 Iv" / >/{ / 1 I I I 1 is-,R, SUBDIVISION \ _ O n� \ �� O °\1 $� a a a n z I 1 N TOO 44 I I n 45 / „/ / / II11 I 28+3 GUND R IILFORDOE OCOUNTY NORTHSHIP SCAROLINA �A v A O a ab ro to n Am N A_ 1A I V A v `,... ' '' �v - /S v� 2� l vi"4F,\ 1 Is 1 Iib- I"? 1 1'^ 1 'r 11' 1 16� 1 "q I I,ri 1 , I Zv ro I in 4, / / l l 1 30' \ \ a:. m U) "' I I OWNER/DEVELOPER: \ \ \ It -, / \ \ \\\\ \ �/sT ��7 ri ,n 1 ,n`' I 1 1 1' 1"' 1 1" I VI 1 1 _J d 1 1 \-� II 1I I I c\ " o / / 1 II v \ \ \ \ \\ �\ �\ /NEE\ \ _1 / DMUE 15'OVER L I -rt J L rL �_J L __I L_r 2 L__ _- — _ I sEre ¢ R / t McKNIGHT MILL SOUTH 7,LLC �L_ LL E1TyP / " I 2� ]B CORPORATE CENTER COURT- \ \\ ,\ d�� \ \\ \ AND AROUND POND\ \ \ / 11 II -_ I I (I \ \ \ I ( / L �\ \ \/ IIII \ \ HERBGREEPARK5o336-282od12] 0.8.7524 PG.691D.B.7558 PG.1178 \ \ \ S 11I \ RACI�EL J.MARTIN ANDSOUSE r - /\ \ \ �\ I\ -7 \ \\\��� \\ \ \\ \\ WpN\) \ \1 ( l \ \ / 1 /ll ) JAMESDJAAR7T1NI - ( ( / , _., /`^I-C�-' I I I \ O/\ \ \\�\��\ \\ \\ \ N9q��FN[F� \ \ r /) (--J / / DP.B 7125APG.1048 /\i ' (1 /) J // I-/1/ / TAPERT•:E.- �� . I I IIII I (\ +E vans nor ad G''O /1 SIDEWALK/ 1 1 R S / TAX PARCEL 126981 (� \( 1\ / \ / 7 ADJUSTED ONCE n A 1 1 11 l - }- // :I ( / EP-EP/S 9 9 3 0'GRASS STRIP \ / f^\ \.J J \ / / / / DETERM/NED 11 II J I +�H IIIl�Il2Ilar�Il'IlIIL�,9 I>rn,, EAL"' WIDTH OF STREAM / I \ \ J / / I// /� \ Since 1974 ZONE 2 _ ZONE 1 ZONE 1 ZONE 2 J ) 7 \ ( / / J 1 1 Engineers Surveyors Planners : g773 so F vprEs ores- 30-50' 0-30' FROM 0-30' 30-50' - /7 \ / / /� C� 1/ ,.". I II/ g' 9 ob/z7/2j e -z' J L GRADING k UNDI6NRBE0 TDB TO TOB UNDI6NRBE0 GRADING k 1 �� r \ I / / / O 6 Il I,/ I lI 4609 336,8 4438 Gre Pax 33 NC,8876 •; fN FF��(V�Q, t spax REK GETATION BUFFER BUFFER RERADING 10N \ I / / / / /� Q ( I II\ PM1aoe 3J685F88]7 Pex]J6.85q.88)6 �,. GIN T / ( / / /O I F I I / FIRM llCENlE wcot66 �•�•'•. p -a.4p uowaD. ALLowED. / / / / i OT / c / 1 /( cs oRAwN AL oc r n NO NEW BUA NO NEW BUA / / / / // e I)/I x::o.0 so zo„wNti.:wn,.u.�ra a I ALLOWED ALLOWED / - /.� / / u.un,u m.mzo...me•\x°r••n.e•rxc a...-ce.u,.wr,:,.-w.uw e s v.n., •°°'""" n°,u,°,"' m•.� H-°' NOTE: r 'I,a aI / \ \ SHEET 2DESCRIPTION: scn[D aY ADL 'raOAr// ��.7ro P°c ""g°°'"""'s_ THIS PLAN COMPLIES WITH THE OUTDOOR LIGHTING J 7. / I \ SUBDIVISION a'Oj a:ze aw rs o..o`. """' STANDARDS T THE UT-OFF BORO FIXTLDO,INCLUDING THE / \ NOiWAL CRONN SECTION 35 FOOT MAX POLE HEIGHT REQUIREMENT,THE / I RIGHT OF WAY AREA / / / \ PLAN REQUIREMENT FOR CUT-OFF LIGHT FIXTURES,AND THE GRAPHIC SCALE PER D.B.7511 PG.1533 LIGHT TRESPASS REQUIREMENT IN 30.9-6.6. \ / ,/ DATE:rEBRUART 15.2023 _ 3c Gc i2 2.0 ,,.! REVISIONS:JUNE 27,2023 SHEET NO.: NOTE: TOPOGRAPHIC INFORMATION PERt. .43 ZONE 1: TO REMAIN UNDISTURBED.Z PRIOR TO LOCATING THE BUILDING PAD AND ISSUANCE 1 OF A BUILDING PERMIT,A FIELD SURVEY OF THE 1 3 FLOWN LIDAR BY WITHERS RAVENEL 1 1 2021 ONE 2 NO NEW BUILT-UPON AREA IS ALLOWED. BOUNDARIES OF THE STREAM BUFFER 50 FEET FROM THE TOP OF STREAM BANK SHALL BE SUBMITTED AND BOUNDARY INFORMATION BY EVANS ENGINEERING. INC. STREAM BUFFER DETAIL APPROVED BY THE CITY OF GREENSBORO ( IN FEET) cu• irsrx,uw, " N.T.S. STORMWATER/WATERSHED SECTION. 1 inch - 60 ft.