Parmela Plance Preliminary Plan 7.1.21X X XEIPEIPPT
EIP
EIP
EX. REBAR(D)
IRS
R/W ECM
STOP SIGNST. SIGNSPEED LIMIT SIGN MNF
ECM
DEERFIELD ROAD(80' PUBLIC R/W)MILLHOUSE ROAD(60' PUBLIC R/W)
SW
A
L
E
SW
A
L
E
XXX
X
X
X
SPEED LIMIT SIGN 1
(
6
(
6
(
17
5
.
0
0
'
6
(
6
(
6
:
1
:
100.00'50.00'40.00'64.06'158.73'
I.E. 22.80'
18
"
R
C
P
I.E. 22.76'
I.E. 23.66'
I.E. 24.10'
18
"
R
C
P
I.E. 23.93'
I.E. 23.51'
1
8
"
R
C
P
GRAV
E
L
D
R
I
V
E
I.E. 23.70'
I.E. 23.97'1
8
"
R
C
P
7,( 1
:
EIPTP (TIE)1
:40.00' 7,( 1
(
NMPBMMAG NAIL SETELEV. 26.79'NAVD 88
EIP
1
:
1
:
6
:
N:213,648.88
E:2,336,082.64
NGS ELEV. 26.82'
N:213,547.42
E:2,336,301.30
N:213,731.78
E:2,336,379.86
N:213,785.59
E:2,336,272.86
N:214,111.76E:2,336,062.90N:214,004.20E:2,335,895.80STOP SIGNCONC. ISLAND
NMP
SITE BM
NGS HAMPSTEAD 2
IRS
(TIE)
1
:
54.59'
(TIE)
1
:
17.14'
CONC. ISL
A
N
D
30' D
R
A
I
N
A
G
E
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
MAP
B
O
O
K
1
6
,
P
A
G
E
5
0
8" PVC WATER MAIN
NO
N
-
W
E
T
L
A
N
D
WA
T
E
R
S
(
N
O
N
-
S
T
R
E
A
M
)
(S
E
E
D
E
V
E
L
O
P
M
E
N
T
N
O
T
E
#
3
)
MATCHLINE
EX
I
S
T
I
N
G
WO
O
D
F
E
N
C
E
IN
S
I
D
E
P
R
O
P
E
R
T
Y
L
I
N
E
9" OAK
9" OAK
9" OAK
9" MAPLE
9" MAPLE9" MAPLE
9" MAPLE
9" MAPLE
9" MAPLE
9" MAPLE
9" GUM 9" GUM9" GUM
9" GUM
9" GUM
9" GUM
9" GUM
8"/11" GUM
8" OAK
8"
O
A
K
8"
O
A
K
8" MAPLE
8" MAPLE
8" MAPLE
8" MAPLE
8" MAPLE 8" MAPLE
8" MAPLE
8" GUM 8" GUM8" GUM
8" GUM
8" GUM8" GUM 8" GUM8" GUM
8" GUM
7"/8" MAPLE
7"/10" MAPLE
7" B CHERRY
6" B CHERRY
5"/9" MAPLE
5" B CHERRY5" B CHERRY
5" B CHERRY
4"/7"/8"/12" MAPLE
4"/7"/7"/8"/8" MAPLE
4" MAG
4" MAG
27" PINE
26" PINE
26" PINE
24" PINE
24" PINE
23" PINE
22" PINE
22" PINE
22" PINE
22" PINE
21
"
P
I
N
E
21" PINE
21" PINE
21" PINE
21" PINE
20" PINE
20" PINE
20" PINE
20" PINE
20" PINE
20" PINE
20" PINE
20" PINE
20" MAPLE
20" GUM
19" PINE
19" PINE
19" PINE
19" PINE
19
"
P
I
N
E
19" PINE
18" PINE
18" PINE
18" PINE
18" PINE
18" PINE
18" PINE
18" PINE18" PINE18" PINE
18" PINE
18
"
G
U
M
17" PINE
17" PINE
17" PINE
17" PINE
17" PINE
17" PINE
17" PINE
17" PINE
17" GUM
16" PINE
16" PINE
16" PINE
16" PINE16" PINE
16" PINE16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE
16" PINE16" PINE 16" PINE
16" PINE 16" PINE
16" GUM
16" GUM
16" GUM
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE15" PINE15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE 15" PINE
15" PINE
15" PINE
15" OAK
15" GUM
14" PINE
14" PINE
14" PINE
14" PINE 14" PINE 14" PINE14" PINE14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" PINE
14" OAK
14" MAPLE
14" GUM
14" GUM
13"/16" GUM
13" PINE
13" PINE
13" PINE
13" PINE
13" PINE13" PINE13" PINE 13" PINE
13" PINE
13" PINE
13
"
P
I
N
E
13" PINE
13" PINE
13" PINE
13" PINE
13" PINE
13" MAPLE
13" GUM
13" GUM
13" GUM
13" GUM
12" PINE
12" PINE12" PINE 12" PINE
12" PINE
12" PINE12" PINE
12" PINE
12" PINE
12" PINE
12" PINE12" PINE12" PINE
12" PINE
12" PINE
12" PINE
12" OAK
12" OAK
12" OAK
12" MAPLE
12" MAPLE
12" GUM
12" GUM
12" GUM
12" GUM12" GUM 12" GUM11" GUM
11" GUM
10"/14" GUM
10" OAK
10" MAPLE
10" MAPLE
10" GUM
10" GUM10" GUM 10" GUM 10" GUM
10" GUM
10" GUM 8"
O
A
K
PR
O
P
.
5
'
S
I
D
E
W
A
L
K
PR
O
P
O
S
E
D
W
E
T
DE
T
E
N
T
I
O
N
BA
S
I
N
5" BLACK CHERRY
8" B CHERRY
SPEED LIMIT SIGN
N.
C
.
H
I
G
H
W
A
Y
1
3
2
(2
0
0
'
P
U
B
L
I
C
R
/
W
)
I.E. 24.36'
15
"
R
C
P
I.E. 24.43'
I.E. 23.57'
I.E. 23.55'
15
"
R
C
P
I.E. 22.36'
I.E. 21.66'
15
"
C
M
P
I.E. 20.61'
I.E. 20.60'
15
"
R
C
P
I.E. 20.05'I.E. 19.65'12" RCPI.E. 19.65'I.E. 18.37'12" CMP GRAVEL DRIVE 10" PVC 14" PVC
CASTLE HEIGHTS
DRIVE
FO FO
MATCHLINE
EX. SSMHRIM: 22.82INV: -0.38 EX. SSMHRIM: 23.68INV: -1.32
C-
0
1
EXISTING CONDITIONS AND
TREE REMOVAL/PRESERVATION
PLAN RE
V
I
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PR
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1.
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.
3.
IF
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24" PINE
23" PINE
22" PINE
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21" PINE
21" PINE
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20" PINE
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1.
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2.
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6.
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(
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.
8.
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H
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P
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C
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A
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R
M
A
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S
A
N
D
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A
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.
1
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,
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T
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.
9.
T
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C
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T
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A
C
T
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P
O
N
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VARIES (
6
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-
8
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M
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.
)
AS DIR. B
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HARDWARE CLOTH AND GRAVEL INLET PROTECTIONNTS 2'2'4' MAX.NCDOT #5 OR # 57WASHED STONE2:116"19-GAUGE HARDWARE CLOTH(1/4 MESH OPENINGS)FILTEREDWATERINSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OFANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUTTHE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE ASNEEDED.MAINTENANCE:CONSTRUCTION SPECIFICATIONS:1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHINGTHE INLET.2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUNDSURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESHUNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPEWITH A HEIGHT OF 16 INCHES AROUND THE WIRE, ANDSMOOTH TO AN EVEN GRADE.5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEENSTABILIZED, REMOVE ACCUMULATED SEDIMENT, ANDESTABLISH FINAL GRADING ELEVATIONS.6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITHGROUNDCOVER.
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1
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.
ENERGY DISSIPATORNTS SECTION A - AFILTER FABRIC SEE PLAN SEE PLANSEE PLAN1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.NOTES:
NT
S
3:1
S
L
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3
:
1
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0.
5
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30'FILLED EXPANSION JOINTFILLED EXPANSION JOINT5'SECTION A-A 5'AACONTROL JOINTFILLED EXPANSION JOINT4"1/2"SECTION B-B SCORE1/4"1"BBNOTES:1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.2.SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE LOCATEDOUTSIDE SIDEWALK WHERE FEASIBLE.3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON)SHALL BE CLASS "A" - 3,000 PSI.5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:19.MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS SLOPE IS 2%.MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATERTHAN THE SLOPE OF THE EXISTING ADJACENT ROAD.STANDARD SIDEWALK DETAILNTS