NCC240320_Site Plan or Location Map_20240207

/ / / \ 1 / --- f__
GRADING NOTES: / \ \ / - /_ I / -J REVISIONS
1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH TIE PLANS PREPARED Y CPT / I/1 1 / \ / /r i- J/S \ ° _ 't• \ -_ I / �'ILL/\R�III •
ENGINEERING,THE CURRENT REQUIREMENTS OF THE CITY OF HIGH POINT,/THE APPLICABLE ,I // I I I i / / //\ \ \ // /i/ ( 1�-`, _ NitIERDRIVE_ lr�,
SECTIONS OF THE NCDOT STANDARD SPECIFICATION S FOR ROADWAY CONSTRUCTION,AT.ALL f I / \ \ /(' ��__ yam_ /q-�
OTHER PERTINENT FEDERAL AND STATE LAWS. \ / / I 11 / 1 I I ( / \ I / / / ! / J/ f / \\ 4-- \\ I// _ - \ /
/ / if)/ 1\ I l / \ \\ \ \ I ( / I qN OtiKc 1/ I I 'g2B"� / PREMIER DR
2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL,STATE AND / , I \ J / \ \ \ I I / ( y"�Q / f F �_ / �_tia, �\ J }
LOCAL LAWS,PROVISIONS,AND POLICIES GOVERNING SAFETY AND HEALTH,INCUUDING THE / I) ) \ I I TOP.01131 // /// s \ 11 '/ I z SITE
FEDERAL CONSTRUCTION SAFETY ACT(PUBLIC LAW 9156),FEDERAL REGISTTE�RR CHAPTER XVII, / / I - I I / N._ \ \ 4 1 ( \ r" '' (IN:WALL ,J.-/,/ / _ %- \ T : , k /1 / tD
PART 1926 OF TITLE 29 REGULATIONS,OCCUPATIONAL SAFEW AN4HEALTNREGULATIONS FOR I f J P Win/,/,/ // ( I li 0_
CONSTRUCTION,AND SUBSEQUENT PUBLICATIONS UPDATING TIESE REGULATIONS. // / I J / 1\ I I I / \ \ \ I I)(I / .� _ �,/ 1 _.7:',
. 57M// ,/ 36,W - ` \ I \J II /
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS / / ( { I ( I )1 J{ l (��J _ / s f /� 77,...7-
`\ \ \ I i ) S�e U
UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID./ / I I 1 \ \ + IC' / 1 \ \ I J /I / I FTcSUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVI EDTTIE / / I / l \ / J J - J / �/ r' tom�\\ R
SITE AND IS FAMILIAR WITH THE CONDITIONS AND CONSTRAINTS OF THE SITE./ / / I \ ( I I / \Z� - /, 1 /// -\ \ ( I /' I (/e DOVE
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d.nnnoennxwnveTION,ALLUNOERGROUNOUTILITIESSHALLBELoeennnINTHEFIELOBVTiE 1 \ / / I STREAM AND BUFFER AUTHORIZATION:\ \ ////l \ / ,¢ ,/ �; "�/ /cox ' 11\.,\e\ _ i It Je/ I\ /
4 BEFORE EXCAVATION,
TILL UNDERGROUND
S.LL UTILITIES
SHALL
NCONECALL CENTER ATBII.TIE / �' / I I The PCN was submitted on 5122123 and the NCDEQ-DWR fees\\ \ / / °AdSgt' 4-4 %1/
i �\ ',' 1 1 1 I J we ) J ,f Io. l s1/ / d� // \ ' I \ J 1 (�•I/ )i ( / I/I ha A\�p�- p „Q /I askf th htl 7/6/23 to Issue the t The � 'v � A� F \ p
1YMAP
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I / �ae �.// / .d''• / SO //1/"! .a, I A I '/ (f 1 Il I i'' /1
ORGANIC TOPSOIL SH4LL BE STRIPPED AND REMOVED FROM NEW CONSTRUGTIO�I AAE45-_- (/ / / / pe colts for wetland and stream(401/404)disturbance will be \ //// / °2 A6' )/ /l ,pPs/��/ .T��} \ i I
UNLESS OTHERWISE NOTED / / / I I I /pfOrided upon receipt \ //// / / \� } Il/ f(t! ?�� / _ ( 1J{I r 1 / '
8.SLOPES SHALL BE MAXIMUM 3H:1V(HORIZONTAL TO VERTICAL)UNLESS OTHERWISE NOTED. / / J , //// / J - / /J1//(rl�I�,/V. / // `- \ - I I J I I(\ I FT INFORMATION:
].CON ABUILT ORAWINGonenwrTILITYSERVICES soert�E PREPARED BY THE CONTRACTOR I \ / I 17 / \ ///// / ,y •///". •+ i��0(1 1 /� //���' /\ irs I { ( \ 1f I /I' / I )/1/ADDRESS:2725 NC 68 N
AND SUBMITTED TO THE OWNER AND ENGINEER UPON COMPLETION OF THE PROJECT / \ 1 / l `� \' /// I / r ' /IfV {( ,/ -0 \ 1 I ) / _ /CbUNTV GUILFORD COUNTY
--1 I l / / / I // / /t/ f l ..r<��� . A S l I { / I f
a.ALL AREAS NOT PAVED SHALL BE TopsaLEo,SEEDED,MULCHED,o1uAN�scAPEO UNLESS/ / / / _�---- / ,...0�'� ,�!. _4/1.);6 /- /// /J / I\4/-4 R• I J I, '�i, MUNICIPALITY CITY OF HIGH POINT
8.ALL AREAS
SE NOT PAVED IN SHALL BE TOP
O ILED,SEEDED
MULCHED,TE ORLAPIDCATIONS CAPER UNLESS N,iri�I 1 I / / / / / / / °b' A /+A,+ ,, ' J // ® • "'w'�®Q % / I ( \ 1)I 1, I I I I ry\�IK1:7813-43-8910;7813-43-8409;7813-43-9315
THE OWNER. \ I ` / l \ // - /i-/�fy) 2JD? 'Yro / ,///' + t /f///�//� / �V/��l/-\ �- I 1 1 , I, / ' �l�
\ l / / / / '���//�� ////-_, „.s4\"' ,$6(';.' +/ ///frr / / / • I I \( I j I. 1 i/ , l J SITE C NUMBER:167961;170013;207385
9.CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION AND / / Wt /// / \''''''''
1w" / / +///F / \ 1 I J /�_r SITE ACREAGE.18.02 AC.
GEOTECHNICAL ENGINEERING ANALYSIS PREPARED BY ECS CAR LUUS•.LP?RIQR TO INITIATION\\\ 1 _/ / I In / \ l/,A / µ6 5�_�/f'Aa / / /f!/� / 1 I J '� I ( t TRACT I:688308 SF/15.801 AC U
OF ANY EARTHWORK ACTIVITY. \_ \ \ ) / / --/,";------_-------:
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/(//", 4,_/ l 3/ 44 -- 1 I I I}/I /I 1 \\ Z ro
__ F✓ \ �' \ I 1 I TRACT 2.53220 SF/1.222 AC
10.CONTRACTOR SHALL REFER TO OTHER PLANS WITH T • -RUC IG4l'TFOROTIER / ' / --- -- J E S'>°T FOR OTHER �" / /f �" `�^•fjlif - I I 1 1 1, I ' ,( TRACT 3:78512 S/18.02 A 0
1 ///S S / Pff'"S,P6 �f\ \4\4' A2 / / / S l I I / I
PERTIENT INFORMATION. U / / / I \ / / \J 0 6. .C� /// '�, _/ r� , �a1 .ROR-- / -.D 1ALK I I J TOTAL: 785125 SF/18.024 AC Z in 07
__n ( \�( / I '\ 49 00 h /rva / // .F7\, \_N• / - D5 C,,-, 'I EW
\ \ 1\ / Q / /% /'\y,� ion' /-\_ Nye°4 �,� w:el Y �� y�/j-// �,j- / / �//, 1 INSIDE RI�{Ij OF AY I / / I 61/• ED REFERENCE:DB 8682 PG 2496;DB 8682 PG 2500 c�� `�°I�
LAYOUT NOTES: - 4 // / _�- / / / / 0:�. , I ,. - 1 1 I ( I �" I I re•T REFERENCE:PB 210 PG 98 }z"' N n
�\ \ \ / ��`i` ///// ( Is'TYFEc �o e°�,. �� 0 r+ /�,/ ro� / - €I I ( ( i I / I�t W T To'
1.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL _I
4 d �-0\ I I / PLANTING YARD - ... - m✓-" - / / / to IMO'"1 k , I \ ( 1 I i j I,// 1 '••NING:CZ RM-16(CASE#22-19) D o W a--
/ l W \k N84°( '/' / .i ,dr , ;/1 ( If D w z
PLANS FOR THE EXACT LOCATION OFummENTRANCES, \ /•" / //y]'�1r^`�1- ( I A'\ Ib°F ,P82= - - • \ I I 'ISTING LAND USE:RESIDENTIAL cn i<
BUILDING DIMENSIONS,ROOF LEADERS,DOWNSPOUTS,EXIT '-" �\ , K I E 982IX / k8l°51'5iE '61�05' � , - ,T .. �� / el ' I m T I- \ I ( Ji / ,
\ Okr / - �jpL�C'"'" ! I.°\"P` �Q/ .y'iti • '°' -� -^' � cP SpN >�"'�/ � �� ""� / , ,, J J 1 , / i r 1 I/\/�I 1 J r FI OPERTY IS LOCATED WITHIN A ZONE X MINIMAL FLOOD N O o
DOORS,EXIT RAMPS AND PORCHES. \ • L k\� _ / �/ -I 1 I ( ) U m I`
\ 1 \ •/ / / / /,..`'ice_= ri ) Z.',„rim •A� ,,, sr /y, opx.bid -- J �) f A' / ,_ ( I I I I /, 1 ,' 1/ I 1 ,), gK AREA AS DESIGNATED BY FEMA.(REFERENCE:FIRM ce U
ctl CR o `' / J k:,' - ' J` ... -J _,. t.t� '� / -'-�� /r,' `' .e l`, „h„, , ,o 'l ( \ I // I ; I / / I I w w z 1
2.ALL DIMENSIONS ARE TO BUILDING FACE,FACE OF RB, ti e. $" GT 01052 -"4 1'• - TO&914.4T �s{
OR EDGE OF SIDEWALK ARE
TO UNLESS OTHERWISENOTED. R1 A�uRE ul4s ^ /_\�m/ / _r./'',/3 off^''' \ 4. N0#4" �- 4.l-af .fix: 3T , ;--�.n- o��.� ry // /..'r�/ ..� i ( �1 / yj I I I I/ 11�jf� 'JyAP NUMBER 3710781300J.DATED JUNE 18.2007). �z F
LOrnIG4TI�DL-.s° .74Fr // 1 '-2.,. i;\ \- 'eJ1.r --, •J --- _ ANSv y _ 1r.. �' ,1 - I 1'. I{ /11/ 1 , 'r 1 /' I l 1/1111./,,,OTICALD USE::NAD83 DLL, yrco
3.CONTRACTOR SHALL PROVIDE ALL LABORAND MATERIALS , / / /, A ..� _,��-�1 1 p 9N- "^' M � �� , / l 1 1 I ( /pF20POSED USE:MULTI-FAMILY RESIDENTIAL zro
FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND / \ / a ,•,,_L __ -- ---E.D° �i} N g.J--. -+\�+ -50'_ r tea:,, A:N', / / ,,- \ \ 11 I 1/1 / I(J J O F ro
PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTI NTEMPORAR GRAVEL // / (• 10. /� app:. �` // ••�„• 1'- J1 (r �iGPD$ED NUMBER OF UNITS:264 U' It'
/ /' j'' w:BIB.n \ s ;--1 ..... -s ,J/ - I I I J(lI l;�l I I I r OPERTY IS LOCATED IN THE EASTCHESTER GATEWAY Z < a z`�
PLANS. -GONSTRUCTI• / / �.: �•, 0\ oN a uBIo.a2�' sa6-•� i-�,c_� �SprE�H[R •a.�w•.,,rY ;!// °ter/ I J I / I 1 1 '(I 11 I, f
ENTR/�C)z :2ryzyj' �� I -Ix.ewa \ _ -__ eF�l-'..+ +:,,.• • ) e-j,.l �` (//r .. m., ' IJ ll/ / / ✓I 1 I RRIDOR OVERLAY DISTRICT oo a m
4.ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTEDyNi1TE \ / T/ A T1 \-- - I ).i) • �� �-Ti''' g i4, \1 rn I !; / • ( l /' l ' l 1 /4/ 1\\ W Q¢
4.ALL NON-LANDSCA WIDE ED...AND 2FEET o.c. -/ -.' 2l ' / >rs` ,0-E-2_- a.._/ _Si _�--� `_+._= / /" �''�Ir- ,r41;//r- F�' ' j ' \ J1111 IJ 1 l / 1 1 1 / / / 1 / 1p,f�ROPERTYISLO DISTRICT
ZONE40F THE AIRPORT W Jo M
/ 3 b" // �r� � �' -4-- ..OPEN SP/\►�r �� % 11 , .� Il-� l / 1 1 / / /�NERLAY ZONINGDISTRICT Z -
S.ALL STRIPING SHALL BE PAINTED WHITE d"WIDE UNLESS\ �� /� / ' �YTLAi�i � - 4� // J l( l I l ' 1 1/ /
'' / / / ( ♦ �/V' �B./ - A a �/ _� I /J 11 1 / /J/� 1 yROPERTY IS LOCATED IN THE CITY LAKE GENERAL (�
uRkE ENTRANCE TORE ./, /f' cord .. 1n,e76 SF(z 71 a• 4� _ _.��5 1� 1 .-� l! 1 / 11� JJI ( 7�1r 6
OTHERWISE NOTED. CONSTRUCTED PERCTv 1 •( •/ •• 1 y vm r '�` p• zob''n N , / �' / O 1 J / //J(✓ �/� I1 / / SI /( tq TERSHED AREA GWA Z
OFH ON S \.. . `QO/e_=°i�., �. ZONES.✓u // � -•Y !f (1A9 M'.1-i / 42 2. ( I / / I!// /I!1 ( ) p
(� STANDARD / _ >, T W i
6.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN L521 roT TAN I/y� „� !, ', - „�I �4 - \ _[/� / / -T m�°" R •, (I� I i \ L1
6.CONTRACTORIS SHALL
ION L R FER°TIER OTHER
) • i ./ -'t��� 1� ��• � - \ 1 -� // 1/ /r,�. - 1- IO�EN SP E7/_474 /, / 'i I / (1(1/ ( / 11 fir,/(
TAB�BABIx/ /a '/ I �Y►Z�9' � psif /_4� �..�. v J/ /` o' // / \e/%///i 1/ $ • •.:b'n '$ r 2Nd� P �A l i 1 / ' I I! //�/6(NAII RSHED CITY LAKE GENERAL WATERSHED AREA(GWA)
INFORMATION. / \
EX SiI B8.2446I/ • RA \. �,..`-_� � .-` BY/tli �,: y , r / J /// '1 ,r� �j # q{ i I l \ / TEA LOT AREA:18.02(ACRES)
\\ qy\�` RCP •� ••�0�� �� r' , r' (9 \ i ?, y^• t-.. p I ( 11 'iI/ i t / ''11III/r kTrgztL,RngEs„A7s(TATcxr-ExTzgzgEFFEc-,,vE,-„,
INO BUILT-UPON AREA(BUA):0.74(ACRES) a` / O. i �� - `M � �` •� ,' /.�'� :•: 9 / / //1 . \ 1 // / / EES(LOTAREA-EXISTINGBUA)/ ' '� ••.. ,� -® ,•' -ioy ' S.f l�� I A' �l3I\ � // l/4 .. ��-' \ I \IJ/Jl1/l // / , ily / i IfIJJ //l////IS: (ACRES) (%OFNETEFFECTIVEAREA)/y �. / a ri:(fl - + .'.., a , 1/ .• ! Y.��l Ill II / ( TERSHEDITIERDEPENDENT IE 50%]0%ETC)
IN1•'�' ___ . 4 ��.NEe/yh39°j'U- T,_ l •/ / ./ / ' I -I I(IJ IIII l /i / /l ' 1111 / , // POSED BUA INCREASE:7..(ACRES)(319,730 FT2)
.EX LAi ' ��I• . &i) eq/„ lib /� iki - J ( / ( / / ,✓/),4 0SED MLA%INCREASE 626]%(PROPOSED BUA/NET EFFECTIVE)
Bl5 •/ { a 1/ �i+M,S:�n� 1R ' ! •Jl- ( /l Jl ,/ /I �' l i 1 1 TOTAL-BUA(EXISTING BUA a PROPOSED):8.08(ACRES)
P
.r, •�,1/ ! J I I k IJ N) !I/J CAR""N
�\ l� p / / I T) TOTAL BUA,6 TOTAL BUA/LOT AREA:44.64%CONVERT TO DROP INLET)�,� / / ( ��•-c• ®•\.�.: -� I 1'usas ceTi w I -/ / / I //\/ // ( ) '� O....
) 8T3Clp • • yy ( ,lye/
RELOCATE EXIST/ /F•• C• ' / .J.�'� �-; A."'C�° •�/ ��► r � �� R LOCATO Ns �+ � wY\ ll•„ / _ :.�� ( 1 1/ / /_' / / I /// DENSITY: X HIGH ORLOW �'.'�FESS/p':�/
LATEqR N4 / / ° f/ I ' � „ 4ZZ V w * / ��� `• �l� " "i3L .. ,' l(J l O /, /111 ( I//l ;2:
.� ► V- / af 1 �'�r.� i ,.ry EL , , /,�)arcn ua Dbe Me '. / / •�l \ - 1 C 1111( ( !% '- i/l , II II//I/l OWNER TO USE DAVIS LAKE REGIONAL STORMWATER POND. _ .Q .�;
o NEENmArvc4 r • /� � Hxlsnre V"�! '� �-- EVCHARc c ;//� -_ rov ,- ♦11 /r / '/ _ ; 1 / / 1/ / /J lJ = SEAL
I :. 'f I,if Iy � \ �. �� �j i I 1 / I ,v / l l / ll l / / _y lases
/,• "�/I-1... ^: / ,,,1 • ?sro - / { I0 1\ �7 -- /a- j /•.'j if " ,J /(I i It 11 l /l 1/ / //-�11 //J((I f///j1// \ ANY SEDIMENT THAT ENTERS DAVIS TO B FROM SITE -ft§re„
4GINEE,'
J 7 .../., r •>R oo� i1f"r.. ` _' / ll, . �� ` ® I A ./ I I/111/lI / ;1 (JI / / / DURING CONSTRUCTION WILL NEED TO BE REMOVED. {-'`J 1 ,Ay/ i N':•.� � '�� z• . e'Ii� �' � I ��q m / l �/ / )l Il( .
m
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I ,� i/�. 1� / -�., "'tar m ��tl � +�t1i 4' wtt�� . �� ,/ /.. : * I (j1/1 !/ l% l ; �0 0 / /
/ / ,. .1!.a Ii // a/ / _ ,•- , (J 0 J - .. I �l� • $ l� �1�1 /'�/ l - J /J(IJ(11 iw� ( ' / 1�l//� / REAK DOWN OF EXISTING BUILT-UPON AREA: 0�2I�23
L 1 // I °USES,BARNS ACCESSORY BUILDINGS: 18,54
/ 1 •.(\eK' P\Opp � /jpa it ,�A _..��/, � I �/ v �/ (s)s•rPs ��1[�]�:, J �,����'F'I� ��m�lr•��I� �e♦ l� �� � I/JIII(( /� `t,' /�� 111 / / l RIVES,GRAVEL ARFAS: 13.75
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�a I / Bo3 .. /7,/, 7 . f►I/•'6T P -r ,$ s�� �y ,1 !fir /1,"7 z. `7 �l /l/ /I //�' , / ,� ll I 1 t/l 3z269SF 0.74AC.
J S I RG1 ,.... •1; 11 I / �' f k' 1l A „� .;.'?��//' ::A 3HELTEB..1� - � � r ��:� /; U III• ° •..s�� €/ ( f( /'('/ / J!// 1 I c
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• 111 Exlins. -I \. • �,� l,. I It\ • //.. _ / "-�� I 1 \( J rf / !/ / / ;/ / �/ / // BREAK DOWN OF PROPOSED BUILT-UPON AREA:
�II_ �.''�� ,/ n� I ' "�_�� - J l �'.-,. ,- _ 7,�'' l , 1 i '_.'( l /; 1 1 J f /' / APARTMENT BUILDINGS: 109724
I zl ( \Aa I ay Im / ®,� �'� l ' �.��14�'�A4,4/.^�' , lr : ./, _ 1 J 1�/I11/ /// l X ,I// / 1/I / • ( / OTHER BUILDINGS.
mainive lslesub,pool hse,gar. 119385
1 / y �' II' A v 5 '�/ 1 ��I/. ' � 1//���i��r - 1' 4j'.t . 1/ . /1 / )(// / /'l % y / , Il/l ////// I SIDEWALKS:
81996
ao767
cE�o�E/ I e I` JI -j-•� ..��/�� J / R�RAPAryNury/// / �� �itattpotto..........��® T ll� ,� �, .��'7 �G ,,��� �/ A�/I J//I j� l 1V �.// J / 351,872 SF(B.OB AC.) i�
B rs`` {{ + III ti: a�ror. i�° \ / //// ;Ip••s"�.•���7��5. �i�♦rr„��l. j 1{ / %�/ / i / j -VE%TEND�X.R950.i I� 83 II - ti.��!`�.ax'\.��;•5s /// / _ �� j r-% ® ..:^n:_`4�.�I. /��(• IVE /_ 1.1. !/lr --1 '// \�1�/ l '1 I 2 .J
APR 4 {, o f,11� 1'� s ./ O/ l •rO U �' \Illillinp- .69ACR:kI 1 yj 4%�rL /__,;/ / '\ ,( / \\ / -
fP" "'. Ex 18RCA)R� � � � //' •_ - I - BW I l - / 3 `S Q:, /�-($ •\l lr 1 I� I \�`' u.l n� D I-
(.O E EN 60��H�N,R i am. \�.' \r\.°k�./,,. / • e/� 9 /ire / �l a'sTEP$ j -•Ovs EL.�/ / I/�// l '/// ^ \\\ SOILS TYPES: 0_ O Z m
p ;/ / _ z 0 I_
- '� -.,1.; RCP S .F. 4- ', V 1G`� ,\1. 0 i -MA/ry co� , Q ,_ FrF �" ( t.:./ '/ �Ra ,.i C /1/1 � / �-�,,'/ / {/{' J Mecklenburg sandy clay percent slopes,° 3 P
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°I W I • �,>- �,_... \, (i4 / rif a r. ,,,. �1 �1 E m8 ..1./J / tl, / --- /•\ m°deratley leroded
g 'ss - \ H\°\2 '. z_4P`Py^, 'vim;- '.I�IC / 40, `°G. \--- b •.. t) `� :.... /n � ��a� .. IJ�/ / %1 � /" \ ChA,Chewaclaloam,DtolZ reamtsle 6 frequentlyaQ co
1.. -,,A ( percent slopes, III
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\I 4 .1 TA\ V7'. / `�•``-,�'z "\' / \_J`•1..�r - L� -_�1�- 1 /i; ;it ,. .. /f/// ',�,,' / /i / ` \ flooded Q H-L fill =O
v I G`� ` • / 7a S \ \\`ea.l �� / I WkE,Wilkes Po ndexter Wynott complex,15 to 45
Approve,' ««h.,lA 7�V�1 •• s 11/��' / // E7\ �� / // l %• I `r ��� �/ �\ //ll�/ �l' r I//;/i/ �/ ` percent p $// sloe
SIT 5g.Plan PPrm�,,.m. �i !'. /1��} fv If' T �, -� . \ I,' 1 ► / �l .. J7Y /l =i'/ ,/t r, ,� (� ` I � �1TL/ 4
T bS+•. f" l p Fx.24�x„oJr, e '' \ i I"• H� ( .: ® /I \\"l�"1 / \ 9. lL,JI N Al,,,,,,, " ) B V O,� q// HYDROLOGIC SOIL GROUP ChA Rahn B/D
~ �1�� a(' ,am/w /'f.. ,- -LL \ 29?3 )/- _' ( / / ' l "/'i 25° AZ /i / --/-� ,-.j \\\ / WkE,Rating:C O
point tice 6ea,u.= °/ A 1' l! t -^J/ \ -/f / „< 1 �y :,� .b_44 1\ / l !/1 , //,C0 4 2/ 1 • /'/ /✓ \ \1 w E,Rating i� • I V Z
Gve ra...on,.Mme van hu �}%%T ,b0 � 2b LSO l Er' �� A��'1 \' - \`- '.;;;.-------.1, \ �/- tTr ((Y I / / V!
Y�im•N comme,K.ee.m :B.e r /- �An \ _ \ I ,.;`v / z// „y-INe' '�Ao,, QEg✓ / Ad-•u.a Drain.•e for Buildin•Pads standard note T
F. suWm 'tp� INASV \ - -.` F7 1
a / m /\ ,y\ �00,,- \-L Tae5.l4 DRAIN BEe / /O r',Pied::-�io�11 \\� �4":„ �� /;,\1 \ n , �y • 1/,/ W
unless •3 1 I 4 / \ �.,� �[, ' 3 / / All new consgi on sites hall provide adequate drainage from the building ng foundation For res dential I-O
e 0° 2 3 : �\'''.47'� ►r:.aso m ,. \ �,�� \�\,� v I /' P w� �aYi / -l)
12/27/2023,1:01:21 PM ' Ark \\ \ ;,/ I _/ ¢� �q Q �onsWc[lon the•-•es shall slope a minimum of 6 riches within the first 10 feet from the foundation as 1n (\
GP-23-001: \ ( .•5 ,\� ,, / `,��c\ / �'IT•'/•'G I I \a�141 , .z. L 1 /-1' ( 2Y- f'/ / / -../ _/ re)Erenced n NC Scat:u Id rig Code Adequate drainage shall also be provided for new commercial `-• Q
o SuShil Nepal \ \/,'ram\ 6)�' �� oRAlx eD e"' 1 rDYN� w \C� \ �•" �.:yam , 1 \ �� I. �'• //rl//`� �,/�;t ✓ /; /'� construction ncomplan with the NC State Building Code.
�' N
p \ ',7/ e®'s`^E �",,E /R o c'70VHo I - '' / ' /��T '�� /' �' //(' / ' I / Replacement of sidewalks and curb and gutter(standard note)
��,,,,,,�✓✓ 1 R� �,,� / \ ax4 ',� I',....4404e°j '' f-/ / 1/ / -\ / 1 An a curb o sr driveways will be closes with standard curb and gutter on curb and
° /'k\\ A m / BkYXTCH5.1,1 T..." T`"691m ` \' / .,i ,�v\ I �� '\ /' .� A,� 1. �! / / )Any pen rig ysw 9u LL
w`I '/ A ttticccchhhh l03T.Ta/ p• '1°Pg p6 .G� .` / / ^� f� \/' gutter On ribbon paved the and hall be removed. IL lO
R i IW''63a 0'h'i13�\ / \ I'-� =/ / ///�1// ) ,%/ /, gu Pave driveway any J
Y OMIT 81 p3 etF \ ,:S 2)Damage to existing sidewalk shall be repaired to meet current City sidewalk standards. t1
V e I 111 9°"T W'B erg"°'�' / l ` .,`, n �Ooy=. -, J '�'kS '1� i 1 /fillior
♦ v ifi'Id > lJ
GENERAL H.C.ACCESSIBILITY °TES: IM;, a n I`)r\ ice` / /cr -�.� •' -I °�� © m'� °•'' / / / Private Water,Sewer•and Storm Systems
m 1> = ,: \B� \\ /OPENPACE lMl -.'^'>n. , -i ,�\ �O f �N,1// �' ,% .5�'0.m 1.LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NCBC,:-T -' ' 11t1 / lands /5 Nl •�•���'-•' ` T°�� e / \ / 5' '/ / /I apebuff rs N 'V•j�--•,- ,•.., /..., _ .; / /. / JV " / /'//--,- , All on Ste utilities shall constructed to the City of High Po nt standards However,all utilities not
ZO THE SAME ELEVATION AS THE FFE,AND SHALL HAVEAMAX.2% 1 P� B �,ir - " I''
\ I / 1 f:Bd �\ -a.. ��f `\., ��j 1 /!f' bb� / located within a bl c t or public right-of-way hall be t th maintenance to the water, M-•
SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL /r / , ro/ Njp ��_ �` 1•�� \ ` / / .�b' /\ pu (asemen pu s pma a with
I.� 1 K/ p1 / /`zz,•� /•" r: C ��(� 1-\"' ( ` sewer,and storm systemsprovided by the owners association or property owner(s)
3 2.THE SLOPES IN THE H.C.PARKING SPACE/ACCESS AISLE AREA 1\y_- col `I\ Il / / / / TWB 4 `� _` \, o� �'\ / I/// W` /' u3'i / \`
6w aas� z� Q6'' Responsibility tp Maintain Permanent Runoff Control Structures
w SHALL NOT EXCEED2%INANYDIRECTIONINCLUDINGINTHE [[ \ C1/ / / b sue ��' ) j/ '3 //T'\ I
Q DIAGONAL. ➢1 I 111 :`\ / yT \ / ( / 3 ��' /'�\ �// ' / ( / i Statement
e Fr 11 y \\�\� \ WWW111 ( \ (31)6j5TEPS �� \ (` • / / 00 vim
"c 3.THERE SHALL BE NO DESIGNATED PEDESTRIAN t 1 F,X 40' I / / // \ p���,���,j,pI{.,,�\�a' ! /-PROPOSED • � \ �"A // /(/ ,/ �8,0, •
\ The property owners)shall�e responsible for maintaining the completed permanent runoff control
tg b ROUTES/SIDEWALKS WITiINTHESITE,EXCEPT WHERE LABELED ASA1' F`� \ / � RpW' 1 / PEDESTRIAN - V �1� � //"/ �// �`� \ structure as directed byAMe governmental office having jurisdiction for watershed protection.The
" / �yQl p¢ / CONNECTION �'• \� �` \ ©,'`\' ' 1�' b" / / '' J' t the time of required maintenance shall be jointly and severally liable for
a RAMP WITH RAILS,WHICH EXCEEDAS%SLOPE IN THE DIRECTION OF �\ aJT / !� (�`"14 apep\ / -F` �/-�� &JBf1 �' / // \ property owner(s)o re�[da
.g TRAVELANOA2%clxossLOPE. { •• J e ea I '':\
*I'./
_ / r� tP\X' a�-i./'/ `' _/ any and allcoatsattyndant ereto GRADING
) , �\ / ��•' < , .�Z_ �I( 7�2K�2h� P \ \ 1 and
11' 3 4ALLPEDESTRIANROUTES>5%(1:20),IFANY,AREIABELEDAS \ Te 1\\\\C1/ / J/� ,, i / \W I \ /.j (,�` �) / \~J / \ En•in-'-r's•-rt'icationofRunoffControl:
% 'RAMPS'SHOWING \\ \ \ / Il .m•.�m„I,wrNe.11. 223 �• \� " \J fir• �$/// ;es` Y 'gl , / \ STORM DRAINAGE
\` \ / / \ �10° �A'Ib' \ \ \ 1 1 P •"�v'3A / / /' \ / I �, certify that this pl�n control runoff in compliance with the City of High Point Stormwater Guidelines
SLOPES,LEVEL LANDINGS AT TOP AND BOTTOM(MAX.2%SLOPE IN \\ ( -\\ / /\, / I AG \ / l7 (••2f¢i P Y` \ / \ / \\for Water ally an. load Control,and that the runoff control measures shown on this plan meet or
cmu.Mnel gem on lmm '
6 ANY DIRECTION \\ \J \\ 1 1 / / ( / /`-\ / �\W. \ \\\ /� ///// •• / / \ L _ eXceetl the, 'tl I' i the same Stortnwater Guidelines for Water Quality d Flood C ntrol.
INCLUDING IN THE DIAGONAL),.IILINGS/GUARDRAILS,AND SHALL \1\\ ( , / L / !>✓b°A\bb 26 E\Q-•' \ PROPOSED 5'GONG SID EWA, / \ \ gul ein�o ly an SCALE. "-6Q'
COMPLY WITH NCBC. l \. A / 1 m \ ipsi IGHT-OF-WAY' / DISTURBED AREA: Cq
w 1 ) / / Iy \ / •^G / / I /Da,-. \>'`\"�•.. Seal
\ \\ �\ / /-\ / \ , 6' / 5.15 ACRES Q. '�
E 2 5.THERE SHALL BE LEVEL TURNING AREAS(MAX.2%SLOPE IN ANY \ \\ 1 i / 1 / / r // �N �lY\ / \ 1'T (/4/ / / ' ` / Signs\-�, :SEAL:
f ESS/O'�i DATE: 10/24/23
DIRECTION INCLUDING IN TIE DIAGONAL)ON ALL SIDEWALKS \\ }.O. � ( \ 1 / / / U tJ'I'd''6/ \R ,-,// -964- / _ !'�;
(INCLUDING SIDEWALKS ALONG STREETS)WHERE AN INTERSECTING \ \\ \` \A \/ / / ! / �U - ° , � / / / 1 'SEBiL PROJECT: 1746-21
1 \� / BORROW/WASTE NOTE: /
n SIDEWALK CONNECTS WITH IT. \ \ _\ I 1 / I / \/ I I- / '
n \\ \ \ f f yj � L_ Vf / f 3' ,, //// / , SIT O BALANCE.NO BORROW OR WASTE AREAS. / '4Je4
\\ V \ A v V A l / l / j°� [/ �I P / /' I / y...ery / '�T- GRAPHIC SCALE
0 B.ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS(MAX.2% \\\\\ I \ J / , / / y� i60y _ �gt•'\' , �, MnaT EE LOS GINS '-1. DRAWN BY: TM
SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL,AT THE TOP ''•' RNEWAV en /
V A J I / / ���p HacDlNcc ,/ D 60 30 0 60 120
AND BOTTOM AND SHALL COMPLY WITH NCBC. \\\ I / r / / } N(,V' PB 6'� nlaasn gtl •% /. �`CUR9a GLITTER 51DEWA K�0 / SIDEWALK NOTE: - ,,
v \ \�\\ --'/
\ ( I / / / �B% OT'i P ercnlrenmelero Al(U✓/ PLANTINGsIRIPgFrvECEsSARv) URIJQOB�RUCTION,SM/FTHINPROPOSEDSIDEWALK in11\\ I J J 5
].STAIRS/STEPS WITH LESS THAN A 12•ELEVATION CHANGE SHALL \ 1 , \ 1 / f O `d- ,.L, \Q." /\rj) // / / ION(LE�.L(T L TI•POLES,FIRE HYDRANT,ETC.) l INCH- 60 FEET SHEET
O COMPLY WITH NCBC 1003.5 J ..- IA / / \\„ \\ \ l ( I / / - °\ --•U� * e I n1-- :063b1 ' / ,/\ I /24/23