SW3240801_Plansheets C2.0-C2.12_20241118 (2)

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/ \ / \ FUTURE ADELINA- /" ;) \ . __- o�o�.• ""' •;y9o,,
/\ /— 7 �\ PHASE 3(SUBJECT ��/'�\ \ "
\ / > j,\ // _ ) LICENSE NO.:
/ TO CHANGE) </ / ///� \
/ \ / j//If���//�f i%I/�!�////� 1.N / /yS PHASE 1 KEY MAP SCALE:1 =700 o 6;i6CIAT->
✓ \ \� /F`�� / �4\ f SITE DATA: `�\'`t.1 l•r\�v A 1 I1'' _ / /�A ss �� v - wog •%,,t'
\ /- -1 I I ' ` /p'� //%J\ \� \ \ OVERALL SITE AREA: t230.97 AC.
- l/ 7 / // / \ \ \ / 1 PHASE 1 AREA: L98.89 AC. �� /9�'. ��
\ \ `/ \ 1 COMMERCIAL AREA: t19.32 AC. _ $EAL : _
/ \
\ \ \ ' \ ) / / / \ PHASE 1 DENSITY:CZ). 2.33DDU/AC. �9'F �'�
\ \ \\L / y `11 //�A / IJ //�--)1� PHASEI PROPOSED LOTS: 230 ��Tj••NGINEF:••�`����
\ ` 1 / /\ / , �-� �/ \ ��\ PHASE 1: p 9.CIINKuR16\\
/ / \ PROP.AREA IN LOTS: 39.59 AC.
2024.09.28 09:40:16-04'00'
\ - // /� // \ \ \/,� PROP.AREA IN PUBLIC RAN: 21.27 AC. -'
\ ' / / J /1 \ — PROP.AREA IN PRIVATE ESMT: 0.57 AC. m
...:(21
\ ///// /// / J\� PROP.PASSIVE COMMON OPEN SPACE: 32.52 AC.
/ / \ / v \ LINEAR FEET OF STREEN PEN SPACE: 15,871 05 FT.
........
/1 ✓ ' \ \ //// /`/ I >\\ / \ \/-4p SETBACKS':
S - \ / / (/ I / V/ \'''',,,/ MIN.FRONT YARD 10 FT.
' -� ( -.Y... /` Y! MIN.SIDE AVARDETBACK: 520 FT.
FFT
/, �� ` \k \/\ �'/F MIN.SIDE YARD AT CORNER: 10 FT.
p _,/ \ >' '/ K / ' \� MIN.REAR YARD: 20 FT.
FUTURE ADELINA- \ . --^\ N \ N\\ / \ / \ / \ ` 'SETBACKS MEASURED FROM RAN UNLESS NOTED OTHERWISE
•�,‘ PHASE 2(SUBJECT �• \ '' - \//,�;��\ \ \ //`'<<�\/ / � ) LOTS:
`/11 • �/ \ \\/ FP / \.P� AVG.LOT AREA PROVIDED: 7,499 SF a
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, TO CHANGE) `� Z it���� %�,,��\ `�, / P�\�\/ GQPV PROPOSED LOT STANDARDS: El
W
\ % C \\`\\ Il�/` i` /% • �F `C O\� ^ SINGLE FAMILY DETACHED:
/ \\ ' �/ ���, \ / \ '�'P// \ MIN.LOT WIDTH: (3475 FT)
\ s � �;/\\ \.,
/ �\/•\ MIN.LOT DEPTH: (125-127 FT) 3
MELANIE OSEPPFESTER ` I / / 11 /// �//�\\\\\ \ / \ \ \ i( MIN.LOT WIDTH: (2634 FT) G
/ // \ �/ \ FRONT LOADED TOWNHOMES:
PID#06162015 \ , MIN.LOT DEPTH. ( 100 )
DB 899 PG 508 / \ r TOWNHOMES
20,010 Sq FT \ i 1�`\� '/�� �\
\ 88 FT
0.459 ACRES C \ ` �}�},, <O •'•�`4 '' \ \ / /\\�// MIN.LOT DEPTH: ( -155 ) -
\ DAVID L. FRANCIS \ al` ` MIN.LOT WIDTH: 28-38 ) w
FAMILY LIMITED \
////// �m ` I / \ C\ / (102 AFT O
139
SHEA HOMES \ PARTNERSHIP \ / p/> AIR\VE 'a �2 >'\ i ///'����\\\ \ 'LOT WIDTHS MEASURED AT FRONT SETBACK y
CAROLINA,LLC. PID06162014 \ ` F y tSTOt \ tf;;4\
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PID#06162016 O DB 4552 PG 609 \ ` Ot\ «
DB 386 PG 75128072 n N',,, \ \ / , ��'; \ "', a,a \ \ \\/ \ w
0.645 ACRES \\FT
`\� \ \ % I s ���'13 \ -- 1I ,l\ \ oO11
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\\ `, SOH EXIST. PROPERTY \ ) :121117\
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- w411100.
\ BOUNDARY(TYP.)SOH , P� • t�� NI. ' - \ I./'/�10'.1� N.
\�a \ \ PHASE 1 \ �''. .P1O0BR E %// \
FUTURE COMMERCIAL \ \ - > / ` �- ) O ) /�Ir
AREAS(BY OTHERS) \ -- - �/� �, Z S f \ a
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SSCs.�, \ \ / II'� \ PID#06159010 D \ h H- Z _ \ N �n 'p\\ 8, 8840 PG 0602 G ��� ,'.a^^ I�O 1 \ ® ao ® ,oa I� \ w WF 4 a\\ co n oENGINEERING FIRM: ESP ASSOCIATES,INC. �,\ \\ 187 291 AC '/// J! \3� ^A•�n - - - O ® �I`e I \ \ / A~8,158,407 Sq. FT �3aL1YN:s." '1'44' '
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ADDRESS: 3475 LAKEMONT BLVD.
Cn�\` \ \\ // �G E1+ 1 //. �„�GE 0�; 1 `PN\ - GMILANESE ALLEY _ e N SE DRIVE u - WFORT MILL,SC 29708 y \\ / \ N LT
PHONE: [phone] L \ [\ \ _ �% .' zx x, \ os I as `- __./ \� \ az �es ee .o ez sa'I, "m�,o ; \)
I CONTACT: MATTHEW R.REIKING,PE -9 �� \ /� / I.
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F FAX: [e-mail] �� , ' P�� _ c \ - ) ET Q/ N
w � /
u, DEVELOPER: SHEA HOMES CAROLINAS <(\k.f)
90 V ) /l/% 1 v. �` sTRF �� /', ` //� l A
a ADDRESS: 10130 PERIMETER PARKWAY SUITE 300 / / �/ ��\, \ // !%� �/ �j' \ J J
CHARLOTTE,NC 28216 \ \ \..� / :: / //® ilt13I. \\ � / �,� .._- � Jil
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PHONE: [phone] zs s ze „ �� �I/���� „1,..,III/ ..� \ Q
CONTACT: JC CHAMPION " 19 QFAX: [e-mail] FUTURE COMMERCIAL `� . Xj ' - - z® • //��� �`1 QREVIEW AGENCY: UCPW AREAS(BV OTHERS) \\ \ \ �/ �� �` `. , cUGH /ierg /I >LLJ z/" -��� '; ��� GRAPHIC SCALE 0 a
ADDRESS: UNION COUNTY GOVERNMENT CENTER, \ 9 -.,, , /OH �� r�� p•
500 N MAIN ST,MONROE NC,26112 EXECUTIVE BUILDING CO \ \1%•. y9p \mac<.` O r ` \ /•�j�� 0
C PHONE: [phone] 1 / F / I r ' ��
Ee PID�/06162016C I/ I ��j � / IB
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DB 7922 PG 0001 = ON \, //' \ ��� �I,'/ 0
REVIEW AGENCY: TOWN OF WAXHAW PLANNING DEPT. / I
$ ADDRESS: 1150 N.BROOME STREET,PO BOX 6 VEREIT REAL ESTATE LB \ / \ / , �, 1 \ y �� �iQ/'// (IN FEET) O
WAXHAW,NC 28173 PID#06162018 / - I --\��j�g,/ ;� N
1 INCH=200 FT.
PHONE: [phone] EXT.225 DB 8159 PG 463 / \ I I /���/L� /I�/ _
WAXHAW SOUTHSTAR LLC ��• \� -
PROPERTYOWNER 1: SHEA HOMES CAROLINAS PID#06159010 y�� I I \ �j// PROJECT INFORMATION
WAXHAW HOLDINGS LLC
ADDRESS: 10130 PERIMETER PARKWAY SUITE 300 DB UNKN PG UNKN \ \ /
PI5206162018A / _� \ PROJECT MANAGER: MRR
d CHARLOTTE,NC 28216 DB 7528 PG 0853 /� \ / / /,�� \ \ / DESIGNED BY: SAV
PHONE: [phone] / \ I
3 CONTACT: JC CHAMPION `� \ / / / / / -` \ /I/ �� DRAWN BY: SAV
PROPERTY OWNER 2: DAVID L FRANCIS FAMILY LIMITED PARTNERSHIP / \ / / /// \ \ \ `` PROJECT NUMBER: 23.00409
ADDRESS: 7916 GRAY BYRUM ROAD I I / \ \ \�� ORIGINAL DATE: 05115I2024
WAXHAW,NC 28173 \ 7-1_,...,
PHONE: [phone] Know what's below. SHEET: /�
s CONTACT: JAY SEYMOURE&MICHAEL BURNNETT Call before you dig. CL O

GENERAL NOTES c o
SITE DATA: OPEN SPACE: DEVELOPMENT INFORMATION: _o (5
1.UTILITY EASEMENT DEDICATED TO UNION COUNTY PUBLIC WORKS LOCATED ON EVERY N m
OVERALL SITE AREA: t230.97 AC. REQUIRED MINIMUM OPEN SPACE:10%PASSIVE AND 5%ACTIVE NAME: ADELINA PHASE 1 LOT OFFSET FROM RIGHT-OF-WAY. m o Z m N N '�
PHASE 1 AREA: t98.89 AC. w E m yy S
COMMERCIAL AREA: t19.32 AC. PHASE 1 SITE AREA=98.89 AC. SITE ADDRESS: 0 PROVIDENCE ROAD 2.ALL LOTS SHALL BE SERVED BY UNION COUNTY PUBLIC WATER AND PUBLIC SANITARY m x= m�S n
PASSIVE OPENSPACEREQUIRED=98.89X10%=9.89AC. WAXHAW,NC 28173 SEWER. Q a m 3
MAX.DENSITY(R-4 CZ): U.S DU/AC. PASSIVE OPEN SPACE PROVIDED=32.52 AC. w U m ii S m 1
PHASE 1 DENSITY: 2.33 DU/AC. ACTIVE OPEN SPACE REQUIRED=98.89 X 5%=4.94 AC. USE: SINGLE FAMILY RESIDENTIAL 3.NO PRINCIPAL BUILDING SHALL BE CONSTRUCTED INSIDE ANY DESIGNATED EASEMENT AS W �+
PHASE 1 PROPOSED LOTS: 230 ACTIVE OPEN SPACE PROVIDED=4.94 AC. MULTIFAMILY TOWNHOMES SHOWN ON THIS PLAN(I.E.DRAINAGE EASEMENT,SANITARY SEWER,RIGHT-OF-WAY,SIGHT
TRIANGLE,ETC.). i
PHASE 1: TREE SAVE: ZONING: Rao(CZ) SHEE :6
4.THIS PROPERTY IS SUBJECT TO ANY AND ALL APPLICABLE DEED RESTRICTIONS, V i
EASEMENTS,RIGHT-OF-WAYS,UTILITIES,AND COVENANTS WHICH ARE OF RECORD.
WATERSHED: CATAWBA V l= •7 '
PROP.AREA IN LOTS: 39.59 AC. REQUIRED MINIMUM PHASE 1 TREE SAVE AREA:30%
PROP.AREA IN PUBLIC RAN: 21.27 AC. PHASE 1 SITE AREA=98.89 AC. 5.WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF
POST CONSTRUCTION f i
PROP.AREA IN PRIVATE ESMT: 0.57 AC. PHASE 1 TREE SAVE REQUIRED=98.89 X 30%=29.6]AC. WAXHAW CODE OF ORDINANCES AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ��, '‘2":,
III
DISTRICT: CATAWBA 4�� j`
PROP.PASSIVE COMMON OPEN SPACE: 32.52 AG PHASE 1 TREE SAVE PROVIDED=35.29 AG=35.7% STANDARD SPECIFICATIONS.
FEET OF STREET:
SPACE: 5671 05 FT. REQUIRED MINIMUM OVERALL TREE SAVE AREA:30% PROPERTY OWNERS: SHEA HOMES CAROLINA,LLC 6.CONTRACTOR IS RESPONSIBLE,AT CONTRACTOR'S EXPENSE,FOR ENSURING AND .,..-
LINEAR \ SHEE ��`����TAX PARCEL NC061fi2017 AOVERALL SITEAREA=177.38AC. OBTAINING ALL NECESSARY PERMITSAND APPROVALS PRIOR TO CONSTRUCTION.THESE 'F t 54 PMTMIll
SETBACKS": OVERALL TREE SAVE REQUIRED=177.38 X 30%=53.21 AC. CHAR PERIMETER PARKWAY,SUITE 300 _ / _ C
PERMITS MAY INCLUDE,BUT NOT LIMITED TO;GRADING,DEMOLITION,BLASTING,ZONING, J
CHARLOTTE,NC 28218 ���/IgI I
OVERALL POTENTIAL TREE SAVE PROVIDED=t53.21 AC.=30.0% BUILDING,OVALS. Y,DETENTION,SUBDIVISION SPECIAL USE,WATER AND SEWER PERMITS
SHEET n �����^++++��11Wei
DB 8819 PG 608 AND APPROVALS. C2.3Ifr IIIIIIIIIIIIIIIII 1
MIN.FRONT YARD: 10 FT. /
MIN.GARAGE SETBACK. 20 FT. NATURAL AREA: DEVELOPER: SHEA HOMES CAROLINA,LLC ' /
MIN.SIDE YARD: 5 FT. ADDRESS: 10130 PERIMETER PARKWAY,SUITE 300 ].PIPE SYSTEMS,CHANNELS,AND RETAINING WALLS LOCATED IN COMMON OPEN SPACE SHEET AREAS VEL TPE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION FOR .
MIN.SIDE YARD AT CORNER: 10 FT. REQUIRED MINIMUM NATURAL AREA:17.5% CHARLOTTE,NC 28216 THIS DEVELOPMENT. CZ.9
...i"i ii I 0,,,,,,0„,„7 4
MIN.REAR YARD: 20 FT. PHASE I SITE AREA=98.89 AC. PHONE: [phone]
1 I,'SETBACKS MEASURED FROM RNJ UNLESS NOTED OTHERWISE NATURAL AREA REQUIRED=98.89 X 17.5%=17.31 AC. CONTACT: JC CHAMPION 8.PIPE SYSTEMS,CHANNELS,AND RETAINING WALLS LOCATED WITHIN RESIDENTIAL LOTS
EMAIL: JC.CHAMPION©SHEAHOMES.COM ARE THE MAINTENANCE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. G
LOTS: UNDISTURBED NATURAL AREA=18.75 AC. il'
l
NATURAL AREA IN PLANTING STRIP(�75%=2.09 AC. ENGINEERING FIRM: ESP ASSOCIATES,INC. 9.CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE APPROPRIATE 04. I 11111/0AVG.LOT AREA PROVIDED: 7,499SF NATURAL AREA IN UTILITY EASEMENT@25%=0.09AC. ADDRESS: 3475LAKEMONTBLVD. UTILITY SERVICE PROVIDER PRIOR TO ANY INTERRUPTION OF AN EXISTING UTILITY. , ,� \\\\IICA ITTT/�PROPOSEDNATURALAREA=20.93AC. FORT MILL,SC 29708Q"4 '(N• •RO
PROPOSEDLOTSTANDARDS: v P
PHONE: [phone] 10.DEVELOPMENT WILL COMPLY TO ALL TOWN ORDINANCES(EMBANKMENT,BLASTING, O•Z` �� ='..
.•'•••• •• ti
SINGLE FAMILY DETACHED: FAX: [phone] DUST CONTROL,AND POST-CONSTRUCTION). ,t.e 410- :c i ~•t.9��
MIN.LOT WIDTH: (34-]5 T) CONTACT: MATTHEW R.REIKING,PE \ Q Q- Er.
t S
MIN.LOT DEPTH: (125-12]FT) EMAIL: [e-mail] \ QQQ�'�OQ _ t LICENSE NO.: '
•
' °° ° ,c� zo sDE PHASE 1 KEY MAP SCALE:1"=700' '�'4��31„11111`�\%
co^^'T'^^^c^T^1^I„u^,.«. •Ast's,
' FUTURE ADELINA PHASE 2(SUBJECT
° °1-,7" .� T OCA \,
\ ...
fa G TO CHANGE) J°°° °Al • J PUBLIC STREET DATA FOR ADELINA-PHASE 1 �//
•
° °° • UGC , :''t 74'RIGHT-OF-WAY \\1�, I 1F,/J�
pV�. 1�A ° CCCJJJ � /�
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•\ °G ^° = I 61'RIGHTAF-WAY /,/ �'.
�A• \ ° FUTURE V n ` ) PAMPHILI DRIVE 635 LF SEAL -_
� . ' `'y ❑° JTREE SAVE 30'SAN.SWR. . i 038830 NA I
EXIST. PROPERTY 441 l' 1.,,,:,,,,,,;,...,,,
/,� ° AREA ESMT.ITYP.) �� 4r SHETLAND AVENUE 1.082 LF '
BOUNDARY(NP.) 00� Sr' \\` ''',6 0 �°° J Gn U V - a TOTAL 1,717 LF �9•.•�. �•.���
.Oi Z G'9 G ,---1o•SDE - `■ 4,TT•�GMEF:•'� �
AiJ♦ , '�� @��9 °° °°° °°. ,R 41� Cl� 5]'RIGHTAF-WAY /�/FWIR:IR�0\
>y ° PROP.PHASE . ° , �;- .�v +� 2024.09.28 09:40:24-04'00'
���- f ° m�q.a, a�' CAMPANIA DRIVE fi]9 LF
PROP.25.RESIDENTIAL O�� A'>' °L °° LINE(TYv.) rrnalR' SAN MINIATO STREET 287 LF
�1.\ O G O �° E( �A ♦Qm
BUFFER(TYP.) '... !y B ° °(7 . Try"'�,�� �'e.y ALDOBRANDINI STREET 603 LF
�A� .(, L °° °° 30'SAN.SWR.❑ �r , ® BD BORGHESESTREET 839LF m
_ �O. tillilitil
�' O ESMT.(TYR) 1K�A ,(,C1 tl` ° J �� /°/// I / t /PRORGyTOTAL 2.d08 LFWALTER PETER&- O, ° �� 4 '' FSMELANIE ROSE PFISTER FAO 9f Y >4 I. 7 Tp q/NT PVR F 51'RIGHT-0E-WAY
1. •��.. , `7 °°°° ' °° /. 1 f '� /MS'CSNFSTjf F
PID#o6162015 /- �' k'N 'V [/ T
DB 899 PG 508 SHEA HOMES ' �0 �' y9� \ °°0° -*wit �I_ [' OFN,FpRY R,w/ PRATO STREET 415 LF
CAROLINA,LLC. / �� /�. ° ,} E q'1'Rq PISTOIA DRIVE 8]2 LF
PID#06162016 DAVID L. IMITEDS �HJ �!�A, `\ ......,,j0.'-', 0 ' '�■�1 kl TOTAL 1,287 LF
A
DB 386 PG 751 FAMILY LIMITED OH •p0
v OH�OH- PARTNERSHIP T�OH �pA fjl. �y■`' (. 4���'� 51'-5]'RIGHT-OF-WAY
ti OHS PID 06162014 YA I■ 0
OHOH� # EXIST.50 PIPELINE ESMT. ,���, ' \ - 1
Y, - /e, OH-�-OHS DB 4552 PG 609 �A • 1' ��- 1� - GENOESE DRIVE 1,686 LF
OHS DB 8420 PG 837 •p�, �� \' a'N Q
/ ��A ' j� \ W� 2 Cm V 46 ,�1 FLORENTINE STREET 1,210 LF
\ H OH EXIST. 30'TEMPORARY •rj� �` ®n_ Z f1 41__ I SICILIAN STREET 831 LF
OH r CONSTRUCTION ESMT. \ YOl• j 11 ` \\`' a"� m Y y TOTAL 3,727 LF
\ DO 8420 PGE
837 YOB µsa �V� �� 20'SDE o O DI
\ - [,\Ill
A / ,-A' P• \ '',1
; 4� �' MAXIMUM BUILT-UPON AREA(B.U.A.)PER LOT
O\ �Ap �'/ a��p� 20'SDE VA
( MAXIMUM BUILT-UPON AREA FOR LOTS 1-23,44-78,200 213,216-230=4,798 SF
\\-,``Y� \ PROP.10.TEMPORARY q�4 1�
'^\ ` FUTURE
CONSTRUCTION ESMT. G� �� �.. \ < MAXIMUM BUILT-UPON AREA FOR LOTS 24a3,79-129,145-155 214=4,2]7 SF
PROP.10.PUBLIC I• \ I� \1� W
O� :..!.. COMMERCIAL• UTILITY ESMT. 7 I IrPI \ ' \p� I�j t•' . �: : Z MAXIMUM BUILT-UPON AREA FOR LOTS 130-144,176-199,215-3,081 SF
\ PROPERTY (TYP��= -- �✓ �� = \\\ '7y/ ♦ �� ,= ��(- � ,�\ n _ �`�•_- j V MAXIMUM BUILT-UPON AREA FOR LOTS 156-175=2,330 SF
4R' 42.75 AC) ,..III I -
%
*\\ \ SHEA HOMES CAROLINA,LLC. %// � ` -ry � ' '��� /, \,_
��� II��� \ U W LEGEND
«,_,s • tea'"•""'® �� mi �� 0\\ F��ypd I�,Ip a r !- N
\% \O PID#06162017 , _- ... �'�'• 1, p��y ■'YII �� -��®u �� ' _� r3 PROP.CONCRETE SIDEWALK -„�, ,,.,�, at
:�\\ DB 8819 PG 0608 ,i^ INWIWO ff.4* p O\'\O tX _ ------' ■M � P R a (yl- :;1 bt'r,{
\\ \\, .\ /,� / / AD=+.., '+ .. � J G \OQ. P O\_ I■1 �� -dddlCi-1:'dp�! ee v I I PROP.STORM DRAINAGE EASEMENT(SDE) .:: O
PROP.20'STREET D `.- �� G� O q6`�°� \e\ ■ ■■
••3.•4 LANDSCAPING YARD ELIN •` r �' c \fi.1G ALLEY 11 ( 35
C. o.,• (TYP.1 �/ / A BOULEV J 1 r. P\pP\ P. ILANESE I III 33 I 34 _ _
\\�\:•�/.p.• \ • PROP.SANITARY SEWER EASEMENT 111.111111111
MAINT(PROP.]4'PUBLIC ARD ' �"��` �3C1 �� \Qp� O�G M CCESS ESMT.) I R VE
// n AINED BY iOW ) 'I' �301 �G�'SDE l20'PUBLIC A PRIVIn. .) a I GENO SSE O C RN+1
\ \ N OF 1\ _ NTAINED PUBL7 W
\ \ \\\ / / KONA), I/ It �301 CMG_(_ W S- (PRO MAINTAINED BY y w
*',.---" ,�0 /g -- PROP.UTILITY EASEMENT I \\\� I
\.k \ \ / ?f""' \ ''J� ' �.. 1= t� . CMG= 3.. TOWN OF WAXNAWI : I
PROP.SCM N3 301 2 1`:`+"-•'
�\\\\\ ` „/� \ / ����`��� ? (DRY POND W/ 20'SDE .- �= j0p II^\ \ PROP.SIGHT TRIANGLE �jQ $..*0O..N.
s :. .,t 'I I ��*III 7 �. SANDFILTER) "• _ _ _ '^�`v QQ =` \ \ is1� 1aa���
J, `\s\y� � //�//4�/7//h _rI,1 / - _ _ \ ' PROP.STORM WATER •Ctl 11CY-1
rAG ,jam \\� �"'�'v STREAM-''''\ \ //// 1 II i \\ - m,- \ C -• • ` CONTROL(SCM)ESMT. •II i
EXIST. 50 /..L.L r, •
A 'P \ \ •
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° I •Jf�O• 11D
`P A� O � � C FUTURE \\ _� �' , -.AP��4Vr� \\n ) PRA TD 9 18 17 1 16 I H nF - ♦�``' O`°°, EXIST.STREAM TOP OF BANK i
!y O \ PROP.5'TRAIL \ f"� Cr. TREE = '
COMMERCIAL (y �- _
o, * \ PROPERTY WI6'ESMT.(TYPJ \ "TREE SAVE! �I � -(•MAINTOAI�NED BY TO BLIC RAy) g;' I , ° \ ° • //
C EXIST.STREAM BUFFER /Ty?' Q ) \ ` -\ ' AREA 06 I\ I/ \\O f/1 Ri'mi_41, � WIi OFWAXNA J I I ° °° 1 i/ I o
9�F, D \ \ ' •4-4 \ 8 DB _ ®��- T I1� n°\--'
,�\O ° PROP.PHASE LINES -��� O
\ SHEA HOMES CAROLINA, LLC. j`O ..m®✓ 11 J LJ LJ LJ LJ LJ LJ L
90 \\\ �\ �� ®� ` �►�� ,�I: i G PHASE 1 �,
PID 08182017 'J 4 �[® BRA•• \ PROP TREESAVEAREAS
�` \\\ DB 8819 PG 0608 \ �>��,+ I
'^.++�°'y p ', 'B%,',4.„, -im_ - 1 ��11 1-�°1J \ L'` \ n n n n n n r
\\\ \ \ \) '�'�: _1 1.--„--.\ ® _ / ( ... �.i1G dalu d'.l Gt � \ °LTAREA 09E,°O,I \• PROP.BUFFERMEEFTEL Z
\\� \\\ \\\. / ihk `;,�, \ ® ) •'' Jw• 29• I \ ,• ° 061 AC-1°� ` ', PROP.TRAIL CI)
`� \ 28m 27 ®I � . U � � � � � J N
1) \ \ \ ?F•FJ'"o• / \ ' \ \\ ( ) / I \1..
° / ♦ , PROP.LANDSCAPE AREA 4a
V VA / EXIST.30' �/' \ .1J / -.- H n _ I W
••,tv \ PROP.20'STREET \` 1 \ T
\ \ \ . 4 / INTERMITTENT \ � II - - _ O =
\\ LANDSCAPING YARD C
-�� \\ •�:SS (T 134 / STREAM BUFFER \ \ " \\ 4% ''vYv , L.L
,„, / / EXIST. PROPERTYN
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PROP.SCM 01 UTILITY ESMT. JJJ///999-
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PROP.SIGHT TRIANGLE 1/4 I -:
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EXIST.STREAM BUFFER Ci 42fi.fi4 500.00 22].z8 413.82 N86°56'11"E 46°53'23" Ci6 34.56 200.00 1].3z 34.52 N]3°3d'09"W 9°54'03" \L7 265.37 N82°29'30"E L29 763.35 N71°67'44"E L54 48.44 S08°50'39"W LLJ
C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02" C17 64.99 100.00 33.69 63.86 N87°14'78'W 37°14'21"
PROP.PHASE LINES ____ L3 268.12 368°37'08'E L31 577.92 384°46'42"E L55 110.56 36fi°15'd3'E _ _ \ I Q
C3 257.28 500.00 131.56 254.46 N79°50'18"E 29°28'5T' C18 30.06 300.00 15.04 30.05 N50°19'34"W 5°44.2T' I
L5 140.01 N65°05'50"E L32 23.63 N73°11'25"E L57 875.04 N71°55'49"E _ _ v/
�' PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ LJ L - C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33' O79 196.15 200.00 106.77 188.38 N25°O6'01"W 56°11'31'
Ti�D1••��••yy\-1 7n Ti- M M���///\r' L7 729.70 585°25'73"E L34 79.47 N85°05'50"E L58 31.57 N53°77'47"W r _ _ _ _ Q
PROP.BUFFER C X N N 1( x x x 7( 7( 7 L8 61].26 N42°32'39"E L35 119.18 N78'31'10"W L60 119.]9 S71"55'49"W OS 256.72 250.00 140.97 245.59 SOU'02'73"E 56°50'10" C20 52.91 90.00 27.25 52.15 579°57'39"W 33°41'09" 111' \ V
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C6 262.99 200.00 154.42 244.45 Sib°17'24"E 75°20'33.. C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52'10" w
L10 787.18 S37°27'78"E L37 159..16 N66°37'08"W L62 99.50 578°O4'71"E / V
PROP.TRAIL L12 223.57 321°22'52'W L39 45.27 S74°DO'32"W L63 662.95 N18°04'11'VJ C7 105.11 150.00 54.82 102.97 S33°53'73"E 40°OB'S5" C22 88.19 150.00 45.41 88.92 N79°57'39"E 33°41'09" \ / _
PROP.LANDSCAPE AREA - L74 49.33 353°57'61'E L40 59.21 N47°27'21"W L65 67.08 N05°13'18'E C8 23.38 383.84 11.70 23.38 517°43'08"E 3°29'25" C23 43.92 90.00 22.41 43.48 522°49'26"W 27°57'33" \ '\ W
L16 64.57 N27°22'S2"E L42 473.67 N53°11'd7"W L66 267.00 S71°55'49"W C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33" C24 145.94 200.00 76.39 142.72 S87°09'5T'E 41°48'28" \alAaritt / uB
L17 2.30 S20°18'01"E L44 79.83 NO2°59'44"E L67 408.54 N71°55'49"E_ C10 28.82 90.00 14.53 28.70 S77°47'32"E ID'20'49_ C25 86.19 90.00 46.72 82.96 N80°3]'59"W 54°52'24" PROJECT INFORMATION
IL L19 224.02 516°48'35"E L45 292.28 S03°UT 04"W L69 85.78 576°35'27"E C11 93.68 500.00 46.98 93.54 S81°35'55"E 10°44'05" C26 78.54 50.00 50.00 70.71 S26°55'49"W 90°00'00'. PROJECT MANAGER MRR
L21 126.81 368°37'08'E L47 25.94 N09°59'14"E L70 50.88 NOS°13'18"E C12 109.07 300.00 55.14 108.47 S86°38'47"E 20°49'49" C27 81.30 200.00 41.22 80.74 NUB°25'27"W 23°17'29" DESIGNED BY: SAX
3 �� GRAPHIC SCALE 1 11 s" L23 415.14 S86°57'57"E L49 146.03 NO3°07'04"E L72 908.54 N18°04'11"W C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°08'35" C28- 109.88 200.00_56.37 108.51 N87°40'WE 31°28'44. DRAWN BY: SAV
L25 199.68 578°13'52"E L51 25.34 N36°48'13"E L74 45.27 N55°18'32"W C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34" C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°17'29" PROJECT NUMBER: 2340409
.d L27 87.37 N82°56'19"E L52 340.57 S36°48'131W C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14'21_ ORIGINAL DATE: 05115/2024 SHEET:
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x I ❑ I PROP.STORM DRAINAGE EASEMENT(SDE)
= J � \G. � Cl 426.64 500.00 227.28 413.82 N86°56'11"E 46°53'23" C16 34.56 200.00 17.32 34.52 N73°34'09'W 9°54'03' '^ Z
❑ I PROP.SANITARY SEWER EASEMENT - - '��\\ \G C2 403.90 500.00 213.70 393.01 N86°14'21"E 48°17'02" C77 64.99 100.00 33.69 63.86 NOT"14'18'W 37°14'21'_ N
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C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" C19 196.15 200.00 106.77 188.38 N25°06.01'W 56.11.31" W
s, PROP.SIGHT TRIANGLE ri �:�i�%i�i�%i�i��i e CS 256.72 250.00 140.97 245.59 S08°02'13"E 58°50'10" C20 52.91 90.00 27.25 52.15 S19°57'39'W 33°41'09" p
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/ C9 108.51 120.00 58.28 104.85 S42°42'52"E 51°48'33. C24 145.94 200.00 76.39 142.72 S87°09'57"E 41°48'28" PROJECT MANAGER: MRR
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GRAPHIC SCALE ` PROP.PHASE LINES -_�- C12 109.07 300.00 55.14 108A7 386°38'47"E 20°49'49" C27 81.30 200.00 41.22 80.74 N06°25'27'W 23°17'29"
PROJECT NUMBER: 23-00409
PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ LJ L C13 38.90 200.00 19.51 38.64 N77°22'01"E 11°08'35" C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44"
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/ 44/`4� 53.00' - - RE -�/ / / I ' $S 40 } } I SIDEWALK ITYP.) ❑ C1 n 41
n n n ❑ PROP.10'PUBLIC =
PROP.UTILITY EASEMENTCO
I \\\\N ®.'� /yZ 56,00' 51 12 7,312 S.F. �/ ❑ ❑ ❑ ❑ ❑ ❑ C CURB S GUTTER(TI P.) ❑ ❑ (T P.) v!aPROP.z'-0"VALLEY UTILn7ESMT.�•�••• _�, \ 20'SDE 4540' � ` / } / IH/ I \ Q
5. PROP.SIGHT TRIANGLE ••••+•••+TiTiTM T:T �a* - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
��° Oil+04.OA4.Oii••i0•i'���' I\ ` \ \ - - - 53.94' . :::.../ / / / ..}.^.N.� ]924 S.F. ■ ❑ ❑ ❑ ❑ ❑ ■EXIST. 30' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ Z
_---_ - -_ / / ' INTERMITTENT ] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ J
PROP.STORM WATER �C�{C \ C / �. ..� l / I.'.j. ../.. 20'SDE o I' ❑ ❑ ❑ ❑ ❑ ❑ ■STREAM BUFFER , n n n n n J W
CONTROL(SCM)ESMT. \ 4'.�: �:::.: N.:�: :. ./_: Q I (TYP.) EXIST. ❑ ❑ EXIST. FEMA ❑ ❑ •■ .. _ LL
• ■9t ■9f \ / ram �:�:{:::.'::� a I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ INTERMITTENT
C \ E%IST.50' I ■. ....:.::... ....:::::.........:.::.�:.��.� .../::::G' ::,@B.Up:::: ::: " 1:.:EXIST.STREAMTOPOFBANK \ \ PELINEESMT. J / _it
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r \\/ 1'::::::::::::::::::: r BANK NP. ❑ ❑ ❑
PROP.PHASE LINES -��- \C 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ i■ ❑ : ■ : ■ ■ : �, ► ■ ■ ■ : . ■ ■ : ■ \ .../ / , ■ C ■ ■ �' ■ ■ A!(❑� ❑ ❑ ❑ ❑ ❑ t N
PROP.TREE SAVE AREAS n n n n n n r S� \ ' ❑ ❑ ❑ ❑ ❑ ❑ C\❑ ■ , ■ ■ • , ■ ■ • ■ ■ ■ ■ ❑ I ■ ❑ ❑ - I �7❑ ■ ■ ■ ■ O_
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PROJECT INFORMATION
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L-.•�t� ❑ ❑� ❑ ❑ ❑ ❑ ❑ n ❑ [�❑ ❑ ■ \�� i ■ ■ ■ ■ ■ ,, ORIGINAL DATE: 05115I2024
/ EXIST. 100-YEAR SHEET:
I 11 KY
\ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ a I ❑ ■ a ■ ■ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [_FEMA FLOODPLAIN❑ ❑ ❑ �❑ ❑ ■ ■ ! C•Knout What's below.
, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 a ■ ■ ■ a ■ ■A.I■ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EXIST.50'STREAM] ❑ ❑ ❑ ❑ ❑ ►1 P3 ■ ■ id r /
(IN FEET) ! SETBA"((TP.0 ` C2.5
CBI(before you dig. 1 INCH= 40 FT. \ • ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . a ■ ❑ ❑ ❑,fj ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ G 7 ❑ ❑ ❑ ❑ Cl❑

LEGEND
o
e c iU
PROP.CONCRETE SIDEWALK C . ...,.., ='a'.:,i',1 STREET CENTERLINE CURVE TABLE " °t N `-N
CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA _ �5 ry o.
PROP.STORM DRAINAGE EASEMENT(SDE)I._" .-.:- \ \ Q a Cl `m
............. _ I \ 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" d y LL-
C2 403.90 500.00 213.70 393.01 N88°14'21"E 46°17'02"
PROP.SANITARY SEWER EASEMENT - - C\G \ \ C2 403.90 500.00 213.70 393.01 N88°14'2,"E 46°17'02" W O 'y'
_ _ _YY 50 PIPELINE EASEMENT C3 257.28 500.00 131.56 254.46 N79°50'18"E 29°28'57"
PROP.UTILITY EASEMENT \\ Y \G\,...„ DB 8420 PG 837 SHEE C4 241.37 500.00 123.09 239.03 N28°62'53"E 27°39'33"
PROP.SIGHT TRIANGLE CS 258.72 250.00 140.97 245.59 508°02'13"E 56°50'10" C .7 i
"""'" '" '"'•' 2\ \ \G \ C6 262.99 200.00 154.42 244.45 S16°17'24^E 75°20'33" \`\\\, f
PROP.STORM WATER C�/C 1 \ �` i i ' II 1
.....
C7 105.11 150.00 54.82 102.97 S33°53'13"E 40°08'55" t-
CONTROL(SCM)ESMT. ■'t ■� \7?„,,,,,,,,,,, G\ s4. SHEE , '
PMTMIll
99 sG CB 23.38 383.80 11.70 23.38 317°43'08"E 3°29'25" \ E_/LT
EXIST.STREAM TOP OF BANK 301 \ \ SyFFT C9 108.51 120.00 58.28 104.85 542°42'52"E 51°48'33" / _ 4 S` ,'`p���_
�y • \ G 4 C10 26.62 90.00 14.53 28.70 377°47'32"E ,e°2o•49" SHEET �Gfl�fn 444+++ )) i111i
EXIST.STREAM BUFFER / /\\ / 1\ G\ .... -\ ....
C2.3 ' / I11fpIpppllf. i
Y L / 1 3 GC11 93.68 500.00 46.98 93.54 381°35'55"E 10°44'OS" I,
OS \ PROP.5'TRAIL
PROP.PHASE LINES \ . \G \ W/fi'ESMT.(TYP.) C12 109.07 300.00 55.14 108.47 588°38'47"E 20°49'a9• SHEETO+
14 20'SD 301 \G C2.9
4110
PROP.TREE SAVE AREAS J LJ LJ LJ LJ LJ LJ L - \ \ \ C13 36.90 200.00 19.51 38.84 N77°22'01"E 11°OM 35_
1 n n n n n n f - 629A 6T8, 3 "\ C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25'34"
PROP.BUFFER ♦♦ •♦•♦•♦ ♦\ / :05
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- - �\ \G C15 12.71 90.00 6.37 12.70 Nfi9°08'37"E 8°05'35" II ``"J11111111/////
PROP.TRAIL m / \ 48.Op. •'Z G \ `cN CA!?o�00
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$\ 21 > / �\ \ _��s /* PHASE 1 KEY MAP SCALE:1"=700' '�iq�FOCI A�� ��`
// i- 7/ \ / 8,000 S.F. /pW Q• / \ Op .( At* / \ 11111�,
110485 F. \ \ 3 430' / / �"rvy�G 20 IV / \ / /\�\ ` -- .� 111\1 I /y
\ ry eo / / 4r \ STREET CENTERLINE CURVE TABLE s(O �T f!l
/ \�\ 1 \ IN / /15'FRONT YARD / 6,000SF -.' ./ / .. ?:�` \ p /'/�i
PROP.RETAINING WALL PROP.7.5'PLANTING / �',(- g /
\ t~ ¢-� �/ 6>• / ^ny. / / / /��\ ` 8.pp. / / \ ' CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA `\\�/l
(SEE GRADING PLANS FO; ,, try /O \ 7 STRIP(TYP.) / PC=3+07.o87" / ! 19 ` r 1. -
MORE INFO YP' \•77ZS00', � / 4U' l 8,000 S.F. / / \ �'0; \ \ C18 34.58 200.00 17.32 34.52 N73°34'09"W 9°54'03" /"
/� s.,S3,pa \ 36.76' I �� ..�\ 3p.p+p / / N�$ / / SEAL
%P__ /OF 1'.�O\\�O// y ®��Q��� h 31• l r� 16 / / _ '7J C17 64.99 100.00 33.69 63.86 N67°14'18"W a7°u•zr - 038830
/d. A9 ,�1 q8p// ' • / / 6,000 S.F. 44,/ / - ` / \ C18 30.06 300.00 15.04 30.05 N50°19'34"W 5.44'27" :q..•�1` Clt•��:
■ "' "'� ®�r ��/ E9p� / PROP.10'X10' \c \ % GINS
/- 44.141, �� / PUBLIC WATER / PROP.7A"WHITE �TT'� �''•\'('����
15'FRONT YARD /M 'W j / \ C19 ,98.15 200.00 108.77 ,88.38 N25°OB'01"W 58°11'31" j/i' F.
\ ■ 1+, m' / ® \ / ,A/«VT /5]• S i ESMT.(TYP.) STOP BAR(TYP.)� I / \ \ F4Y •R �
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24 'A .. ao T/�n4� 17 1' nnNlDull
4
jN b `I 00' FOB O4C E'er / / 8,9555.F, g 3 \ C20 52.91 90.00 27.25 52.15 519°57'39"W 3J°41'09"
f ■ 41 J ► `A 049 S.F. ' � o f ;I\\IT To"sly/
T a g 16 � ¢Q \ c S� 2024.09 28 09 41 04 04'00'
1 _ ��c 00 C21 23.98 200.00 12.00 23.96 N06"33'09"E 6°52'10"
\ �.• /❑ ■ ❑ / }Ty my �++0/�L39_ I C7] � 'te\ \ OF wA•Yl� PROP.2'-0" I'' I 6.000 S.F. COS •l .] 3 .>' �\.� �s�` m -•
411•1* 4 y C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°4V 09" > C C
� 'V VA CURB �4 `
'7 0
0 y
/ "% /, LLEY CURB 8
�■ ❑ ❑ ■ O 5•SIDYA,� '-� ai �� / X7/` \ /Q J C23 43.92 90.00 22.41 43.48 522°49'28"W 27°57'33"
n - / GUTTER TYR.) PROP.10' �\
/' q A P� `\ �(f' 77 TRANSIT ( =m ��\ C
\ \\' -125.0S ���\ _ �47 1N. 01 7 / -d .I480a ate / (' 1 «•/ �a> *," c 1 k, C24 145.94 200.00 76.39 142.72 S87°09'57^E 41"48'28"
_�4o.6x ��� ®�� -asps;° �o� 7 4g' ��(V I A A C25 88.19 90.00 48.72 82.94 N80°3T 596W 54.52'24"
. ■ ■% ❑ ■ G 20'GARAGE a •_ \ i�.. rv�`�� 1s i ■ ❑•i 7��� • e. �� '` f0. .� \\ C C26 78.54 50.00 50.00 70.71 326°55'491W 90°00'00^
■ ❑ ■ I ■ ❑ , `Q � /1'.� / � /Po.� � ry y Ig8,80, / -_.� ¢ • ❑ ❑ ❑ \ � ■ C27 81.30 200.00 41.22 80.74 N96°25'27"W 23°17'29"
TREE SAVE \ / 1/ �`\ �.� �' i. / / :❑ ❑ ❑ ❑ ❑'•.25
G , C28 109.88 200.00 58.37 108.51 N87°40'11"E 31°28'44"
, AREA 06 \ 11,4365.F. / / / / /:� ®�•q8.� ®� , PT.4+20.]d/ ❑ .
_ 1.38 AC , / �' / R=JS'B/C / /° C16 � ❑ ❑ ❑ ❑ ❑ ❑ ' ■ C29 142.28 350.00 72.14 141.30 N06°25'27"W 23°17'29"
y / / / (TYP. /. / / �f PROP.HIGH VISIBILITY
• ■ • ■ \ , p- k / / / ) / / •�!> I\ ��1� '❑ CROSSWALK \ L' C30 64.99 100.00 33.69 63.86 N36°41'21"W 37°14.21"
\ / / •a, /I, /15'FRONT YARD PROP.5'CONCRETE- \ 4) - 9� T (TYP') ❑ ■,'• \ ■
\ / / p£ 0. (�� _ 4W0 (NCDOT STD.1205.07) \
\ ' ■ U \ \ 20'SDE / / £' l SIDEWALK(TYP.) / '�_ \ �'' , ❑PRcoo, O'CONCRETE ❑ ❑ ■ \ a Y x
T I ■ ■ `T� / 'pe 28 / / / / 8 4��€�� P SIDEWALK(TYP.) � \ V m
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\ '\ �;' / / ].232 S.F. / ' b \ 6q' 1 �o ' ❑ _ _ ❑ ❑ ❑ �« \ w Le w
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A ■ ■ ■ \ / / fi.103 S.F. ^.`. "'�n� "'N ESMT.(TVP.J, / - - 48.00 PROP.TPLANTING� ❑ ❑ ❑ ❑
O/�^ / pT_1+53.74 STRIP(TYP.)
\:: 27 29 1g. 1 c ■ 1 3 3
\ ■ ■1 �\ / / /w 7.813SF /�.".W Q 6.000 S.F. l lf5p t< [1\ �I.�I�,�_❑ ❑, u u u L] ❑ ❑ ❑ ❑ ❑ \ \ \
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. ■ ■ - \ / / /4, W ^y • eBk•ay / ARD PI I��. PROP.DIRECTIONAL RAMP •\
\ / / / / / /4+ yO/ / / 30 / / e I II PC78•� I u. ] (TOWEDB BTD.136.1)(TYP.)❑ ❑ ❑ ❑ ❑ ❑•. Gi 3 3
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� ■ /\\\ / / / / \/ / / 6.092 S.F. $./ 15X15'SIGHT � � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
■ \ / / / / Y �/ / / / /� TRIANGLE ITYP.) I 1- \ \ ■ O O
/ � / 31 �> / I j 'I I PROP.24'7(24' ❑ ❑ ❑TREE SAVE ❑ ❑ ❑ ■•„
\ . ■ ■ �� 1 .` / / / `i \ / / / 6,871 S.F g 3 W y/ R=20'RNY R1.1 STOP SIGN AREA 09 \ �' 1 d' d'
48.0, \ / / / / ^�'H q 32 >- 0'YP.) r]❑ G u u u L� ❑ ❑ ❑ 0.81 AC ❑ ❑ ❑ ❑ ■ a a
/ / '"^A 6,000 S F W S 1:: \ \6riswrATTRAI.
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i • I J/ 4gp8, \ / C N• I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L2 c (TYP.)
PROP.PHASE 1 LINE(TYP.) l x9 \ / / 0^ w ^�� ^��R-4(CZ)ZONING(RIGHT) ■ ■ � ❑ L T0. f l /n( \`w y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑CC(CZ)ZONING(LEFT( \ \ 4g00 / / / 3+0011► ■ ■ ■ ❑ ❑ ,,9>2• / I / R=z0'B/C 1'' IP ' , ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑\ --- •
IrPI 50PERMANENT �'
V ■ IV ❑ V ?0'REAR YARD l \ , // , ■ ❑ ❑ ❑ ❑ ❑ IACCESSEASEMENT■ ❑ ❑ ❑ ...i \ m_ _ ❑\ \ :1►I. ■` ❑ ❑ rB6;Z8 _/ COS \ ‘ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ■ . ✓✓ \ c
\ ■ ■ I ■ ❑ E%IST.TOP OF 48.�, \ ❑ PROP.2'41"STD. ❑ ❑ ■ �(L�a i ,- HBANK(TYP.) "f \ ., ❑CURB AGUTTER(TYP.)❑ ❑ ■ _1
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\ \ • OH' UTILITY ESMT. / �
1 ■ • ■ \ / (TYP.) / �` LINE TABLE LINE TABLE
\ '0" STREET CENTERLINE I.I.I Q
• ❑ ('����� OH / / LINE TABLE LINE I LENGTH BEARING LINE I LENGTH BEARING � of
► 1 `E / I'0( - L1 265.37 N62°29'30"E L29 183.35 N71°47'44"E '^ f,
`2 �. ❑ ■ 1 LINE LENGTH BEARING N O
i \ ■ ■ • • I 100'OVERHEAD I __ L54 46.44 508.50'39"W L3 268.12 368°37'08'E L31 577.92 38d°4fi'62'E
3 POWER EASEMENT - U
n, \ ■ I ■ ■ ■ DB 5709 PG 253 2 / SURFACE COURSE L55 110.56 S66°15'43"E L5 140.01 N65°OS'S0"E L32 23.63 N73°„'25"E 01
\ \ E. El. ■ ❑ 1.5"59.5A(FINAL 1.5"LIFTS) L57 615.04 N71°55'49"E L7 129.10 S85°25'13"E L34 79.41 N65°05'50"E 2
_ .i7 2"39.5A(INITIAL LIFT) O
�❑ ■ ❑ �.1 "' ��+������� TACK COAT L58 31.57 N53°11'47"W LB 417.26 N62°32'39"E L35 119.16 N78°31'10'YY 2a
_ L10 181.18 537°27'18"E L37 153.16 N68°37'086N W
■ ■ ■ ■ ❑ +r'�/� Insk���kvs I L60 119.79 371°55'49"W
1 I ..�.�A'IA+����►„��i���IrI L62 99.50 S18°04'„"E L12 223.57 S21°22'52"W L39 45.27 S74°08'32"W
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i �/1■/'� ■ L♦ ���11� PROJECT INFORMATION
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N ❑ ■ I I ❑ I. _ 8"ABC OR d"ACBC TYPE B25.0B L63 682.95 t.nr ON 11"W
I _ Lon■ ■ ' m GAG..� CUTHBERTSON RD I LLC PROJECT MANAGER: MRR
v •�rV_♦-♦����� _r1��/"1 L16 64.57 N21°22'52"E L42 473.67 N53°1V 47"W
m F ■ ■ I. ■ ■,■ \\ �\ V♦ r �� ■„�\-••- PID#06162021 L65 6].OB N05°13'18'E
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■ I ■ ■ i e ■r■'TIWITA�- EXIST. PROPERTY V V V V V V V
LBB 287.00 57,°55'49"W L17 2.30 S20°18'01"E L44 79.83 NO2°59'44"E
GRAPHIC SCALE T�T��.►�J�.� DRAWN BY: SAV
BOUNDARY TYP. L19 226.02 S16°48'35'E L45 292.28 S03°07'04"W
3 11® m ■ ■ ■ �♦7�\��`i7•�- ( ) SUBGRADE L67 408.54 Nl,°55'49"E
I�Ip iT1 I�I�III L21 126.81 S68°3T oe'E L47 25.94 N09°59'14^E PROJECT NUMBER: 23-00409
g. ` Il
�' ■�■ -I 11_111-11I-I I III `�COMPACTED SUBGRADE L69 85.78 S76°35'2]"E _
\�� = II ORIGINAL DATE: 05/15/2024
L70 50.88 N05°13'18"E L23 415.14 S86°57'57"E L49 146.03 NO3°07'O4"E
,28
(IN FEET) \ \ L72 908.54 N18°04'11"W L25 199.68 S76°13'52"E L51 25.34 N36°48'13"E SHEET:
Know whafs below. 1 INCH= 40 FT. \ ( TOWN OF WAXHAW FULL DEPTH PAVEMENT SECTION L27 87.37 N82°56'19"E L52 340.57 S36°48'13"W Cj2.6
Call before you dig. L74 45.27 N55°18'32'W

LEGEND c E SURFACE COURSE 6 o ry 123
o -N d
1.5"S9.5A(FINAL 1.5"LIFTS) PROP.CONCRETE SIDEWALK -"..'.s'._ N m m .-v m
2"59,5A(INITIAL LIFT) - c -
TACK COAT w m°m E r- Ayy'w x
PROP.STORM DRAINAGE EASEMENT(SDE)I N m $
Q Ot ��
- a W LL gm
BASE COURSE W O 'y'PROP.SANITARY SEWER EASEMENT
i 8"ABC OR d"ACBC TYPE B25.OB
' - PROP.UTILITY EASEMENT I
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EXIST.STREAM TOP OF BANK
///�����23 - 1 1 =11(l TOWN OF WAXHAW FULL DEPTH PAVEMENT SECTION _
C2.3 I / JII�IIMHIUM EXIST.STREAM BUFFER
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SHE Ill",
LENNAR CAROLINAS, LLC __ (/�
SHEET PID#06135003C BUFFER(TYP.)
DB 5603 PG 250 PROP.PHASE LINES -
C2.6 C2.9 I, II, , d
II
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+' ,,� . n n n n n n r
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PROP.TRAIL
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Z �• > I ,LLJ + FOR MORE INFO)
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PHASE 1 KEY MAP SCALE 1"=700' / \ \ ❑ , , / ,rEran •low - i -- ` ' qs erg,�/
\ Q !Jl a ■ ❑ ❑ ❑ ❑ ❑ ❑ u ❑ ❑% 9sj° ■ ❑ ■ ► >i,QpO ilAt p0`7
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❑ ❑ ■ n1
STREET CENTERLINE STREET CENTERLINE t ■ ❑ ■ IJ ■ ❑ ■ ■ ■/ ❑ ❑ ❑ .4� Ii ►► _� _---_ - I i 2,917 S.F. \ 1>' ❑ ❑ L vv101GU I� 'rl
LINE TABLE LINE TABLE \ , ■ ■ I ■ ❑ ■ J ■ ❑ ■ ❑� ❑ ❑ ■,■I / 1 - -- - LLE / h g % \ IS. `it ❑ ❑ ❑ ❑ ❑ �\`O< l i I`�9`
LINE LENGTH BEARING LINE LENGTH BEARING / '. ` I r ❑ ❑ ❑ w ■ ❑a❑ ❑RRR.."' / PROP.2'-0"VALLEY / e',4,Ep 4 �Q 1� 22890E •
\\ ■ ❑ ❑ ❑ ❑ ❑ ❑ L _ /' SEAL
CURB&GUTTER TYP.) d' ® _
L1 265.37 N62°29:30"E L29 183.35 N71°47'44"E \ \ ( / h♦ g8 p0 \ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ - 038830 -
L3 268.12 568°37'OB"E L31 577.92 S84°48'42"E / �I \ O \ ❑ DM"
❑ ❑ ❑ ❑ ❑ 1111
❑ ■ ❑ ■ l \ 88.00. \ $, • ❑ ❑ ❑ ❑ ❑ ❑ L :�"- %•C2:
PROP.2'-0" 515 •�9/,•F/VGINEF:�••\2•`
L5 140,01 N65°05'50"E L32 23.63 N73°11'25"E Z EXIST.TOP OF BANK ygLLEV CURB 8 R 149 \ T \�'�
L] 129.10 S85°25'13'E Lad 79.41 N65°05'50"E ^V R n ■ ❑ ❑ ❑ ❑ ■ ❑ o 20 2,288 S.F. ❑ ❑ ❑ ❑ ❑ ❑ ❑ j/Ye-"' .\\
(TYP.) GUTTER(TYP.) \q N /I/W/ 11R\\1
L8 41].28 N42°32'39"E L35 119.18 N78°31'10"W / \ 'b ■ ❑ ❑ ❑ ❑ ❑ ■ ,_- -_-- - \ ,y \ ..+' \ 89.�, m , ❑ ❑ ❑ ❑ ❑ ❑ L
PROP.S'CONCRETE \ ^ O 80.E \ $, cos 2024.09 28 09 41 12.04'00'
Z ❑ ❑ ❑ ❑ ",I ❑ ❑ ■ SIDEWALK(TYP.)
\ 44 '=p ®o" 14$ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑
L10 181.18 337°27'18'E L37 153.18 N88°37'OB"W / \ EXIST. INTERMITTENT \ Q \ 10 2,288 S F TREE SAVE -'
c- \
❑ ❑ Y . ■ ❑ °' BUFFER PROP,T PLANTING F 0p \ I ❑ AREAM1 ❑ ❑ L m
L12 223.57 S21°22'52"W L39 45,27 374°08:32"W / \ STRIP(TYP.) - �_ \ po• x' 14.20 AC
L74 49.33 553°57'41"E L40 59.21 N47°27'21"W ❑ ■^A 99. \
/
Z EXIST. 30'INTERMITTENT PR UTILITY ESMT.\ 147 \ $- ❑ LJ LJ LJ ❑ ❑ [
Lib 64.5] N21°22'52"E L42 473.67 N53°11'47"W / t ❑ . STREAM BUFFER pC�11 8 e00�- • 2,992 S.F. \
\ 1 ■ ❑ \ --8500 \ ❑ ❑ ❑ ❑ ❑ ❑ ❑
L17 2.30 S20°18'01"E L44 79,83 NO2°59:44"E / \ EXIST. 50'STREAM PROP.2'-0'STD CURB �8' pp,
bbb PROP.SCM#5 _ '
\l'7 ❑ ❑ �. SETBACK(TYP.) 8 GUTTER(TYP) \ - _- \le
V PRO \ \ • ❑ ❑ ❑ ❑ ❑ ❑ L
L19 224.02 316°48:35"E L45 292.28 303°07:04"W / igi\ _ (WET POND) �, g\GE
PROP.26"X24" 30.6 \ �-
L21 126.81 568°37'08"E L47 25.94 N09°59'14"E / \ ' ❑ I R1.1 STOP SIGN SIC 146 \ m\
t ❑ ❑ ❑ ❑ ❑ ❑ ❑
1. \ 2,992 S.F. \ ■ [l,n ❑ ❑ ❑ ❑ ❑
L23 415.14 S86°57'57"E L49 146.03 NO3°OT 04"E \ • 150111/4
- .\ 00 20 SDE
L25 199.68 S76°13'52"E L51 25,34 N36°48'13"E % / 00• A $ g p0• \\ $ + , ❑ ❑ ❑ ❑ ❑ ❑ ❑ L
L27 87.37 N82°56'19"E L52 340.57 536°48'13"W \ 4 _ ' 9.. \
26' T \ V:I \ 145 \ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C
pU 9:. 2,288 S.F.
_/ / s100 1 3400-. 20'RgPJ`YPm$ �m-o N
2FJP '% �.�\ 8g p9 \ •' \ 1■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ aEXIST.POND b $ �. �' \ '■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I o 0
PROP.END OF ROADWAY SIGN 100 OVERHEAD 2fi i-\ \ $m $ -- 21 s m- 144 \ m w w
FOR END OF STREET BARRICADE POWER EASEMENT fi.US �� '$$• 220 3,550S.F. \ I11)4 -.A 2,288 S.F. ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [ 3 3
STREET CENTERLINE FUTURE DB 5709 PG 253 2 `m$ \ O ' m m\ w w
LINE TABLE i 66' g$ 221 2,288 SF R.20: 1D4° I 5 \A p6 oo' '"\ \ 3 3
ADELINA PHASE 2 PROP,DEAD END 34, (T ) •, '\ j 88 p0 9 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
LINE LENGTH BEARING (SUBJECT TO CHANGE) \ 34 u8 _�� / md' $ 222 m\ Y:s.:p.r.:"2:1':
RO -, ��®Y}I Yp \II■ I� W/6'ESMT.(T'R)❑ ❑ ❑ ❑STREET BARRICADE $$ \ \ 2,992 S.F $ / 143 \ $' \ 3 3
s 10 PROP.5'TRAIL1MI \ 1 �T\ y ♦a 80' O 2,288 S,F, <\ o 0
PROP,PHASE LINE p0' \ m m $-$' 223 2 992 S.F. -I\ 20,! \ .tl \ 9L54 46.44 S08°50'39'W PROP.STREET \ 20' i \1,4 e \ � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L
(ryP) CONNECTMTY SIGN FOR S 26.00 ' / \m$ $-$' 224 2.288s F \a\ 15'X 15 1 °' \ pp \ $' OOL55 110.56 S66°15'03"E END OF STREET BARRICADE \ \ 00 YPROi '$ 225 2,288S.F. PROP,7 PARALLEO- TRIANGL (TY , m y/ 142 $ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [I y, y,L57 815.04 N71°55'49"E m 26. 20/REPa $m $, \ PARKING SPACES -y8 '0.:.
+ �o \ \\
_ 2992 S.F. �� �' N .� \ 2,992 S.F. \ \� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a a
S R=25'BIC 31• �� mm$ $.$' 226 N \ PROP.HIGH VISIBILITY ` '.1.\ �'�. \ \ O ' \ y w wL58 31.57 N53°11'47'W ❑ = mo$ 2,9925.F. G CROSSWALK(TYP.) / g\DEVPR�' / � ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑W (TYR,) 111 z $n - 227 m \ �5,� 5�'s9°� \ wL60 119,79 S71°55'49"W ❑ C� \'D $,$- 228 2,288SF '4 \ (NCDOT STD 1205.07) \ °84.p0 $\ � � .,, q0'� Bs pO•�� \ `S' \ ❑ DEDEDEL
❑ o d LL i
S$ 22s 2288SFO 2600����® \ 11��� \ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑
L62 99.50 S18°O4/11"E / O
= PROP.HIGH VISIBILITY O \< 2,288 S.F. ��4� 06� • "Y /\ 141 \
L63 682.95 N18°O4'11"W ❑Jm p CROSSWALK(TYP.) \ \ 20'SDE \aP 230 Yp,tO ` o- � ,(0,.�.� `4p 2237 ©ill:
2992 S.F. ._\ DEO ❑ DEO 1 w c n
=Oy (ROBOT STD 1205.07) 2816 S.F. pR �'Y'� \�'♦m- 6 ..0.00. o e
O ON -\ 800' - PROP.5'
L65 67.08 N05°13'18"E ❑Ia •4 0 \ o \ 20` �0 '� /o - / ', 9�A0 \CONCRETE pU \ ■ ❑ ❑ ❑ ❑ ❑ ❑ [
g G PROP.24"X24" PROP.DIRECTIONAL RAMP R.20 B/C �° O4 o- -1 O \ �' \ $•
L66 287.00 S71°55'49"W W R1,i3T4"X24. \ \ m \ PROP.10'X 10' O /FYpR \ SIDEWALK 140 i w
[Q F / /9" (TOWEDS STD.138.1)(TYP.) \(TVP) DD;®'®. �Y ;/ _- 10.5\O o� 20 (TYP.) S.F. \ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑
O. / \ PUBLIC WATER ♦ 26. / R=20'RIW - 2,288
L67 408.54 N71°55'49"E I = ESMT.(T1'P)•-1 op 4/4
- p.)\. EIP . \ $ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L1
/
20'SDEI 26. .,� a 152 (TYP.) T/Y - 88 \ ❑ ❑ ❑ ❑ ❑ ❑ L
L69 85.78 576°35'2]"E u g Ii \ \PSR�VE \\✓ \\- \16 p0'1,.� oo{J I��/ / - / :$ \\ 3,522 S.F. �� �\ \ ` 88.p09 \\ 'o_
L70 50,88 N05°13'18"E PROP.5'CONCRETE SO gN41 RPW1 , 0�•� 9*3 88' \'�\ ��✓1 a i
❑ ❑ ROP.26"WNITE SIDEWALK(TYP.) P�S1POg\1C OPWPj \ 32. .iiik yo�'e \ 8g 0p' \ $- 51. ✓ �lO� 2,288 S.F. ❑ ❑ ❑ ❑ ❑ ❑ G
L72 908.54 N18°O4'11'W ❑ ■ / STOP BAR(TYP.) A.., 1 O gV TOW ' - J _ i R-20' Rp - PROP.2' 8" 153 \- •' aroIII - 2'"ru 98. \
45.27 N55°18'32'W 6� r! , PROP 2'-0" MP\NS/'j �j --_. ��\',� , < ,y'Y RIW 10•SIDEYP \ STANDARD CURB \ 2,288 S.F. o $` \�y 8�• o ■ ❑ ❑ ❑ ❑ ❑ ❑ o
L74 ❑ • 00 ♦ / VALLEY CURBB \ I ' (TYP.) &GUTTER(TYP,) m Bg,OS it r V 1.8 i 138 g``{{`
gg PROP.]'PLANTING GUTTER TYP. �` `, 8'� A // 18 \ - \ g00' AC ' \ ' 2,288 S.F. ' ❑ ❑ ❑ ❑ ❑ ❑ L
u J r X/ P STRIP(TYP.)
(TYP.) \ : PROP.24"WHITE 3,5225.F. \ PROP.S'CONCRETE �� �\ /O�(,1 15 3u u u c f / / eo• j1,05'. CSTOP BAR(TYP.) \ N SIDEWALK(TYP.) \ 154 �% '(1(JI8g,00 �'\ 1 ❑ ❑ ❑ ■ O�� \ R=20'B/C 7PROP.10'PUBLIC / /'0 \ \ e.� 2,288 S.F �p\ 88.06 \❑ ■ ■ ■ ■ ` \ �\ \ TYP.) UTILITY ESMT.(TYP.) / '. 17.....
\ d m \ G �o� ® O2'FI I\g0° 1 ®' \ 89.00 \ mp 8900' \ ��,��.g3m ,37 \Di ❑ t • ■ �, tss •mo. 9 /� >' p " $ 2oP ®: 217 �\ m. y\ s9oo' \�/ .ei, 5 t� 2.992 S.F. \ 1LI-
PROP.DIRECTIONAL 0 ---••� .>. L4� %41 / /' O\ EI 20' 2,288 SF. o P i
■ I �i_ �L®� i / \ 208 ®�� ` P N 155 :99 g` y
r%PEDS STD 136.1 P t r ^' \ ' '•' O' N 00 2,288 S.F. 8 (�
n
( )(N ) ♦ 3,283 S.F.SFm \ /a 0 0S t, 06
❑R 20'RnIW❑ r����1ol� .- ,-_-.o I4i16 \ o. \\ g1A 5 aA}.a '5- \ �oo�° . 8g 21 .F. I\\ m, m \\ � a� $. i-89
11 \ 0
• R1' ), ��. ® , . �� 1� \ g10 O ' gq\ \/\: 216 8 9.60• .::/ S,
?. ^ `�- / G� 4405 1,w` R=20:B/C 36]03 ' 7e1 '`Jt` \ \2 .288S 15 29
FUTURE TREE 0• - \ IC we a\ " \ p9g F \
SAVE AREA I � r Eq r C°. e \ 1.' \ \ . \. (TYR.) \ '2 B Z °m� .. �'`
2, F $ N 0 2 88. PROP.2'-0"VALLEY \
` ((1 8 CURB 8 GUTTER(TYP.)\ pR
lye -. m\ \ ' 8 aA g 2
❑ , [ .1 \ \ ,qm1 w \ PROP,RETAINING WALL g \ g1.0 \ O 215 \ \ 5 5\O�: /
S.� PROP.10 CURB\ M`\ _ 532�./ o PROP.10' (SEE GRADING PLANS ♦� ��O CI' ' 88. T
❑ I TRANSITION \ CURB FOR MORE INFO) 206 6''r ® \ ® 2,288 S.F. 20'SDE \-' a800'- COy
i / - - 1 •• 10 56. 1'` \ Pm 2,367 S,F O 111,
P' A' \ 88.00 \ $• !
(ryP PROP 10 CURB i J • • 1146-! \\ \TRANSITION \ \ p5 OL y �. 8800 V. $ Q
�' 7(_20 53' 29.05' 28.30 ♦ ♦ ft_-\ ,;6 \ \\ (TYP,) PROP.5'TRAIL \ bo \ 9 og 2 oo 1*� ®$ 214 \ $• \ Ej G2•
?y,• 44 TRANSITION(TYP.) . i \ ` 9 O N ® NE Z Z
�(, ph/ A \> l I -� 2 W/6'ESMT.(TYP.) A 205 Zn� .�' \1. ���' �\ 2,992SF \ \ See rJ
// h�� ' 3gS). COS P7_7a29.e8 1 N\' \ \"\ \ \ N O, 2,367 S.F. 14'1.(1\ WM RIV/ 11 \ --980 Q J
U .cam 1 15'X 15'SIGHT / 1 a 1PRO %\ \ \ \ \ p15 t A \ Rp J LIJ-0
4 `^e ` R PROP.40'PUBLIC r YP
F x>'�. / •_ o TRIANGLE(TVP.)\ / �/ / PROP 26.5' 15 R� \31SF
\1f 3S 63 \ ESM ( ) TABLE dit11 66 . 3'16� I I I \ \ $ \ J ` CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ♦� 4/
fl
w (4..
,C >3S 62 / •� f.-���' \\ $m 65 m�•3,258 S.F. �$) 13+00) \ O $-w.\�??/9,�S ��1°I C7 428.84 500.00 227.28 413.82 N88°58'11"E 46°53'23" Ci6 3d.5fi 200.0p 1].32 3d.52 N]3°34'09"W 9°54'03" ♦/J 0$ .. ✓',p•>>.3,]94 S.F. •lam :./ "' q// 3,420 S.F. /
>>• °\y`M Qom\ < /Sy. \ 64 w b 100• C2 403.90 500.00 213.70 393.01 N88°id'21"E 46°17'OZ C77 84.99 100.00 33.69 83.68 N87°14'16'W 37°14'21" Q
,41.4 ?W d e w 1,480 S.F. ro \ C18 30.06 300 00 15.04 30.05 N50°19'34'W 5°44'27" co
/� / 9y P FS 0• m N g t' Ay
C3 257.28 500 00 131.58 254.48 N79°50'18"E 29°26'S7"
/ 7 SS• 61 3.7863.F. Qv4Wp^.•. . 4fj. wF p_'\ YPR �. 4/ \ 20'SDE - w
.6.9, Q•P D 4 ^M / �' -< 0' 5 \ CA 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" C19 196.15 200.00 106.77 188.38 N25°ON 01"W 56°11:31" 2
�/ J COSPl3el--,,,-\ Yr C5 256.72 250.00 140.97 245.59 S08°02'13"E 58°50:10" C20 52.91 90.00 27.25 52.15 S19°57'39,N 33°41'09"
Q J0^�.\ 'h0' ,o/°�//[\j=I oA \tea •
si,\m• \ie°� m,., Q _
II40.
60 0�P '• A/ 4 PROP 2'-0" \ / \ 800'\// <10- \ m -C6 262,99 200.00 154.42 244.45 S16°17:24"E 75°20'33" C21 23,98 200.00 12.00 23,96 N06°33'09"E 6°52'10. _
\ >3g s,201 S.F. �QP\. :Op / \'` ¢ _ i' . .\ 2 J $.� J / W
s�F S• ,p, - h0. / (4 GUTTERRB 8 �9. \28,p0 /of ' _ Cl 105.11 150.00 54.82 102.97 S33°53'13"E 40°08'55" C22 88.19 150.00 45.41 86.92 N19°57'39"E 33°41'09"
S Si ` 174 _ 6 J/J/J / - - PROJECT INFORMATION
�r� OF`\ ',\ .4, \\ ' 2 /<-.r j/ J .� = C8 23.38 383.8)2 04 11.70 23.38 S17°43'OB"E 3°29'25" C23 43.92 90.00 22A1 43.48 322°69'26'W 27°57'33"
\ , �` ��__-- /-°' JJJJJJp,LE tl - - PROJECT MANAGER: MRR
FrC? N.
\ \\f �0 /' \ '�25-c+E e' J ORS`NpCCESSESN Ol _C9 108.51 120.00 56.28-106.85 362°62'52"E 51°de'33" C24 145.94 200.00 76.39 142.72 587°09'S7"E 41°46'28" DESIGNED BY: SAV
J •A \ /iir AC // `"` -- � 20,pOSSfLY V,P\RZP C10 28.82 90.00 14.53 28.70 S77°47'32"E 18°20'49" C25 86.19 90.00 46.]2 82.96 N80°3]'59"W 50°52'26"
3 �� ® PROP.10'PUBLIC _ \p1pV P 5 _C11 93.68 500.00 46,98 93,54 381°35'55"E 10°44:05" C28 76.5d 50.00 50.00 70.71 S28°55'49'W 90°00'00" DRAWN BY: SAV
UTILITY ESMT.(T•P.) e•(G2• GRAPHIC SCALE PROJECT NUMBER: 2340409
F. RIBBOROP.N'-U" CJN� C12 108.07 300.00 55.14 108A7 S88°38'47"E 20°49'49'• C27 81.30 200.00 41.22 80.74 NOB°25'27'W 23°17'29"
``�% RIBBON CURB ggE _
PROP.15'PUBLIC h ORIGINAL DATE: 05115I2024
WATER ESMT.(TYP.) '�� C 03 <� = •
• 3 ev C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°OB'35'• C28 109.88 200.00 56.37 108.51 N67°40'11"E 31°26'dd"
Know what's below. PROP.RETAINING WALL C14 81.77 200.00 41.47 81.20 N83°30'31"E 23°25:34" C29 142.28 350.00 7 72.14 141.30 NOB°25'27,N 23°17'29"
SHEET:
Cali before you dig. (SEE GRADING PLANS (IN FEET) C15 12.71 90.00 6.37 12.70 N69°08'37"E 8°05'35" L C30 64.99 100.0J 33.69 63.86 N36°41'21'W 37°14'21" C 2.7
FOR MORE INFO) 1 INCH= 40 FT.

LEGEND 6
Eo
v m c U V d
PROP.CONCRETE SIDEWALK [ - -1.J3'-�-.rs`?1'J m m r z h
SURFACE COURSE I . H m 2 E y a"' n 1.5"S9.5A(FINAL 1.5.LIFTS) PROP.STORM DRAINAGE EASEMENT(SEE) - m
2"S9.5A(INITIAL LIFT) - ..�.::I Q 0 m 3 V gs
0. a LL 3 os I
TACK COAT PROP.SANITARY SEWER EASEMENT 1 �r YYY W) O Fi
BASE COURSE ` PROP.UTILITY EASEMENT \ \\
I \
vvvvvvv
vvvvvvv
8"ABC OR 4.ACBC TYPE B25.0B
■��� PROP.SIGHT TRIANGLE •�•"S• • • •VAS
011111"
' . RI vvvv0 ■ ❑ ❑ ❑ ❑ ❑ ❑ ■�■' ■ L CONTROLSTORM
ESMT.
{CY {C�
SHEE $)1a Q C 208 p p SUBGRADE ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■� ■ 3s .at ead
i �\ = ' 1I II I II IIIlll I II I I III 1 iF-COMPACTED SUBGRADE � ' EXIST.STREAM TOP OF BANK
,,,���� ' ` ,x_ . ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑b . • ■ .' PMTMIll
SHEET = nT.V
2 '11' ' • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑f❑ ❑ 1 ■ ■ , , EXIST.STREAM BUFFER 1/ / 1
C2.3 II �� Ql�il��J nnm�°m°1 _ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑Q ❑ ❑ ' ■ I L//7A ��
TOWN OF WAXHAW FULL DEPTH PAVEMENT SECTION \ PROP.PHASE LINES
SHE k SHEET PROP.5'CONCRETE ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ g ❑ ■ ■ ■ � ' ����
C2.6 C2.9 PROP.RB&GALLEY SIDEWALK(TYP.) �# J L L L L L L L
CURB 8 GUTTER 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LJ ■ ■ ■ . PROP.TREE SAVE AREAS
(TYP.) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Lt] ❑ ■ ❑ ■ ► Fc� n n �jn�J�7n�J�7 J�n�)�`/n���J�777r\A1
IIIIIIWIIIIIII'
p PROP.BUFFER 1 V V`/V V V 1
t o 1 • 0 . : ,-
9l Pe PLANTING .� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑`� I ' 1 ++\\1111111///////
STRIP(TYP.) T ''..:::.:.. ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �AERESAVE❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �`❑ ■ ■ ■ . ..
' ► -PROP.TRAIL ;o�.��\ CARp� V.
96•5
RSNRE\G2• �i®� \ 136 \ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a`❑ ■ I ■ ❑ ■ ' � ° : LICENSENO.: :
S� •:ii
\ ® 2.9925.F. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m ❑ ♦,� ❑ ■ I . C. S L-1407
S 5\DEN‘z-1 / \ � . .°\ 0 ,7,\ \ 20'SDE \ I ' ("t.•
g9. 5 woo P\ o\ \ ■ ■ u n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ I ■ ❑ ' �i4•., /�C�;`���
\.�� goo' ��\ i 1 ��.�� m q •.........••
PHASE 1 KEY MAP SCALE:1"=700' g e' 51•wW S� 135 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ U ■ ■ ■ .' ''/i SSOCIATES\+�
°��� y4 \ /)N 2,288 S.F. \ \ ^ I///111I III%\\\1
PROP.]'PLANTING \ \ 157 \ �.\ {IC ' \o, g6.00' 9\ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑`❑ I ■
STRIP(TYP.) ... V. \ 2,992 S.F. t�m� \\,�,,:p g800 o- ■ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00 ❑ ■ ■ p ■ , \H\1 I y'y,;/�/
>\ $ \ 99.90' Z. \ . i 0 134 \ m ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . . ; ++\ �'11,
PROP.2•-O..VALLEY 990J \ g9.00 \... 1$ �\10%\, 2,288S.F. :::::\ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ' I TREE SAVE ''\�t /.r ' i
V AAO g9.00'- 158 ' �� AI
09 \ AREA B]
CURB&GUTTER \} ° \ 1 ❑ ❑ ❑ ❑ ■ ■ - 1 ❑ ❑ ❑ ❑ ❑ 1❑ ❑ �' ■ M ■' i j' _
(TYP.) \5 5\DE i \\ $ \\ �i 'a00 c\ 99 \ :.:.
0.96 AC /� 9• '_2,288 S.F. - V DDTPROP.V CONCRETE °' 88� '\- 114
\ j \ 133• \ \ _ 20'SDE ■ ❑ ❑ ❑ ❑ ❑\❑ ❑ ❑ ■ ■ ■ \ ,SIDEWALK(TVP.) / \1 li \ A , 213 15 $ \ BgUO \ ®' 111 ' /< 2,288S.F _ _ L- - + 038830 'Er f
. ..\ silt \ " \ 2,288 S.F. \ .01 8 '•' ❑I��i �o,9TT F/vGINEF-�'�....4•
g.05 g8.0 '\ .\ 20'SDE m •
\ Bg 00' �..\%. �. �� 132 \ �2600 26.00 2600• 3200 ■ ❑ ❑ ❑ yi ❑ ❑ ❑ ❑ ■ ■ ■ ,'T L �i0,,,,W R•RF'1�3
� ° � III '' 2,221 S.F. Am\ o m- \ g9� \ \ei ' �• +'°\ 2,81fi SF. 32�. ;20.82': '3200 - .: - ,
------- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ • ■ . ■ 2024.092809.4121.04'00'
\ 203 \.° - p� \ ' 20 -\ \ 160 v--- S , o cos _ _ ---
3,096 S.F. �t/ : \ gg,00 ,A 2,288 S.F. 5"\D6 26.09 i--
\ _ _ 15'REAR YARD I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■
<\ co. o m \ �m" 0 S"
\ D
9��95' \'S� \ ®`� ge.21 i yo\ S \ g9 gggg '® 2 voJ� 26 p0 111?IT N I ❑ ❑ ❑ m ❑ ❑ ❑ ❑ ❑ ❑ . I \ ` m rc rc
m 1 -
\ \ m+5 9 202 ' I 2.289 S.F. 8161 \� \ 2 m m H >> -1-1 122
-\. \ \ 6 VPROmm _ ' 126 m 125 124 2.365sF I .� ❑ ❑ ❑ ❑�fs7 ❑ ❑ ❑ ❑ ❑ ��■' 7
2972 S.F.I
• ', �� '•J 127 A 24fi6SF
\ 2,367 S.F. Ivy \c g8.06 \ ^' \ \ 2,816 S.F. \ 4+p0• --15 R o z> 2,913 S F. 2,555 S.F.
\ Z \Pm g106 \ �® oo/ P gg 0o' \ $, ,�,+ \ YPRO \ .\ m o�• m m 3.767SF. oo ( ) • ❑ ❑ ❑ ❑ b❑ ❑ ❑ ❑ ❑ ■ ■ 1
_ \9� g1.05 %Il`A \ ��yp/' \O 210 \ e- \56�OE 60 p0 �-- L. L
\. �•�' 130 22885.F. 20'F•.\ \\ 1P e6. \ PROP.10'PUBLIC g200' m N NL N 1gAR0 15'FRONT YARD. .: ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r ■ ❑
c \\ g1,05 \ O gg. UTILITY ESMT. \ \•: 6 131 2.288 S.F. D .\- 1 UTILITY ESMT.
1gS • - $� \{ ®� ° 209 \ N (TYPJ 00' ,1 \ ':\ to a a\ ` . PROP.10'PUBLIC ■ ❑ ❑ ❑ ❑ ❑ ❑ KI ❑ ❑ ❑ ❑ ■ /.,
w \< a S 4/ 26. _,�-
\ \ \ g200 ' .�,0 \ 2.816 S.F. \ o \ �. N // P'e 9P OH<i�' •• , \ / m I ■ ❑ ❑ ❑ ❑ ❑ ❑ it NE
❑ ❑ ■ ■ I ■,
1\ \ 0 2.36]S.F. YPRp i 35' �• O 20'FR q \ '` O 3210a ` 'Y I 2g,40' 1 (TYP.)
h \\ ...... c� �' s \ \ G se-\___' :2508, �.�.. :I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ d'.p ❑ ❑ V 1
• ? g1.05 \ 4 \ 110$� \55\DE egg 3500 .$g m \0, \ \ PUBLIC O'X 10 O.:' -3052'- -'2654
o 8.60' �. \ o --WATER ESMT. ' ��• `� ¢�/ I
I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m ❑ ❑ ■ ■ ■\ \!\\ 969 , 1 _ \ _S, 162 r '� _\ 3,096 S.F. \ {3IC s 2600 �i 20'SDE°� 0163 3.610SFP0\ �.`(TYP.) �$', C28 -Q ,\ \ Ji \ /// g!o. 24 2,288 S.F. R=20'B/C p . y -+� y ` „H , ,+0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ L m x
_ \ \ �/ 10 5'60 16�� / �m \ \ 3.D99 S.F. (TVP.J` ��\1�`3/.4z.a 22�.� PgO P`- ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ k1 ■ ■ L p\ o -g105 \�'� f\ ,`0". - r ' mo'%. 165 \ \ i / -®1\�� ..� $ ( I IPROP.2.-g.. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■ ■ ■ w w\ g.0 i m o$ PROP.2'VALLEY\ " 5 \ �/ m$ m- 1663.080S.F. \ \ CURB&GUTTER •+ / \;� .P� VALLEY CURBS ` ' a-, \ \ �" 167 2 288 S F \ \ (TYPJvik + • J ♦� .. S. !II GUTTER(TYP) 1 ❑ ❑ ❑ ❑ ❑ ❑ � ❑ ❑ ❑ ❑ ❑ ■ ■ ■ L S
1` PROP.10'PUBLIC 198 2p 2,288 S F n Oa
\ UTILITY ESMT. \ 3,096 S.F. op mm m 168 i ®• ;00 ♦ gp.::- / ❑ ❑ ❑ ❑ ❑ LI ❑ ❑ ❑ ❑ ❑ ❑ ❑ � ■ ■ ■ , ■ 3 3
■ (TYP.) \ _ \ 9+05 \. o, \ \O 3,962 S.F. ` .y�F/' �,2600'�.�� •PROP.HIGH VISIBILITY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ . ■ ,', O O
g1.05 \ 11,11
\k` R' \ \. /, "�f 4110110 I m� /�\ CROSSWALK(TYP) \ . 3 3
\ \\ a �'TY� RO (NCDOT STD.120507)1 PROP.]'PLANTING O O
1 Z \ 197 D 20'SDE - YP m - / STR,;(74.) In�ap� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ { ■ ■O \ \ o \Pd mo. �� �/. a /5\OE \ /\ 2,3fi7 S.F. \ O 15'X 15'SIGHT �9 Nam- + PROP.24"X24" \ \ \�\ �}, •
\ m \ AO A. \ TRIANGLE(TYP.) 10, ' 'b1' 0--iik.."
twos; 'S f/ \ 0 R1.1 STOP SIGN / 31 ❑ N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ = ■ ■ ■ ,'■
�{ -\ g1 p5' A\ . � 0.1Y1 .f\ \. :e �' .�6T /qPo �\ 121 \ PROP.I6PARALLEL \ - / / ❑ ❑ :1❑ ❑ ❑ I EXIST 100 ■ ❑ ❑ ■ ■ ■ ■�' 1y >3,8531 F. \\ _\m 196 O �. ` f \�/ .®/ 1- ��i N PARKING SPACES AT \ / PERENNIAL ` g g
1 \,,, 2,367 S.F. a\/ 349s - 2600 / \ gs� FUTUREAMENITYAREA\ d❑ ❑ ❑ ❑ ❑ ISTREAM BUFFER ❑ ❑ ❑ ❑ ■ ■ ■ ■
66 \ S, \Pin g1.05' .t "- 7•' i/ - j - - y $ o
\yP 9-, o\a.__` \\\,,\�\1`:. j� io 22 � - / �� -� 120 \bn \ ,.\ / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � I ■ ■,� � w
\ < ® 4+06 W. y.' /R=20'RINI .� /\ 2288 S.F. \P \ F20'SDE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .� ■ ■ k' o `e n
Z \ \ \PO 2.369 S.F. ' \ /[1 m. E-� (TYP.) \ 00 \yP..' '
\ N \ gloe $ �® o ♦ f S-CV o 00' Og cos \ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ nnnn
RPNRN/1 HA'N1 PROP.DIRECT2288 .FPLOOB\51.pUBl\C HOp WPX TOWEDS STD �3F � 1.
/ iP\HEO BY tout ( 88 ' \ 20SDE_ .\ \ { ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■N PROP.S'CONCRETE gg0, _ '\y \,
OS '4 ; . illr SIDEWALKTVP.) D', 118 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ■20'SDE \ 91- O FUTURE AMENITY 2,288SF. \ y-� 3i
\.�' g105 4 G Nam , • PROP.?PLANTING AREA PROP.2'-6'.STD. / 'R _ \ 15 sue' :■ 0 0•LI 0 ❑ 0 ❑ 0 %IST 30'SEWER ESMT. ■ ❑ 0 11 0 L i
(A 1 \ c Z n'�. STRIP(TYP.) (BY OTHERS) CURB 8 GUTTER \ g804 ,p24, DB 1942 PG 542 /
1A ` \ \ 193 f \�O PROP.DIRECTIONAL RAMP S.�REE / \ R v f 117 \ �• rr-44 (TYP.)
111 ■ \ 3,096 S.F. li (TOWEDS STD.136.1)(TYP.) \P'(O � •.�\\�a 0 2,992SF \ ' ■ ❑ ❑ EN ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L' ■ O
1.Al \ o om \ g1.05 Y \$ M \1c Ax z p ii
TA s \ \\ \ 905 Y' SO4 (5NPY0oWN°W HP �� ®� m.-1c\ ❑ ❑ ❑ �❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■i�, ■J o
CT \ \ --\ 2,3895.F. ® (ryP)�"/ / *994TP\HE0g, '.' \ / \90° 'A a`c2 899 \ L-1� DOOT TAREA//EE 5E
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1 Z \ Pa F' PROP 24 WHITE_. " N /'� �� ,\1, O 2,992 S.F. 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DODO ❑ ❑ ❑ •`` I O
LL
.. \ 9+05 T -\a< STOP BAR(TYP.): .` /m• / !�� \ P a N 116 \ m\ 191O .+-
100 OVERHEAD \''' 2,367 S F 2'�m � 22 y m.� .��+ 0\ •J7\ \ e u ,
k IA 000 \ ■ ❑ ❑ ❑ ❑ ❑ ❑.p ❑ ❑ ❑ E%IST. 100 vEARI ❑ ❑ ❑ ❑ ❑ ❑ W
POWER EASEMENT -:\l' 9+05 a eel
\�� ' �� ����' 2+0 \ 47• 3� Tr. v6•p0 \ o- FEMA FLOODPLAIN Ul
\1 DB 5709 PG 253 \ c' \v g1190 $\ / •'1,,,, •ii'1/ ' 260 b/\ \\ ,-y 115 \m. ■ ❑ ❑ ❑ ❑ ❑ � ❑ ❑ LJ LJ LJ LJ LJ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L
"' /5 \� \ ` 1/ ® f 22885.F. .An Q
\ 20 rI t�/e:� .®' o.- \� 3�y '✓\ '� mil \ ; , �. 0110110 ❑ t,. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DODO ❑ ■ W =
\ \ Al; 2,3S75F. y 35 \ ,\\yy O \o \ 8` V. 96� P I�
\ \ a \\ g1.05 \ \ i /' �.� �3560 _1� 26.p1{oH(YPR O 3� �o; 95SS \cr„g . 00000000 ❑-I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ TW LL
\ Z \ 9189 \ g ♦ ®� \160 \\ V,__ \,.-
175 \L m 81C \iY.� 2288 S.F. O N ❑ ❑ ❑ DE ❑ ❑ ❑ r ❑ ❑ ❑ ❑ DE DE DE DOD ^ 1 o 1V 3,288 S.F. $\ •e� 26 \ l R-1 \ \ 174 3 522 5.F. \o\S \\ '��®"/.\ RB00 \ I� v/ Q
- \ \ \ \ /// i Ilk '1'
�4e 121 \/� �FROHtYP \ \ 173 2.288SFtmm \ e� '._ g8.09 \ :oo \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ Z
Z \\ m /d..1 R=20'B/C, 20 \ \ 3,0805.F m mm o.�• 1,0.0 1. 6 '` \ 2.288 S.F.113 \ % ❑ ❑ ❑ ❑ ❑ ❑ \D ❑ ❑ ❑ ❑ ❑ DODO DODO
J
Pl4 \ \ 00 l 81, 2*p0 (TYP.) 172 \ ` A� �p '�1 \
171 3.080 S.F mm m o,o. i5 R� '\ \ ®$ ..\ }�_ \ ��. S.SIDEYARD�-_� \ ,-/1 / g8.09 ❑ ❑ ❑ ❑ ❑ ❑ ❑ `❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J W
20'SDE o- 4100 g9..0 \ �' ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ s ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
\ PROP.5' \ It,.
` 170 2 288 S.F m o \ ' \ 112 \ ''• �^
CONCRETE 188 \4 \ 2 288 S.F m 8$ 26A0 � '..a 2,823 S.F. 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
\ SIDEWALK(TYP.) mo \ _ 169 $ �\ TRIW . I \ W Q
Z 3,322 .34' ®- \ Q3.567 SF m 'moo o- YPRO g5.06 5 2"'00 0. :\ EYP�/ PROP.SCM M4It ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑f❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ l- Q
z \ \ 93�34' \' �,'/,\‘‘.1 'o . 15'R / 'u; 35,00 PROP.10'PUBLIC \ Vg S4:6 (WET POND) z
.28\, ` '° Y , ,` , 89. • \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑M ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ U)
\ \ 187 \ : i\TP gg• UTILITY ESMT. \ 0
\ Z \ \\ 2.471 S.F. 1s'38 m• O / 00' 26. (TYP.) Al` ,�-' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ kg ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ <
$ .\ 98.T5 Pt '; 10' COS PT=1+83.15 , U
1.
186 \ ° EDEDEDEDEDENIEDEDEDED
m .. y1A5 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _
N.1. \ \ ;I 2.542 98.1T' � is SEE SHEET C2.9 DEDEDEDEDEDIEDEDEDED a
\ Z \ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑4❑ ❑ ❑ ❑ ❑ ❑ PROJECT INFORMATION N
1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 9❑ ❑ ❑ ❑ ❑
- PROP.9 PARALLEL PROJECT MANAGER: MRR
d PARKING SPACES 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑\❑ ❑ ❑ ❑ ❑
L
'32.ao' -
Miila� . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑` ❑ ❑ ❑ ❑ DESIGNED BY: SAV
3 81' GRAPHIC SCALE q DRAWN BY: SAV
��/ ,� - ■ 0 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 ■11 '1 ■ ■ PROJECT NUMBER: 505)209
Know what's below. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ■ ORIGINAL DATE: 05115I2024
i- Call before you dig. (IN FEET) ❑ ❑ ■ ■ - SHEET:
C2.8
1 INCH= 40 FT.

PROP.5'
CONCRETE C o �' -
O
PROP.2'-0" m m
PROP.9PARALLEL VALLEY SIDEWALK °�ry
PROP.7'PLANTING (TYP.) T, o f =O 2 e ,,
PARKING SPACES CURB&
STRIP(TVP.) m yy y
(TYP.) GUTTER w e m Y m �y rv $
PROP.5'CONCRETE (TYP.) n m
SIDEWALK(TYP.) SEE SHEET C2.8 92.51' ' °L J N
-- lit,
___--_ WO `y'LL 1.m\ -11ww 'PEY CURB& 20'-� 111 _VALLEY CURBS � ,��11 a=-t. ^ °7 '••
PROP.]'PLANTING �� 2,895 S.F. i SHEE
GUTTER(TVP.) `v �.. _ 1- - 20'SDE STRIP(TYP.) = T 88.90'
i a, 42 41 _.. 26 00 6 0 '::I COS i r 88.90'• r i
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unury Esmr. o., r � B/cI" w' m m -- -__ Bic ��. _z r m 109 1 �� _ 4 �,�/�'�I`�
(TVP.) m. 1S4 PC.0+87.08 '4 i1q 183 m m 182 m $ O 2,296 S.F. I - S ,/ O
E. <. 2,944 S.F. i �' j 3452S F m 181 m m e o PC=O*50.88 320 O
two SH�E1ET gill1
m e '�i o 7n �' - o ////lll� __ _ 1111111111111111L'Crps '4 2p 2,288S.F. 180 I ig: mm m m f 26.00' 28.00' CL.3 ' dLL`ficAmI y 1^ 2,288 S.F. 2,8365.E �'¢ 179 mmrc A88.90' ,20'SDE -_-87.65' E/P I 8' 2,992SF 178 177m ¢ 2 ■® f"m 88.90' .� ,5' __ zBoo• 34.00,:. SHEET
�\ ,'• r 2 288 S.F. 176 EIP111
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\ PROP 24"WHITE I " I 2,288SF I108 i __ - PROP.,O'PUBLIC
STOP BAR � - _ 3,265 D _ EAR YD - __ c-. 2895 S.F - UTILITY ESMTTPROP.DIRECTIONAL RAMP P2 29 73 I3:y� I - n a. I m - 2p.F R=20'B/C S F yl m ii!i
5 SIOE YARDI (TVP.) lf•9(TOWEDSSTD.136.1)(TYP) v '♦." I rJmRONT liLYARD (ryP,) 92.St' I 107106 `' 9 =192600PROP.10'%10' o12816SF 105 mm ' PT=38+]26d1.479fi , RRO �. 2288 SF. 104 o I 35'o �� Rt' 1 zzaasF 103 4:O PUBLIC WATER COS >1 22885.F.
w d ®! -- UO'1 ESM P IN 2992SF jm e __ 1 1111111//
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_ I L310i 0 .��__ V �5. 3/.. \ -_ �I _ I I Il moo. ®�u.00.� �m --I n-■ ��SIDEWALK TYP _ PROP.HIGH VISIBILITY_ • I_ I_._ +. I� r P~ G REP PHASE 1 KEY MAPSCALE:1"=700' �i7�SSp IATEp\%/ r L I� / l� H 7. ///niN11oPROP.5'CONCRETE I CROSSWALK(TYP.) oNCDOT STD.1205.0] I - ��• PROP.]'PLANTING/ n m /// S- I 20'FRONT YARD I- I - ®■®• o \t1t,1\1 I7GENOES:1:11::w7":71111.-17:1,77121111:73_,
mo -���- STRIP(TYP.)\ - l1l13400 •- 34.00 uuuuuuuuuuuuuuuuuuuuuuuuuuu ♦`O 7/!}�20'SDE \-_, 1p 2,88 S F 2.288 S F 84 86 IIJ (515T PUBLICY) I I�I'I}II'`- °I I .I I, T ■1� 2�■ / 4�I ♦♦ j / ('�i 'Io' 2288SF IINTAINED BVTOWN ) `-.L�"� L' I I� / .:.� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ �p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 71/� / •9�. �
m 2,992S.F. II86\ i I 2.992 S.F. 87 $8 I\ \ ] m -- 1p--mIfI 22885.E 89IPROP.24"X24" r-�-I,. I .� °� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ $EAL/' ow--- 0 2,288 S F 2,992 S F 9091 R7.,STOP SIGN i I I I2SF 22885.F. 92 1 1z I _401 PROP.2'-0"VALLEY 038830
00 o mm m� 2288S.F. J 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑° oeeoma\ t - m=' o I 94 I� 20•FRON7 �_ •N --_ m mo 2 992 S.F. I 95I _ YARD CURB 8 GUTTER(T'P.) y F .���e -
T(tO= 26.00' 2800 __ -_ mm rod 1I2,992S F 2,288 S F 96 97 10 ■ G LJ LJ LJ LJ LJ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ %7/'T•NGINEE••��♦.♦•1,1 \ _ 3400 �5'REARY --_-� m 2.288SF. I m 98 1 iN'••••••••E3d 00' ARD _- m m 2,992 S.F. 99 /eW R R \♦ul 26.00• ---_ m ., 2,992 S.F. 100 I0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ d'❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4"1/U1111111``
100'OVERHEAD \ • 26.00' - - m o _ 2,288 S.F. 101rcT1, POWER EASEMENT 34.00' -_-. a 2,288 5.F. G 2024.09.26 09:41:30-04'00'
34.00' -- m m e o a 2,288S.F. Ir A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑m� DR 5709 PG 253 \ - 26.00' m _--__ m m m 2,8 .IWrt�N \ 5 /`` 1 20• ' 26.00• mm 34.00' m 34.00' mm28.0' m Jm L3 -1 m-_ m Iyl ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ M1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m - -
/ r - 0 26.00' - m- mm 1pI m ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
Lp ` J_- PROP.RETAINING WALL 34.p0' 34,pp. 75 REAR YARD -m- 1`` .. (SEE GRADING PLAN - 26.00' 28.00' -m / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑��T--,, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑` \ \` FOR MORE INFOR) 26.00' m .1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
■ \ \ \` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i4❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ N. IEEE\ �` i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
\ • PROP.SCM#2
1 \ 1 ❑ ❑ ❑ ❑ ❑ ❑ \ ` EPROP.20'SMT. SAN.SWR. (WET POND) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ \❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ f:1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ x x
❑ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■\\ y ❑ ❑❑EXIST. 100-YEAR❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a❑ ❑ ❑ ❑ ❑ ❑ ❑ w w
\b X TREE SAVE \ FEMA FLOODPLAIN 3 3
■ I ❑ ❑ ❑ AREA#3 ❑ ❑ ❑ ❑ \\ �•.`` A`❑L47-I? ❑ ❑ LJ LJ LJ Li ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El 11 ❑ ❑ ❑ ❑ ❑ ❑ g g
1 ■ s \ ❑ ❑ LJ7 LJD L] ❑ ❑ ❑ ❑ ❑ ■ - \ s .• _. ❑ ❑ ❑ ❑ ❑ Il•fl,❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑l❑ ❑ ❑ ❑ ❑ ❑ ❑ 3 3
❑ \ j 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ n - a �`,, / _::J ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ;11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑/❑ ❑ ❑ ❑ ❑ ❑ ❑ o 0
I $ I ❑ ❑ ❑ ❑ C� 1-' - `% , �` �, - A DEID ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑V ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0
I,\' 1,1 \ \ `■ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TREE SAVE ❑ ❑ ❑ ❑ ❑ ❑ ❑p ❑ ❑ ❑ ❑ ❑ ❑ ❑ rc i i
\ A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ AREA#, DEDEIDEICIEIDEIDEIDEID
STREET CENTERLINE STREET CENTERLINE STREET CENTERLINE ` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ e
LINE TABLE LINE TABLE LINE TABLE o
■ \ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑'R❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑/❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ m
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
- 11.\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NDEDED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ aDEDE ❑ ❑ ❑ ❑ ❑
L1 265.37 N62°29'30"E L29 183.35 N71°47'44"E L54 46.44 S08°50'39,N 1�,�I�I I.1I i
L3 288.12 S68°37'08'E L31 577.92 384°46'42"E L55 110.56 366°15'd3'E , • ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ bsp ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ T ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
L5 140.01 N65°05'50"E L32 23.63 N73°11'25"E L57 615.04 N71°55'49"E \\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ z
L7 129.10 S85°25'13"E L34 79.41 N65°05'50"E L58 31.57 N53°11'47"W
' -4 ►\ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑V ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ IV❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i
■ . \ ❑
L8 61].26 N42°3T 39"E L35 119.18 N]B°31'10"W L60 119.79 371°55'49'W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q ❑ ❑ ❑ ❑ ❑ ❑/•❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q
_ SURFACE COURSE
L10 181.18 S37°27.18"E L37 153.16 N68°37'08"W L62 99.50 S18°ON 11"E 1.5"39.5A(FINAL 1.5"LIFTS) 4. h. \ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0�a'0� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o
_ _ _ 2..S9.5A(INITIAL LIFT) ,\ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 99 L12 223.57 S21°22'52"W L39 45.27 S74°08'32"W L63 682.95 N18°04.11"W O
TACK COAT
L14 49.33 353°57'41"E L40 59.21 N47°27'21"W L65 67.08 N05°13'18'E ■ \\ 0000000000000000000000000000000000000 00000000000000000000
L16 64.57 N21°22'52"E L42 473.67 N53°11'47"W L66 287.00 S71°55'49"W \ \ 11100000000000000000000000000000000000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
_\\!! BASE COURSE LL
L17 2.30 S20°18'01"E L41 79.83 NO2°59'44"E L67 408.54 N71°55'49"E - 8"ABC OR 4"ACBC TYPE 825.08 ■ ■ 017017017017017017017017017017017017017017017017 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r- O x-
L19 224.02 S16°48'35"E L45 292.28 S03°UT 04"W L69 85.78 576°35'27"E I. 11.\\ \ "1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ uJ
V V V vv v v \ EXIST 30'SEWER ESMT. (n
L21 126.81 S68°37'08'E L47 25.94 N09°59'14"E L70 50.88 NOS°13'18"E \ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Li Li Li Li Li Li Doe
vvvvvvv Q
L23 415.14 586°57'57"E L49 148.03 NO3°07'04"E L72 908.54 N18°04'11'W vvvvvvv ' ■ \ I. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ E EXIST. FEMA DEDEDEDEDEDEDEDEDEDE ■ ❑ W
Ti7 Tip �, SUBGRADE \ FLOODWAY(TYP.)
L25 199.68 576°13'52"E L57 25.34 N36°48'13"E L74 45.27 N55°18'32'W I I IL I I-I II-I I In 1 1-11-
-1 I I_I I I-111-III-III-I---COMPACTED SUBGRADE \ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ F MIL27 87.37 N82°56'19"E L52 340.57 336°48'13"W ■\ � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ' A T
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\ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ . ❑ �/ Q
TOWN OF WAXHAW FULL DEPTH PAVEMENT SECTION .\ \ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ OD Z Z
LEGEND
J
STREET CENTERLINE CURVE TABLE STREET CENTERLINE CURVE TABLE ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EXIST. 100'\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑- \ PERENNIAL ■ 0 r
I.IJ
PROP,CONCRETE SIDEWALK I _ -is-,) \ \ \ \,,1\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑STREAM BUF FER❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ► ■ ❑ IL Q
CURVE LENGTH RADIUS TANGENT CHORD I BEARING DELTA CURVE LENGTH RADIUS TANGENT CHORD I BEARING DELTA ■ a ■ ❑ ❑ ❑ ❑ ❑ Epp ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Er A, ' , L
PROP.STORM DRAINAGE EASEMENT(SDE)I C1 426.64 500.00 227.28 413.82 N86°56'11"E 48°53'23" C16 34.5fi 200.00 17.32 34.52 N]3°34'09"W 9°54'03" W <
_ \ \ ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r - ❑ r ♦- Q
I C2 403.90 500.00 213.70 393.01 N88°14'21"E 413°1T 02" _C17 64.99 100.00 33.69 63.86 N87°14.16"W 37°14'21" w \ \ ❑-•�g❑ R - 7 ❑ n ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑�❑ n n ■ _ ❑ P v J
m PROP.SANITARY SEWER EASEMENT ?
C3 257.28 500.00 131.56 254.46 N79°50'18"E 29°28'57" C18 30.06 300.00 15.D4 30.05 N50°19'34"W 5°44.27"
_ \\�� - _ _ ■\ \■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r ° ❑ r C
PROP.UTILITY EASEMENT C4 241.37 500.00 123.09 239.03 N28°42'53"E 27°39'33" C19 196.15 200.00 106.77 188.38 N25°06'01"W 56°11'31" Q
81,
\ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r . ❑ r U
PROP.SIGHT TRIANGLE e•-+"+++lsos+sx C5 256.72 250.00 140.97 245.59 S08°02'73"E 58°50'10" C20 52.91 90.00 27.25 52.15 S19°57'39"W 33°41'09"
- Cfi 262.99 200.00 156.62 244.45 316°17'24"E 75°20'33" C21 23.98 200.00 12.00 23.96 N06°33'09"E 6°52'10"
PROP.STORM WATER C�•C °_ `` . ■ ` ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ , ❑ tiry =
C7 105.11 150.00 54.82 102.97 533°53'13"E 40°OB'S5" C22 86.19 150.00 45.41 86.92 N19°57'39"E 33°41'09" m o SL[. \ G
CONTROL(SCM)ESMT. _ 'l� \ \ \ ❑ ❑ ■ ! ■ • ■ ■ ■I■ ■ ■ ' ❑ W
• 9 f�.1 _Co 23.38 383.84 11.70 23.38 S17°43'08"E 3°29'25" C23 43.92 90.00 22.41 43.48 S22°49'26"W 27°57'33" FTc \ ,■ o ��� N
■■AAAAA, �.■ ►M ■ ❑ ■ I ■ ■ ■ I GJ
EXIST.STREAM TOP OF BANK _CO 106.51 120.00 58.28 104.85 542°42'52"E 51°48'33" C24 145.94 200.00 76.39 142.72 S67°09'57"E 41°48'28" 2 " ' . ❑ . , ■ ❑ ■ , ,� i �(( PROJECT INFORMATION
��yy C10 28.82 90.00 14.53 28.70 577°47'32"E 18°20.49" C25 86.19 90.00 46.72 82.94 N80°37'59"W 54°52'24" _ C9
EXIST.STREAM BUFFER /// •/ - - - v��s��►4114'
■ /4�� PROJECT MANAGER MRR
1 f- / C17 93.68 500.00 46.98 93.54 587°35'55"E 10°44'05" 028 78.54 50.00 50.00 70.71 528°55'49"W 90°00'00"
t,' ■ ��■ DESIGNED BY: SAV
PROP.PHASE LINES -__- C12 109.07 300.00 55.14 108.47 386°38'47'E 20°49'49" C27 81.30 200.00 41.22 80.74 NOB°25'27"W 23°17'29" v
A �� PROJECTAWN M SAV
3 J L1 LJ LJ LJ LJ LJ L C13 38.90 200.00 19.51 38.84 N77°22'01"E 11°06'35" C28 109.88 200.00 56.37 108.51 N87°40'11"E 31°28'44" GRAPHIC SCALE `,/ • ❑`,PROP.TREE SAVE AREAS len � ❑ ,+ ® PROJECT NUMBER: 23.00409
-11-11-11-11-11-11-11- C14 81.77 200.00 41.47 81.20 N63°30'31"E 23°25'34" C28 142.28 350.00 72.14 141.30 NON 25'27"W 23°17'29"
- kA ��❑ �� ` ORIGINAL DATE: 05115I2024
PROP.BUFFER C15 12.71 90.00 6.37 12.70 N69°ON 37"E 8°ON 35" C30 64.99 100.00 33.69 63.86 N36°4V 21"W 37°14'21" m11
PROP.TRAIL t /°�■`/� SHEET:
s (IN FEET) ■ . Know what's below. C2.9
1 INCH= 40 FT. ,I Cali before you dig.

/ -\ ti E
L=10 FTTS IN LONGITUDINAL SECTION 1/8" N % m �'
w GENERAL NOTES MN mm
- o
'i o�L/4 L/4 L/4 L/4� /, 1. A GROOVE JOINT 1"DEEP WITH 1/8"RADII SHALL BE REQUIRED IN THE CONCRETE oy 'CS/2.!
Z 4
1/2"RADIUS -I- _p Q O N�6 3°RADIUS 2 1/z"RADIus s' 1'-a' N¢ SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' n r m a
} 1/6°RANDS 3"RAMS N LA-el,
N 1 ADJACINTERVENT
NOT TO EXCEED 50'AND MANSION EN WILL BE REQUIRED
JOINTEIN
W ...
LL o
T ADJACENT CURB A SEALED 1/2"EXPANSION JOINT WILL BE REQUIRED WHERE THE W
• p. A yB yG BACK OF CURB 4" • SIDEWALK JOINS ANY RIGID STRUCTURE
1/e"RADIUS •UI 1 2. WIDTH
OF SIDEWALK DRIVEWAYON ENTRANCES A BE HE THICK
( 1 3. WIDTH THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'.WIDTH
OF SIDEWALKS IN THE CERTAIN DISTRICTS WILL BE DETERMINED BY THE DEVELOPMENT
SERVICES.
v I f m f e FACE OF CURB o 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
y • iarl • • �•N ( - 1 l + STREET SECTION,A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
+��ili�I�I�°.�� „�I�I�I�I�. � ��•.�`-i.�7=�•�`-S!co0PAcITO STONE; a
•'"' 1y GROOVE JOINT IN SIDEWALK INTERSECTING STREETS.
I _�i_�'_�%�i�+••.••�.-�•�.'i 1 `�A yB yCL 5. ZONING C COMPRESSIVENMAY REQUIRE
SHALL AL WIDTH PSI. IN KS C.
1�1z^ Y-s^ - - LIP OF GUTTER/COP 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL SIDEWALKS WHICH SHALL
ILMMIMI4
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
STANDARD 2'-6" CURB AND GUTTER PLAN VIEW 7. LIDS FOR
ENGINEER,JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
1'-6" STANDARD CURB AND GUTTER 1/8"RADIUS 8. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
7 1/2' RESULTS IN A MAXIMUM OF 1/4"FROM FLUSH.
9. SEE ALSO 102.1
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS: .I,.....Alkii.,241
8 3/4" WIDTH RISE CROSS-SLOPE
r a a 3"RADIUS 3"RADIUS 4' " 1.56%
41101W001.'
\I\//\// aI .03 FT FT _ 5' 1.6]9.
--_ `IbMil
4•• 6' 1-a" 1.56%
IIIIIIMI
.i m ° I
m . n 8' 1 k" 1.56% \\\\\111111///7j7
•
•
a ~ • 4 '°a °s d A f 2'-4 1/2' n 2-3 ° -1 1/2 - � JOINT FILLER 1/2"EXPANSION JOINT ``O �•G ��<�9'i
fi.50%(200%MAX.)
�' _6 c cTED'STO E_.4 • 1=• • e • • • • • . SECTION A-A SECTION B-B SECTION C-C g 1 LICENSE NO.:= c
*046:R�: 4.a.. 'T ����•�444'44�"�` ���4:1 TRANSVERSE EXPANSION t PROPOSED CURB&GUTTER 3 i,
F-1407
12+. o - [.-12. D r
JOINT IN SIDEWALK PROPOSED 4"CONCRETE SIDEWALK ��s°O •••• .•.�VN��`�
2'-0" STANDARD CURB & GUTTER SLOPE FOR VARIABLE NOTES: DETAILS SHOWING EXPANSION JOINTS '�/iim,,,,,, i
SUPERELEVATION RATES 1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. IN CONCRETE SIDEWALK
NOT TO SCALE NOT TO SCALE .``v�°c,: ��NOT TO SCALE ,Aoe r/:.4,.
TOWN OF WAXHAW TOWN OF WAXHAWti9
CURB TRANSITION TOWN OF WAXHAW �/+
ENGINEERING DESIGN STANDARD CURB AND GUTTER ("STD.NO. REV. ENGINEERING DESIGN (-STD.N. REV. ENGINEERING DESIGN = / SEAL 1 =
STANDARDS 100.1 (/2� ` STANDARDS 2'6" CURB AND GUTTER TO 2' 0" ROLL GUTTER 104.1 ` STANDARDS CONCRETE S��EWAL KS (-STD.NO. 8/19 '�• 038830 .�`
4X4 MIN.TURNING SPACE/LANDING TOP OF CONCRETE CURB 2024.05.15 17:18:09-04'00'
1.5%(2.00%MAX) IN ANY DIRECTION IF TURNING SPACE IS CONFINED BY CURB OR BACK OF CURB
NOTES: ROES VERTICAL SURFACE AT BACK OF THE TURNING DETECTABLE WARNING 7 33%MAX) 1/2"EXPANSION JOINT
NIP SPACE,THE WIDTH OF TURNING SPACE MUST 0.65" (1.6"TO 2.4") SEE DETAIL 132.1 m
'(� INCREASE TO 5-0"MIN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1. CONTAIN A URIACE OF 0.R%SLOPS RF ALL .{!v0♦ , ■ 2 MIN
CONCRETE SURFACES TO PROMOTE SURFACE K 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • . + .•.
♦� ♦ 1.5%(200%MAX
DRAINAGE TOWARD CURB. O,(pV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R6 .•.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5° VARIES 4"
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL - A MATCH
BE MAINTAINED THROUGH THE RAMP AREA. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G l=M 833% 2"TO 5.0 6"
MAX GUTTER SLOPE IS 2%. -.� • • 1SUIS"DOZMT
� ® SIDEWALK WIDTH
FLOW LINE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , (5' MIN) DETECTABLE WARNING
3. THE SURFACE OF THE RAMP SHALL BE FLUSH 1 n WITH THE FOWLINE OF THE CURB AND00000000000000000000000 � ill
SEE GUTTER 2'MN.WDTH IN DRECTON OF
GUTTER. VARIES0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • V . .•VARIES. " DETAIL BELOW PEDESTRIAN TRAVEL
` �'/ �/ 000000000000 0 0000 0 000 0 0 O 0 'CONCRETE SECTION A-A
4. THE RAMP OPENING(AT THE FULLY 4' MIN. "-���.
DEPRESSED CURB)SHALL BE LOCATED WITHIN CONCRETE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . .SIDEWALK
THE PARALLEL BOUNDARIES OF THE OBSTRUCTION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CROSSWALK MARKINGS.THE RAMP DEPRESSED 2'-6"CURB& SLOPE"A"1.5%(2.00%MAX) O C) C) O
CENTERLINE SHALL BE LOCATED AT THE GUTTER(HEIGHT VARIES) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1._9.. _ 9"_3/4"
CORNER RADIUS CENTERLINE UNLESS CURB REVEAL DETERMINED SLOPE"13"7.5%(8.33%MAX) PLAN
OTHERWISE DIRECTED BY THE ENGINEER. BY FLARE SLOPE SLOPE"C"10%MAX U
DIAGONAL CURB RAMPS SHALL HAVE A PLACEMENT FOR OBSTRUCTED CORNER RADIUS 4'-0"MIN.WIDTH COVERED WITH DETECTABLE WARNING MAT 7.5% 1 2"EXPANSION JOINT(TYP,)
SEGMENT OF STRAIGHT CURB AT LEAST 24 O C) O O /
INCHES LONG LOCATED ON EACH SIDE OF (MATCH WIDTH OF RAMP) (8.33%MAX)
THE WING SLOPE AND WITHIN THE SLOPE(INCLUDES CONSTRUCTION JOINT(TYP.) L
CROSSWALK MARKINGS. TRUNCATED DOME PLAN VIEW DETECTABLE 1 5% 7
5. THE WING AND RAMP SURFACES SHALL BE • - • i-. WARNING) ( 0%M R6"
N6 ACCORDANCE ANCECONCRETE
W TH CURRENTDEDITIUN FINISH R�W1 .•.• P� 1.NOTES:
DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR TRUNCATED DOME SPACING GUTTER DETAIL
2.0 AX)
3
PQ
WITH A
EWALK
NCDOT STANDARD SPECIFICATIONS FOR gCE-J�• ° \''- * • EMBEDDED PRODUCT APPROVED BY THE TOWN ENGINEER.RETRO FT MATS WILL ONLY BE ALLOWED ON / NOTES:
ROADS AND STRUCTURES. ` �?J�F- EXISTING RAMPS WITH PRIOR APPROVAL OF THE TOWN ENGINEER FOR MATERIAL TYPE AND VARIES ___ _=I�/
FLOW LINE �./ INSTALLATION TE.RESURFACING). 2"T0� r° � 1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
6. DRAINAGE STRUCTURES,MAST ARMS,LIGHT • • 2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN MOTH,BUT NOT BE LESS R6" /
1.57 2.01'.. • 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
POLES AND OTHER OBSTRUCTIONS SHALL NOT ` THAN THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP. • 6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
BE PLACED IN LINE WITH RAMPS. LOCATION VARES � •r 6"CONCRETE CURB 3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN 50%-65%OF BASE DIAMETER //MN , O
OF THE RAMP SHALL TAKE PRECEDENCE SHOWN AS OPTION WHEN 8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS -
RAVEL.
_ 4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
OVER LOCATION OF OBSTRUCTIONS EXCEPT �� NON-WALK SURFACE
4' MIN. �� 5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED CURB HEIGHT 2. DIRECTIONAL RAMPS MAY BE USED WHEN AN 8-FOOT PLANTING STRIP IS
WHERE EXISTING OBSTRUCTIONS ARE BEING __ CONCRETE PRESENT(PLANTING STRIP) PERPENDICULAR TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE �-"" 10.2 VARIES 0"TO 6" PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD
UTILIZED IN THE NEW CONSTRUCTION. DETECTABLE WARNING SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 r
7. SEE STANDARD DRAWING 132.1 FOR DEPRESSED 2•-6"CURB&GUTTER PERCENT,DOME ORIENTATION IS LESS CRITICAL. OF A PLANTING STRIP.
DETECTABLE WARNING INSTALLATION. (HEIGHT VARIES)CURB REVEAL 6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS. 0.9"-1.4" S
DETERMINED BY FLARE SLOPE ]. IF PAVERS ARE TO BE USED,PAVERS SHALL BE 6"THICK AND CAST FROM 5000 psi CONCRETE. 3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD. PERSPECTIVE
PLACEMENT FOR SMALL CORNER RADIUS 9. DIMENSIONS PER NCDOT 848.06 TRUNCATED DOME SECTION
NOT TO SCALE NOT TO SCALE "y15 DETAIL IS NOT FOR USE ON NCDOT-MAINTAINED STREETS. I
NOT TO SCALE z
U
TOWN OF WAXHAW STANDARD PLACEMENT OF ACCESSIBLE TOWN OF WAXHAW TRUNCATED DOMES TOWN OF WAXHAW DIRECTIONAL ACCESSIBLE RAMP
ENGINEERING DESIGN RAMP AND GENERAL NOTES /STD.NO. REV. ENGINEERING DESIGN /STD.No. REV. ENGINEERING DESIGN WITH SMALL MEDIUM CURB PALM (-STD.N. REV.
STANDARDS 131.1 J PLAN AND CROSS-SECTION STANDARDS 132.1 8/1� ` STANDARDS 136.1 N
0
r N B
RADIUS TYP.2"-SEE NOTE.. .2
VARIES DETECTABLE WARNING ON PLAN VIEW TOP OF CONCRETE CURB(BEYOND) A. THIS DETAIL IS A REFERENCE FOR UTILITY PLACEMENT 1. GAS MAIN SHALL BE ON OPPOSITE SIDE OF St R/W(MINIMUM) W
ONLY,REFER TO RESIDENTIAL STREET TYPICAL DETAILS
STREET FROM WATER MAIN.
V
SEE DETAIL 132.1 DETECTABLE WARNING2. STREET TREES SHALL BE SMALL MATURING • 31-s'(MIN) °-- 25-s'(MIN)a Wr " " " 1 2"EXPANSION JOINT 200.1 210.4 FOR RIGHT OF WAY AND PAVEMENT SECTION
'm W 5'MAX��'°•,w OF PEDESTRIAN TRAVEL.
° -° - ---75%Cg 33% AX) / CONSTRUCTED.
ON TYPE OF STREET BEING 3. STREET TREES TO MAINTAIN A MINIMUM -13 O O U]
• " - - SPECIES 2"CALIPER
LL ALIGN EDGE W/ W W W
BACK OF CURB ! 15%2r 9 MAX ~� B. STREET LIGHTS AND TREES SHOWN ON OPPOSITE SIDE OFFSET DISTANCE OF 20'FROM STREET 1s-s - - 12-s °-13-O'(WIN)
(MN) (M N.)� (MIN) //�
•n%8.33% MATCH 9 _ .•.- OF STREET FOR ILLUSTRATIVE PURPOSES ONLY.REFER LIGHTS AND STOP SIGNS. 1_0 y f -. -I_U V/
L' �` E) A ISIDEWALK WIDTH `�®�®®�`' ".:•'. .. '- TO SITE PLAN FOR ACTUAL LOCATIONS. 4. LIGHT POLES AND STREET TREES SHALL W Q
A (5' MIN.) 4 C. REFER TO SECTION"H"OF DESIGN CRITERIA FOR MAINTAIN A MINIMUM OFFSET DISTANCE OF 5' (M N) (MIN) �(M N) (MIN) W i
FLP ,�� _ 2' MIN.WIDTH OF MAT 6" PLACEMENT OF CLUSTER MAILBOX UNITS,AS WELL AS FROM WATER AND SEWER SERVICE LINES. fs G PLANTING PARALLEL TRAVEL LANE TRAVEL LONEPLANTINGs G 3:1 CUT MAX. 2 I1
*• DISTANCE CAN " " SEE GUTTER DETAILS 720.1-723.1. 5. CABLE AND TELEPHONE PEDESTALS SHALL BE 3:1 CUT MAX. PARKING G 0 STRIP y I..V
VARY,AS LONG DETAIL BELOW LOCATED WITHIN THE UTILITY EASEMENT, SLOPE 4.01 U)
11 AS BOTH ' CONCRETE SECTION A-A ALONG THE SIDE LOT LINES. m2.0. 3/6'PER FT. 4.0% 2.0% F
STREET SMALL MATURINGNc
m FRONT SIDEWALK -
o CORNERS OF 6" TEE CO
N DETECTABLE Ate_ 3:1 FILL MAX. 0 0 © © 3:1 FILL MAX. J Z
WARNING 1' 9• 9"_3/4'• -7'� . \
1 SURFACE ARE PLAN VIEW ���� RESIDENTIAL LOCAL STREET Q
SET AT BACK j
OF CURB [ 7� 10- NOTES: I W
1/2"EXPANSION JOINT(TYP.) UTILITY EASEMENT M / urTury EASEMENT 10' \_.' 10' 1.SIDEWALK SHALL BE PROVIDED ON W
y
CONSTRUCTION JOINT(TYP.) sA -• en BOTH SIDES OF THE STREET. 0 Q
O 1.5% 2.SEE SECTION II.B. FOR ADDITIONAL
a (z.00%MAX) /1 R6' GUTTER DETAIL DESIGN CRITERIA. W z
`3 �.5%(8.33%MAX)\ sewencannuom oSwA- -35- SURFACE COURSE
FINAL LIFT
/
o =__= HEMP)\ / /�//�/�/�/// 2"59.5A- INITIAL LIFT 3.2'-0"VALLEY GUTTER MAY BE 0
SUBSTITUTED FOR 2'-6"CURB AND Cr)
°°°°°°°°°°,
5 MAX. °° W "14�•, GUTTER ON THE SIDE OF THE STREET
s II 5' BASE COURSE WITHOUT PARALLEL PARKING. THIS U
/ez.:%.1.5
° NOTES: -1' 1 4' • I'� '•-•gelA- 8"ABC OR 4"ACBC TYPE B25.0B IT
°°°°e° POWER 1.75'��1]5' PHONE CABLE }� r REDUCES THE MINIMUM RIGHT-OF-WAY W
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES: CABLE PHONE 2 GAS BY SIX INCHES.2'-0"VALLEY GUTTER 2
-�� .' WAT R FRVICE -3.- POWER - SUBGRADE MAY NOT BE SUBSTITUTED FOR 2'-6" O
• 5-FOOT SIDEWALKS WITH CURB RADII GREATER THAN 35 FEET _
i MO' • 6-FOOT SIDEWALKS WITH CURB RADII GREATER THAN 30 FEET WATER CURB AND GUTTER ON THE SIDE OF THE <
8-FOOT SIDEWALKS WITH CURB RADII GREATER THAN 25 FEET MINIMUM DEPTHS OF BURY: SEWER SERVICE STREET WITH PARALLEL PARKING. W
TYPICAL PAVEMENT SECTION x
2. •
DIRECTIONAL RAMPS MAY BE USED WHEN A MIN.8-FOOT PLANTING WATER-3' SEWER 4. REFER TO STANDARD DRAWING 710.1 i
STAINP. &711.1 FOR PARALLEL PARKING LAYOUT.
STRIP IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS SEWER-PER PLAN PROJECT INFORMATION
PERSPECTIVE HARDSCAPE INSTEAD OF A PLANTING STRIP. GAS-2.5'
POWER-3' KEY 5.THIS IS THE TYPICAL RESIDENTIAL PROJECT MANAGER: MRR
CABLE-15, CROSS SECTION.THE APPROVED PLANS
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI. PHONE-15' ® 2'-6"STD.CURB AND GUTTER MAY INCLUDE ALTERNATIVE SECTIONS THAT DESIGNED BY: SAV
A _ NOT TO SCALE ARE CONSISTENT WITH THE TOWN OF
® 4"CONCRETE SIDEWALK WAXHAW TRAFFIC CALMING POLICY. DRAWN BY: SAV
THIS DETAIL IS NOT FOR USE ON NCDOT-MAINTAINED STREETS. I REV.DATE
NOT TO SCALE TOWN OF WAXHAW RESIDENTIAL SUBDIVISION 1/22 NOT TO SCALE PROJECT NUMBER: 23-00409
ENGINEERING DESIGN UTILITY LAYOUT 5Tp,ND, REV.DATE
TOWN OF WAXHAW TOWN OF WAXHAW RESIDENTIAL LOCAL STREET 1 22 ORIGINAL DATE: 05/15/2024
DIRECTIONAL ACCESSIBLE RAMP STANDARDS TYPICAL SECTION 200.0 ENGINEERING DESIGN PARKING ON ONE SIDE OF STREET ENGINEERING DESIGNSTD.No. SHEET:
STANDARDS WITH LARGE CURB RADIUS Rom. .1
137.1 1/22 STANDARDS TYPICAL SECTION 200.2 J G'2. 1 O

ti E
s TREE \
MALL MATURING76-0"(MINIMUM R/W) m ry ill
m o
A R/w ° �2. o"
51'RIB(MINIMUM) O _ e N
37'-0"(MN) -I- 37'-0^(MIN) Q LL a J
1V-0"(MIN) w 'R C
m n
STREETzs-s^(Mlrv) EASE . 1s-o^(MIN) 3:1 CUT MAX 6,, S o m
unL1v0FA.5EMENr _�LIGHT
2s'-Lv"(MIN) -�' - -
(MIN), `13'-0^(MIN.)r� 1s-s •- 1z-s ---13-0'(MIN.) -(Mn)IKIulr EASEMENT P(MINI �y o 1(MIN)' i9 ° (MIN)
3:1 FILL MAXilir W
tee'-E° 10-
g:IMMI
(MIN)) (AI) (FIN) (MIN) 1 0 (MIN) 0 PLANTING
LANE TRAVEL OIANE TRAVEL 4NE 005E P STRIP
° 0 (MIN) 46• �S 2%MAX.
10•_5" -- 10 0^ 11`
'AP'' R EL LANE TRAVEL ANE °_ PER FT R w seP�E SECTION A-A
°% °R
PTNca STRIP 3:1 CUT MAX. R,M,IlN0>RE RFOR
2.0R 4•.. SLOPE PER FT. 10% . ..... •. T L a.VD11-.•f i{F�_II0 ..3:1 Cur M. _ z0% 3:1 CUT MAX.MAx. 3:t Cur MAX. A PLEASE NOTE: DRIVEWAY STANDARD
ilk 8 ...mow. 3:1 FILL MAX. 0 0 © © 3:1 FILL MAx. MAX. SLOPES AND BREAKOVERS
3:1 FILL MAX. o PHONED�.R--•- ••• ••.•.•---- -__~ •••-•-•-•' PMITMEM1
0•��0 O 3:1 FILL MAX. 0 APPLY
PwATEO ©CABLE CAB. © CURB AND
POWER 0 O CA° POWER RESIDENTIAL DIVIDED COLLECTOR STREET GUTTER (TIP) NOTES:
MA NE
(TWO LANE SECTION) 35' R 1. ALTERNATIVE CUL-DE-SAC DESIGNS,INCLUDING
RESIDENTIAL LOCAL STREET 30' R / ISLANDS SHALL BE SUBMITTED TO THE TOWN
\ / ENGINEER FOR REVIEW AND APPROVAL.
NOTES:
ACCESSIBLE RAMP (TIP.) 2. THE CROWN FOR PAVEMENT SHALL BE 1/4"PER
NOTES: %////////////,(/i, SURFACE COURSE 1.CURB RETURN RADIUS DIMENSIONS INTERSECTIONS MAY FT FROM THE CENTER OF THE CUL-DE-SAC.
%O///////////d 1 1/2"S9.5A- FINAL LIFT VARY DEPENDING ON MEDIAN WIDTH AND WILL BE APPROVED ON
1//O/////// SURFACE COURSE 1.SIDEWALK SHALL BE PROVIDED ON .�ja4 2"59.5A- INITIAL LIFT A CASE BY CASE BASIS. RIGHT-OF-WAY LINE I I 3. REFER TO NCDOT STANDARDS FOR DITCH TYPE i
1 1/2"S9.SBA- FINAL LIFT BOTH SIDES OF THE STREET. p ® CONC. SIDEWALK (TYP.)
WW1�/ 2"S9.5A- INITIAL LIFT 2.SEE SECTION I. B. FOR ADDITIONAL I'� BASE
COURSE
S4"ACBC TYPE 625.OB 2. SUBDRAINS ARE REQUIRED ON ALL MEDIANS. (TO BE TIED I a I STREETS.
```p\�N ICARO p,';
'66� SE INTO STORM DRAINAGE SYSTEM)REFER TO 312.1. al N•••• ,��/
IM' BASE COURSE DESIGN CRITERIA. - -
W`ya��il[��',� ---'._ PLANTING STRIP ��O •...••. ��
/�"TI' 8"ABC OR 4"ACBC TYPE B25.OB "��"'�"��- SUBGRADF `Z/ •t-y i
_�-,'=I 3.2'-0"VALLEY GUTTER MAY BE D.MEDIAN PLANTINGS SHALL NOT OBSTRUCT INTERSECTION SIGHT (TIP.) ti
--_- SUIPORADF DISTANCE REQUIREMENTS. I LICENSE NO.:
SUBSTITUTED FOR 2'-6"CURB AND TYPICAL PAVEMENT SECTION F-1407
GUTTER. 4.A TEN(10)FOOT WIDE MEDIAN IS REQUIRED FOR SMALL 7 i
TYPICAL PAVEMENT SECTION MATURING TREES. A TWENTY(20)FOOT WIDE MEDIAN IS
4.THIS IS THE TYPICAL RESIDENTIAL STANDARD CUL-DE-SAC NOTE: THIS DETAIL IS NOT FOR USE ON �C^Ul• V.`�
REQUIRED FOR LARGE MATURING TREES. •..
CROSS SECTION.THE APPROVED PLANS KEY NCDOT-MAINTAINED STREETS. REFER TO NCDOT ���'0 �`�
KEY MAY ARE CONSISTENT E WITHWITHTIVE T E TOWN
THAT ® 2'_6"STD.CURB AND GUTTER 5. BIKE LANE TO BE STRIPED. STANDARDSSUBDN ROADS MANUAL.
MINIMUM CONSTRUCTION ��i,��SDi t,,,`` ,
® 2'-6"STD.CURB AND GUTTER WAXHAW TRAFFIC CALMING POLICY. 6.SEE SECTION II. B. FOR ADDITIONAL DESIGN CRITERIA. 1/
4"CONCRETE SIDEWALK ® 4"CONCRETE SIDEWALK
O TO 1'-6"MEDIAN CURB AND GUTTER /Of
NOT TO SCALE NOT TO SCALE NOT TO SCALE �NsoO,c 74
REV.DATE REV.DATE •'A / ,�.
TOWN OF WAXHAW RESIDENTIAL LOCAL STREET 1/22 TOWN OF WAXHAW RESIDENTIAL DIVIDED COLLECTOR STREET 1/22 TOWN OF WAXHAW RESIDENTIAL LOCAL STREET I``,./7, 9�:.
ENGINEERING DESIGN NO ON STREET PARKING STD.No. ENGINEERING DESIGN sm.No. ENGINEERING DESIGN 0.No. RE. c 's SEAL
STANDARDS TYPICAL SECTION 200.3 STANDARDS TYPICAL SECTION 2102 STANDARDS CUL-DE-SAC DETAIL 280.1 1/22 030030
\ */i/WI R11R``'
\ 2'-0"VALLEY GUTTER
GENERAL NOTES:
2'-6"STANDARD CURB&GUTTER !// REFER TO STD DRAWING 101.1 INTERSECTION WITH 2O24.05.1517:18:15-04'00'
1. AT A MINIMUM,2'-6"CURB AND GUTTER IS SIDEWALK, CURB, AND GUTTER INTERSECTION WITH CURB AND GUTTER
•ROVIDE CATCH BASIN OR SLOPE PARKING AREA PLANTING I- REQUIRED WITHIN THE INTERSECTION AS m
ADDITIONAL PARKING BAYS AND STRIP DEPICTED. STREET NAME SIGN
REVERSE CURVES/CHAMFERS TOWARD STREET FLOW LINE 7 RESIDENTIAL DRIVEWAYS STREET
`� SIDEWALK NAME R W
AS APPROPRIATE. CAN OCCUR AFTER 2. PLANTING STRIP MAY BE NARROWED TO 6.5'
_ OPTIONAL TRANSITION TO SIGN
1:1 CHAMFER MAY BE 2'-0'VALLEY CURB AND GUTTER ' CURB TRANSITIONCURB&DGUTTER
IIIII I a SECTION THE STANDARD 2'-0'CURB AND GUTTER 8'-0
PROVIDED IN LIEU OF REFER TO STD DRAWING 104.1 SECTION AS SHOWN IF 2'-0'VALLEY GUTTER IS R/W + STOP SIGN
RIGHT-OF-WAY STOP SIGN
REVERSE CURVES AS UTILIZED FOR THE REMAINING PORTION OF THE
PT SHOWN. 2.-6'STANDARD 2'-6"STANDARD \
CURB AND GUTTER CURB AND GUTTER \i
REFER TO STD DRAWING 100.1 3. RESIDENTIAL DRIVEWAYS OR ALLEYS ARE NOT }}
-,6- ALLOWED WITHIN THE INTERSECTION. EDGE OF SIGN SET 4'MIN.(TYP) MINOR GUTTER)
3 M0 A_ SIDEWALK RAMP(TYP.) •II
END OF RADIUS 2'MIN. FROM FACE --I ~ STOP SIGN STREET MINOR m
PC REFER TO STD DRAWING 136.1 (LOCATION VARIES OF CURB(TYP) NAME SIGN
PARALLEL-PARKING WITH SIZE OF RADIUS
PAVEMENT MARKINGS \\\ - ) R/W t
PER MUTCD(TYP.) \ p
1 \ I \\ / T o sroP sIGN� fa'-o"
I- EDGE OF TRAVEL LA E �� STREET NAME SIGN) /W
r 21' MIN. _I
> a°'r0 FIRST PARALLETRANSITIL
NPARKING STA TO LED
MEASURE DISTANCE TO 2'-6'STANDARD CURB AND PARKING STALL -----REFER TO STD DRAWING 285.2
NOTES, NEXT INTERVENING STREET STREET GUTTER(TYP.) INTERSECTION WITH
1. REVERSE CURVES/CHAMFERS NOT NECESSARY IF ADEQUATE OR ACCESSIBLE RAMP REFER TO STD DRAWING 100.1 DITCHES, AND NO CURB AND GUTTER
DRAINAGE CAN BE PROVIDED THAT WILL ENSURE THAT SEDIMENT, FROM THIS POINT. OPTIONAL TRANSITION TO
WATER,DEBRIS, ETC.,DOES NOT COLLECT IN 90-DECREE (SEE MATRIX BELOW) 2'-0'VALLEY CURB AND GUTTER STREET NAME
CORNERS. ____ -_ REFER TO STD DRAWING 104.1 SMARKER ' NOTES
2. FOR PARKING BAYS THAT ARE 8 FEET IN WIDTH OR GREATER,THE 1. TWO STREET NAME MARKERS ARE REQUIRED IF
PAVEMENT MARKINGS SHALL BE SET AT ONE(1)FOOT LESS THAN R/W ''� L
R/W THE MAJOR STREET HAS 3 OR MORE LANES.
THE STALL WIDTH. MINIMUM DISTANCE TO NEXT /riO/Aiiiia•/ O
INTERVENING STREET 2. ANY VARIANCE FROM THIS STANDARD MUST BE 72 3. GREATER SEPARATION FROM INTERVENING STREETS THAN THE MINOR APPROVED BY THE TOWN ENGINEER.
DISTANCES PROVIDED IN THE MATRIX MAY BE REQUIRED AT THE LOCAL/ DITCH
DRIVEWAY TH'FARE
TOWN ENGINEER'S DISCRETION. 0 O COLLECTOR STREET NAME MARKER STOP SIG 3. ENSURE STOP SIGN SIZE AND INSTALLATION
LOCAL 20' 20' 20' PER MUTCD STANDARDS. w
4. POSITIVE DRAINAGE SHALL BE PROVIDED EITHER BY INSTALLATION F' e ,,,R yy a
OF APPROPRIATE DRAINAGE STRUCTURES OR SLOPE PARKING AREA a R/W \ � / m
TO STREET FLOW LINE. SLOPING PARKING AREA TO STREET FLOW w -4 j
LINE ONLY PERMITTED IF ROAD GRADE IS GREATER THAN 2%. a S
NOT TO SCALE NOT TO SCALE A NOT TO SCALE
TOWN OF WAXHAW TOWN OF WAXHAW PARKING, SIDEWALK, AND Y DAB TOWN OF WAXIIAW
ENGINEERING DESIGN CURB AND GUTTER TRANSITIONS STREET SIGN INSTALLATION
ENGINEERING DESIGN PARALLEL PARKING STANDARDS STD.NO. ENGINEERING DESIGN r STD.No. REV
i
STANDARDS 285 2 8/19 STANDARDS AT RESIDENTIAL INTERSECTIONS 285.3 \ STANDARDS LOCATIONS 704.) J RN
0
/- PARKING SPACE PAVEMENT MARKINGS / / \ N o
SIGNAGE�_® ® ® ® © © ® © \ti L,L
MUST NOT OBSTRUCTNOTE:
ACCESSIBLE PARKING REQUIREMENTS ( 12"
ACCESSIBLE ROUTE) ACCESSIBLE ROUTE ���/// SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-8P) USED IF O
TOTAL PARKING MINIMUM NUMBER MINIMUMS
NUMBER OF , (SEE NOTE 2) F - _...: E --W--E-i®w- ,.x,r.i i THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING N
OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIREDSPACE(MUST BE VAN ACCESSIBLE)AND AT EACH W
SPACES PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE --XI ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE Cl)
SEE STD. NO
710.1 FOR r STD.NO.713.1) ui
DIMENSIONS-- L(`! Ø 'IØ
PINOTE: y W
Q
1 TO 25 1 1
i
26 TO 50 2 1 ONE OUT OF EVERY W =
m
51 TO 75 3 1 SIX(6)ACCESSIBLE 62 /A-\ E. VA N =
j-`\ �. ACCESSIBLE `SIGN R7-8P Cl) CI-
w 76 TO 100 4 1 11' 5' 8' 8. 8" 8' S. B' SPACES,BUT NOT 7131 �/�
o LESS THAN ONE,IS - ( )
111 101 TO 150 5 1 REQUIRED TO BE r --
VAN ACCESSIBLE, II�� I�, p /� 6'RIGHT-OF-WAY ��
72 151 TO 200 6 1 VAN VAN 9" PENALTY
%\\ RESERVED V ♦/�
ACCESSIBLE ACCESSIBLE PER SECTION u u C11 A PARKING v+ Q
"' 201 TO 300 7 2 (OPTION 1)(OPTION 2) 1106.5 OF NC • 6-
_
Z
0.5' 5'TRAIL 0.5' J
A 301 TO 400 8 2 STATE BUILDING L QQQ
CODE �I; 2 5 �� SIGN R7-8 EXISTING GRADE Q J
'9 401 TO 500 9 2 �� -3/8' (TYPICAL) LLI
501 TO 1000 2%OF TOTAL 1 IN EVERY 6 Is
O © © w a' I I op9} �''' . �°oo °� °0� ��0� I LJ.I CI
7 ACCESSIBLE SPACES --3/8 (TYPICAL) �' -I III ° ° ��° o° I III III- I- Q
MUTCD I' GS20 37.6 -- IIIIII=11 EI I=III 11=III-11=II111I �I IE 11III=IIIIII=III=III=III-III1
x EACH PLUS 1 FOR000 ACCESSIBLEIEVERYPACES ACCESS AN R7000 NO '\ MMUTCD RESERVED
,.v _ -
1001 AND OVER ®®__ ._, _ 111E 11-III-111=111-1 1-111-111-111-111-111-1 =1 I 1=111=1 111,, 111=111- Ui Z_
1 12'x18" PARKING w MAXIMUM
R ~SIGN STD.714.1 III III-IIII-
I I I_I I-I I-I i I III-I 1=1 1=1 1-1
REFERENCE: SECTION 1106 OF NC BUILDING CODE , RESERVED MUTCD PARAKING R2 x18 ` J L O ' P$N250Y Tr r N 00
NOTES: PARKING R7-8 \ LEGEND AND BORDER - GREEN SOFT-SURFACE TRAIL
17x18" TIME COMPACTED U
1. ALL 12"218"ACCESSIBLE SIGNS(R7-8&R7-1)SHALL BE MOUNTED AT 7 ((jj _ BACKGROUND-WHITE o (MATERIAL TBD DURING SUBGRADE N
FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE(MUTED). MOUNTING 1, + CONSTRUCTION PHASE) w
HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN L z 0
'a SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO OPTIONAL MAXIMUM O
USE. ACCESIBLE PENALTY 713.1 SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6 2
LOADING ZONE BA50 12 x9 W
2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA,THEN RAMPS ARE SIGN ®m FINISHED GRADE _
REQUIRED AT LOADING ZONE AREA.MAINTAIN MIN.4'WIDE CONTINUOUS MAXIMUM PENALTY 71s3.1.. THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 w
',1, PASSAGE. °$250 12 x9 PARKING SIGNS ERECTED AFTER DECEMBER 31,1990 _-„�•., ®i■• PROJECT INFORMATION '
„
m. SEE STANDARD NO.50.10C FOR III-III III =
3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. SUPPLEMETAL SIGN DETAIL111 PROJECT MANAGER: MRR
II _1 I4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND III DESIGNED BY: SAV
A DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTED)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF DRAWN BY: SAV
Li TRANSPORTATION
ION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL
NFORMATIION NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJECT NUMBER: 23-00409
TOWN OF WAXHAW TOWN OF WAXHAW ORIGINAL DATE: 05/15/2024
ACCESSIBLE PARKING AND SUPPLEMENTAL ACCESSIBLE
ENGINEERING DESIGN S0.N. R . ENGINEERING DESIGN 0"sro.No. R . PEDESTRIAN TRAIL(5'PATH W/6'R/W) SHEET:
S' STANDARDS SIGNAGE STANDARDS 7121 STANDARDS PENALTY SIGN 7141 ` .../ C2.11

I - - I - _
61' R/W(MINIMUM) PAVEMENT g0, C a U m e x
30-E.(MIN) -- 3o-B-(MIN) - xox-w,r,.r:luxe .�••.,,.,s,➢°•• y6"RAD „ rr "N err RAD. ¢ 3 m
2r p, 9 9 RAD. PAVEMENT 3 �¢ .`,1 ii Z �'a
Y :: ;. \ \�- flAD. - RAD. 1A' RAD. SURFACE U
rr Err RAD -RAD. ' s,.ie':. 1AD.STRI \ 2ErRAD6rr B'/a•PER Fr •.ox >r, : � 1'-6" CURB AND GUTTER 9 m >sm,. i /i 2'"6" CURB AND GUTTER �
+. .. ,...,.�,-,.•, ,- ,,,,,, tea:- ,.- A i / :. 6x X 12" OR 18" 9x X 12" OR 18" o.. - ,_._ .. NCRETE
�{111 _ 4'-0" PROPOSED CU CONCRETE CUB@
3:1 CUT MA%. © v 3:1 CUT MAX. ,d c°xxe curl.
FILL MAX. RESIDENTIAL COLLECTOR STREET 3:1 ALL MAX. 'V v v, - z'-o" 2'-O" eDGE of
\ y - TYPE 15 w.r,.,, PAVEMENT 2"RAD. 2'p" _ PM1.111
TYPE 1A \T) ,. . .'b,, .,. -o 4 T B" 2'-4"MIN. st"RADIUS in 1'Orr 1,0"
2" - m ,r
D 0T#tp��++ T 44e
AAApppvvv��[��� D.o .°.
00 ° D' m Q °� a om
s-.a-m++vx,x E.rxx o:. 1.231.112L1
� : oo o MTN pn o 1-W
7"
' SI IRFACE COURSE NOTES: EXPRESSWAY GUTTER SHOULDER BERM GUTTER >F
/p///////////////, 1 1/2"S9.5A-FINAL LIFT ..,. � 6" X 6" MEDIAN CURB VALLEY GUTTER 3 Syr 411/0
,r� 2"S9.5A- INITIAL LIFT 1. SEE SECTION II.B.FOR ADDITIONAL
X DESIGN CRITERIA. "......"`""1"... T
• � BASE COURSE "°"'..°""^ I I / SECTION VIEW OF CURBS OR CURBS AND GUTTERS•
o m c7
8"ABC OR 4' ACBC TYPE 925.0B 2.THIS IS THE TYPICAL RESIDENTIAL - .a....,.o nn. ¢moil 5111111I11////j
IrtiI-I CROSS SECTION.THE APPROVED PLANS - Q JT CA 1'
�-SIIRCRAOF MAY INCLUDE ALTERNATIVE SECTIONS THAT ra-.wu GENERAL NOTES: FILL�'B" x 1" DEEP O U m `;O(N,,..,RQ��
GROOVED OR SAWN 2 m
ARE CONSISTENT WITH THE TOWN OF �"°''°'° OI -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT ¢W O ~•9'�
WAXHAW TRAFFIC CALMING POLICY, s.,MN r C / A 15'SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER y I-V f .y
TYPICAL PAVEMENT SECTION / SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEALER W S t LICENSE NO.: I
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. �„ PAD LB„RAD. GUTTER >m C _ I
. co.,...,..,,..,,....... -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. PAVEMENT -M SURFACE 3 V Z 5 •1 F-I4O7 `
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE o Z Q 5. /
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. +d.> ���'� p O .01•••., +C['����
KEY
.. a V .....•• s
o P ¢
CONSTRUCT NON-TEMPLATE FORMED JOINTS A MIN. OF 1 "DEEP. � ��i q DI
TYPE 1 Modified -/ .°o'•. .°�•. - ,i SSOCIATES P/
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN B"x6"MEDIAN CURB,
AM_ - - i 55
® 2'-6"STD.CURB AND GUTTER 13"'1'z'I""x wxuK • WITH JOINT FILLER AND SEALER. PROPOSED
- - � / ///11111111"
TYPE_1 -SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO CURB&GUTTER PROP. '1�6, 777 /
QS 4"CONCRETE SIDEWALK ,n»uRx mum sc°.x PAVEMENT �1_ JOINT FILLER 1 /
0"^` =(:mr ALL RIGID OBJECTS. JOINT Y\\1T1I11
111
NOT TO SCALE oeg,,,, ix0RIELSTANDARDS TRANSVERSE EXPANSION JOINT
Rev.DATE - .., .,WIRR .,,. IN CURB AND GUTTER p�Y O"� ����
TOWN OF WAXHAW RESIDENTIAL COLLECTOR STREEToRAJ °"" LONGITUDINAL JOINT
ENGINEERING DESIGN WITH BIKE LANES 1/22 <OF LOOM WHERE._.r°...m,�.. �"�`"�""`"` ! CURB RAMPS SECTION VIEW OF JOINTS SHEET,of 3 _ �' 9.
STD.N0. G - . / ` /_
PAY LIMITS FOR 1 CURB RAMP Directional empR S4V.O1 •/ SEAL
STANDARDS TYPICAL SECTION 210.1 RUHRTOROADrr..STANDARD Dx�R,x°MOH.MOS SHEET 3OF,,FOR LLRAMP NOTES "° �'..-- Eli 7'" F
A B C - *,tieW R RF
. -ss•
WARRANTS ETy RAIL 2024.09.2609:41:39-04'00'
o o IHI-VISIBILITY CROSSWALK I J ( STANDARD CROSSWALK - am f
�yz akr: VIM
STANDARD SAFETY RAIL(STD. 7CIRC SHALL BE INSTALLED y
isi UNDER ANY OF THE FOLLOWING CIRCUMSTANCES IN BOTH NEW
n`.;oa sT°PRAR .. c2" CONSTRUCTION AND IN RETROFITTING OR RECONSTRUCTION OF
iD oQNiz EXISTING ROADWAYS OR SITES: 2 FT.
orsm
SIDEWALK ~c¢i¢ot B 1. WHEN THE CULVERT CROSSING DETAIL APPLIES.
© cxosswAX LINES w i z A 2. IF THERE IS A TWO FOOT OR GREATER DROPOFF WITHIN 2 2 Ff. /
N¢ OOR/-- OlVk'
._ `� SIDEWALK
II
1`yr LK cxosswALK - r)�' d Y P FEET OF THE EDGE OF THE SIDEWALK(SEE DIAGRAM A). GREATER _3 '
(7 RRosaNerK o 0 3. IF THERE IS A 1-FOOT OR LARGER(SEE DIAGRAM
DIRECTLY _
IIMB n ADJACENT TO THE SIDEWALK EDGE DIAGRAM B).
e•-D•'MAx. DIAGRAM A
x 4•s C 4. AT THE TOP OF ANY DROPOFF WITHIN THE PEDESTRIAN SLOPED DROPOFF AT BACK OF SIDEWALK
CLEAR ZONE OR WHERE PEDESTRIANS CAN REASONABLY BE
2.1“MITECROSSNACK�ixE =� IA* t),I-P %PELTED IN THE VICINITY.
5. AT THE DIRECTION OF DEVELOPMENT SERVICES STAFF BASED
ON FIELD CONDITIONS. 4 IF VERTICAL DROPOFF IS LESS THAN
o 1 FOOT,SAFETY RAIL MAY NOT BE
SAFETY RAIL
�� DEFINITIONS WARRANTED. INSTEAD,THE EDGE OF
SIDEWALK MUST BE MARKED WITH 6"
c<x .,Z - • DROPOFF A SLOPE OF 3:1 OR STEEPER. EXAMPLES WIDE YELLOW PAINT LINE, 10' PAST
3 y rD xx" aum ¢Y \- INCLUDE HEADWALLS,RETAINING WALLS,AND CULVERTS. DROPOFF IN EACH DIRECTION ALONG
THE SIDEWALK.
=z Q . •' • PEDESTRIAN CLEAR ZONE 10 FEET OF ANY COMBINATION
z 1 D - E ;' •
, OF SIDEWALK,SLOPE,AND SHOULDER SLOPED AT 6:1 OR
,O FLATTER. SIDEWALK DOES NOT NEED TO BE PRESENT. FT.0 3 0 0 1-ti 1 0 SIDEWALK
9 o GENERAL NOTES ¢W¢ 3 • SIDEWALK-FOR PURPOSES OF THIS STANDARD,THE TERM GREATER'
`�I�•I s e MMMI IMB MINIMUM WIDTH y W 17,
Arili �:_ °SIDEWALK°IS USED GENERICALLY AND SHALL MEAN ANY RETAINING WALL
D OF HI-VISIBILITY CROSSWALKS 1s,D FEET. - PATH OR SURFACE TO BE USED FOR BICYCLE AND/OR
Z 0 � PEDESTRIAN TRANSPORTATION. EXAMPLES INCLUDE,BUT ARE OR STEP o
y N e1 HEIR CORRESPONDING WHEELCHAIR RAMPS,BUT DO NOT
SET TRIM WITHIN THE INTERSECTION AREA EsrARLlsxsO BY BISECTING THE a A. �1� GENERAL NOTES: NOT LIMITED TO,SIDEWALKS,BIKE PATHS,SHARED-USE -
o [NIERSEcr[B"RA011. z PATHS,PEDESTRIAN PATHS,AND GREENWAYS.
x NOT w 1.ALL CONCRETE TO BE 3600 P.S.I.COMPRESSIVE STRENGTH.
_ 2.TYPE OF PIPE TO BE USED IS 1-5/B"MAX.0.D.BLACK IRON,LOW CARBON PIPE OR GALVANIZED. B
LEGEND cRosswALK L[xss,eur Eo yP�luv IN ALL oASEsWITH1IMM THE E LOCATION OF 3.ALL JOINTS TO HAVE A 1/2"FILLET WELD AT ALL JOINTS. DIAGRAM m
BWEELcaAIR RAMP
COORDINATE S. SIGNAL CROSSWALKS IN AL 4.AFTER INSTALLATION PAINT ASSMBLY WITH BLACK ALL WEATHER ENAMEL VERTICAL DROPOFF AT BACK OF SIDEWALK S
� DIRECTION N OF 5.SEE DETAIL 701.1 FOR WARRANTS NOT TO SCALE
NOT TO SCALE
0 MiEELCHAIR RAMP
TOWN OF WAXHAW TOWN OF WAXHAW
1205.07 1205.07 ENGINEERING DESIGN SAFETY RAIL rSTo.NO. REV. ENGINEERING DESIGN SAFETY RAIL WARRANTS (sm.No. REV.
STANDARDS 700.1 ....,/ STANDARDS 701.1 ..../
WI
a
K
0
NOTES: 0M4-3 r o
3/4"OUTSIDE / 1/2"WIDE SIGN STREET NAME SIGN Ch
RADIUS (TYP.) WHITE BORDER 1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A +• POST SQUARE-FIT SLEEVE POST INSTALLATIONLi-
GUARDRAIL SECTION,ENO-OF-ROADWAY MARKER SIGNS (14 GAUGE) (12 GAUGE) O
(0M4-3,24"K24",SOLID RED)SHALL BE PROVIDED.
PAVEMENT r
1 • PROPERTY M
2. SIGNS ARE TO BE PLACED BEHIND THE BARRICADE(SEE LINE
1/4"INSIDE RADIUS (TYP.) N W
DETAILS 706.1),EVENLY SPACED WITH ONE SIGN PLACED AT ,O
THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6'O.C. STREET BARRICADE m n m av o W N
(MINIMUM OF 3 SIGNS,MAXIMUM OF 5 SIGNS). I Q
FUTURE DEVELOPMENT 3. WHEN THE CONNECTIVITY NSIGNRICADE I. SEE BEEDETAIL SUPPLEMENTED WITH AS USED ON A STREET STUB, E STREET
SIGN gT 3'END ROAD FILL (T[\_,8HICKNESS) ! '^
° SIGN LOCATION DETAIL 3" H 1 00 `i
5 4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD r o o N .4(STANDARDS FOR RETROREFLECTNITY. KEY TO FASTENERS: o 0
WILL E)(1END I A #10-24 FLANGES NU DI CAC DEAD ZEND DEAD END o o • Z
II CROSS CONNECTIVITY SIGN i "
o0 0 6• J
L GREEN SECTION /� CROSS SEE NOTE#3 © a"#16 X 3"CARRIAGE BOLT,ZINC vog,t/(0'.-
o oW wOF POST J ` SECTION i"N16 HE%NUT,STEEL /// o o 0 Q CI
BACKGROUND 4' MIN. � o 0
7 (2 LB./FT.) OF POST
sTREET2„ ,,,,, ,..) (14 GAUGE) IFF-��� a"#16 X 2-i"CORNER BOLT(BREAKAWAY),ZINC ` 0 0
THis 3. © ,.#16 HEX NUT,STEEL ; //// o o Wmo o z
}� NOTES: 0(OP.) o 0 0 N ce
- WHITE TEXT(TYP.)-� POST I POST - �•. 1114 T.po g. (1YR) V
4'MIN. -. 1. POST SHALL BE 14-GAUGE 2°OVERLAP �p y
TZ CONNECTIVITY SIGN o GALVANIZED STEEL,QUIK-PUNCH,i" o T W
12 SEE NOTES '•III:� \\ / / / / // /
11�I�II�I III II -I HOLES, 1"ON CENTER,ALIGNED ONj/\�\j\ o o \ \
��� ALL SIDES,AND 2"SQUARE, 10 FEET ;144144414444444t.
\oNOTES: I � �a �ll .2' MIN. IN LENGTH. /o o V W
_ 2. THE SLEEVE SHALL BE 12-GAUGE p EMBED 28" \o o _
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY �I�I � f GALVANIZED STEEL, °HOLES. 1°ON "QUIK 16 O 'o o\ y
'Ti '��TTT°°° + CENTER,ALIGNED ON ALL SIDES,AND + o o SQUARE-FIT
BASE m PUNCH" o o SLEEVE PROJECT INFORMATION
II N. 2. SIGN MATERIAL SHALL BE 0.080"THICK ALUMINUM - BASE 2.25"SQUARE,30"IN LENGTH. HOLES 0
- ---.../‘(SLEEVE) (TYP) �i PROJECT MANAGER: MRR
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY SIGNS ? _______1 ' 3. ALL STREET NAME SIGNS ARE
SUBJECT TO THE APPROVAL OF THE DESIGNED BY: SAV
MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL HIGHWAY TOWN MANAGER AND TOWN ENGINEER.
3 ADMINISTRATION. NOT TO SCALE NOT TO SCALE NOT TO SCALE DRAWN BY: SAV
PROJECT NUMBER: 23-00409
g. TOWN OF WAXHAW STREET CONNECTIVITY SIGN TOWN OF WAXHAW TOWN OF WAXHAW ORIGINAL DATE: 0515 2024
ENGINEERING DESIGN colD.NO. RE. ENGINEERING DESIGN END OF ROADWAY MARKER ("STD NO REV ENGINEERING DESIGN NON THOROUGHFARE STREET NAME SIGN ,-STD.NO. REV. SHEET'
STANDARDS FOR END-OF-ROAD BARRICADE 7081 J ` STANDARDS 705.1 J STANDARDS
7021 C2.12