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SITE NOTES:
I.THE CONTRACTOR IS ADVISED OF T�E PRESENCE OF UNDERGROUND UTILITIES. NOTIFY APPROPRIATEUTILITIES AND AGENCIES PRIOR TO CONSTRUCTION AND GRADING TO VERIFY LOCATION OF ALLUTILITIIE5. 2.AREA TO BE DISTURBED 15 LESS THAN I ACRE.3.INSTALL TEMPORARY SILT FENCE AND OTHER EROS ION CONTROL DEVICES A5 INDICATED ON THE PLANSAND DETAILS4.CLEAR, GRUB, AND REMOVE SURFACES AS REQUIRED FOR CONSTRUCTION. STOCKPILE TOPSOIL <BOULDERS.5.INSTALL CONSTRUCTION ENTRANCE MATT OF #3 BALLASTG.COMMENCE OPERATIONS, CONDUCTING ALL ACTIVITIES IN SUCH A WAY A5 TO DIRECT DRAINAGE TOPROTECTED OUTLETS.7.MAINTAIN ALL EROSION CONTROL DEVICES IN GOOD WORKJNG ORDER DURING OPERATIONS. INSPECTTHEM AFTER EACH RAIN=ALL AND AT LEAST ONCE EVERY TWO WEEKS. SEED BARE EARTH AS NECESSARY.INSTALL GEOTEXTILE BLANKET AT SLOPES UNTIL LANDSCAPE INSTALLATION CAN 5TABLIZE BANK._<; DONOT ALLOW EARTH TO REMAIN UNPROTECTED FOR MORE THAN 30 DAYS.13.REMOVE TEMPORARY EROSION CONTROL DEVICES WHEN ALL GROUND 15 PROTl:ED WITH WELLE5TABU511ED PERMANENT VEGETATION OR FINISHED SURFACE MATERIAL.9.IN THE EVENT OF FAILURE OF THE MEASURES INDICATED ON THE PLAN, THE CONTRACTOR SHALL TAKE ALLREASONABLE ACTIOl'5 TO CONFINE SILTATION TO Tl1E SITE.
GENERAL NOTES
1.CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS.COORDINATE DETAILED CONSTRUCTION AND CODE ISSUES WITH BUILDING INSPECTOR.2.CONTRACTOR SrlALL COORDINATE LOCATION, SCOPE. SIZE, PERMITS AND INSTALLATION OFOF SEWER SYSTEM AND WATER SYSTEM FOR PROJECT. PLUMBING CONTRACTOR TO COORDINATETHE 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 SHORING AND BRACING SHALL BE SECURELY IN PLACE AND CAPABLE OF SUPPORTINGTHE BUILDING LOADS PRIOR TO MO'.llFYING OR REMOVING ANY STRUCTURAL ELEMENT. NEWSTRUCTURE SHALL BE IN PLACE PRIOR TO REMOVING SHORING AND BRACING.4. ALL TRADES ARE RESPONSIBLE FOR COORDINATING THEIR WOR� 50 THAT TrlE INTENT OF THEFl�l5HED DES,GfJ 15 NOT COMPROMISED. PROVIDE ALL ACCESS DOORS AND PNJELS REQUIREDBY CODE IN THE LEAST OBVIOUS ACCESSIBLE LOCATION AFTER CONSULTATION WITH THE OWNER..5. THE PLUMBING, MECHANICAL AND ELECTRICAL CONTRACTORS SHALL DESIGN AND SIZE COMPLETEWORN NG SYSTEMS AFTER CONSULTATION WITH THE OWNER AND GENERAL CONTRACTOR FORTHE PROJECT CONCERNING SCOPE AND WORKING REQUIREMENTS OF THE OWNER. FIRSTQUALITY SYSTEMS WITH CONSIDERATION FOR FOR SERVICE, COMFORT, MA INTENANCE, ANDFUTURE SERVICE SHALL BE PROVIDED COMMENSURATE WITH THE REQUIREMENTS FOR APROJECT OF THIS SCOPE. THE DESIGN AND INSTALLATION OP THESE SYSTEMS SHALL BECOORDINATED WITH THE OVERALL DESIGN AND NOT COMPROMISE SUCH.
G.THE CONTRACTORS ARE TO PERFORM REGULAR AND PERIODIC CLEANING OF THE JOB, ANDKEEP THE WORK NEAT AND ORDERLY AT ALL TIMES.7.THE CONTRACTOR IS RE5PON51BLE FOR INCLUDING ALL ITEMS OF WORK REQUIRED OR NECESSARYFOR ORDERLY COMPLETION OF THE PROJECT.B. ALL CONTRACTORS TO COOR.DI NATE AND PROVIDE CERTIFICATES OF INSURANCE TO T�E OWNERINCLUDING STATUTORY \\IORKMEN5 COMPENSATION, COMPREHENSIVE GENERAL LIABILITY COVERINGIN.JURY AND PROPERTY DAMAGE, AND AUTOMOBILE LIABILITY. INSURANCE MAINTAINED BY THEGENERAL CONTRACTOR SHALL INCLUDE BUILDER 'S ALL-RISK COVERAGE COMMENSURATE WITH THEPROJECT DURING CONSTRUCTION.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND STORAGE OF MATERIALS ON SITE.I 0. ALL WINDOW AND DOOR HEADERS ARE TO BE FLASHED, W1RAP ALL JAMBS AND FILL ALL VOIDS WITH INSULATIONI I. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING AND EXCAVATIONS DURING PROJECT UNTIL FINALGRADING HAS BEEN COMPUETED AND STABILIZED. 12.UNIFORMLY GRADE AREAS \'1THIN GRADING LIMITS INCLUDING ADJACENT TRANSITION AREAS. REMOVEALL DEAD TREES AND DEBRIS FROM AR.EA VERIFY IF OWNER WOULD LIKE TO KEEP FIRE WOOD.I 3. ALL MATERIAL USED FOR. CONSTRUCTION SHALL BE FIRST QUALITY, DELIVERED IN THEIR ORIGINAL PACKAGING, STORED ACCORDING TO MANUFACTURTER'S RECOMMENDATIONS "-ND OF SAME MANLFACTURER WHERE POSSIBLE. COMPATIBILITY OF ALL MATERIALS SHALL BE VERIFIED BEFROE INSTALLATION. 14 PROVIDE FILL DIRT A5 NEEDED FOR. PROJECT INCLUDING DRIVEWAY I 5 MAINTAIN ER.OSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER 15 ESTABLISHED.
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FINISH GRADE
2"
STONE CAP
VER IFY FINISH
SulL, LOR GRAVEL #4'5 @I 8' VER T. OUTSIDE FACE
WATE DRAI �p A ROOFING FULL HEIGHT GE ELEMENT WR.A.P PIPE
#4'5 @I G" EACH FACE I � V JARS •
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A
DIMENSIONS 11 A B
20' 7'0"5'b"18' GO'' 4 1G" IG' 5'0" 4'3'1 14' 4'0" 3'G" 12' 3'0" 3'0' 10' 2'3"2'.';"8' 1'9" 2'0" G' 1 '3'' l'G" 4' 1'0" 1'0"
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DOW ELS OUND '" DIAM ATION DRAIN OR E�ER PVC WEEPS C. MAX @ 4'C.
#4'5@ I G"
/-''T'' BARS
,, "L" BARS ., #41S @I 2"
•#4'5 @I 2":2) MIN .• 4 A• \\ -#5'5@ #4 CON 8" T. 4 "[I T
D L T
1'10" 7'4" !'4"
1'4 11 G'IO" 1'211 1'2" G'O" I 2'
12" G'8" I 211 12" 5'9" 12"
12" 2'G" 12" '2" 2'2" 12" 12' 21 2' 12"
12" 2'0" 8"
I 2'
B
K
24"
1811 18'
12" t 2"
3500 L B. CONC. G $ WALL FOOTIN
REINFORCING D DOWELS \/ BARS
#8@ 4" #8@ 10" #8@ G" #8@ 12' #G @4" #G @8" #5@ 4" #5@ 9' #5@ G" #5@ 9"
#5@ 9" #5 @12" #5 @12" #5@ 12" #5@ 12" #5@ 12" #5 @I G' #5@ IG"
I BARS
#8@ 10" #8@ 12" #G@ 9" #5@ G" #5 @12"
#S @12" #5@ 12" #5@ 12" #5@ I G'
BS CANT! LEVERED RETAINING WALL (orr, otJJ
L BARS
25-#4'5 18-#4'5 14-#4'5 I I -#4'5 9 -#4'5 8 -#4'5
7 -#4'5 5 -#4'5 4 -#4'5
TO RU BUNG BALD )
LAKE
. '
LOCATION
DRIVE TO DEERWOOD
NEW RIP RAP DITCH
VERIFY SITE RETAINAING WALL
OPTIONS
PROVIDE JNDERGROUND POW�R
CONNECTION TO HOUSE
RfMOVE 12" CULVE
RIP/ RAF DITCH TO DIVERT
RUN OFF FROM CULVER.T
ABOVE
EXIST. PROPERTY LINE TO BE
RfMOVED
SITE WALL VER.If Y OFTIONS
FUTURE PATIO
VERJFY TREE REMOVAL
/LIMBING OF BRANCHES IN
VIEW CORRIDOR WI TOWN
4' BRIDGE/ STAIR TO ROOF TOP
DECK (VERIFY LOCATION IN
FIELD)
SILT FENCE TO BE SET
/J.OOVE TROUT BUFFER
BRJDGE/ BOAT HOUSE WOf/JZ BY
OWNER
NEW STAIR IN BOTH DIRECTIONS
(BEYOND ROOF OVERHANG)
VERJFY LENGTHS AND
CONNECTIONS OVER SEA WALL
998.I FLOOD ELEVATI :lt't-------
EXISTING BOAT HOUSJDOCK
SITE PLAN
W4TER5 OF LAKE LURE
990
______ ._ ______ mn_,m ___ ,.,_ __ •=
>
DOCK
··-------
\ \ \
WATt'RS OF LAKE LURE
�
I
1
I I
I
\
\
I I I
\
I
ASPHALT
(/)
(/)
VERIFY Wl:LL LOCATION IN FIELD
12" CULVERT RJF RAF BOTH ENDS
GRAVEL PARKING AREA 24' DEEP 20' WIDE
PERVIOUS
CLEAN OUT EXIST. CULVERT 16
REQ'D. RIP RA'-BOTH mos
EDGE OF TREES CANOPY
!2" CLUVERT WI RIP RAP BOTH
ENDS
GUP.RD RAIL ALTERNATE AT
PARKING AREA
SILT FENCE ABOVE PROPOSED
PROPERTY LINE (TROUT BUFFER)
VERIFY U.G. FROP,4NE TANK
LOCATION
VERIFY CURB/LOW WALL OR
FILL
VERIFY GRINDER PUMP LCOATION
INFIELD
2X2 CATCH B/61N .$ G" PIPE W/ RIP RAP
AT OUTFALL
VERIFY REROUTING OF SEWER LINE
SITE WALL SEE DETAIL VERIFY OPTIONS
998.1 FLOOD ELEVATION
35 FT. LAKE SETBACK TO
FUfJCTION AS IO FT. REAR
SETBACK
EXISTING SEA WALL
VERIFY 4' WALK ALONG SE�WALL
yJ I �1 ,,.t-,r or;f.JL(_yr;w)
RECONNECT BOAT HOUSE POWER WJ
SUB PANEL TO HOUSE MAIN P4NE�
PROVIDE WATER TO BOAT HOUSE
I l I (/) ---+---r---��---_j _ _J _ _j___JI 5 FT. SIDE SETBACK
\
\
NOTES:
SEE SURVEY/PLAT FOR ADDITIONAL INFORMATION
DISTURBED AREA
LOT i : I 0,350 S.F.
LOT 2: 4,525 S.F.
(INCLUDING DRJVE, GRAVEL, SLOPE REPAIR
AREA ABOVE SITE WALL)
IMPERVIOUS AREA:
LOTI:
ASPHALT DRIVE,WALLS: 2,045 5.F.
HOUSE PORC�ES (UNDER ROOF): 2,192 S.F.
PATIO, WALK 218 5.F.
TOTAL: 4,455 S.F.
LOT 2:
ASPHALT DRIVE: 3,IOO S.F.
SEE ELEVATION SHEETS FOR AVERAGE
HEIGHT MEASUREMENT (LESS TA1� 35 FT)
G.C. TO MULC� ALL DISTURBED AREAS
SEE LANDSCAPE ALLOWANCE FOR
PLANTINGS
INDEX OF DRAWINGS:
C.I SITE PLAN
A I FOUNDATION PLAN
A. 2 LOWER LEVEL PLAN
A.3 MAIN LEVEL PLAN
AA EXTERIOR. ELEVATIONS
AS EXfERIOR ELEVATION. SECTION, DETAILS
A.G SECTION
E. I ELECTRICAL PLANS
I 59 DEERWOOD RESIDENCE
LAKE LURE, NORTH CAROLINA
SITE PLAN
SCALE: I "=20'-0"
DATE: 3/7/ 22
REVISIONS: R.I : 4 / 4/ 22
SHEET
C. I
N 52
°
0
9
'
5
5
"
E
4
5
.
8
0
'
NEW SWEWER LINE
N 3
0
°
4
7
'
0
4
"
E
1
0
0
.
0
5
'
25,003 SF
OUTCLEAN 64.
4
2
'
SO
I
L
R
O
A
D
B
E
D
BOAT HOUSE
RET.
W
A
L
L
GRA
V
E
L
D
R
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V
E
PA
V
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M
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1
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R
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9
9
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3
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:
1
2
3
.
6
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'
9.5
7
'
G
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:
N
4
3
°
4
8
'
1
2
"
W
1
2
3
.
5
9
'
5
.
8
5
'
2
2
.
4
8
'
N
E
W
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I
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GRI
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:
N
3
2
°
4
4
'
3
3
"
E
1
4
6
.
7
5
'
S 3
1
°
1
6
'
2
5
"
W
7
3
.
9
9
'
(
T
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T
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)
S
0
8
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4
8
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0
9
"
W
4
8
.
3
0
'
S
0
0
°
2
4
'
0
9
"
E
1
2
0
.
4
0
'
S 80°43'18" E
7
5
.
4
7
'
N 3
1
°
4
0
'
1
1
"
E
5
6
.
2
6
'
3
.
0
1
'
1
3
0
.
1
9
'
N
2
0
°
1
6
'
4
1
"
W
1
3
3
.
2
0
'
(
T
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)
6.3
6
'
PARCEL ID 1608547
CHRISTOPHER & JENNIFER RIPO
DEED BOOK 885, PAGE 415
PARCEL ID 1618231
MICHAEL MEYER
DEED BOOK 2056, PAGE 3331
PARCEL ID 1617972
RICHARD & TERESA TAYLOR (TRUSTEES)
DEED BOOK 1136, PAGE 49
REMAINDER OF
PARCEL ID 1646998
MARK & DAWN MATASIC,
JOSEPH & TARA ANASTASI
DEED BOOK 2053, PAGE 2994
LOT 1, PLAT BOOK 14, PAGE 77
PARCEL ID 1646999
MARK & DAWN MATASIC,
JOSEPH & TARA ANASTASI
DEED BOOK 2053, PAGE 2994
LOT 2, PLAT BOOK 14, PAGE 77
RET
.
W
A
L
L
S 49
°
2
8
'
4
5
"
W
9
6
.
7
4
'
(
T
I
E
O
N
L
Y
)
22,788 SF
R
A
M
P
12'
R
/
W
12'
R
/
W
P
E
R
P
L
A
T
B
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1
4
,
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W
O
O
D
D
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SOI
L
R
O
A
D
B
E
D
35' B
S
L
10' BSL
10
'
B
S
L
10
'
B
S
L
1
0
'
B
S
L
10'
B
S
L
10'
B
S
L
10
'
B
S
L
L
I
N
E
T
O
B
E
A
B
A
N
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D
1% AN
N
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C
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A
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E
F
L
O
O
D
L
I
N
E
(
1
0
0
Y
E
A
R
)
S 83°46'09" E 113.1
9
'
NEW LINE
S
2
5
°
1
9
'
3
3
"
E
4
1
.
0
2
'
N
E
W
L
I
N
E
38.
7
5
'
PRO
P
E
R
T
Y
L
I
N
E
R
U
N
S
T
H
E
9
9
2
'
C
O
N
T
O
U
R
NEW
L
I
N
E
10' BSL
1
0
'
B
S
L
10' BSL
1
0
'
B
S
L
A PORTION OF
PARCEL ID 1646998
TO BE COMBINED WITH
PARCEL ID 1646999
32
.
5
1
'
7.2
4
'
1.4
7
'
N 3
6
°
2
5
'
4
9
"
E
1
0
4
.
5
4
'
N
2
6
°
5
3
'
2
9
"
W
2
8
.
3
3
'
(
T
O
T
A
L
)
60
L
F
1
8
"
H
D
P
E
ML 1023.8575
LL 1012.67
1050
REMOVE EXISTING STAIR
VERIFY REROUTING
OF SEWER LINE
GRAVEL PARKING AREA 24' DEEP 20 ' WIDE
PERVIOUS
STAKED STRAW BLANKET OR STRAW
BALES ABOVE DITCH LINE AT UNSTABLE
BANK AREA
VERIFY SITE RETAINING
WALL OPTIONS
SITE WALL VERIF Y OPTIONS
4' BRIDGE/ STAIR TO ROOF TOP DECK
(VERIFY LOCATION IN FIELD)
12' ASPHALT OR GRAVEL DRIVE
SLOPE TO UP HILL SIDE
EL. +990.0
NEW RIP RAP DITCH
EXISTING SILT FENCE
PATIO
1007
+/-
12" CLUVERT W/ RIP
RAP BOTH ENDS
2X2 CATCH BASIN & 6" PIPE
W/ RIP RAP AT OUTFALL
VERIFY CURB/LOW WALL OR FILL
VERIFY WELL LOCATION IN FIELD
FUTURE PATIO
D
R
I
V
E
T
O
D
E
E
R
W
O
O
D
E
X
I
S
T
.
P
R
O
P
L
I
N
E
PROPOSED PROPERT
Y
L
I
N
E
VERIFY U.G. PROPANE
TANK LOCATION
PR
O
P
E
R
T
Y
L
I
N
E
VERIFY GRINDER PUMP
LOCATION INFIELD
EXISTING SILT FENCE
ADDITIONAL TOTAL DISTURBED AREA
(COMBINED) = 2,291 SF
TOTAL REVISED DISTURBED AREA (COMBINED)
=12,282 SF
INSTALL SILT FENCE AT THE BOTTOM
OF THE NEW DISTURBED AREA
PRO
P
E
R
T
Y
L
I
N
E
INSTALL SWALE
X
X
EXISTING CULVERT
TO BE REMOVED
INSTALL RIPARIAN BUFFER
A=1,881 SF
TOTAL DISTURBED
AREA (COMBINED)
=9,991 SF
NOTE:
REMOVE ALL SEDIMENT THAT WAS DEPOSITED
DOWNHILL OF THE PROJECT SITE.
8'
X
2
4
'
D
O
C
K
4'X18
'
W
A
L
K
1030
1010
1020
1000
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
16
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8
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1 INCH = FEETGRAPHIC SCALE
20 0 10 20 40 60
20
0
•
•
•
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—
—
—
—
—
—
—
—
·
·
·
·
STANDARD RIPRAP LINED CHANNELS
STANDARD SILT FENCE OUTLET