20230419 Ver 1_Abernethy 1_20230310

0
STONE CAP TO
MATCH WALK
%5PHALT DRIVE
COMPACTED FILL
045 @ 18"C.C.
VERT. , O.F.
#45 @ I G" C.0
HORIZ. , EA. FACE
V' BARS
'D' BARS
DRAINAGE ELEMENT
TUF-N-DRY SYSTEM
OR EQUAL
KEY MATCHES WALL
WIDTH
'T' BARS
LAP WATER PROOFING
OVER TOP OF FOOTING
'L' BARS
-90 DEGREE STD.
HOOK
#45 @ 1 2" CONT
(2 MIN.)
#5 DOWELS @ 8"
1.50 DEGREE 5TD.
HOOK
#4'5 @ 1 2", CONT.
(2 MIN.)
CANTILEVERED RETAINING WALL
RETAINING WALL SCHEDULE
HEIGHT 'A' 5ID' ILI IT" W IDI IVI IT' ILI
IH, DOWELS BARS BARS BARS
GO" 1'-3" 1'-G" I'-2" 2'-2" 1'-0" 0 #5@ 14" #5 @ 14' #5 @ 14" 544
0"
81
1 1-9"
2'-0"
1'-2"
2'-2"
1'-0"
0
#5@ ! 4"
#5 @ 14"
#5 @ 14"
7-#4
! 0'-0"
2'-3"
2'-0
1'-2"
2'-2"
1'-0"
0
#5 @9"
#5 @ 14"
#5 @ 14"
8- #4
121011
2'-911
3'-0"
I'-2"
5'-9"
1'-0'
I'-G"
#5 @ 7"
#5 @ 14"
#5 @ 10"
9- #4
1410"
3'-9"
3'-3"
1'-2"
G'-8"
1'-0"
2'-0"
#5 @ 44"
#5 @ 9"
#5 @ 7%"
1 2- #4
I G'0"
4'-511
4'-3"
1'-2"
G'-0"
1'-2"
2'-0"
#G @ 4"
#G @ 8"
#G @ 9"
1 5- #5
1 8,0"
G`-0"
4'-01
I1.-8"
G'- 10"
1'-2"
3'-3"
#8 @ G"
#8 @ 1 2"
#6 @ 1 2"
20- #4
5` -G''
7'-4"
I'-4"
F7'-3�7"t#5
@ 5"
#8 @ 10"
#8 @ 10"
25- #4
VERIFY 4' WALK
VERIFY SEWER CONNECT
*136 PAAWIWZ
SEA WALL TO BE REBUILT
ACCESS/PERMANENT ;;;.........;;;;
r PATH TO LOWER LEVEL"'" Q
Eric Aschaffenbu g 17 _ '
and wife a`D
0) \
i
Karol Aschoffenburg
EXISTING TREE COVER' ` �23,S
2025 4311 p 10 N \��o'
Lot 33 and Pathway, PU 2/1 COORDINATE UTILITY 60L� S�Cie - 32
CONNECTION IN FIELD � \ �O�
Chimney Rock Mountains, Block 1 } WM
VERIFY UNDERGROUND
POWER IO]`
w ``4 ! , 4
) m O
3
0<10
Paved
�- 1 050
i .Found 1/2" Rebar
� I •1 1
600
�1 o Q LOT 3,2 (Revised)I �
p 57 ACRES I
T e A 35 K f 00
I �0
Rebar \ \ o
Set \3s,s ')
(o Q)
30
v ---
10 FT. SIDE 5ET5ACK �- - o I U
0 - -_ �Ls o
F ouot—'
SILT FENCE @ n iron _ � �_--� S
TROUT BUFFER LINE (p 9 !
3 �
RIP RAP BASIN IN Q
LEVEL AREA ABOVE
TROUT BUFFER\990
000.����
0)
1 oeo
IN 78044 27 W
SO.
7 J,
\ �S-,
CADDY LANE
1110 A _s I Michael Jon Rounds
Eric Aschoffenburg Rebar Set1I \ �- 11461493
and wife �0 I Portion of Lot 31, PB 2/1
\ � N
Karol Aschoffenburg
1,� Chimney Rock Mountains, Block 1
2025/4311 0
Lot 33 and Pathway, PB 2/1 �� 77
00 Chimney Rock Mountains, Block 1 IN
Chimney��-_-
1146
SITE CLAN
1160
BITE NOTES:
I . THE CONTRACTOR 15 ADVISED OF THE PRESENCE OF UNDERGROUND UTILITIES. NOTIFY APPROPRIATE
UT11TIE5 AND AGENCIES PRIOR TO CONSTRUCTION AND GRADING TO VERIFY LOCATION OF ALL
UTILITI IE5.
2. AREA TO BE DISTURBED 15 LE55 THAN 1 ACRE.
3. {N5TALL TEMPORARY SILT FENCE AND OTHER EROSION CONTROL DEVICES AS INDICATED ON THE PLANS
AND DETAILS
4. CLEAR, GRUB, AND REMOVE SURFACES AS REQUIRED FOR CONSTRUCTION. 5TOCKPILE TOP501L �50ULDER5.
5. INSTALL CONSTRUCTION ENTRANCE MATT OF #3 BALLAST
G. COMMENCE OPERATIONS, CONDUCTING ALL ACTIVITIES IN SUCH A WAY AS TO DIRECT DRAINAGE TO
PROTECTED OUTLETS.
7. MAINTAIN ALL ER0510N CONTROL DEVICES IN GOOD WORKING ORDER DURING OPERATIONS" INSPECT
THEM AFTER EACH RAINFALL AND AT LEAST ONCE EVERY TWO WEEK5, SEED BARE EARTH AS NECESSARY,
INSTALL GEOTEXTILE BLANKET AT SLOPES UNTIL LANDSCAPE INSTALLATION CAN STABLIZE BANKS. DO
NOT ALLOW EARTH TO REMAIN UNPROTECTED FOR MORE THAN 30 DAYS.
8. REMOVE TEMPORARY EROSION CONTROL DEVICES WHEN ALL GROUND 15 PROTETED WITH WELL
E5TA5LI5HED PERMANENT VEGETATION OR FINISHED SURFACE MATERIAL.
9, IN THE EVENT OF FAILURE OF THE MEASURES INDICATED ON THE PLAN, THE CONTRACTOR SHALL TAKE ALL
REASONABLE ACTIONS TO CONFINE SILTATION TO THE SITE.
0 20
Waters of
Lake Lure
BOAT HOUSE/DOCK
W/ ROOF TOP STRUCTURE
VERIFY BRIDGE/5TAIK
VERIFY: REPAIR / REPLACE
EXISTING STONE WALLS
B1rLOW HOUSE
REMOVE EXI5T STRUCTURE
01v nor
VERIFY LOCATION FOR
MECH. UNITS
MULCH ALL DISTURBED AREAS
LAND5CAPING BY OWNER
ROOF OVERHANG
FLAGSTONE WALK
REMOVE EXIST. 5TEPS/RfT.
WALL
51TE WALL SEE DETAIL
ASPHALT PARKING
57E WALL ALTERNATE ACROSS
STREET
M
0 Found 1/2" Rod
N
i•
S 1203441 W
15.25' Right t of way data taken from lot of survey b
g y p y y
11 'Found\ irorf' Montgomery Surveying dated 11 10 1995 bearin `
� g y y g // g �
map number 000136.
GENERAL NOTE5
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND 5TANDARD5.
COORDINATE DETAILED CONSTRUCTION AND CODE 155UE5 WITH BUILDING INSPECTOR,
2. CONTRACTOR SHALL COORDINATE LOCATION, SCOPE, SIZE, PERMITS AND INSTALLATION OF
OF 5EWER SYSTEM AND WATER SYSTEM FOR PROJECT. PLUMBING CONTRACTOR TO COORDINATE
THE INSTALLATION AND ROUGH-iN REQUIREMENTS FOR THE WASTE WATER SYSTEM.
3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR WEAKENED IN ANY WAY,
TEMPORARY 5HORING AND BRACING SHALL BE SECURELY IN PLACE AND CAPABLE OF SUPPORTING
THE BUILDING LOADS PRIOR TO MODIFYING OR REMOVING ANY STRUCTURAL ELEMENT. NEW
STRUCTURE SHALL BE fN PLACE PRIOR TO REMOVING SHORING AND BRACING.
4, ALL TRADES ARE RESPONSIBLE FOR COORDINATING THEIR WORK 50 THAT THE INTENT OF THE
FINISHED DESIGN 15 NOT COMPROMISED, PROVOE ALL ACCE55 DOORS AND PANELS REQUIRED
BY CODE IN THE LEAST OBVIOUS ACCESSIBLE LOCATION AFTER CONSULTATION WITH THE OWNER.
5.THE PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS SHALL DESIGN AND 51ZE COMPLETE
WORKING SYSTEMS AFTER CONSULTATION WITH THE OWNER AND GENERAL CONTRACTOR FOR
THE PROJECT CONCERNING SCOPE AND WORKING REQUIREMENTS OF THE OWNER. FiR5T
QUALITY SYSTEMS WITH CONSIDERATION FOR FOR SERVICE, COMFORT, MAINTENANCE, AND
FUTURE SERVICE SHALL BE PROVIDED COMMENSURATE WITH THE REQUIREMENTS FOR A
PROJECT OF TM5 5COPE. THE DE54GN AND INSTALLATION OF THESE SYSTEMS 5HALL BE
COORDINATED WITH THE OVERALL DE51GN AND NOT COMPROMISE SUCH.
G. THE CONTRACTORS ARE TO PERFORM REGULAR AND PERIODIC CLEANING OF THE JOB, AND
KEEP THE WORK NEAT AND ORDERLY AT ALL TIMES.
7. TI-1E CONTRACTOR IS RE5PON5I15LE FOR INCLUDING ALL ITEM5 OF WORK REQUIRED OR NECE55ARY
FOR ORDERLY COMPLETION OF THE PROJECT.
8. ALL CONTRACTORS TO COORDINATE AND PROVIDE CERTIFICATES OF INSURANCE TO THE OWNER
INCLUDING STATUTORY WORKMEN'S COMPENSATION, COMPREHENSIVE GENERAL LIABILITY COVERING
INJURY AND PROPERTY DAMAGE, AND AUTOMOBILE LIABILITY. INSURANCE MAINTAINED BY THE
GENERAL CONTRACTOR SHALL INCLUDE BUILDER'5 ALL- RISK COVERAGE COMMENSURATE WITH TI1E
PROJECT DURING CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND STORAGE OF MATERIALS ON SITE.
10• ALL WINDOW AND DOOR HEADERS ARE TO BE FLASHED, WRAP ALL JAMB5 AND FILL ALL V005 WITH INSULATION
1 1, MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING AND EXCAVATIONS DURING PROJECT UNTIL FINAL
GRADING HA5 BEEN COMPLETED AND STABILIZED.
1 2. UNIFORMLY GRADE AREAS WITHIN GRADING LIMITS INCLUDING ADJACENT TRANSITION AREAS. REMOVE
ALL DEAD TREES AND DEBRIS FROM AREA. VERIFY If OWNER WOULD LIKE TO KEEP FIRE WOOD.
13. ALL MATERIAL USED FOR CONSTRUCTION 5HALL BE FIRST QUALITY, DELIVERED IN THEIR ORIGINAL PACKAGING,
STORED ACCORDING TO MANUFACTURTER'5 RECOMMENDATIONS AND OF SAME MANUFACTURER WHERE
POSSIBLE. COMPATIBILITY OF ALL MATERIALS SHALL BE VERIFIED BEFROE INSTALLATION,
14. PROVIDE FILL DIRT A5 NEEDED FOR PROJECT INCLUDING DRIVEWAY
1 5. MAINTAIN EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER 15 ESTABLISHED.
WI EG �\A AN
ARCHITECTURE, PA.
3 ORCHARD RIDGE DR" A5HEVILLE, NC 28804
828-255-7664 VWiEGMAN I @CHARTER.NET
DONALD McENTIRE SURVEYING
108 (SHAM DRIVE
RUTHERORDTON, NC 28139
PHONE: [phone]
EMAIL: [e-mail]
ZONING N OTE5
DISTURBED AREA: 4,735 SCQ.FT.
IMPERVIOUS SURFACE:
EXISTING ROADS 3,080 SQ.FT.
WALLS 2G5 SQ.FT.
TOTAL: 3,345 SQ"FT,
NEW HOU51 /PORCH 1 ,34 1 SQ.FT.
PARKING/WALKIWALL 844 SQ.FT"
TOTAL: 2,185 SQ.FT.
EXISTING LOT ("57 ACRES) 24,829 5Q,FT.
EXI5TING TREE COVER +/-1 4, 1 28 5Q, FT.
NO TREE REMOVAL ANTICIPATED
SEE ELEVATIONS FOR BUILDING HEIGHT
INDEX OF DRAWI NG5
C I. 51TE PLAN,NOTE5
A. I FOUNDATION, LOWER LEVEL
A.2 MIDDLE LEVEL, UPPER LEVEL
A.3 ELEVATIONS, NOTES
A.4 ELEVATIONS
A.5 SECTIONS
A.G SECTION, DETAILS
E.I ELECTRICAL
BH. I BOATHOUSE PLAN
BH . 2 ELEVATI ON5/SECTION
ABERNETHY
RESIDENCE
PARCEL # I G55436
PIN # OG42281 I OG
SITE PLAN
SCALE: I "=20'-O"
DATE: I 1 / 8 122
REVISIONS:
SHEET
Ce I