NCC240477_Site Plan or Location Map_20240220

GENERAL NOTES, OF APPLICABLE) 'C'� v' J' n' III \ \ . \ r l
-ALL RETAINING Nor,GREAT,THAN 4 RE,IN EBERT REF., TRANSPORTATION NOTES:L ,\� p I�� III Qj\\\ Gp\�� I _ \ SOLID WASTE NOTE: a C.T. DIxoN Si- REVISIONS
FROFERr.uMIrS OF rc,,HOIG,'i�A6,,LES,,,,,,,,IGNT ,5 �I I III �O\ P` 1• DEVELOPMENT
TELL CALL FOP A SITE VISIT PRIOR c Z
ANY-RO OVERHEAD FONER LINE,EXIST Norm irvE LE-SS THAnt TEN FEE/OUTSIDE THE LIMITS. FRoPosEo DILVEWAY oR WITVN STREET III 24'FG-FG (��(•• I O PPORI CA IvFOR AN MGM, ER PAD/
PRIVAT WASTE E
SNUL r:Or INTERSECTION n�GHT r�,M Le. u I I v CONCRETE DIIMPST�PAD ,• I vARBAre SERVICE PROVIDED BY PRIVATE COMPANY
xL slceRw.rs wEaE AN IMnERSEcrING. TO OR FROM THE REL,c RIGHT OF RAY, NAB I 1 I ROADWAY BY W/ENCLOSURE.`.JET -‘1.-
II
,s sln=S,uLL raeE w •
OTHERS AR2)&C DUMPURAL TORS.DRAW 165. 1 S
\ yeti RAK LLc (2)SGY vuMPSTERs.SEE V'1ETLANDS/STREAMS PEF!MITTIN6 NOTES:
,$![J \ z2 PARCEL N0: 92888 OUTPARCEL SOLID WASTE NOTE. @r I _ BEEN(WILL BE)
't
TIE RELIC RIGHT OF RAY. Y \ \ £w U PIN: 7866685917 \ �1 .FOR ANY WETLAND a 4�
cewuKs wTN,H j U DB 717fi PG 164 _ N NECESSARY APPROVALS
- Ls xOEEO QY T� ,' \ ��/! PB 175 PG 14 -NO KNOWN werNL`ANDDISTURBANCE.
S)N THIS SITE H 5I TE ��
ALL IPEOESTRIAN ROUTES Pr 61,06,IF ANT,A,SHOWING.SLOPES,LEvEL LANDINGS AT TOP AND a+m AS x SLOPE AROu,m ALL ABOVE vr,unEs. L1 ,S \ ,� \\ \ �/[I ZONING:CD-RM-26 OBTAINED
R AIn LITI c AVE P� OV,P
IN ANT DREcToN INcLuDING IN RE DIAGONAu.RAILINGS. AND "'CCC \ \\ \\ usE:vncANT i�'I DEMOLITION DISPOSAL NOTES: P \.G�7
- MBE w� I I - vED SHALL BE R3auIR3D TO
im ANY AT THE \ END ROAD AT _
-AND 5HA,comPLR WIT-,THE Rea,SS,MAN IT ELENAoiOr,c CHANGE SHALL COMPLY
PER COG sro.•a,e-a. PROPER,FaoNrAGE \\\ N PROPERTY LIP. "-,.,„ - ❑ DEMOLITION PERMIT THE COG INSPECTIONS
DEMOLITION PERMIT •_ \ '� -� III - _ ROL NEIPL TMAMLOFo LL veBa,s N
... \\ \ _ A LANDFILL FEaMITED Br T E �y
TAR17,NHLE ooN5rEoEBR5
D �35.
ANT s,r�,,,RE TD BE REMLNED SHALL REm RE A N aH�A RREBA�EaNsrALL ANY oA„AG®GR
FROM,HE WILDING N5PEcrorvs DEPARTMENT ,HT,ER PLO.PROPER,
,EENARIPEAMD _ n r�jTT
THE 9-9
� W �� AP
oR R B �rAN RM r \ " ��Q �� li
�� I VIGINfY M
IFE N G PARro 2A o MLI°I F ATI N sI FNALK AND/OR vruE OVER AND �� - w. �. ` r III
PUBLIC STREET E PRIVATE DRIVEWAY AT ,313-24OD FORR THE 15'AROUND 5GM - - `�0Kit)i---12 -� 1SI6HT'IRIANGLE NOTES, A�IGNrENr cF AN ITT • R-NO OBJECTSSI&HT OVER 30•IN,EIGHT FERMRTEp WITHIN I YL I.LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER
sIGHr TRIANGLE Fat LDo 3o-II Iz 3 \ ' Y z _PROPOSED F)C' NGBG,BE AT THE SAME ELEVATION AS THE FFE,AND
• �N/ ` SHALL HAVE A MAX.2%SLOPE IN ANY DIRECTION
PISGAH CHURCH BASED UPON Bs NEN SPEED LIMY •`` N 1 LW'M-y1 INCLUDING IN THE DIAGONAL.
-SIGHT TRIANGLE REQUIRING A 20 X 250 SIGHT TRIANGLE. PROPOSED DOUBLE TIER N` .g s V A IDE I 'ROUND OR SgUPJiE 2.THE SLOPES IN THE H.G.PARKING SPACE/ACCESS
U
NORTH CHURCH STREET: RETAINING WALL.SE. \ .' '.I 1)-1,, SMOOTH WALLED IDRILLED AISLE AREA SHALL NOT EXCEED 2%IN ANY DIRECTION z O
GRADING PLAN.WALL \ ., V .1‘ O INCLUDING IN THE DIAGONAL.
SIGHT
TRIANGLE
Nv 20'x 305 SIGHT TRIANGLE.SPEED LIMIT PROPOSED YET I MEDIAN.BACKFILL WITH SOIL.
DETENTION POND. DE516N BY�r,elo. , ` I .� p I INSTALL 24'X40'R4-4'K� l�
($Y OTHERS) /! �� � •_ I I- RIGHT'SIGN MOUNTED 18'ABOVE 3.THERE SHALL K NO DESIGNATED PEDESTRIAN Z N
• Y ly/�,\�/ _ I 71,
OM I OBJECT MARKER. ROUTES/SIDEWALKS WITHIN THE SITE,EXCEPT WHERE N .8
_ Y11 LABELED AS A RAMP WITH RAILS,WHICH EXCEED A 5% ry
�/// /., 1:,-‘' ,a- N 1 II SLOPE IN THE DIRECTION OF TRAVEL AND A 2% jm ry 0
Ep�-T• _ W LI1
DE11E OVER AND '• y // . 1� 11 I m0 I GROSSLOPE. Q5.0' S0' NOTE _`` LL,ii.
CONC 5' CONC. SIDEWALK 15'AROUND 5GM 1 , , y ♦.. �1 x �� X III 4.ALL PEDESTRIAN ROUTES>5%(I 20)IF ANY ARE GRASS / ,y / 1 �� ... 19' �� II O NOT�rN NGDOT DRNEHAN m ..EXISTING STRIP SIDE - ���/// �' (' PERMIT REGMIIRED FOR P839 LABELED AS'RAMPS SHOWING l(1116
= F xQ
W 5' GRASS STRIP Q °S '-
CURB 4 GUTTER WALK / � l9- R I I �yEWgT. n� SLOPES,LEVEL LANDINGS AT TOP AND BOTTOM(MAX.2% Z a
TO BE MAINTAINED END OF POND / 1 11 SLOPE IN ANY DIRECTION p V =
4% 2% BY THE CITY OF ACCESS AND B / - � ��j, I INCLUDING IN THE DIAGONAL),RAILINGS/GUARDRAILS, Q ,, Y
__ -' GREENSBORO MAINTENANCE ^ v -a-^ /`'�. / AND SHALL COMPLY WITH NCBC.
QQ
__EXISTING___3___, EASEMENT / // ��V (,N•� `\\ O I • I !O ��•, • TREETI ^' p 4
\ / � �.4 EX�T Y \I A TYPE CONCRETE 5.THERE SHALL BE LEVEL TURNING AREAS(MAX 2% 0 Y
/ / •/ - I Y •Gt6 S. , p _ DRIVEWAY APRON PER SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL) Z Q F
TYPICAL SIDEWALK SECTION / •
/ / ` vim, T� ON ALL SIDEWALKS(INCLUDING SIDEWALKS ALONG K Z
�% STo.�416�. Z
•
FOR PI56AH CHURCH ROAD '�\��„_/ `,O •
�O v 2. ACCEPTABLE DRIVEWAYlai
H. S BEETS)WHERE AN INTERSECTING SIDEWALK CONNECTS a O
..• • / s / ' - 1 V ® CJ/� exl7 FLusr+YY �' '" ZacsU a I. &RAPES PER cob STD. iii_ o wlrH Iry W o a m
N.T.S. / STRIP® // a O M1�Q]® .\0." Sl r �� I� a yl 16-A '- W T
9 - \\ K _ PHOIINT,_ - 1 II b.ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS Z =
6' // ISLAND a ]E\� �(O lIG A - ' C I• _E)(,R/Wil
1 II (MAX 2%SLOPE IN ANY DIRECTION INCLUDING IN THE
/ // / /`�,-I \ f` �� , -` �• I I 2I0 .�III
_I VARIg W DIAGONAL)AT THE TOP AND BOTTOM AND SHALL z 2
COGNCN.s of wN \ lam_ EXIT \ OM,gy/_ l� .1ST I ^ COMPLY WITH NCBC. W a wAIK FADE of WALK // ` , \ - �� _`� :: ENTR,/ W. -_ \ �'\ I b�m �_ I1 op II III �l `F' u" - 1.STAIRS/STEPS WITH LE55 THAN A 12"ELEVATION �}}77 -J
T 9' PROPOSED RETAINN ' T 1 \ � `� .. ` EXIT �' BpLLgRp\�_ �N ' I', _I II I� W® GRANGE SHALL COMPLY WITH NGBG 10035 n �,
WALL.SEE GRADING�LAN. `I NS �� .�. .. �( � - (TYP) `92• "3t . I I , OR SOUARE SP100TH 1 O
HC - WALL DE51G BY-OTHERS. (� e ZZzz---111
`\\\ ® AL` : � i rnN I'
' q: '9 // 9• �� Q \ `�� 1O ° f �3 6- ''� 4 I WALLED HOLES ` If-] SIGN NDTES:
��/ \ ! .� a N8237.0 FORh..DB GONGH�TEII ��J9, - U- REcuAnoNs
GNN FOR VAN ACCESSIBLESPACE. \-....... /- THSDIL1PIsrAi N K,WLLREEDTO5EAPPLEDFat�ARATELY.
D SPACES•AISLES ES IB y4PER MAR. `� ` Q� \ ENTRy •*_, P GN N COMPLY lED IN Ott OF REE ARTICLE �N ARo
sLE sNu.Nor ExcEED z. :\ R \ EXIT Y..• ..n • ' '� o C&� O n -MED-'XI8'Rb-IR'ONE III A SIGN ON TWO ELoo.S Q a D
He PACERS it . - 00 T,. ORM SEWER NOTED: F ESS/ /
��� a R4DIU5 WA
1111111‘
D LND $D o AL.
IAA eE E NEAA DOSS"AEG''CROSSWALKS \ ` \ L\'�.111 '. H� • P/LusH va/ .� Ar,E oP cuR�Ilit❑ q14,I _ III p O - �oR;o'A ft TIPI TP''RM R Ns;ALLLAT oNN EcaNTACT RogowAr ss ;'' q Hr•9
(\\\ F EDU H LL AT(3361 31}46 T
ALL DIMENSIONS ARE To FACE OF CURB UNLESS ` \\ \ ` ^, $I K �A (TYPICAL --_____ II 1- H 1 tl NSPEGr Orv5 Ar(3361 3T3T2336 E SE REINFORCED CONCRETE P P SEAL
[MER..NOTED. ,,np, 1 LLB' ALL NEw przA L 6E REINF E PIPE
TYP.PARKINS SPAE,F FETAII \ Vo "J" _ ` \_ - 'I G RADII) 9 I III Ins oTli w sE Norep ON PLANS ) - 14984
, NAGEPP HEAL
n
Nrs \ / ENTRJ &� ��I °o .. / e' I III �' H�++/, 5.. .'
s \ EXIT yt. C / 1 L y YOUf NOTES, �i9 FNG IN e0..yZ.,
NOTE. ANY EXISTING SIDEWALK THAT IS EITHER n ` \ I N�Cj bPJ°+ I I ��I1 III PORCHES.EXIT RAM,AND BUILDINGARCHITECTURAL PLANS RODS FOR
EXITDOORS P 0,,
DAMAGED OR NON-ADA COMPLIANT SHALL a9 11�IIFLOCATION OF-
BE REPLACED AS PART OF THIS PROJECT. \\ wlO`\ • \ �A ��- p��\ ,�'��` b OVA +, I icr, rvv FA FOR THE EXACT : ,�\1(�
• p� Q'1 �i �•` I 7- ' E.PAGE t,F[A1RA. \1
ROADWAY IMPROVEMENTS NOTE: A� ` \ r/G \ , `E�y�a `" �,�,,\ U' c seNAee ANo PAVER-ENT MARKINGS As SHOWN ON THE
PROPOSED ROADWAY IMPROVEMENTS,SUCH AS 70, \ , \ A I , III ��wi.nrAnD MgreR us FOR rH:E g/6/23
*LUSH r1 \N.,__*.
e i t' ``a I e /� I III I PFp ISLANpB HALL BF PAIN Fp«I E WITH s RIPFb 4•
..‘
CURB&GUTTER AND WIDENING,ALONG A PORTION �9 5I '•+ \ w Ar 4s ArvD z FEET D.c.
>34 I I �j I N I 111/ DOLL S N P GD Au eE A Nn p w RR a RIDE u LE s o REPRISE Non p Z
OF RANSOM ROAD,PAX ROAD AND DIXON STREET TOg 'YS 0 \ PROVIDE r. •' \ i \ s A j ►�" I F corvrRAcroR N qLL REFER ro OTHER PLANS WITHIN rws caNSTwJcnoN sEr
BE CONSTRUCTED WHEN LOT 4 IS DEVELOPED. 3 </, 1 \ �. WG RAMP ' r/� Or` \ ri- III I oR OTHreR PE
Rr ENr NFORPIC ON. J
N S "F %,,
\ \\ k6A5PUMPISLAPID / ` \ \ :�� __ _ 1 Qyy�� \ P ® SITE INFORMATION CL
LANDSCAPING REQUIRED PLANTING CHART 84 w TH rniERH.AD . �\ i,
V / PROP6.JEb 9 coNGRE7E •- V A I.PARCEL W., 269s U
LIGN 1tV CANOPY. ` \ / '\ / n , \\ 2.PIN:T86l68-6T30 F-
�v 1 •.11 SIDE WALK WITH 5' I p
STREET YARD Lam« RID - S3�'y 6 � \\ SEE ARCHITECTURAL ��v / V �� bRcss SYRUP Pez cob Bx15nr>6 S
DIFFER YARD ate. D _�r i' NOTE:COORDINATE
LCOATION .CARE,RDE.. \ .�rryy _ ` `
57,"
,dexsxal rNm 4Ev Ia (SF) AREA TIRE, TREES
6�iL^, O J,\\ y� \\ / 0\ \ \ \ �P-\t\1/� STD.418-A �� HGR 3.GURfENT R'BIFiINEY�PAaK RNE Q
wNB ? ,
� F°D \\ \ P\ \' ' �♦ wI o .IAA$Ci6ArnH�I \ 0IIItL
ar4o oiz O z
GREereoaa,N n4O9 W
6 1n
,. / \ /\ \ 1 �� TH WALLED 4 DEED REF:D.4�64 Io44 H_ 1 - 1n
PLANTING YARD RATES / �l A - A 4.04 �'• T IS REA SIGN \ D OR _
Yard u I Nn.A,y Hnar C7ge Trae Unecr.tmy snurN / • \ I G.Ob. 6 PM ATION:0FILL WITH Sleln( ) (N.) 0'R44'KNING:w
likUNTED 18' T PROPEL
Type A 4RETAINI (5t£IfA1L�SHF�'f) � ' I OB•EGT 3TIo1e66o0J PANEL No.IBIS EFFECTIVE DAlE 6Ae/BOOT O Q
Type c Para tD 15 ss 2%HOLD i00 f 3/HOLD 5/100 rr 17/100 25/100 ri \ �`��' � �\ \ \ 9.W.OF EXISTING LOTS.2 fill 'T" 03 LI-
Q
•
Parking Lot NA Na NA 1/12 NA NA SPTRACKS, rir �� APr . ', \ II / 1o.W.of wwPaseD Lors:I Z
T rloe use Area s NA NA Na z/laor 1e/1ao r snzEEr serBACK Io EXISTING \• ` 4 ` ���, �, _ _E_ _ f', O W L-
II.PROPOSED LAW USE:LNJWROMAT/CONVENIENCE STORE/RE-STAI/RAM(LUG:3)
parking
RETAINING WALL. Q^
.,....
Pen PERIMETER sErBACK o
(1)Type A Planting Yards require al east one row or evergreen shrubs or ander.l«r tree. BUILDING HEIGHT.3 STORIES SEE&RAPIN& v G�OP5AT TON arrow 5g'\.yti• LLAA � remrs 2.W.of BIILDIN65:1 BURPING WITH 3 uwrS U
(z)T.,.my-r v.(zs)r..l an.em.r M N Mx,SPT OR sETeACKs. PLAN ` S. �i� �TO S�� 105• SHOYPI PER A TI �3.BUILDING HEIGHT:I STORY,CANOPY NE1.1,let TO BOTTOM EDGE 0
o HOWEVER,F A ` \ - A
(3)Ten(10)rest m center SETBACK I5 PROVIDED THEN , �., 'tT/ "�� \ O� /{ / ' �� R.1�•
�$ PERFORMED BY 14.PARKING REWIRED:B=PAGE PER 500 5.F),(2 SPACES PER PUMP PER SIDE) ` I .
(4)Three(3)Meet m center IT MUST BE AT LEAST 10' E �``' d , � � \ , RAMEY KEMP 5TAGKIN6 REQUIRED:2 SPACES PER PUMP PER SIDE littw
SEE SHEET 3.1 FOR ADDITIONAL LANDSCAPING REQUIREMENTS \' Q \\\ ` ,//0 .�\ tP d y ,A ASSOCIATES. CC
\$ / q (// \ _4y . \ / �l , I 8,20 5 F.TOTAL/500 5F.=21.4 SPACE-5-28 SPACES
Cam- © /. B GAS P,lr X 2 SPADES X 2 SIDES =32 SPADES(9'X 20') Q (n
AIR • %! _
1.ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT FROM THE BUILDING INSPECTIONS ` 'O \ ' \ DOG • /M/RC�111E '' -• �" S.PARKING PROVIDED.545PAGE5(INCLUDES FL SPACES) U
DEPARTMENT. `� \ \t�/i/ $ "_"• _ _xi _ �C ° STALKING PROVIDED:32 SPACES(9'X20'1 " 0
> \ �,' •( q� /W, 55- I I6.EXISTING mu-SETS AREA: AL. _
2. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT DISCHARGES IN ACCORDANCE WITH NCBC. '� \ �� \ i`y�.. -
�.� \ , .PROPOSED BUILT-UPON AREA:1.41 AC. Q
3.ALL EXISTING OR PROPOSED OVERHEAD POWER LINES ARE INDICATED ON THE SITE PLAN. IF NO OVERHEAD POWER LINES `6` `)\ PROVI1jE ' k(X6� 'Y�,w� j\ �� / BUILDMG IS Nor SPRINKLED Z D
ARE / HH/C.RAP•le6,, ,, \\\\.�rv' // N.EXISTING GR055 FLOOR AREA:6,101 SET Q
PROVI.E NEW
INDICATED,
4. �NDINGSTHERE
OUTS OUTSIDESHALL
ALLBEBDOORSNONE
SHWITHIN
BE SIZED PER THE
THEPROPERTY
NORTH CAROLINA BUILDING CODE(NCBC),BE AT THE SAME ` ` \ ' \ X20� ON\ -;T-yb�- i i •
HANDICAPPED UTILITYN POLE RELOCATIONS ARE / asl PROPOSED
NFTHEDESIGNATEDR AREA: .GREENSBORO M Q
:Ill Aa \ \ �� k OP / RAMPS.COG SHHojE APPROXIMATE AND ARE WA ER yPPLY IAA B En Q
ELEVATION AS THE FFE,AND SHALL HAVE A MAXIMUM SLOPE OF 2% 1:48 IN ANY DIRECTION INCLUDING IN THE DIAGONAL. *IPA INVESTMENTS LLG '4 � / STD.1141> SUB.EGT O DUKE ENERGY A AL.
\ 1 ((�� ti I 22.sou_mPE:cec2 cE IL Li
PARCEL N0:92892 LA/ q \ { _ BRIDGE GAP IN 23.DISTFBED AREA:2.0 ALRCSr J
5. SLOPES IN ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES AND ACCESS AISLES SHALL NOT EXCEED 2%(1:48) PIN:1866684601 �' $`�,'6 \ ��E1"� \ N'� SIDEWALK REFERENCE / /// / 5
IN ANY DIRECTION INCLUDING IN THE DIAGONAL. De 8046 PG 2168 d \ . // 1
PB 115 PG 14 y� VA. A ����. �� COW
VE EXI 1 a / C7
6.THERE SHALL BE LEVEL TURNING AREAS WITH A MAXIMUM SLOPE OF 2%(1:48)IN ANY DIRECTION INCLUDING IN THE ZONING:GD-G-M i,�fQ ' _IV=C� - � � I NS
I NIT b'- REIN P51 CONCRETE WITH
DIAGONAL ON ALL SIDEWALKS WHERE AN INTERSECTING SIDEWALK CONNECTS WITH IT.THERE SHALL BE NO DESIGNATED LSE:RESTAURANT \ d{G •
J' ®�� C CONCRETE pRIVbYAY I� FIBER REINFORCING
PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE LABELED AS A RAMP,WHICH EXCEED A 5%(1,20) � I\O \� \ Qs / APRON.BRIDGE GAP IN III G.ABG STOLE BASE(COT'TAAGTED)
SLOPE IN THE DIRECTION OF TRAVEL AND A 2%(1:48)CROSS SLOPE. ` - -. �/' STING CURB AND SUTTER 1 I COMPACTED 5UB6RP•DE
•
•
-5 v Ns w1TH TEw CURB CURB/ SUIT
7.ALL EXTERIOR PEDESTRIAN ROUTES SHALL A MINIMUM CLEAR WIDTH OF 48", INCLUDING CLEARANCE BETWEEN RAILINGS EXISTING li • \ .:OR•- --j. COG STD.1501 \1� I ..
WHERE PROVIDED,AND SHALL COMPLY WITH NCBC GUARD RAIL - - O \d s_. -
8 THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE,EXCEPT WHERE LABELED AS A \, 'Ili
°�\\,/.4E ' _- / �� I _ ®� ®,O �ISITERAMP,WHICH EXCEED A 5%(1:20)SLOPE IN THE DIRECTION OF TRAVEL AND A 2%(1:48)CROSS SLOPE. I \, f / J • /� /. '�� _ _ _ _ _ _ _. VA„
\, ° V MAINTAIN 5'T-- _ � �-- (1?\�EE.¶ j', \ '✓ III ���III III\�II III \-�\I �\i �\� �\� �\i f\i Ti - PLAN
9.ALL PEDESTRIAN ROUTES WITH SLOPES EXCEEDING 5% (1:20)ARE LABELED "RAMPS", SHOWING SLOPES,AND SHALL HAVE EJgSTIT4G 7<1,41111 ...'
�p\ ,�_,4 : STRIP ON BOTH SI•'- i �� /ems `
LANDINGS DESIGNED TO PREVENT THE ACCUMULATION OF WATER ON WALKING SURFACES AND WITH A MAXIMUM SLOPE RETAINING WALL. y -� \ - / a� OP NEIN DRI ' /_ .--- .�}T `^�j� ,yam"�� I I III III-III -III III -III III III-III III-III-
OF 2%(1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL,AND COMPLY WITH NCBC. RAMP RUNS WITH A RISE OF SEE .INS \ O°'.'-.rj'.� / t ` ^✓/ \/ `�7�\` e I I CONCRETE PAVEMENT SECTION: SCALE: I" = 20'
GREATER THAN 6 INCHES SHALL BE PROVIDED WITH HANDRAILS ON BOTH SIDES. \ Glli/REE4WE EXISTING G1R8. / 1 / /:V o�J, v I 111
10.ALL EXTERIOR STAIRS AND LANDINGS SHALL BE DESIGNED TO PREVENT ACCUMULATION OF WATER ON WALKING SURFACES, END OF ' / �% / / C �� 9 \\\ I I OWNER/DEVELOPER:
DATE: 6/11/22
HAVE A MAXIMUM SLOPE OF 2%(1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL AND SHALL COMPLY WITH NCBC. RETAI >I N ,� PER COG$TD.1416$. C\C ® \ O CIVIL ENGINEER:
p ►/c) 0 '� )\G PHIC 1 I PREMERSTORISS.INC.
CPT ENGINEERING&SURVEYING,INC.
11.CHANGES OF ELEVATION OF LESS THAN 12 INCHES SHALL COMPLY WITH NCBC SECTION 1003.5. ERA.D TABLE DRIVEWAY ® / 1 2362W.MEAOOWuIEW ROAD,SUITE 116
/ GRADES PER co& '� �R�' /�P` {�\Q O� e 'Ci1 , I I 4D 4400 TYNING STREET GREBISBORG,NC2Tam PROJECT: I T54-22
12.ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5 FEET WITHIN 50 FEET,AND ALL RETAINING STD./416-A, I% �\\ k®� Y/ Ty HIGHPOINT,NC272�
SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF LESS THAN 5 FEET AND LOCATED CLOSER TO A BUILDING THAN THE VERTICAL , _ . / / C - (, ® -�� PHONE:08)81G.ENM
�` S ) l �� D� •1��IE'7/M� PHONE CONTACT CHUO8800EX,P.E P.LS. PHON338)861.0569 66 DRAWN BY: JAB
RELIEF,CA SHALL U DESIGNED BY A REGISTERED DESIGN PROFESSIONAL,AND REQUIRE A SEPARATE BUILDING PERMIT AND ,rD� // P / - • `I� 1 PHONE:(S16)612A806 EXT.304 FAX:(338)85IW569
SPECIAL INSPECTIONS. 4 MA NTAIN 5'GRASS OW ''ww
NW Q��i II IN ":a'� I III FAX(338I812-8780
// /STRIP ON BOTH SIDES i Sekre V dig,i- 1 111 Eh 0 EE. 111 BOA: 1g.[am SHEET 3
' �_/ OF P89D,IVEINAY / ii� i i �• III III