NCC223177_Site Plan or Location Map_20220909

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LEGEND EXISTING MSD PROPERTY
MANHOLE #20-13946
EXISTING 2' CONTOUR LINE
+ PROPOSED 2' CONTOUR BLUERIDGE PARKWAY \\
OVERLAY DISTRICT
EXISTING STORM DRAINAGE PIPING -
PROPOSED STORM DRAINAGE PIPING - - -
FLOOD PLAIN
PROPOSED SUBSURFACE STORMWATER LIMITS
DETENTION
o EXISTING STORM DRAINAGE STRUCTURE
EXISTING MSD
■ PROPOSED STORM DRAINAGE STRUCTURE MANHOLE #20-45365 a /� R.............
B E _
s /
-----W- EXISTING WATER SYSTEM / / I 2 - �� LLC. s
'♦ 9645-45-3 S .�
zoo / I / / _
----- -PROPOSED WATER SYSTEM EXISTING MSD 0521
f USE: COMMO
GRAVITY SEWER - / o - USE s
a EXISTING SANITARY SEWER SYSTEM � / - rp s
�3
PROPOSED SANITARY SEWER SYSTEM - `� ''w 449 \3O2? ►
�c PROPOSED STREET LIGHT � � � 1.21 f
�-
ji
448 Q 2�
5 � 5
RAMBLE BILTMORE E BILT I I� 8
bo
FOREST ;-ttC--- /5 FOREST LC. - O�
9645-45-3676 SS -45-3676 3 I of PROPOSED
38 1 s 3836/0521 _ _ I STREET LIGHT
E: COMMON s USE: ON 00 \ (TYP)
APPROXIMATE USE -� USE SS -sS .58f
ss 45.25'
LOCATION OF EXISTING
WOOD LINE _ - - 447 - 6 -
c - 189.20' t
5
446 - _� I 14 RAMBLE COMMUNITY
I �I . 0.7
451 I 4\ ASSOCIATIO
N, INC.
5 443 445 0.81f 9645-48-0728
1�1 9± 0.95E 24 5723 1015
2 442 II f NI I I j - USE: COMMON USE
/ 0.85E / I -
� � � � �� � ' � 198• of I � PROPOSED
WATER MAIN (TYP.)
-t W/20' EASEMENT
452
441 / 8 ' 172.74' f S } 174.58 0.82E N
0.8 f 106 - 170= ss- _ SS 5 �% 0.79E � P I CU I `� / EXISTING
ss ry _� SANITARY SEWER
.� S - / I
� \\ � (D 5 � - � (TYP)
153 152.97 f 156.44' /
_ ' t "
20i - -
__7 6 6 _j
ILO F 10.79E 158.45' t I� AVID & ROSLYN LEWIN
° \ .1 / v I 9645-38-7255
rn / i I�+ I Z,,0 IA % ° -� EXISTING RAMBLE
i -H 462 463 5 I /�9 o ► IJ 53 6142/445
v / 40 `� I 0.66E 0,69E I I� I 0.69 / 21% = 0. 3f l I USE: VACENT BLOCK F PHASE 1
0.89E 00 I I 0.81 f I �Y-Y/ 182.39' f �I
' I 5
/-T55.18`f p >Ar
.6
45 I GRANT A ROSENBLUM
0.6 f I GEORGIA E ROSENBLUM
- 2 `3•Z� I 9645-38-7163
4 1 -,5� 456 \� I 454 6066/1172
6 i 0.62E 6 I ? _ USE. VACENT
� s O
Nj
439 �s 0.69E / / \ \ g$ j� \� 1 6 , tJ
0.87E �/ > 16a \ 457 �\ `���el� -+ N GRANT A ROSENBLUM EXISTING
C 2� I STORM DRAINAGE
GEORGIA E ROSENBLUM
�� 0.75E \s' 9645-38-7050 (TYP.)
_ I o�
\ � � 5 j 200.�8' t � 152.64\ � J � 6038/0567 �
0.79E \ ��' \ U ESIDENTIAL I
\ \� 4/I 0.8 f �� �o°c 5 I �69 I
EXISTING CITY OF
s8, / I �Q,P 5 r� I I• I \ / ASHEVILLE
WATER MAIN (TYP.)
/ I
� 432 43
PROPOSED 8" 1.00f I , 430
SANITARY SEWER MAIN �� ss 437 s s 0.86E 1 PROPOSED
3 /���'� XY WATER MAIN W/20'
W/20 EASEMENT (TYP) 9f - ��/ I I C6 -- -EASEMENT (TYP.)
110.89' f 136.7�fF
RAMBLE BILTMORE ss /� 436 % 433 149.75_t o.25' t
0.83E - 5 EXISTING RAMBLE
FOREST, LLC. 0.84E
9645-45-3676 , ♦ / /� 434 \ �tK \ ss s
- BLOCK F PHASE 2
3836/0521
� / 435 �,�' � RAMBLE BILTMORE
♦ AS '*
USE: COMMON ss . \ 0.88E I - 0.83E /� FOREST, LLC.
USE \ o• 9645-45-3676
3836/0521
PROJECT AREA
BLOCK 'K'-
LOCATION MAP
NOT TO s3 1A
DEVELOPMENT BLOCK:
THE RAMBLE BILTMORE FOREST
PROJECT NAME:
BLOCK "K"
PROJECT ADDRESS:
EMERALD NECKLACE DRIVE
OWNER/DEVELOPER.
RAMBLE BILTMORE FOREST, LLC
ONE TOWN SQUARE BLVD, SUITE 330
ASHEVILLE, NC 28803
[phone]
CONTACT PERSON.
LEE THOMASON
ONE TOWN SQUARE BLVD, SUITE 330
ASHEVILLE, NC 28803
[phone]
ENGINEER:
WILLIAM R. BUIE, P.E.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
PIN #:
9645-46-1043
TOTAL PROPERTY SIZE.
70.94 AC.t
MIN LOT SIZE:
0.60 ACt
MAX LOT SIZE:
1.23 ACt
TOTAL # OF PROPOSED
LOTS: 38 LOTS
OPEN SPACE:
XX
DENSITY:
1 LOT/1.86 AC.t
PROPOSED ROAD:
4039 LF t
CORRIDOR 90' OR LESS:
LF (100%)
CORRIDOR 91' TO 135':
LF (0%)
MAX. CORRIDOR HEIGHT:
t
DEED REF:
D.B. 3836 PG. 0521
ZONING:
R-1 RESIDENTIAL DISTRICT
(BUNCOMBE COUNTY)
TOWNSHIP:
LIMESTONE TOWNSHIP
BUILDING SETBACKS:
REQUIRED PROPOSED
FRONT - 10'
(from ROW) 25'
SIDE - 7'
10'
REAR - 15'
25'
USE: COMMON NOTES:
_ go$ USE PROPOSED 8" 1.) SEE PLAN & PROFILE SHEETS RAMBLE K, PHASE 1 FOR EXISTING HORIZONTAL &
103.70 t SANITARY SEWER MAIN VERTICAL CURVE INFORMATION & ROAD GRADES.
99. s / W/20' EASEMENT (TYP) 2.) SURVEY INFORMATION PROVIDED BY: INC SURVEY, P.C. 96 CENTRAL AVENUE
/ 5 Ss= SS ASHEVILLE, NC 28801
/ so **ma� APPROXIMATE 3.) NO WALLS ARE PROPOSED.
/ a,00
- MONO 10 go LOCATION OF FUTURE EXISTING SANITARY 4.) PROPOSED ROADS ARE PRIVATE & TURNED OVER TO THE RAMBLE BILTMORE FOREST
o vDRIVEWAY (TYP.) SEWER (TYP) HOMEOWNERS ASSOC..
5.) THE SITE IS ENTIRELY WOODED EXCEPT FOR ROAD CONNECTION POINT.
S\ s 6.) ELECTRICAL, TELEPHONE AND NATURAL GAS WILL BE UNDERGROUND AS DESIGNED
PROPOSED UNDERGROUND BY UTILITY COMPANY.
' i STORMWATER DETENTION 7.) PROPOSED SANITARY SEWER SHALL BE TURNED OVER TO MSD.
EXISTING LINEAR +++ '• SYSTEM (TYP.) REAR OT LINE 8.) PROPOSED WATER SYSTEM SHALL BE TURNED OVER TO CITY OF ASHEVILLE.
WETLAND (TYP.) '�' •. EXISTING MSD 25� 9.) NO KNOWN CEMETERIES ARE LOCATED ON THE PROPERTY.
,�;� �;�' MANHOLE #50-407371 10.) EXISTING LAND IS VACANT.
EXISTING '
WETLAND (TYP.)
STREAM (TYP.) �,
EXISTING RAMBLE
SANITARY SEWER
(TYP)
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
-00 45' R/W
5' 5'
20
SHLDR PAVEMENT SECTION S "/FT R 2:1
/4"/FT CUT SLOPE
2:1 11
FILL SLOPE -
- - 21" S9.5CIIlASPHALTIll
-i PAVEMENT TYPICAL
8" CABC DITCH SECTION
COMPACTED NATURAL GAS
ELECTRICAL SUBGRADE MAIN
PHONE CABLE PROPOSED
WATER MAIN
EMERALD NECKLACE DRIVE
ROAD SECTION
N.T.S.
20' 11.) PAVEMENT DESIGN WAS DESIGNATED WITH ASSUMING POOR TO FAIR SUBGRADE
20' I (GROUP II, PAGE 23 NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTED STANDARDS)
WITH 8" OF ABC & 2" OF S9.513.
NOTE: I 12.) NO BASE COURSE SHALL BE PLACED ON MUCK, PIPE CLAY,
10' UTILITY AND w ORGANIC MATTER OR OTHER UNSUITABLE MATTER, AND A MINIMUM COMPACTION RATE
PROPOSED
DRAINAGE I OF SUBGRADE PRIOR TO PAVING SHALL BE LESS THAN 95 PERCENT BY STANDARD
EASEMENT TO BE J I BUILDING FOOTPRINT PROCTOR METHOD AND CERTIFIED BY A LICENSED ENGINEER.
RESERVED ALONG o 13.) 2' CONTOURS & SURVEY INFORMATION PROVIDED BY: INC SURVEY, P.C.,
ALL FRONT, SIDE J 96 CENTRAL DRIVE, ASHEVILLE INC 28801.
AND REAR LOT o 35, PROPOSED 14.) THIS SUBDIVISION IS NOT A DRASTIC VARIATION HILLSIDE DEVELOPMENT.
LINES. 2 CAR DRIVEWAY 15.)THE ROAD CORRIDOR DOES NOT EXCEED 90 FEET IN WIDTH OR 60 FEET IN HEIGHT.
FRONT LOT LINE AND NO ROAD HAS A GRADE EQUAL TO OR OVER 15%.
16.) NATURAL AVERAGE SLOPE OF THE PROJECT AREA IS 15.00%.
17.) PORTION OF THE OVERALL TRACT IS WITHIN THE 100 YR FLOOD PLAIN PER INC
TYPICAL BUILDING SETBACK LINE AND UTILITY FLOOD PLAIN MAPPING PANEL 9645 MAP #3700 964500J. EFFECTIVE DATE 1 /6/2010.
AND DRAINAGE EASEMENT 18.)THE OVERALL SUBDIVISION IS GATED.
N.T.S. 19.) NO PORTION OF THIS PROJECT LIES WITHIN A RIDGE PROTECTION OVERLAY AREA.
20.) NO AREAS WILL HAVE A FILL OR CUT SLOPE STEEPER THAN 2H: 1 V.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WG LA. C O M
NC LICENSE P-1342
The Ramble
Biltmore Forest
Block "K"
Limestone Township
Buncombe County
North Carolina
SEAL. IVoafr
0 0 0 o
6*4%1 n
,/ /A M
REVISIONS
DATE
DESCRIPTION
9/
Know what's below.
C1II before you dig.
PROJECT NUMBER: 21173
DATE: 1/22
DRAWN BY: KHC
CHECKED BY: WRB
Preliminary
Site Plan
C-1 00
SCALE: 1 "=100'