NCC213914_Site Plan or Location Map_20210702

GENERAL NOTES:
1. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING ENGINEER INC, 5112 BUR OAK CIRCLE,
RALEIGH, N.C. 27612; [phone].
2. SURVEYOR IS: ROANOKE LAND SURVEYING, P.O. BOX 1193, WILLIAMSTON, N.C.; (252)
792-2276.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS PROVIDED BY SURVEYOR.
4. THERE ARE FEMA FLOOD BOUNDARIES ON THIS SITE ACCORDING TO THE CURRENT FIRM
PANEL 3720176600J (eff. May 2, 2006).
5. CONTRACTOR WILL INSTALL TEMPORARY DITCHES WHEN SETTING UP EROSION CONTROL
MEASURES TO ENSURE SEDIMENT IS DIRECTED TO THE PROPER LOCATION TO PREVENT
SEDIMENT FROM ENTERING WETLANDS AND CHANNELS. (7 DAY GROUND COVER
REQUIRED).
6. DRAWING IS SET TO THE NORTH CAROLINA STATE PLANE NAD-83 COORDINATE SYSTEM.
7. ALL STORM PIPES SHALL BE RCP.
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N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
SITE DATA TABLE
OWNER:
McCaskill, Bradley and Mary Candace
OWNER ADDRESS:
2800 EDGEMONT RD
WENDELL, NC 27591-8283
PIN:
1776741136
DEED BOOK & PAGE #:
DB 17877 PG 984
BOOK OF MAPS
BK 2002 PG 1737
ZONING:
R-40W
MINIMUM LOT AREA
40,000 SF
MINIMUM LOT WIDTH
110
TYPE OF PROJECT:
RESIDENTIAL - SINGLE LOT (FLOOD STUDY)
COUNTY:
WAKE
SITE AREA:
15.15 AC
TOWNSHIP:
MARKS CREEK
WATERSHED:
NEUSE
CLOSEST WATERCOURSE:
ROCKY BRANCH
SITE COORDINATES
LAT: 35.8485 LONG:-78.4031
MINIMUM LOT WIDTH:
110 Ft (CURRENTLY AT 631 Ft)
MINIMUM LOT FRONTAGE:
30 Ft (CURRENTLY AT 631 Ft)
FRONT SETBACK:
30 Ft
SIDE SETBACK:
15 Ft
REAR SETBACK:
30 Ft
MAXIMUM IMPERIVOUS COVERAGE:
30%
MAXIMUM BUILDING HEIGHT:
35 Ft
DISTURBED AREA
43,231 Scl Ft
IMPERVIOUS AREA CHART
Total Area
659,934 sgft (15.15 AC)
Maximum Allowable Built Upon (12%)
79,192 sgft (1.82 AC)
Proposed Built Upon (3%)
19,896 sgft (0.46 AC)
Driveway
12,270 sgft (0.28 AC)
House
4,026 sgft (0.09 AC)
Detached Garage
3,600 sgft (0.08 AC)
Sheet List Table
Sheet Number
Sheet Title
1
Cover
2
Existing Conditions
3
Site Plan
4
Flood Study
5
Driveway Plan & Profile
6
Erosion Control Sheet
7
Drainage Delineation
8
Details Sheet
9
NCG01 Details
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TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY

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TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY

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3 DAYS BEFORE DIGGING CALL
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II Soil D ive: 0.15 AC
I Op e Watel/r: 0.70 AC
Wo d s: / 4.71 AC
Ma agey Perv'ous: 3.94 Ak
! \ /Am hA
\ ***N-
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I
I
I I /
I I /
I I /
I � I
I
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\ � I
\ I I
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l
GRAPHIC SCALE � X
100 0 50 100 200 400
(IN FEET) POINT OF INTEREST
1 inch = 100ft , DRIVEWAY
Dct
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NOTES
1. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA.
2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A
CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE.
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES 5 ACRES OR LESS.
4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT
CONTROL BMP. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE.
VAR.
2' - 10'
Flow from undisturbed area
12"
COUNT
NORTH1 CAROLIN
EFFECTIVE: 01 /31 /08
MINIMUM 10
LINE WIRES
VAR.
O' - 2'�
CROSS SECTIONAL VIEW
2' MIN.
DIKE ..r,;. ••a:'.h
Disturbed Area
STANDARD CLEAN WATER DIVERSION
8'-0" MAXIMUM
I I -
II II 4 -
II II FRONT VIEW II -
I I
NOTE:
1, USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
POUNMY
NURTI I CARULINA
EFFECTIVE: O1 /31
STEEL POST
-WOVEN WIRE FABRIC
SILT FENCE FABRIC
o =
FILL SLOPE
N Z
GRADE
8" MINIMUM COVER
o I OVER SKIRT
I
ANCHOR SKIRT AS DIRECTED
3I )III BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
IMUM 12-1/2 GAUGE
ERMEDIATF WIRES
GRADE
411 4
-v
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN
PLASTIC OR
WERE TIES
1L WIRE FENCE MIN. 10 GA.
,RNING SIGN LINE WIRES '1 TREE PROTECTION AREA
)RANGE, UV RESISTANT DO NOT ENTER
IIGH - TENSILE STRENGTH IN. 12-112 GA.
OLY BARRICADE FABRIC (TYPICAL) INTERMEDIATEWIRES
GRADE
\ ORANGE, UV RESISTANT '
I� HIGH -TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
SIDE VIEW FRONT VIEW
NOTE: FOR TREE PROTECTION ONLY
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
(SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHI BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5- FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SfGN PER PROTFCTFD AREA
-
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
S. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 1!2- HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
uor rO SCALE
TPP-0 1
A
couN
NORTH CAROLIN
EFFECTIVE: 01/31/08
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
T
PARAARBOLES -NO ENTIRE
STANDARD TREE PROTECTION DETAIL
SECTION'A-A'
N.C. UNDERGROUND UTILITIES
15-1 3 DAYS BEFORE DIGGING CALL
TOLL FREE 811 or [phone]
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
NOTES
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
FABRIC
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
-+ 4' MEN.
SILT FENCE
5O' MIN. NOTES.
BUT SUFFICIENT TO KEEP
1.
PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE
ENSURE CONSTRUCTION ENTRANCE IS USED.
:::' :' :„ y•.:`:.•:'::: '':: "<
2.
IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
2"-3" STONE TO BE USED.-,',-;
25' OR WIDTH OF
STONE THEN THE TIRES OF THE VEHICLES MUST BE WASHED
TOP OF SILT FENCE `.''.'
;; :.r; .,
EXISTING
r:.r''' ::(SURGE STONE OR RAILROAD-:
PROPOSED STREET,
BEFORE ENTERING THE PUBLIC ROAD.
MUST BE AT LEAST 1' ; s :....
;. ; : ;:
ROADWAY
:.:'BALLAST) ;; '•;.; _ ;5`; ; :;.;;:. -:; ,;.;
WHICHEVER IS 3,
MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT M110 OR
ABOVE THE TOP OF
THE WASHED STONE
:': .; � :•" .'�• •
JV.WILL
GREATER.
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
FRONT VIEW
Il
BURY WIRE FENCE,
FILTER FABRIC,
U AND HARDWARE
CLOTH IN TRENCH
PLAN VIEW
STEEL FENCE POSE
STEEL FENCE POST
SET MAX 2' APART
WIRE FENCE
HARDWARE CLOTH
MIN. 1W I;a SOLI
GROUND
-
FILTER
AS
35' MIN.
15' MIN. NEW CONSTRUCTION
)RED STONE
"
EXISTING ROADWAY
3' FILTER FABRIC
8 ON GROUND
e0
NOTES:
6„ MIN. z
�•:
12" MIN.
.y
o
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
�°0° o
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.101
I \
,
FABRIC UNDER STONE
BURY WIRE FENCE AND HARDWARE CLOTH II BURY 6' OF UPPER EDGE OF
II FILTER FABRIC IN TRENCH
II
CROSS SECTION
U
SECTION VIEW
A
COUNTY
COUNTY
aRrxcARoIaN STANDARD SILT FENCE OUTLET
NaRT�IcaROLix
STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
EFFECTIVE: 01/31/08
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
I I I I
I I I I = o \1
I�I I�I
PLAN
FOOTING
G MNo Will
so Will
G
I I
I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
(IF CONST. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
S
T N_
C)NC. 6=
3 �1 PIPE 94-BARS
LB
F-
1
DOWEL
END ELEVATION BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
BARS
FIX"
"X„
"X"
FIX"
„X"
,rXf,
Yy
I1y If
Y.k
i,XI,
Ifyl,
I,X 1,
FIX,,
FIX,,
„,�,
,X,,
Y
ffXIf
\/•h
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY .
-
-
-
-
-
-
-
1
1
2
2
2
2
3
G
I QTY.
2
2
3
1 3
1 4
1 4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
Yp3
M
I L
YD3
15"
3' 3"
1' 8"
2'-9"
21/4"
9�'2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18
3'-7"
1'-10"
3'-2"
2%2"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
loll
8'-0"
1.5
3'-5"
11'-5"
2.0
30"
1 5'-0"
2'-6"
4'-7"
41/4"
111/2"
9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43/"
111/2"
IV-O"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6' 4"
5N4"
111/2
12'-8"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
5�/4"
111/2
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
I I I I \
I�I I�I
PLAN
FOOTING
GNo 49 M so Will G
I I
f I I I I I 1
I I
- f--� - -- -I-- f -t -
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
I i I I
I I I I
I�I I�I
PLAN
C M G
I I
I I I I I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
(IF CONST. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
S
T N_
CONIC. 6=
1 PIPE � 94-BARS
12,f
B
DOWEL
END ELEVATION BAR-'Y'
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC,
DIA.
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42"
48"
BARS
FIX"
FIX"
I,y,f
FIX"
FIX"
,�X"
Y.
rfyff
Yk
„yI,
0XII
l,VI,
FIX?,
I,V,I
„XII
Y*.
,IX"
V*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY .
-
-
-
-
-
-
-
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3'-3"
1' 8"
2'-9„
21/4"
9%2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2%2"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
loll
8'-0"
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2'-6"
4'-7"
41/4"
111/2"
9'-2"
2.3
1 4'-3"
13'-5"
3.1
36„
5,-8„
2'-8,l
5'-6#43/4111/2"
11'-0"
3.4
5'-0"
16' 0"
4.5
42"
6'-2"
3'-1"
6' 4
111/2"
12'-B"
4.5
5'-10"
18'-6"
6.0
48"
6'-9"
3'-5"
7'-2
111/2"
14'-4"
6.0 1
(18"
21'-0"
8.0
*SEE SHEET 3
PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
(IF CONST. JOINT IS USED)
SLOPE AS INDICATED ON PLANS
11
- r � 1J_
GONG .
2 �1 PIyyPE #4 BARS
F-
0 12
B
DOWEL
END ELEVATION BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
3011
36"
42„
48"
15"
18"
24"
30"
36"
42„
48"
BARS
1,X"
FIX"
"X"
FIX"
FIX I'
FIX"
Y*
FIX"
Y.A.
it X"
I'XIF
FIX"
I'X"
"X"
„X.
Y1
IrX Ir
Y.k
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY .
-
-
-
-
-
-
1
1
2
2
2
2
3
G
OTY .
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3'-3"
l'-8„
2,-9„
21/4„
9/2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18
3'-7"
1'-10°
3'-2"
2%2"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10"
8'-0"
1.5
3'-5"
1l'-5"
2.0
30"
5'-0"
2'-6"
4'-7"
41/4"
111/2
9'-2°
2.3
4' 3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43/4"
111/2"
ll'-O"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
51/4"
111/2"
12'-8"
4.5
5'-10"
18'-6"
6.0
4e
6'-9"
3r 5'f
7'-2"
53/4
11%2"
14' 4"
6.0
11
21'-0"
8.0
*SEE SHEET 3
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