NCC240101_Site Plan or Location Map_20240112

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RAMBLE COMMUNITY ASSOC. EXISTING FIRE
INC. EXISTING MSD RAMBLE BILTMORE HYDRANT(TYP.) '
PIN #9645-36-7453 W LA
GRAVITY SEWER LINE FOREST, LLC PREVIOUS
DB 6284 PG 1458 9645-ST, LLC3 �� " �OEvaoPMarr
USE: COMMON AREA AREA 2 ��
3836/0521 /,
�" USE: RES BLDG LOT / /z �� oe Engineering
�� BLOCK°F" � FK �
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BLOCK"K" BLOCK"Fr I i WGLA ENGINEERING,PLLC
(/(1
� BLOCK"G" BLOCK D° Darr 724 5th AVENUE WEST
EXISTING CULVERT �Q HENDERSONVILLE,NC 28739
��%�� �/ TO BE ABANDONED �y '" [phone]
� � WGLA.COM
/ AA BLOCK'I" �� NC LICENSE P-1342
\\22\ // j �� PROPOSED/ /
BLOCK'M"
i / /// - �� / OCS #5 BLOCK"E'
•
111A0FIE PAW
/0 $$ $ / / / / / ___
wqr PROJECT AREA The Ramble
� i ��� � � _ � � BLOCK'H2'
AMY ZAKARIN & -
��/ / Biltmore Forest
/ 1.40 A ISAAC ROSENBERG u
pp,
����� 966286/85528 TEAHOUSE RIDGE �� Block ��H��
//\/i. PROPOSED I USE: RES BLDG
OTCB #4
PROPOSED 111.ft.\-1\1\-\: LOCATION MAP Phase 2
DETENTION SYSTEM \/n 1
#1 160 LF OF 36" \�;..-: NOTTDSCALE
HDPE PIPING ,,4�' - -Av.,4/� \ ( Limestone Township
�� � %/ Buncombe County
PROPOSED OUTLET �I � ����;,'��,,,
#2 W/FES AND / ,ojt �`� \k �.� North Carolina
OUTLET PROTECTION �� \/% 1i �� A, �� DEVELOPMENT BLOCK:
G
\� (��� � ��/IO►� � "=;., ► 1©� y PROJECT NAME: THE RAMBLE BILTMORE FOREST
' sa BLOCK "H" PHASE 2
• ,�!///�i1� J�/� I PROJECT ADDRESS: RAMBLE WAY
RAMBLE �/I , 4�;.j. ������ OWNER/DEVELOPER: RAMBLE BILTMORE FOREST, LLC
�� , ONE TOWN SQUARE BLVD, SUITE 330
COMMUNITY � �. AAA
ASSOC, INC. 1 1 �4� v'1 10 , 'f 'I i� `''O / PROPOSED \ 77 / // / A828 Mom, NC 28803
#9645-36-0245 IE 0 � /
DB 5953 PG .��'�. � �Q4� l� OTCB #3 ( ) 209-2000
1578 Pili �.y���r�� 1.1 9 A i
USE: COMMON ' \ `ot , �, — CONTACT PERSON: LEE THOMASON
AREA 4.® ` 1 8% 1 1 ASHEVILLE, NCU28803LVD, SUITE 330
y� `����� , f PROPOSED [phone]
I 1 ,// ��I#��I� / III PROPERTY LINE
.•:•:• .4.
- ENGINEER: WILLIAM R. BUIE, P.E.
//j A �>✓ WGLA ENGINEERING, PLLC
������ _ HEN 5thER AVENUE WC 2
I 4®�,�� 1.' •C. HENDERSONVILLE, NC 28739 ,,
�,® �! ( [phone] ,��`.N.C?Ryp��,,,��
PROPOSED MSD G PIN 9645-44-8827 P ��¢ •�
GRAVITY SEWER LINE q�
= alo�9
' \ / / TOTAL PROPERTY SIZE: 12.78f AC. 60
*Vf#101,/-;////;///j
� � TOTAL#OF PROPOSED LOTS: 6 LOTS �+a ,..eh
A
41 j '�° .i'A DENSITY: 1 LOT/2.13f AC.
//. MINIMUM LOT SIZE: 1.40 ACf
//4%° (( i / MAXIMUM LOT SIZE: 1.40 ACf
s
� .
//�',� DEED REF: D.B. 3836 PG. 0521
//// �� RAMBLE BILTMORE FOREST, LLC REVISIONS
/ /// // � #9845-4PG 027 ZONING: R-1 (BUNCOMBE COUNTY)
EXISTING 12" / /� // DB 0521 PG 0231 one oEscwPnaN
WATER MAIN /�/�// �� PROPOSED USE: RES BLDG LOT TOWNSHIP: LOWER HOMINY CREEK
/��� i// t OCS#2
EXISTING CULVERT / /�i i I �� BUILDING SETBACKS:
TO BE ABANDONED /j/ `. i REQUIRED PROPOSED
/ /,��i � ���� .41 /� FRONT- 10' (from ROW) 35'
SIDE - T 20'
1 i �%V� � � 1 PROPOSED DETENTION REAR - 15' 25'
j/ t I SYSTEM #2 HDPE PIPING EXISTING IMPERVIOUS 0.60 ACt (4.69%)
/ j j "�� EXISTING FIRE
�!` HYDRANT IRE
Ay
' �S. -.. EXISTING WATER 81'I.
/� �, METERS (TYP.) I LEGEND i
/ t q ���
///// I , EXISTING 2' CONTOUR
/ / PROPOSED \ \ I ( 111 Know what'sb@IOW.
// ��// OTCB #1 �240 PROPOSED 2' CONTOUR NOTES: Ca i before you dig.
4I ! EXISTING STORM DRAINAGE PIPING 1.) 2' CONTOUR INTERVAL.
�/ A 350 2.) ALL STORM DRAIPAOE INLETS SHALL BE PROVIDED
PROPOSED OUTLET /�// PROPOSED STORM DRAINAGE PIPING WITH GRAVEL INLET PROTECTION.
#1 W/FES AND `� • 3.) ALL STORM DRAINAGE PIPE SHALL BE HDPE
OUTLET PROTECTION I� 1•
PROPOSED STORM TECH SMOOTH WALL INTERIOR, BELL AND SPIGOT, SOIL TIGHT PROJECT NUMBER: 23111
/. y 777III o JOINTS, UNLESS OTHERWISE SPECIFIED ON PLANS. DATE: 2/23
EXISTING STORM DRAINAGE STRUCTURE
/ 4.) CONTRACTOR SHALL ENSURE ALL EXISTING AND DRAWN BY: KHC
_ ■ PROPOSED STORM DRAINAGE STRUCTURE PROPOSED STORM DRAINAGE STRUCTURES, PIPES AND
- GRADES WILL PROVIDE POSITIVE DRAINAGE TO
—V�4\ w w W STRUCTURES PRIOR TO INSTALLATION. CHECKED BY: TWT
�_ EXISTING WATER SYSTEM 5.) ALL PROPOSED CONTOURS AND SPOT ELEVATIONS
w—w—PROPOSED WATER SYSTEM ARE TO FINISHED GRADE.
6.) ALL DRAINAGE STRUCTURES THAT ARE GREATER
THAN 4' IN DEPTH SHALL HAVE ACCESS STEPS
INSTALLED 16" ON CENTER.
\ —s—s—s—s—EXISTING SANITARY SEWER SYSTEM
a■Es�s�s—PROPOSED SANITARY SEWER SYSTEM 7.) SEE SHEET C-302 THROUGH C-304 FOR
ADDITIONAL INFORMATION ON ALL PROPOSED STORM Storm Water Plan
1' ////A PROPOSED OPEN SPACE TECH SYSTEMS.
GRAPHIC SCALE 1 8.) STORM TECH SYSTEM PIPING MAY NOT SHOW UP
EXISTING STREAM BUFFER ON STORM DRAINAGE CHARTS. CONTRACTOR SHALL
COORDINATE STORM DRAINAGE CHARTS W STORM TECH.
6` }� 11
EXISTING STREAM 9.) ALL POTENTIALLY JURISDICTIONAL WATERS OF THE 4 ^S C7 ((( EXISTING WETLAND UNITED STATES ARE SHOWN ON THE PLANS. C V OO
( IN FEET) SCALE: 1"=60'