SW3230605_Plansheet - Proposed Conditions/Site Plan_20231011

CONNECTIVITY
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�R66 /-'�, / Q��J \> > , \ DEVELOPMENT DATA LEGEND ;,�osouTHEASToo
• \ 119 QQ� 113 �\ _ -� /, / G ,; o,881
S Rl r Q \\ 1 MA •, 9 °oo oo° �� ��
/ E C � �Q� �' / 110 � � NE •,, F OF pV����`
/ 600•I,?��4b� / � � 'f'' 118 �, 1141 _ J r JURISDICTION: TOWN OF WAXHAW SIDEWALKS �.111, ��o
CURRENT ZONING: R-4
/ ��F `'�' % /r' �'r \J / "V� •`; 102 / 'rL PROPOSED ZONING: R-4CLUSTER � FLOODZONEAE
'
ADDRESS: 0 AND 8624 OLD WAXHAW MONROE RD DI DROP INLET
\ 117 H 7 WAXHAW,NC 28173 CB CATCH BASIN
r',' - 101 ( f, ,.. PARCEL ID#; 05087009E,05087011A,05087010 RCP REINFORCED CONCRETE PIPE '
r r r
DEED BOOK/PAGE: DB 1979/290 FES FLARED END SECTION
TOTAL SITE AREA: 61.57 AC SSRW SANITARY SEWER RIGHT OF WAY
COS r r r AREA TO BE EXCLUDED: 2.46 AC SDE STORM DRAIN EASEMENT { i
/ sar�F.�yF ° / //� r',f,� r , : , r',',� r , r',' �►`,. : r',' ' ' -
PERIMETER BUFFER: 4.41 AC EX.CATCH BASIN&PIPE 52340
.�..:
, ��a' "b^L' 'r',' � LLL ' � �� EX.STORM DRAIN&PIPE
LLL INTERIOR SITE AREA: 59.11AC .-
, y r' r', r ', '' r , - PROPOSED DENSITY: 2.01 UNITS/ACRE
/ `, fr LL LL , �� PROPERTY LINEC.
'' PRO ///// r -I LL LL N/F PROPOSED LOTS: 124 LOTSr
'� � 'p -' / LINDAYETALAASNAU ADJACENT PROPERTY LINE
o 74I 75II 76 II 77 LL LL \r - - - - - /r•rtI (oV111
L LL LL r DONALDGRf1USSEAU` TYPICAL LOT SIZE: 51'X115' - SETBACK LINE `/ FS1
72 I 7$ BUILDING SETBACKS: 15 FRONT
LLL LL r PIIY'0508d011K SS EX.GRAVITY SEWER
4� N � \ /�// �� 70 \\ 71 I 73 I ' '� 79 LLLL L '' DBW21EPG0833 5'SIDE/10'CORNER
Fy f \ ZL1N/NGRZ�UNJt�NCG7/INTY UT UT UNDERGROUND TELEPHONE LINE
L LLL EX UNDERGRO
�°/ \ CHEVELLE CT N- -665 LF L LL \ OWN TO ALLOW PARKING IN
\ - 20'REAR
L I I I . L L 'r SETBACK SHOWN O H P O H P EX OVERHEAD ELECTRIC ELECTRIC LINES
*20 FRONTS Ex LINE
, Z 'r "� // 68 �(PROP51'PUBLICR/ ),. I LBMP.L LL `,' DRIVEWAY V U GE U GE EX UNDERGROUND
/ L�� L LL MIN LOT WIDTH: 45' W Ex.WATER LINE
�LSr �� o /\\ L LL�LLL LL r w
, `l F� / / �\ 67 94 A MIN LOT DEPTH: 80'
e^-- e� ,o/ \ 82 II I 80 L L LLLLLLLLLLL \ MAXIMUM LOT COVERAGE: 75% x W x WATER LINE
L LLLLLLL LL r ( ) GRAVITY SEWER LINE&MANHOLE
,, / 66 / 83 84 \ 1181'I LLLL LLLLLL L r' - MAXIMUM BUILDING HEIGHT: 45' 3 STORY
a•� I° r r , \ I I I I / 93 LL r % LINEAR FEET OF STREET: 6,675 LF
/ FIRE HYDRANT
100 ' r r' ' r - TOTAL SITE AREA: 61.57 AC
CATCH BASIN&PIPE
, � ,' �y / ' \I✓ 92 / / / r r ,'\r
AREA TO BE EXCLUDED: 2.46 AC PROP.BMP ESMT
99 ' 'r' r` 5 PERIMETER BUFFER: 4.41 AC --------- PROP.STORM ESMT
INTERIOR SITE SITE AREA: 54.70 AC PROP.SSWR ESMT
YAMASEEROAD �\ 63 sz8(6 / 90 98 IM
PROP.WATER&IRRIGATION METER
EXISTING SEWER EASEMENTS: 2.33 AC
+ } r' r , EXISTING DUKE R/W° 7 39 AC
DU PUBLICR/W i &�FF� A / + + + v V A r r STREET LIGHT POLE
P.C.I,PG.4E i '� "G �' AREA TO BE EXCLU�E� 'Q 89 97 r',' // _ u EXISTING POND: 1.56AC
__ _ �� �� � ,o + + + �/l 62 /P,�O Tjy / /COS/', - NET SITE AREA: 43.42 ACSTREAM BUFFER
\ - - ✓F� �,y y� r'g3�� � �� I \ 31 A ++++ \\///61 pS �i� 9G 'j ir' / r' ... .--- ----..�....-......�.•.. ..•. - TOWN OF WAXHAW LIMITS
+ + + + / eUC .Sr r REQUIRED TREE SAVE: 13.03 AC 30.0%OF NET SITE AREA
t�,�p •p •.,$S *J' 't' I + ( ) ® AREA TO BE EXCLUDED
UNDISTURBED/MITIGATION TREE SAVE AREA:- 6.59 AC
* EXISTING POND
r r r r r
'> ;� STREET TREES: 235 TREES 1,500 SF/TREE=352,500 SF 0
/ tg / 8.09 AC
.o F'�C>'�"�° �cP-y�',3� �•"�" �r,� &',i' / � � � + ' , , , + + � S$ !,c i' ® BMP EASEMENT AREA
�, + // J - TOTAL TREE SAVE AREA PROVIDED: 14.68 AC(33.8%OF NET SITE AREA)
c' •$` Co+ / / ' r ' 5• ;* r I00,,IFEMA UNDISTURBED/MITIGATION TREE SAVE AREA
-•F-+-+-' •+-' -+' �•F +�+-'4- -+' •F +�-i•-' ',4,r r',.. ,r \,:. + 1+: + , ,'"!� :: \ 56 r\, FLOODL/Nf - OPEN SPACE REQUIRED: 10.94 AC 20.0%OF INTERIOR SITE AREA
+ + + + PUBLICLY ACCESSIBLE RECREATION SPACE
-
T/NGIS"CMP t' P/ + + -F- + _ r , , r , r ;' r NJF OPEN SPACE PROVIDED: 17.43 AC(31.9%OF INTERIOR SITE AREA) © Z. r
/.:..:w.. 9.91 </ + + r+ + + p(Jf + +. + + r + , r ,' \, ti ' BETTER LINICEI _ OPEN SPACE Q
/ } } } {* , r , MARKH LINKER PUBLICLY ACCESSIBLE RECREATION SPACE REQ. 1.64 AC(15.0%OF REQUIRED OPEN SPACE) _
+� � � �� r r , r ,, r r r ` PIN•050$d009B PUBLICLY ACCESSIBLE RECREATION SPACE PROV. 2.79 AC(25.5%OF REQUIRED OPEN SPACE) STORM DRAINAGE EASEMENT
} �30--30--90--30--9 --30--30- 30--3 3° +�+� '� _+�+r :+ ,' D99751 PG.9�44 �
\ --30-- }.. } �'r+�-F: -F i• �• � ,'�r ,' ��,' r r , , r r � ' ♦ �UN :I�'t-ZC UN/ONCUUNT}�
NOTE: DEVIATION FROM THE REQUIRED BLOCK LENGTH IS
r r 7 r r r r
f
BEING REQUESTED.BLOCK LENGTHS ARE AS CLOSE TO 600'
-_OE--OE--OE \ OE OE- OE OE- COS
MAXIMUM AS PRACTICABLE.THE STREAM CROSSINGS OE OE_-OE--OE- OE I OE /
OE- OE��OE-- -OE- / � L1J
-°E--OE--OE of o 11-- ,-1 CHALLENGING TOPOGRAPHY,AND SHAPE OF THE PROPERTY p
E of of of of 0E -OE--OE- ©E of ©E�' I °E °E oe E of -OE- ARE CONTRIBUTING FACTORS TO NOT MEETING THE 600'
W N - E -OE--OE--
--OE--OE--OE- \ OE -OE OE OE Cow R -OE -OE - OE--OE-
E- of- OE--of- OE- of -OE` I oe of- o - / 9.1 MAXIMUM BLOCK LENGTH.
OE OE
OE OE OE OE OE- OE of O - E O - OE -OE--OE--OE--OE-
\ 4 NATURAL SURFACE TRAIL: � d�'J g N OE . -� QE of -CIE -of- Z
SEE DETAIL SHEET FOR REUSE
\ � � � fa -°E-- --0E- aE-_OE GENERAL SITE NOTES:
�p STIPULATION o us
THIS DRAWING WAS PREPARED FOR USE
479LF -609LF WAXHAW PARKWAY SOUTH LLLL 1. BEFORE YOU DIG,STOP.CALL THE NC ONE-CALL CENTER AT1-800-632-4949.IT'S THE LAW. 21. THERE WILL BE NO DEMOLITION LANDFILL ON SITE. ON THE SPECIFIC SITE, NAMED HEREON,
(PROP100'PUBLICR�W) - - LLLLL CONTEMPORANEOUSLY WITH ITS ISSUE
+ - '\ EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND 22. THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE.BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA.LLLLLLL DATE AS LISTED HEREON. AND IT IS NOT
OTHER UTILITIES BEFORE STARTING CONSTRUCTION.NOTIFY UTILITY LOCATING COMPANY(ONE CALL @ 1-800-632-4949)OR INDIVIDUAL UTILITY OWNERS FOR OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. ,
LLLLLL UNDERGROUNDLOCATIONSATLEAST48HOURSINADVANCE. SUITABLE FOR USE ON A DIFFERENT
L L L L 'a 23. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF PROJECT SITE 0R AT A LATER TIME.USE OF
I- I- L L L L L L L L L L 2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,RIGHT-OF-WAYS AND UTILITIES,PUBLIC OR PRIVATE,BEFORE WORKING IN THESE AREAS. THE STREAM ALL DEBRIS,LOGS,TIMBER,JUNK AND OTHER ACCUMULATIONS.
LLLLLLLL LLLLLLLLLLL THIS DRAWING FOR REFERENCE OR EXAMPLE
3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE PLANS.THESE MEASURES SHALL BE INSPECTED AND 24. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE NCDOT INSPECTOR PRIOR TO ANY WORK IN THE NCDOT R/W. ON ANOTHER PROJECT REQUIRES THE
r_.., 47 I I I I I I vL LL LLLLLLLLLLL \. EVALUATED DURING CONSTRUCTION OPERATION FOR THEIR EFFECTIVENESS IN PREVENTING EROSION MATERIAL AND SEDIMENT FROM DISCHARGING FROM THE Q
COS' { r _ 46 48 49 50 51 52 53 54 I -I LL LLLLLLLLLL WORKAREA.IFREQUIREDANDASDIRECTEDBYTHETOWNINSPECTORADDITIONALTEMPORARYEROSIONCONTROLMEASURESSHALLBEINSTITUTEDAND 25. ALL ROADWAY CONSTRUCTIONMETHODSSHALLBEINACCORDANCEWITHTHETOWNOFWAXHAWSTANDARDSPECIFICATIONSANDDETAILMANUALANDTHE SERVICES OF PROPERLY LICENSED
'\ \ I I I I I I I I 5s N . 30 LL L L L L L L L L L INSTALLED. NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,LATEST EDITION EXCEPT WHEN OTHERWISE NOTED. ARCHITECTS AND ENGINEERS. REPRODUCTION
LLLLLBM _LLL 26 ALLSTORMDRAINPIPESSHALLBEPLACEDTOPROPERGRADEANDALIGNMENTPERAPPROVEDPLANS OF THIS DRAWING FOR REUSE ON
r r \ 4. ALL CONSTRUCTION WITHIN THE TOWN OF WAXHAW SHALL BE COMPLETED IN ACCORDANCE WITH TOWN OF WAXHAW STANDARDS.
LLL Li P LLL ANOTHER PROJECT IS NOT AUTHORIZED
M. LLL LLLL S. PROTECT ALL PROPERTY MONUMENTS AND PINS.MONUMENTS AND PINS THAT WILL BE DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED 27. NO CRACKED ORBROKENPIPESSHALLBEPLACEDORACCEPTEDINCONSTRUCTIONOFTHEPROJECT.
# {/ AND MAYBE CONTRARY TO THE LAW.
2 - -565 LF- AGENTA ST. . _ _-
LLL LLL-- BY A LICENSED LAND SURVEYOR.
{`� \ (PROP 51'PUBLIC R/IN) _LLL LLL- 28. ALL CATCH BASINS T-6"DEEP OR MORE SHALL HAVE STEPS PLACED AT V-2"ON CENTER.
L 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM INJURY,AND ADJOINING PROPERTY
\
_LLL L- L PROTECTED FROM DAMAGE. 29. EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS AND CATCH BASINS. ^3 I - NfF (�
45 LLL L
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
t \� \ `• 36 I I I I I I I I I I L L L A2UITY#I4RSTMENTPARTNERSLLC 30. ALL PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT OFF FLUSH WITH THE INSIDE WALL.
f j /\ \ 35 34 33 32 27 _LLL L L L 8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION OPERATIONS.ALL STREET SURFACES,UTILITY POLES,
R ;,..;. / pN, 4� II II II 31 P/N'(I5CI9 dH 31. ALL STRUCTURES SHALL BE SMOOTH INSIDE AND OUTSIDE OF THE STRUCTURE USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS TOAVOIDDEBRIS O
s W L L L L L CULVERTS,DITCHES,CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
/ RM ::::;::;, D,N0 pN 44 - _ DB5173PG547 REPLACED OR REPAIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS. BUILD-UP OBSTRUCTING FLOW.
NpW FA 60 GAOY NEWS A \, -o J L J L J L J L J L_ L L L L /
/ WIC ppRtp 7GO 5 �, �\ \ L L ZAVAU:POP UNION COUVO' 9. CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING CATCH BASIN AND CLEAN OUT EXISTING DRAIN PIPES.REPAIR AND REPLACE EXISTING CATCH BASIN FRAME& 32. ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.0%SLOPE. z
m p Q50 PD I65 � � 443 �\ - \ � GRATE AS NEEDED. O M
1 �� - - 33. THE DEVELOPER SHALL OBTAIN ANY OFF-SITE DRAINAGE EASEMENT FROM ADJACENT PROPERTY OWNERS REQUIRED TO COMPLETE THE IMPROVEMENTS OR PROVIDE
of NIN ;R" l 6 \ / i0. ALL AND DIRECTIONALN ORM WITH DETAILIONE HEET C OIiE WHITE, 0 COATS. POSITIVE DRAINAGE FLOW PRIOR TO CONSTRUCTION PLAN APPROVAL.
/ TE TWO �ff�
37 25 ' 1. ALL PAVING SHALLCO 34. ALLCONCRETE FOR DRAINAGE STRUCTURES SHALL BE A MINIMUM OF 3,600 PSI EXCEPT WHERE OTHERWISE NOTED OR REQUIRED. O00
o \/ ] 13�:` 39 \\ 38 \ �1 \\\ / TOWN OF WAXHAW LIMIT LINE 12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BYTHE CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREOF /�1 . O N
lf
\ \ SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR REVIEW.NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE 35. IF THE DEVELOPER WISHES TO USE ANY PRECAST STORM DRAINAGE STRUCTURES WITHIN A PROPOSED STREET RIGHT-OF-WAY,HE MUST SUBMIT A PROFESSIONAL
N/IF JAPSEN i 41 \\ \\ 24' \ NfF / OWNER. ENGINEER CERTIFICATION FOR THE STRUCTURE.ALL STRUCTURES MUST BE CERTIFIED TO ADEQUATELY CARRY H2O LOADING.PRIOR APPROVAL FROM THE ^ :i� V
u \ Dp G. 009C $ \ > , ENGINEERING DIRECTOR SHALL BE OBTAINED IN ORDER TO INCORPORATE ANY PRECAST STORM DRAINAGE STRUCTURES IN A PROPOSED STREET RIGHT-OF-WAY.
LtN ,0�0�7 72 � / � � �\ � 23\ ^ �ANTNUYNGUYE�; 13. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING AND PIPE INVERT ELEVATIONS PRIOR TO '�
° �/ v CONCEALMENT.DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT.
- 20'REAR SETBACK \ \\ JOIN:yy13 p�1e1 \, � � 40 � \ > TNOMASMA EWFERRY 36. UNDER NO CIRCUMSTANCES SHALLAPRE-CAST STORM DRAINAGE STRUCTURE BE CUT OR ALTERED WITHOUTA PROFESSIONAL ENGINEER'S CERTIFICATION OF �
- Do ONtN�'R 9 �O•/ 22 \ �/ P/N-IDA9 d \ / 14. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY. ADEQUATE LOAD BEARING STRENGTH FOLLOWING THE ALTERATION OF THE STRUCTURE,EXCEPT WHERE DESIGNATED"KNOCK-OUT"PANELS ARE PROVIDED.
� \ z l C��S RI�1 \\ TO NfF / g4
10'CONCRETE \ i \ , 15. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS. 37. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED TRENCHESAFTERTHE PIPE HAS BEEN PLACED.
PATIO AREA . /\ \i \QQ`' •Qugu \\ \ ZONING ASoLO%;wCOUNTY ADLERTRU3T
a M OQ 51 \\ 21 PIN'UW dK 16. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST 38. THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT AND LAID UPGRADE.THE BELL SHALL BE LAID UPGRADE. x
cry ` / lQ BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
�� LLY \ 10� \ \ \\ D96991PC584
x rn So 00pD i / 39. SURVEYSTAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH PLANS AND FIELD CONDITIONS
Y m x v "\ 1 T L, D vl /11 \ 1] \ \ 20 \\ / / NINC:'RZCUN/IJNC1?UNTY / 17. IN ORDERTO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.5%SLOPE OF THE CURB. v
CO be P p \ \ \ \ 1S. SUBSURFACE DRAINAGE FACILITIES MAYBE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BYTHE INSPECTOR. 40. NO CONSTRUCTION ACTIVITIES ARE ALLOWED TO TAKE PLACE BEYONDTHE FLOODPLAIN LINE OR THE STREAM BUFFER LINE,WITHOUTA PERMIT ISSUED BYTHE U.S.
a H 7�3 a \ ARMY CORPS OF ENGINEERS,THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,AND THE CITY OF MONROE. I--1
NINO'R ✓ i \ 18 \ \ / \ 19. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED, a
40'X 62' 'ry' ZQ 12 �\ \\ \ v / O O
LU W HOUSE PAD p \ / 20. AREAS OF SEVERE ASPHALT DISREPAIR WILL BE REMOVED TO TOP OF SUBBASE AND PATCHED PRIOR TO OVERLAY. 41. 16'DRIVEWAY WIDTH REQUIRED FOR ALL LOTS TO ACCOMMODATE TWO VEHICLES.
N �, \,\ ffF \ 42. DEVIATIONS FROM THE TOWN OF WAXHAW STANDARD SPECIFICATIONS AND DETAIL MANUAL MUST BE CLEARLY NOTED ON THE PLAN AND LISTED BELOW. d
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20'FRONTSETBACK {{EBLGPI :p1\ P�IS 915 \ 14 J \>�/ ZONING'R10 UNION COUNTY /
(SHOWN TO ALLOW fin/ 15 /
o' PARKING IN DRIVEWAY D� NtN6:R' / NJF , JOB NUMBER: C220016
m 10'UTILITY zO \ / CUR77SE TOUE.NG � 2 ,MARYLOURSLESON CHECKED BY: BHE
v EASEMENT \ \ / , PIN D508d00990 , 8 6 SHLDR 11 11 6 SHLDR. 13.5 6 1' 5'SW 1'
N 16'conic. / �,/ D9I794PG368 , DRAWN BY: BHE
DRIVEWAY c Pl/f (ON ONING R20 UNION COUNTY \ '(� •1 _ DATE: _
7.5'PLANTING STRIP 5'CONCRETE SI WALK- a a K/RAL,II LG D
�� \ PIN."0508��7 NfF \ 1 - EX.GROUND 08 07-2023
087234 P6169 CURTrSE TOLLESD�r \ / �ARlIl 8% 2% 2% 2% 2% g% P�1:• --
LOV/NG-R-1 - - _ - MARyLO11T011FSON 'f EX.GROUND----- 061 4.1 II II I I I I 6.5.1 3:1 2% SHEET TITLE:
a \ \ _ _ - - PIN°05Lt8d 80 SURF CE CGLJR aF I�--�I L J �
= 2'GUTrER ' �1rt0 - clrlr�l ( �061 4 2 2 41
RZlTO6 ---EX.GROUND OVERALL SITE
DBId94PG368 /
N \ N/F ZAVAG.'R"1 .5A - IIJITIA:_ LIFT EX.GROUND- P��;1 GRASS PAVED I PAVED GRASS
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CHERGP.ELGIN GRAPHIC SCALE , BASE COURSE PLAN
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( IN FEET) / TYPICAL PAVEMENT SE 4� �� WAXHAW PARKWAY SOUTH CROSS SECTION 811 oth 800-62 811
4949
linch = 150ft. '� CIO
TYPICAL LOT DETAIL / Remote Ticket En
35 MPH POSTED SPEED LIMIT
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