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HomeMy WebLinkAboutNCC243423_Site Plan or Location Map_20241106 1 2 I3 I4
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City of Charlotte,Union County,State of North Carolina DOT,Esri,HERE,Garmin,INCREMENT P,NGA,USGS;Sources:Esri,HERE,Garmin,USGS,Intermap,INCREMENT P,NRCan,Esri Japan,METI,Esri China(Hong Kong),Esri Korea,Esri
(Thailand),NGCC,©OpenStreetMap contributors,and the GIS User Community
L A NGA N Project Drawing Title Project 10 Figure
Sage at Marvin VICINITY MAP 281015401
101 N.Tryon Street Site 600 Date
Charlotte NC 28246 4/23/2024
T.980-270-3900 F:980-270-3901 www.langan.com Scale
Langan Engineering&Environmental Services,Inc. 1:2,000
c
Langan Engineering,Environmental,Surveying,Landscape - m
Architecture and Geology,D.P.C. Drawn By E
Langan International MARVIN Site Analyzer
Collectively known as Langan Submission Date N
UNION COUNTY NC 4/23/2024 Sheet 1 of 1 N
0
Disclaimer:This information is produced by an automated system and may not be complete.The absence of a feature is not a confirmation that the feature is not present at the subject location.Information produced is in the public domain and unless noted has
not been field verified or provided for any specific use.Users are also cautioned to confirm the information shown is suitable for their intended use.
Spatial Reference:NAD 1983 StatePlane North Carolina FIPS 3200 Feet
I 1 I 2 I 3 I 4 I 6 I 7 I 8 1 2
LEGEND Q
-
SITE SYMBOLS -__ SITE SYMBOLS(CONY.) x
EXISTING CURB LINE °`• /
PROPOSED CURB LINE EXISTING MONITORING WELL CONCRETE MONUMENT® r i = J
LO
PROPERTY LINE ADA CURB RAMP m
/ � LOT BUILDING SETBACK LINE -- CONCRETE SIDEWALK = y p �/P s -
TRACT BUILDING SETBACK LINE SIGN EXISTING GUIDE RAIL ,., ,. .. PAR
KING COUNT -Q-
2 1U4 / /-:L,
! , /
EXISTING BRUSH LINE LOCATION OF INGRESS/EGRESS. E
EXISTING CONCRETE LOADING DOCK DOOR / S �`
// EXISTING BUILDING I I POROUS PAVEMENT1 I b /\\ �,!
PROPOSED 30'WIDE TEMPORARY EXISTING UNPAVED DRIVEWAY POROUS ASPHALT PAVEMENT V�111�`J ( \\``
EXISTING PAVED DRIVEWAY GRADING/DRAINAGE SYMBOLS
// / EXISTING INDEX CONTOUR -ila- /�
CONSTRUCTION EASEMENT / EXISTING DITCH EXISTING INTERMEDIATE CONTOUR
A PROPOSED 20'WIDE UTILITY EASEMENT /' CASTING EDGE OF PAVEMENT PROPOSED CONTOUR ® f
X EXISTING FENCE -x x E%ISTNG SPOT ELEVATION x.B'
N53.53'15"E �� PROPOSED OFFSITE SEWER EASEMENT EXISTING SIDEWALK
PROPOSED SPOT ELEVATION x JB(1.3
S6.1Q' / _ PROPOSED RETAINING WALL
aTV/ i•!�-•(.-•(.-.-.-r SOILS AND NATURAL RESOURCE SYMBOLS / 0
AO^ry R' /\ , PPROPOSED ROPOSED BUILDING
A LDBASIN ' ' STREAM YCEN OF BANK 11111111111111111E 1111111111 �r k, , z ^x
/ EXISTING WOODS LINE
•
..- -401.01e. dt.
SA
TOP
>s( EXISTING PARCEL TO BE RECOMBINED EXISTING WATER 1,
// / SOILS BOUNDARY
�� f S52'32'07"E STREAM CENTERLINE
0
PROPOSED �1 /` 2$1.52 DEPRESSED CURB (�, MARVIN h
PARCEL RIPARIAN ZONE
°� \ LIMIT OF DISTURBANCE FLOOD HAZARD AREA E
SETBACK ^j6• \ S, EXISTING SHRUBO EXISTING SIGN 7-
WETLAND AREAW
.ry 1 �/ S, EXISTING TREE EXISTING POST/BOLLARD• WETLAND TRANSITION AREA 14
EXISTING HOUSE •• - V
ON LOT 23 TO ► \ UTILITY SYMBOLS - PROJECT LOCATION MAP z
� EXISTING PIPETI - - - - EXISTING WATER VALVE
STRUCTURE
REMAIN o TA SONGG UTILITY POLE o EXISTING WATER vFIED • 1 INCH=1,000 FEET v
F' Niitifor \ ' >S55'38'08" EXISTING INLET-DOUBLE 8 EXISTING FIRE HYDRANT 'p� d./ :3'
"• S EXISTING LIGHT POLE *` ryI •
SS, 551Q• EXISTING GUY ANCHOR o-N39'25'56" �5i,$ 'O ' 1 \\ B-� PROPOSED STORM SEWER ® EXISTNG GAS VALVE
\ xy \� SF PROPOSED SANITARY GRAVITY SEVER EXISTING SANITARY MAHOLE�i
�' .D PROPOSED SANITARY FORCE MAIN �FM�
y E ��� EXISTING SANITARY CLEANOUT
6.19' O z 'c" UE N ,��0 PROPOSED GAS MAINPROPOSED UG EXISTING MISCELLANEOUS FEATURE
N73'59 45n � f ZW\ R MAIN
PROPOSED RREEWATER LINE UW
FW PROPOSED HYDRANT
\\O 9 to •` \ ' PROPOSED TELECOMMUNICATIONS LINE UT PROPOSED ELECTRIC TRANSFORMER
N73'44'51"E ❑T
PROPOSED UNDERGROUND ELECTRIC UE
55.91' -� E m _
B 50'39"E 2
„E N81� �� N
�D, 0
•a�23 tos.72' UE - �m.� )1 12 5 r ��
•t„ce'11F. �. r ' \ / �� _� \ L � / PROPOSED STORM EASEMENT
r
^•N �.i,� -_ PROPOSED PLANTING STRIP W/DITCH
�� +h•S�� // �� see �4 /` �XT:7,' ,
�. �\ F
5 A9 / J�, �\\ li �� " -,,.% -LOT#6 �., PROPOSED RM/LINE
•,0•E 1 \ \D.69ACRE\
s ,:
'� / a •\ 1� 7 35'14"E
ss,, 08.76' ��
AA,, �'23"E 285.0' IF. �' ��� / im, - �...� \ �iTC\� �� \ �- 98'
_ I
a
a s2�� .1 ., LOT#22 / ( . CO � ) / D .� 60. v
r� � 0.59 AC E
R4' ,�j * 5ACRE� $111 I�. .� 4.77F��-ES ��
i / tv `�i. I/ \ 69 C - I �\
16-
o'.� j , "r ) 0.69ACRE �� / / ��y �\A � I :
C �q, T#20 0 �O ��� 4 LOT#4 'i 1 -;_)"NA- �-
a \ / / if ;
, m AC� �/ QI CRE
�oov�Z >9 Le #10 S
am_ it ���»'������,,, 69 A
,�� v / \ /\ / POTENTIAL EASEMENT DEDICATION FOR
=o o��o / " • 0.6 CRE �� /�- • _ FUTURE TRAIL ALONGFLOODPLAIN 10/15/202a UDPDATED FOR E+S SUBMISSION 3.
\ :.. \ /, ��` J �£ �� �`r� S3T35o54"E
D�S-� PROPOSEDLOT#19 (r J `�`v. 09/03/2024 UDPDATED FOR E+5 SUBMISSION 2
Illl Ea07 85' .
<" T o 172.2' LOT LINE TYP. 0.79 ACRE j �\ +
/ (TYP.) 1<'
I' s' EXISTING WETLANDS(TYP)
/ \ \ X� ' \ OT# �T#3 �/ 08/09/2024 UDPDATED PER NCDEO COMMENTS 1.
�G o�� ��N �\ / �'\!• '�� I /� NCDEQ BUFFER
9 ��� 6 SJ• s. / �� 0. 5 AC•lr
LF. c-• S6. i 100.0' 1 II,(}OACRE • - • 1 '\ - 200' Date Description No.
> > 'A.. 1 \ \ \ , �' T
- - �• -' �� Revisions
)D % cT#2 41o�
�3'`O6, �T#18 , - V, - 9�i - NO NEW STRUCTURES
S -'V LOT#1� ..„.„... -.5_
�/. ', � SHALL BE CONSTRUCTED ��II,uN�l ll/n/////J 8
q 96, y 9 ACRE a / 50 Eel
iri
WITHIN 200'DEQ BUFFER ON o` ZN CA/7p /o
's 5 ACRE p5 L ANY LOT .���``�R;....5$l'.C/N'�i,
R \ LOT#21 2 �`
9ACR- / / I 285
��/ OR D'I 9t,� PROPOSED 50'RIW 510,5a o .� ____ j�� �!':
O O
,(� v = SEAL
1) ,- . �� '/ 1 _ l.' °.. �e OT#1 , V _ 053928ii'�'
N5r UO 44w Ate,\`Sy V } cr` PROPOSED FULL ACCESS ��• I 0. 6 ACRE .' '
8495' 7� O2• �" LOT#17 9 ENTRANCE WITH GATE 100' g�, `
X c
D Na7°orosw IE1 2 ( �t�. 56899'35"W \ i 9 ,)9IGNA..:
MIN.FROM RIW-DESIGN BY y,1 Sign ' Date
I t LOT#13 \ OTHERS \ I\ / ii ATHON'�^� N RHINE
OS 1 0.79 ACRE 1°- _
\ 0.69 ACRE \ ', / . PROFES'S1OIM/#WL1'•1�INEER NC Lic.No.053928
:� / 1�368'55'41"W
NOTL;" " �\ /�1 5'WIDE SIDEWALK SHALL BE 27.68' P r
TYPICAL LOT LAYOUT FOR SINGLE FAMILY �v tiF\2A 283.4' \ / 0 129.23'
•UNIT IS SUBJECT To CHANGE BEFORE uewc \Dv �'�O� /� \ .• CONSTRUCTED ALONG PORTIONS OF 850• ��� 'co' I ���
CONSTRUCTION,S BJE BUT SHALL NEVER HAVE - \ _,. 9• ROADWAY AS SHOWN • .LG� V" L
MORE THAN 13.500 SF OF BUILT UPON AREA \ N ^2 ��> / / � � 1 ,, PROP 25'LANDSCAPE OTION OF JUT N
(BOA)PER NCDEO DEFINITION \ \ / O
i 4 } / ` \ BUFFER ALONG \ /I,•f , \
PROP.DRIVEWAY '<� „I LOT#16� '�� ADJACENT �A,e " Langan NC, Inc
��
- ' 0.64 ACRE RESIDENTIAL PARCEL
/ 4 .) we _ IN PERMANENT 's S6819'49"W 227 W Trade Street,Suite 320
4 LOT AREA TABLE 10.00 �••• A / �- vEASEMENT 338.85'
F°-
, _
Charlotte,NC 28202
LOT AREA(AC) SETSIDE BACK(TYP 0 �N 2 140.1' I ^I \ - - ', / PROPOSED \ 9
1 0.76 / 3a.00 7 S2 I / \ \\\ / DRIVEWAY
2 0.76 \ 4400 r� dS ` T:880.270.3901CAROLINA www.langan.com
/� _ S61'1801"W - PER NCDOT PE LIC NO C500 STALIeo O Flom
3 0.90 �� A FRONT YARD �� 2 QT8'3718"W FIGURE#4 Project PFLcuo-csom LA Lc.No.coca
4 0.69 \ / E16ACK(TYP). A' 31.0 'e0 �- \
/ 7s.00 0•° R " O ' PROP.10'X 70'
5 0.69 ao.00 ? S59'201 W PROP.STOP SIGN AND
6 0.69 ���, �s.00 -\ �- 49 1 0SIGHT TRIANGLE 24"WIDE STOP BAR
S56'2Q Ss„6'Q,"W SAGE AT MARVIN
7 0.80 �� .xy / S59'47'46" 11.35'
8 0.59
20.70'
9 0.69 A ••• /I COS 100.0'/�
go.00 10"W
E 10 0.69 / R/w 2.6 ACR S
\ m ii 44.72' V
11 0.65 \ 1so.00 / MARVIN
12 0.69 \ PROP.PORCH \\ S58'37'04"W S58'07'21"W
13 0.69 \ 230.or
14 0.69 � 7. 3� 48.35' 47.85' UNION COUNTY NORTH CAROLINA
REAR�ARD ' / PROP.EOP 1 Drawing Title
15 0.65 SETBACK \ �' % / S58'33'35"W 9
16 0.64 (TYP.) �% 15.00 -1 / ,I •�� \ 48 92' " 59
3 48.78'
17 0.79 \ G,.. Doi 48Q 1
18 0.79 PROP.DECK c a S58'12'19"W -611
\
19 0.79 ) C I 46.06' \ OVERALL SITE PLAN
20 0.86 m J1r PROPOSED VIEWSHED
TYPICAL LOT DETAIL 557 '32"W BUFFER(85'MIN PROPOSED)
- 1 INCH=60 FEET INTERSECT'.I 0 n L - 6� /�
NOTES. KERR AN. AV• P�"rl.
1. EXISTING BOUNDARY AND TOPOGRAPHIC SURVEY IS BASED ON A PLAN TITLED "BOUNDARY& UTILITY LOCATION RO•• POTENTIAL RIW DEDICATION FOR ROUNDABOUT
SURVEY OF 9820 JOE KERR ROAD",PREPARED BY THE SURVEY COMPANY,INC.,DATED 09/19/2022.
2. FLOODPLAIN BOUNDARIES SHOWN ARE BASED ON FEMA FIRM COMMUNITY PANEL Na 3710445600L, REVISED 1 \ Y-' /,' Project No. Drawing No.
02/19/2014. S57'32'36"W
3. STREAMF BUFFERS SHOWN: Y S 5E ZONE PER UNION COUNTY ORDINANCE, 20-FT MANAGEDE, USE ZONE 55 99' / 281015401
BUFFER PER UNION COUNTY ORDINANCE, 50-FT UPLAND ZONE PER UNION COUNTY ORDINANCE, AND 200-FT - _ Date
NCDEQ UNDISTURBED BUFFER.
4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING �('� 00
DRAW J DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL 4/23/2024
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT Drawn By
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.THE SURVEYOR HAS NOT 100 0u 50 100
F PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 11 Z1 11
5. ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE REMOVED FROM THE EDGE OF PAVEMENT Checked By
CLEAR RECOVERY ZONE OF 10'. SCALE: 1"=100'
U Sheet 12 of 38
Date 10/15/2024 Time:21:14 User.zjordan Style Table Langan.stb Layout:CS-100 Document Code 281015401-0301-CS101-0101