SWA000023_Plans_20180402

I) THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY PER
D.F.I.R.M.#3700974300J EFFECTIVE 1-6-2010.
2) PROPERTY SUBJECT TO ALL RIGHTS-OF-WAY AND EASEMENTS OF
RECORD, INCLUDING, BUT NOT LIMITED TO, THOSE SHOWN HEREON.
3) SURVEYOR WAS NOT PROVIDED WITH A LEGAL TITLE SEARCH. THERE
MAY EXIST EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS PERTINENT
TO THIS PROPERTY THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY
DISCLOSE THAT ARE NOT SHOWN ON THIS PROPERTY.
4) BUILDINGS, SURFACE AND SUBSURFACE IMPROVEMENTS ADJACENT TO
THE SITE ARE NOT NECESSARILY SHOWN. SUBSURFACE AND
ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR CONSIDERED AS
PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE
CONCERNING THE EXISTENCE OF UNDERGROUND CONDITIONS, CONTAINERS,
OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS
PROPERTY.
5) AREA BY COORDINATE COMPUTATION.
6) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. THE COMBINED
GRID FACTOR IS 0.99980372.
7) SUBJECT PROPERTY IS ZONED "R-3 RESIDENTIAL" PER THE BUNCOMBE
COUNTY ZONING ORDINANCE. REFER TO THIS ORDINANCE FOR
REGULATIONS APPLICABLE TO THE SUBJECT PROPERTY.
BUILDING SETBACKS (PER R-3 CLASSIFICATION):
FRONT= 10'
SIDE= 7'
REAR= 15'
- DB 71 7 PG 626
//0/,-INV=2144.3
� PIN :9743-34-9846CB RIP -RAP
RIM=2144.2 5 P_
MICHAEL d ERNEST REVI5 01551PATOR
INV IN=2142.3 h // / DB 2070 PG 84
INV OUT=2141.5
INV- &,
�°' - 1
/or/ / GONG R/W MON
J /
// ^ / /// NC GRID COORDINATES '
CB
RIM=2143.40 �' / / / ✓ / , / N:734739.67 2 G.
INV=2140.3o� o�
// / / / E:943725.07
%' / // /// / NAD '&3 (201 1) �y 7 / / e') �iQe�
/_10 / RIM=2204.0 // 0
INV IN(6)=2102.2
INV OUT=220 1.9
SMH/p
yl / �� / / oSF / / / er/
RIM=2145. 15 / l// / / / / / / />S / //
INV OUT=2141.8 /\���
GONG. S -
/
UNABLE TO LOCATE --y / /P / o 16�' SPRUCE
TERMINUS OF THIS PIPE l / / // iL o u
// �l / F M/ ��"u / / / F6
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OHU
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INV OUT=2143.6 /l
I I I I I I I I I I I I I = \ 4" ,SERVICE
-ITI y I I I I I I I I I I I I I I \ LINES SMH
C5RRIM=2150.6 /ll I l I I I °rI I I I I I I I I I I I 8°SWEET6M
` 1 / INIV=2203.3G HEAT7
INV=2147.4\7 I PUMPS
5MH // RRR FOM ITSP r/I I I I 1 I 1 I �Z I
RIM=2154.37 /� ( i Ki I o I I I I 1 I \ \ Ip ®TIME 1 ERIC
INVOUT=2148.1 /l �1 FGONG.LUME I I I \ \ \ 1 I \ \ \ 1 \n CAPSULE \ \ E
l FLUME FO CAB I 1 I \ \ \ 1 1 \ \ � I \
i, I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FF=2208.26
RIM=2154D63 i� \ �UT CABj I ° \ \ \ \\ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \a \ 1\ I OVERHANG ® 9 HEAT FF=220
lel �/ \ o \ \ hG \ \ \ \ \ \ PLAQUE I I / ® PUMPS
NV IN(I S )=2146.5
INV IN(24" 5E)=2142.6
INV IN(36)=2146.7 WOODEN
W)
INV IN(24" S=2142.9 'Ill � s ° #5 REBAR FOOUU ND \ \ \ \ \ \ \ \ \ \ \ \ \ \
INV OUT=2142.4 %j �����\� k \ (0.3' A.G.), \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ I FENCE
ME \ \d\� \\� \ \� \� \ \\ \ \ \\ \j
IIII �'
\8 MAPLE
11
it \ \ \ \ \ \\\ \ \ PLAQUE
Vll 11� �\ ��\ \ JC \\ \ \ \ \ \\ I I / �
3c „pis
8 MAP[aE \8" MAPLE \ \ \ \ + \ / \�\ \\\ \\ \a 16" CHERRY \ 6 e
kENNISI COURT }\ \\\\\ \ \ \
CB k GONG R/W MON 8" MAPLE
RIM=2152.1905 �5MH
y1 ��' \ \ \ \ \ \\ \ I \ \ \\ c \
INV=2148.0 9 / 8" MAPLEGi \\\ \ \\\ \\\\ \ \ I \ \\\ \ \
LEGEND $ ABBREVIATIONS :
PB= PLAT BOOK
D13= DEED BOOK
PG= PAGE
R/W= RIGHT OF WAY
PIN= PARCEL IDENTIFICATION NUMBER
CALCULATED POINT
(NOT MARKED IN FIELD)
OO RECOVERED BOUNDARY MONUMENT
(SIZE AND TYPE AS NOTED)
A.G... ABOVE ADJACENT GRADE
AREA LIGHT
B.G... BELOW ADJACENT GRADE
® CABLE TELEVISION PEDESTAL
CB .. CATCH BASIN
0 CLEANOUT
C.L. F/L .. CHAIN LINK FENCE LINE
CMP .. CORRUGATED METAL PIPE
CONC... CONCRETE
FF .. FINISHED FLOOR ELEVATION
p FIRE HYDRANT
FO CAB .. FIBER OPTIC CABINET
FOM .. FIBER OPTIC MARKER
• GAS VALVE
GUY WIRE
® HEAT PUMP
INV. . INVERT ELEVATION
IPIPE .. IRON PIPE
e MAILBOX
OTCB .. OPEN TOP CATCH BASIN
onu- OVERHEAD UTILITY LINE
PVC. POLYVINYL CHLORIDE PIPE
RCP. REINFORCED CONCRETE PIPE
RDW. ROOF DRAIN WITH WHITE PAINT
® ROOF DRAIN
R/W MON .. NCDOT RIGHT-OF-WAY MONUMENT
SDMH .. STORM DRAINAGE MANHOLE
s SEWER LINE
SIGN
SMH .. SEWER MANHOLE
5W. . SIDEWALK
(T) .. TOTAL DISTANCE
S TPED .. TELEPHONE PEDESTAL
TSP .. TELECOMMUNICATIONS SERVICE PANEL
UGE .. UNDERGROUND ELECTRIC LINE PER PAINT MARKINGS
UT CAB .. UTILITY CABINET (TYPE UNKNOWN)
o UTILITY POLE
0 WATERLINE MARKER
® WATER METER
N WV .. WATER VALVE
Yl .. YARD INLET
Z.-22-.-, EXISTING SPOT ELEVATION
6 REDBUD \ \\ \ \\ \ 9
RIM=2163.59 tiS
CBcAMINV IN(4"N=2161.5 �8PL\ --RIAT= 193.56
INV IN(4"-S)=2158.3RMMON INV OT=2191.4
9�
�
INV IN(5"-E)=2152.7
INV OUT(&" -W)=2152.6
CBA +/ 5MH\ + \ \ \ c
PIN: 9743-34-5117 RIM=2159.65 ��\ c \ \\ \\ F� RIM= 91.36 \+ \\�\ OZ APPROXIMATE
DANIEL KIMBERLY WALTERS INV=2154. I 0 6 \ \ \� \ \ \ INV=2> I 8.7 \
�© h� \ \ \ \ \\�\ SEWER LINE PER GIS
DB 2842 PG 599
P5,90 PG 135
#5 REBAR W/ ID CAP \ \\\ RIM= 193.45\ \ s
'MCMAHAN' FOUND 5,9° o 1 / \ �� \ INV 0�-2190.3 \\ \ s
(0.5'5.G.) 2gSgp�„ham \ % \\\\\ \ �� \\\\\ \
. oOs, P \\\\\ \ \ �� \ \\ \ \
\ \ \\\ \ TE NIS COURTC5
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/ RIM=2174.30 \\\ \'yOIN
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/ INV OUT=21 70.CB
4
RIM=21 77.79 SySp / / \ \ \ \\ +\} \\
INV OUT=2174.5 RIM<2193.53
PIN: 9743-34-GOL55/ / \ \ \ INV O1T�2191.7
KIMBERLY 8 DANIEL W ALTERS /./ \
DB 2842 PG 599
PB 90 PG 135
1 +
I
PIN: 9743-44-1954 /
BETTY * AMOS HARWOOD
OB 1063 PG 602
PB 36 PG 132
PIN : 9743-44-3859 /
o �S JOHN BRANTLEY
�y\?SS OB 2214 PG 714 /
\ �\ 03/4" (PIPE FOUND PB 36 PG 132 /
VICINITY MAP
NOT TO SCALE
i
o\ I
1/2" IPIPE FOUND
\ oy \ \ \ \\ \ \ \ DISTURBED I
( )Q\2 \ \ \ \ \ \\ PIN: 9743-44-5735 I
\ \\ \ \ \\ JAMIE * GRIFFIN WAKEM I
DB 5521 PG 254
WALL\ \ AO \ \\� \\ \ PB 36 PG 132 I
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GONG G�
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FF=2206.82 o /
I I I I I I I I I I / / I I I \I I PIN: 9743-44-75 13 /
� \ I / / / I 1 I
NN 1 p c X\\ I I VIII I I I
BARBARA BRADLEY
3/4" IRON PIN /
I \\ FOUND +0.4' DB 4639 PG 1484 /
11 l \ I I O \ \ \ NOT USED PB 54 PG 8
5MH / GONG
RIM=2207.24 RDW ' 1 ` (
INV=UNABLE TO OBTAIN
(FULL) FF=2206.85 ` I \X \\ I IILII I I IIII I I I ( �• I VI /
FF=2208.21
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INV -2197.4 JOSEPH NOWAK /
C SCHOOL \ 15, GMP °� \ \ \ \ \ \ \ \ \ / DB 5 54 G 37 /
)ILDING RDW n SMH o Y\�\\\���\ \ \\ \\ \ \\ \\ \\ \ \ \ \• \ \ / PB 54 PG 8
p TOP=2207.14 p YI \
Z. n INV=2203.0 /
\ \\\\ \ \\ \ \\ \\ 1 \ \ \ \ \ \ 'MCMAHAN' FOUND5 7;1
OVERHANG RDW �Y/ s \ O rn S \\ \\\\\\ \\ \ \ \\ \\ \ \ \ \ \ \\ \JL5 -TIE /
/ �Mp RAMP \ �n ° \\_ \ \\\\\\\ \ \ \ 1 \ \ \\ \\ \ \ \ern\.
FF=2206.98\ s . RAMP
TRANSFORMER o
RDW x \ \� ELECTRICAL
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RDW 202.88 WASTEEL BA I ER \ CABINET
2 HEAT 5MH 5M\ el 1 0
PUMPS / TOP=2207.22 TOP=2206.27 i
INV=2195.3
FF=2208.30 IS V=2204.2 / s \ ell \ \ \\
FREEZER/5 5 \\ / \ \ \ \\\ \\ \\\ \ \ \ I I \ \ \ \ \ \ \ \ \ \ '. \ O
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TOP= 2206.96//® \\\ o \ \\ \\\\\\ \ \\\\ \\ \
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N `\\ /RIM=2205.80 n \\ \\\\ \ \ \\� \ \ z\ KATHLEEN TIEDEKEN
RDW
GONG ShED NC ! INV OUT=2202.8' �\\ \\ \ \ \\\ \ � \
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0 2 HEAT
PUMPS FF=2208.30In
FF=2208.26 RDW
ELEVATED RDW I o o o \ \\ \ \ \\ \ \ \ \ \ \ I \
o
MACHINERY FF=2208.24
u I \ \ \ \ \ \ \ \
CONC. RDW 5MH
RDW SIDEWALK TOP=220(5.06 = O \ \ \ \ \ \
FF=220&.30 / V=2195.2
\\\\ \ \\\ \ \\\ \ \ \ \ \ \\ O
1 sus j 5.5� 5MH
\ RAMP s 5 SMH v \' TOP=2207.24
\\ i
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TOP=2208.15 �
\ s WATER w ,INV=2202.5 yl9
5MH VAULT UTILITY G
s OP=2208.27 1 /, VAULT /n\ O
or \ \\ 5MH PIN: 9743-44-,5175
IRO
TOP -220&.19 I5MH \ \ y /I \ ,� \\ �l \\\\ \\\\\ \\ 1\I \ \ / FOUND 1.0'1 AEG. RYAN DONOVAN
/ INI\ 2204.8 1 \ \ \ \ \ DB 5000 PG 241
J ITOP=2207.70 \ \ S \ \ �p \ INV=2188. I\ \ \ \ I NC GRID COORDINATES
r INV=2205.2 y\ \\ \ L \ \ N:734147.27
COVLRED CONC. FF=2208.38 l l� »�j✓�� \ \ \ \ u7) - E:944730.40 -
\SIDEWALK BRICK GYMNASIUM \ \ \ \ < /i \ \ I\ O N NAD '83 (201 1)
FF=2208.32 x
FF=2208.33
�, � \G•,��\1 � � \ \ \\ ( � \ � \ � � PIN :9743-44-8087
k �l \ �` �� \\ v�j1 \� \ \\ \ \� _ ; . 3/4" IRON PIPE W/ "MCMAHAN" CAP GRANT RE5CORLA
As\\ \� \ �' '. FOUND
OB 5434 PG 1329
\ \ GAT x onv ti o MAGNETIC READING UNDER LOG
// I \ \ ATE 6� ' onu / COVERED CONC/ y�\ ° i \ \ \ \ \\\\ \\\ \ \ O\ 00r-/ I x %and _ SIDEWALK / \ \ N 11 / �PPRORIAA�E�\�\ \
� \ x )(- X � I DRA�rVAGE- PIPC\ \ \ \ \ \ \ \ \\ \ -
/ / _1 I I y}\x-x-x- 1 \�\\\� 1 \ \\ \\\ \ \ A. BRICK SPRING BOX
/ #5 REBAR W/ ID CAP / onv \ x x / III OTCB \\ \ \ \ \ \ \\ \ \ \
z
O
Z
'5M/ ­I ____7
RIM=214'5
I 1
INV IN=2138.
I
INV OUT=2137.9 1)
N 3 1 *23'18" E
10.30
L2
N 38°31'42" W
/
L3
S 1 6°43'59" E
46.56'
//0/,-INV=2144.3
� PIN :9743-34-9846CB RIP -RAP
RIM=2144.2 5 P_
MICHAEL d ERNEST REVI5 01551PATOR
INV IN=2142.3 h // / DB 2070 PG 84
INV OUT=2141.5
INV- &,
�°' - 1
/or/ / GONG R/W MON
J /
// ^ / /// NC GRID COORDINATES '
CB
RIM=2143.40 �' / / / ✓ / , / N:734739.67 2 G.
INV=2140.3o� o�
// / / / E:943725.07
%' / // /// / NAD '&3 (201 1) �y 7 / / e') �iQe�
/_10 / RIM=2204.0 // 0
INV IN(6)=2102.2
INV OUT=220 1.9
SMH/p
yl / �� / / oSF / / / er/
RIM=2145. 15 / l// / / / / / / />S / //
INV OUT=2141.8 /\���
GONG. S -
/
UNABLE TO LOCATE --y / /P / o 16�' SPRUCE
TERMINUS OF THIS PIPE l / / // iL o u
// �l / F M/ ��"u / / / F6
P/ d / / / / / / o 9ryu / / '� GON 5w \
OHU
/// J// / b�/ / / / / / / / / / / /d3 / / OVERHANG06.83 -22
° O
6 MAPLE / / / / oo \ C- rn
/�
l l 0� / / / / l l / / // / / // // / 12' MAPLE,
AI I I I g I on
1 I \ I
SMH
RIM 2151.43 // /7 O
C)
I \ 5
INV OUT=2143.6 /l
I I I I I I I I I I I I I = \ 4" ,SERVICE
-ITI y I I I I I I I I I I I I I I \ LINES SMH
C5RRIM=2150.6 /ll I l I I I °rI I I I I I I I I I I I 8°SWEET6M
` 1 / INIV=2203.3G HEAT7
INV=2147.4\7 I PUMPS
5MH // RRR FOM ITSP r/I I I I 1 I 1 I �Z I
RIM=2154.37 /� ( i Ki I o I I I I 1 I \ \ Ip ®TIME 1 ERIC
INVOUT=2148.1 /l �1 FGONG.LUME I I I \ \ \ 1 I \ \ \ 1 \n CAPSULE \ \ E
l FLUME FO CAB I 1 I \ \ \ 1 1 \ \ � I \
i, I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ FF=2208.26
RIM=2154D63 i� \ �UT CABj I ° \ \ \ \\ \ \\ \ \ \ \\ \ \ \ \ \ \ \ \ \a \ 1\ I OVERHANG ® 9 HEAT FF=220
lel �/ \ o \ \ hG \ \ \ \ \ \ PLAQUE I I / ® PUMPS
NV IN(I S )=2146.5
INV IN(24" 5E)=2142.6
INV IN(36)=2146.7 WOODEN
W)
INV IN(24" S=2142.9 'Ill � s ° #5 REBAR FOOUU ND \ \ \ \ \ \ \ \ \ \ \ \ \ \
INV OUT=2142.4 %j �����\� k \ (0.3' A.G.), \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ I FENCE
ME \ \d\� \\� \ \� \� \ \\ \ \ \\ \j
IIII �'
\8 MAPLE
11
it \ \ \ \ \ \\\ \ \ PLAQUE
Vll 11� �\ ��\ \ JC \\ \ \ \ \ \\ I I / �
3c „pis
8 MAP[aE \8" MAPLE \ \ \ \ + \ / \�\ \\\ \\ \a 16" CHERRY \ 6 e
kENNISI COURT }\ \\\\\ \ \ \
CB k GONG R/W MON 8" MAPLE
RIM=2152.1905 �5MH
y1 ��' \ \ \ \ \ \\ \ I \ \ \\ c \
INV=2148.0 9 / 8" MAPLEGi \\\ \ \\\ \\\\ \ \ I \ \\\ \ \
LEGEND $ ABBREVIATIONS :
PB= PLAT BOOK
D13= DEED BOOK
PG= PAGE
R/W= RIGHT OF WAY
PIN= PARCEL IDENTIFICATION NUMBER
CALCULATED POINT
(NOT MARKED IN FIELD)
OO RECOVERED BOUNDARY MONUMENT
(SIZE AND TYPE AS NOTED)
A.G... ABOVE ADJACENT GRADE
AREA LIGHT
B.G... BELOW ADJACENT GRADE
® CABLE TELEVISION PEDESTAL
CB .. CATCH BASIN
0 CLEANOUT
C.L. F/L .. CHAIN LINK FENCE LINE
CMP .. CORRUGATED METAL PIPE
CONC... CONCRETE
FF .. FINISHED FLOOR ELEVATION
p FIRE HYDRANT
FO CAB .. FIBER OPTIC CABINET
FOM .. FIBER OPTIC MARKER
• GAS VALVE
GUY WIRE
® HEAT PUMP
INV. . INVERT ELEVATION
IPIPE .. IRON PIPE
e MAILBOX
OTCB .. OPEN TOP CATCH BASIN
onu- OVERHEAD UTILITY LINE
PVC. POLYVINYL CHLORIDE PIPE
RCP. REINFORCED CONCRETE PIPE
RDW. ROOF DRAIN WITH WHITE PAINT
® ROOF DRAIN
R/W MON .. NCDOT RIGHT-OF-WAY MONUMENT
SDMH .. STORM DRAINAGE MANHOLE
s SEWER LINE
SIGN
SMH .. SEWER MANHOLE
5W. . SIDEWALK
(T) .. TOTAL DISTANCE
S TPED .. TELEPHONE PEDESTAL
TSP .. TELECOMMUNICATIONS SERVICE PANEL
UGE .. UNDERGROUND ELECTRIC LINE PER PAINT MARKINGS
UT CAB .. UTILITY CABINET (TYPE UNKNOWN)
o UTILITY POLE
0 WATERLINE MARKER
® WATER METER
N WV .. WATER VALVE
Yl .. YARD INLET
Z.-22-.-, EXISTING SPOT ELEVATION
6 REDBUD \ \\ \ \\ \ 9
RIM=2163.59 tiS
CBcAMINV IN(4"N=2161.5 �8PL\ --RIAT= 193.56
INV IN(4"-S)=2158.3RMMON INV OT=2191.4
9�
�
INV IN(5"-E)=2152.7
INV OUT(&" -W)=2152.6
CBA +/ 5MH\ + \ \ \ c
PIN: 9743-34-5117 RIM=2159.65 ��\ c \ \\ \\ F� RIM= 91.36 \+ \\�\ OZ APPROXIMATE
DANIEL KIMBERLY WALTERS INV=2154. I 0 6 \ \ \� \ \ \ INV=2> I 8.7 \
�© h� \ \ \ \ \\�\ SEWER LINE PER GIS
DB 2842 PG 599
P5,90 PG 135
#5 REBAR W/ ID CAP \ \\\ RIM= 193.45\ \ s
'MCMAHAN' FOUND 5,9° o 1 / \ �� \ INV 0�-2190.3 \\ \ s
(0.5'5.G.) 2gSgp�„ham \ % \\\\\ \ �� \\\\\ \
. oOs, P \\\\\ \ \ �� \ \\ \ \
\ \ \\\ \ TE NIS COURTC5
\ \\\\ \
/ RIM=2174.30 \\\ \'yOIN
o�� \+\�\\ \ orJ
/ INV OUT=21 70.CB
4
RIM=21 77.79 SySp / / \ \ \ \\ +\} \\
INV OUT=2174.5 RIM<2193.53
PIN: 9743-34-GOL55/ / \ \ \ INV O1T�2191.7
KIMBERLY 8 DANIEL W ALTERS /./ \
DB 2842 PG 599
PB 90 PG 135
1 +
I
PIN: 9743-44-1954 /
BETTY * AMOS HARWOOD
OB 1063 PG 602
PB 36 PG 132
PIN : 9743-44-3859 /
o �S JOHN BRANTLEY
�y\?SS OB 2214 PG 714 /
\ �\ 03/4" (PIPE FOUND PB 36 PG 132 /
VICINITY MAP
NOT TO SCALE
i
o\ I
1/2" IPIPE FOUND
\ oy \ \ \ \\ \ \ \ DISTURBED I
( )Q\2 \ \ \ \ \ \\ PIN: 9743-44-5735 I
\ \\ \ \ \\ JAMIE * GRIFFIN WAKEM I
DB 5521 PG 254
WALL\ \ AO \ \\� \\ \ PB 36 PG 132 I
VEL �c/S
GONG G�
a
FF=2206.82 o /
I I I I I I I I I I / / I I I \I I PIN: 9743-44-75 13 /
� \ I / / / I 1 I
NN 1 p c X\\ I I VIII I I I
BARBARA BRADLEY
3/4" IRON PIN /
I \\ FOUND +0.4' DB 4639 PG 1484 /
11 l \ I I O \ \ \ NOT USED PB 54 PG 8
5MH / GONG
RIM=2207.24 RDW ' 1 ` (
INV=UNABLE TO OBTAIN
(FULL) FF=2206.85 ` I \X \\ I IILII I I IIII I I I ( �• I VI /
FF=2208.21
© 0z�\\\\\\\\\\�\\II\III
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FF=2206.98 YI I °h& TOP=2205.56\�\ \5MH\ \\) ��� I I I I \ \ I I I I I I \ \\ �. / /
\ II (I � \ \ \\ \ \ I \ \ 1 1 I \ � _ _ \ \ � / PIN :9743-44-7483 i
INV -2197.4 JOSEPH NOWAK /
C SCHOOL \ 15, GMP °� \ \ \ \ \ \ \ \ \ / DB 5 54 G 37 /
)ILDING RDW n SMH o Y\�\\\���\ \ \\ \\ \ \\ \\ \\ \ \ \ \• \ \ / PB 54 PG 8
p TOP=2207.14 p YI \
Z. n INV=2203.0 /
\ \\\\ \ \\ \ \\ \\ 1 \ \ \ \ \ \ 'MCMAHAN' FOUND5 7;1
OVERHANG RDW �Y/ s \ O rn S \\ \\\\\\ \\ \ \ \\ \\ \ \ \ \ \ \\ \JL5 -TIE /
/ �Mp RAMP \ �n ° \\_ \ \\\\\\\ \ \ \ 1 \ \ \\ \\ \ \ \ern\.
FF=2206.98\ s . RAMP
TRANSFORMER o
RDW x \ \� ELECTRICAL
/ GLINE 's
RDW 202.88 WASTEEL BA I ER \ CABINET
2 HEAT 5MH 5M\ el 1 0
PUMPS / TOP=2207.22 TOP=2206.27 i
INV=2195.3
FF=2208.30 IS V=2204.2 / s \ ell \ \ \\
FREEZER/5 5 \\ / \ \ \ \\\ \\ \\\ \ \ \ I I \ \ \ \ \ \ \ \ \ \ '. \ O
H ��U \°\\\\ �\\
RDW
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ONE STORY 11 / / _ /I \ I / I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ PIN: 9743-43-9839
STUCCO BUILDING 11 11 / l / /l J I I / III I I \ \ 1 \ \ I I 25" IRON PIPE JORDAN * KAREN CALDWELL
FF=2221.78 // ///// j/ I✓\ \ \ \ ( \ I I I II II I ( \ I \ \ \ \ \ \ I I FOUND 1.5'A.G. DB 2144 PG 452
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MY SUPERVISION FROM AN ACTUAL TOPOGRAPHICAL GROUND SURVEY �` -(N RO % 1
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AS APPLICABLE, THAT THE ORIGINAL DATA WAS OBTAINED ON 5-29-1 7; = °
AND THAT ALL COORDINATES ARE LOCALIZED GROUND COORDINATES = g SEAL o = / #5 REBAR - DENTPIN :9743-43-6443 I
BASED ON THE NORTH AMERICAN DATUM (NAD83-201 I). WITNESS MY _ o L-4095 = FOUND 0.2' B.G. �j� PONEE 4 WILBURN BUCKNER
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LINE
BEARING
DISTANCE
L I
N 3 1 *23'18" E
10.30
L2
N 38°31'42" W
/
L3
S 1 6°43'59" E
46.56'
L4
S 1 4°49'30" E
45.87'
L5
N 53°44'02" E
2. 1 5'
LG
/
23.89'
L7
S 25°20'39" E
63.20'
L8
S 24°22'22" E
10 1 .43'
L9
N 00'1 1'54" W
26.56'
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ONE STORY 11 / / _ /I \ I / I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ PIN: 9743-43-9839
STUCCO BUILDING 11 11 / l / /l J I I / III I I \ \ 1 \ \ I I 25" IRON PIPE JORDAN * KAREN CALDWELL
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MY SUPERVISION FROM AN ACTUAL TOPOGRAPHICAL GROUND SURVEY �` -(N RO % 1
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SURVEY WAS PERFORMED TO MEET NATIONAL MAP ACCURACY STANDARDS ; =o QQ- '
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0 0 / C0 DB 1114 PG II
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LINE
BEARING
DISTANCE
L I
N 3 1 *23'18" E
10.30
L2
N 38°31'42" W
32.47'
L3
S 1 6°43'59" E
46.56'
L4
S 1 4°49'30" E
45.87'
L5
N 53°44'02" E
2. 1 5'
LG
S 00°06'3 1 " E
23.89'
L7
S 25°20'39" E
63.20'
L8
S 24°22'22" E
10 1 .43'
L9
N 00'1 1'54" W
26.56'
'MCMAHAN' FOUND /
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STUCCO BUILDING 11 11 / l / /l J I I / III I I \ \ 1 \ \ I I 25" IRON PIPE JORDAN * KAREN CALDWELL
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MY SUPERVISION FROM AN ACTUAL TOPOGRAPHICAL GROUND SURVEY �` -(N RO % 1
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Commission Number:
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Sheet No.:

IPROPOSED DRIVEWAY
/ / ✓ / / / / 12'-0" PER LANE 12'-0" PER LANE
/ \h0 / 3'_p°° (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) 3'_p°' 8'-0"
6'-0" WITH LANES VARY. SEE PLAN LANES VARY. SEE PLAN 6'-0" WITH
GUARDRAIL DIMENSIONS FOR LANE WIDTHS DIMENSIONS FOR LANE WIDTHS GUARDRAIL
10 x50 SIGHT TRIANGLE
/ � / / / GRADE ORIGINAL GROUND
/ /
POINT
'PROPOSED PAVEMENT / / / (CROWN TO FOLLOW
�♦ 11/ MARKING. SOLID WHITE 4" DOUBLE YELLOW)
LANE LINE. NCDOT STD / / 0.02 0.02
o.os
//1205.01
4
C / / • / ? \�0 / / / ORIGINAL GROUND M EARTH MATERIAL.
/ I •/ �' / / / A� 8" GRADE TO THIS LINE
1 / /
GRADE TO THIS LINE PROP. APPROX. 8" CRUSHED BASE STONE (NCDOT CABC)
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
TYPICAL DRIVEWAY SECTION AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF 2 LAYERS.
' STA. 00+00.00 TO STA. 00+00.00
/ /*♦ / PROPOSED 9 GA. 5' DOUBLE �'QT / PROPOSED STANDARD DUTY
/ ,KNUCKLE C.L. FENCE WITH TOP A% yep ASPHALT. SEE DETAIL SEE C13.
MCABEE & ASSOCIATES, P.A. (v ♦ BAR AND BOTTOM WIRE. TIE TO / 11,110, Q� / /
3 MCABEE TRAIL `/ / 1 EXISTING. PROVIDE BAR GATE / '-Qy -` PROPOSED PAVEMENT MARKING.
FAIRVIEW NC, 28730 PC: 0+22.24 ,� / / ACROSS DRIVEWAY AS SHOWN. / " /
828-628-1295 �;� \ � __ �� - / / 4 YELLOW PER NCDOT STD.
' -��/ J '�� DTL 1205.09 "MEDIAN ISLAND
INSTALL GUARDRAIL AS . SEPARATING TRAFFIC IN / /
PIN: 9743-44-1042 � Age / ��' ; ; / 1 o� / SHOWN PER NCDOT \ /A OPPOSITE DIRECTION". (USE 10 1 OVERLAY
DB 717 PG 626 / 2 // i ' ' I / DETAIL 862.02. INSTALL / MPH POSTED SPEED LIMIT) / / / / EXISTING ASPHALT
ZONING: R-3 RESIDENTIAL / / / o �^ 1 /�^ / ATTENUATORS AT / , Q / / y PER DETAIL C13.
ENDS.
ACREAGE OF SITE. 28.95 AC o C.41
/ NN/ ! / - • /
LIMITS OF DISTURBANCE: 2.45 AC �,/ / • /
PROPOSED / / '\' / / ! I/ ■ / • - LIMITS OF
PRE -DEVELOPMENT IMPERVIOUS: (34.9%) LIMITS OF / / 15 �v / / I PROPOSED DRIVEWAY CL. G� 0 DISTURBANCE.
POST -DEVELOPMENT IMPERVIOUS: (45.7%) DISTURBANCE / / / 7 I I SEE DRIVEWAY SECTION ♦ / ZZ0 /
/ 1 • /// / DETAIL THIS SHEET. TYP. _
/ 2150 1 ' ; ( ) X � 2206 _
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN �2� / ;STA 0+12 TO STA 6+75. ♦
FROM THE USDA ONLINE GIS SOIL MAP): / / / / /o� ` /
CLIFTON CLAY LOAM (CLAY LOAM) / / / / / / ;; %' / tiXto
UDORTHENTS, LOAMY SANDY CLAY LOAM j'► / / / %// / / ;' ; /co
UDORTHENTS URBAN LAND COMPLEX(2 TO 50 PERCENT) 4 11 GRASS AREA TYP.
PERMANENT STORMWATER / _ / / / /IF , , • PROVIDE 6" TOPSOIL,
BIO DETENTION BASIN. / / '�' / // ,/ / / • SEED WITH FESCUE, o
LEGEND SEE SHEET C 11 & C 11 A. / / �/% / / - a W W ,� / / / • COVER WITH SEED AND
� / / /; / / • ,/ �o C� \ �\ / STRAW.
PROPOSED,
STANDARD DUTY PAVEMENT ROADSIDE DITCH./� / 9g p _ _ / ° / •
SECTION. SEE DETAIL C13. / / /, 63 XO,� / LL �` `\ T + 2.7 /
/ , � / N / ;' / / \ � I ♦ • SIDEWALK WITH
OVERLAY EXISTING ASPHALT � � � � / / / / / / / o / / / / / • MONOLITHIC CURB SEE
PAVEMENT. SEE DETAIL C13. BEGIN TAPER . / / /� ^oo� / / ,o /
STA. 1 +75.00. / DETAIL SHEET C13.
PROPOSED 4 CONCRETE / / " BASE BID:
o / / / ,
SIDEWALK. SEE DETAIL C13. ; / L / '�� / I I I°
a a v � / / � � � / 1 JOVERLAY EXISTING ASPHALT PER
/ / // t?. / • �° DETAIL C13. PROVIDE 50SY OF OWNER
/, 24. 1 a IDENTIFIED FULL -DEPTH ASPHALT REPAIR.
EXISTING MINOR CONTOUR h / / / ? / / �• / / •toBID ALTERNATE #1
L
AY'� o� /
-2190 EXISTING MAJOR CONTOUR 4F/ / ?�?' l / i i 2• l 11 MILL EXISTING ASPHALT AND REPLACE
� � / / / / . / 1
/ o / ;' / / • 20' WITH HEAVY DUTY ASPHALT SECTION PER
PROPOSED MINOR CONTOUR -Z4! �� • / / / / / / / // / / // / / I ! DETAIL SHEET C13.
•
2190 PROPOSED MAJOR CONTOUR
BID ALTERNATE #3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE #4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
' / / / / ,' ;' ' ?18 ^� � 2�{ • LIMITS OF
ENERGY ,I / , ; �, / 0 , I Vv . �8, , !
DISSIPATING / ' 1 I • DISTURBANCE
FOREBAY. '
G ss / PRECAST CONCRETE' I A
C ' I I WHEEL STOP. TYP. ° 1 I I \ EXISTING SCHOOL
I
LIMITS OF /,rPROPOSED PAVEMENT \1 I • ° • \
DISTURBANCE. I I o /; ; / I MARKING. 4" DOUBLE 1 I • \
' I YELLOW.TYP. N I N PROPOSED STANDARD DUTY
NCDOT STD 1205.01 I o 11 30 ! o ASPHALT. SEE DETAIL SEE C13.
CIV
v I w N '` / I I I / ■ I �� GRASS AREA (TYP.)
C ; , iN I 8,. SWEET GUI' 11 N \ PROVIDE 6" TOPSOIL,
O o - PROPOSED PAVEMENT •
11,1, N I ;' °' I MARKING. 4" WHITE �I 33 I SEED WITH FESCUE,
12 / 10'-30' SKIP LINE. \➢ • \ COVER WITH SEED AND
lv �/ 2 12 I 1 NCDOT STD 1205.01 1 a • I\ , • s STRAW. GRADE GRASS AREA TO AVOID
------ \ I • ANY DROP OFF FROM
O�
V UM� ftI \ I I \ I I • \ \ PROPOSED I 1 • SIDEWALK >0.5" AND PROVIDE
\ I ` \ • 11 MAX GRASS SLOPE OF 12:1.
FLUM, I �? � I • \ ,
ROADSIDE DITCH` \ • 1 °
• I \ SIDEWALK TO EXISTING
DO NOT DISTURB
1 \ s LANDING. MAX SLOPE 5%.
\� � `° �,
EXISTING SIGN, \ \ 1 ° ° ° G�
I / I O• ^ro°\ \ \\ \ LANDSCAPING/
ME CAPSULE. \ �1 ! e . ���( ♦♦♦
\ �' I \, \ �`•� \ / \ PT: 4+ 17.0 '� \ ' \ \ • ��� ♦♦
END TAPER ' \ F'+79%8
\ • ° a �N�P ♦♦
BEGIN TAPER \ \ >>o STA. 4+00.00. \ $ , • ♦♦♦ (3) PROPOSED "SHORT
SHORT
,
STA. 3+00.00. ' I \ 0 \ �� �\ \ ' \ a'�', a ♦ TERM PARKING SIGNS.
\ \ \ it \♦♦ \ \ \ \ •
PROPOSED ��o \ �• ♦♦ \` ♦ \ ' \ \ \ \ \ ♦ z
\ CONSTRUCT PERMANENT► \ O \ • ♦° • o
LIMITS OF o _ ** \ a \
O DISTURBANCE O� \ GRASS LINED DITCH. 2 \, \ BASS ♦ . (2) HANDICAP PARKING
LQ �\ J� S " y DEEP WITH 2:1 SIDE, \, \ �� \ \ \ \ ♦ ♦ SPACES. SEE DETAIL C13.
e(� O \ \ SLOPES \ �► ♦ a
V \ ♦ \ , ♦ PROPOSED ADA COMPLIANT
0% N ♦ ♦ \ PROPOSED BAR GATE. \ �• \ ♦ \ ��, \ \ ♦♦ \ °
INSTALL GUARDRAIL AS \ \ \ � ♦♦ ° CURB RAMP TYPE 3.17
F S �� \� ♦�♦ \ \ \ SHOWN PER NCDOT LIMITS OF �� _ \ G . a ` PER DETAIL SHEET C13.
cyo oQ 8„ MAPLE ft�. \ \ \ \ \ DISTURBANCE.
O \ \ \ DETAIL 862.02. INSTALL \ ♦ \, \ S (°
�■�■ AT -1 ATTENUATORS AT\ I' \ \oo S�� ♦ ° a °
ENDS. \ \ \ \ � \ ♦ � \ \\ �N� ♦♦ � � i / � � �
I PRECAST CONCRETE �. ♦ \ scALe: I = 20'
\8 MAPLE \ \ \ \ \ GSA \ I WHEEL STOP. (TYP.)
\ \ \ \ \ I \ \ 420' 10' O' 20' 40' 60'
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DEVELOPMENT DATA
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BUNCOMBE COUNTY BOARD OF EDUCATION
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175 BINGHAM ROAD
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ASHEVILLE, NC 28806
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828-255-5921
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PROPOSED PAVEMENT
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ARCHITECT:
MARKING. WHITE 24"
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MHA WORKS
WHITE STOP BAR.
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12 S. LEXINGTON AVE. UNIT 100
NCDOT STD 1205.01
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ASHEVILLE NC, 28801
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828-251-5550
PROPOSED PAVEMENT
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MARKING. TURN ARROWS.
°
CIVIL ENGINEER:
NCDOT STD 1205.08
00'
MATTERN & CRAIG
o
12 BROAD STREET
Q•
ASHEVILLE, NC 28801
WARP PROPOSED OX
828-254-2201moo
DRIVEWAY TO
EXISTING ROAD.
SURVEYOR:
.�
IPROPOSED DRIVEWAY
/ / ✓ / / / / 12'-0" PER LANE 12'-0" PER LANE
/ \h0 / 3'_p°° (UNLESS OTHERWISE NOTED) (UNLESS OTHERWISE NOTED) 3'_p°' 8'-0"
6'-0" WITH LANES VARY. SEE PLAN LANES VARY. SEE PLAN 6'-0" WITH
GUARDRAIL DIMENSIONS FOR LANE WIDTHS DIMENSIONS FOR LANE WIDTHS GUARDRAIL
10 x50 SIGHT TRIANGLE
/ � / / / GRADE ORIGINAL GROUND
/ /
POINT
'PROPOSED PAVEMENT / / / (CROWN TO FOLLOW
�♦ 11/ MARKING. SOLID WHITE 4" DOUBLE YELLOW)
LANE LINE. NCDOT STD / / 0.02 0.02
o.os
//1205.01
4
C / / • / ? \�0 / / / ORIGINAL GROUND M EARTH MATERIAL.
/ I •/ �' / / / A� 8" GRADE TO THIS LINE
1 / /
GRADE TO THIS LINE PROP. APPROX. 8" CRUSHED BASE STONE (NCDOT CABC)
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
TYPICAL DRIVEWAY SECTION AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF 2 LAYERS.
' STA. 00+00.00 TO STA. 00+00.00
/ /*♦ / PROPOSED 9 GA. 5' DOUBLE �'QT / PROPOSED STANDARD DUTY
/ ,KNUCKLE C.L. FENCE WITH TOP A% yep ASPHALT. SEE DETAIL SEE C13.
MCABEE & ASSOCIATES, P.A. (v ♦ BAR AND BOTTOM WIRE. TIE TO / 11,110, Q� / /
3 MCABEE TRAIL `/ / 1 EXISTING. PROVIDE BAR GATE / '-Qy -` PROPOSED PAVEMENT MARKING.
FAIRVIEW NC, 28730 PC: 0+22.24 ,� / / ACROSS DRIVEWAY AS SHOWN. / " /
828-628-1295 �;� \ � __ �� - / / 4 YELLOW PER NCDOT STD.
' -��/ J '�� DTL 1205.09 "MEDIAN ISLAND
INSTALL GUARDRAIL AS . SEPARATING TRAFFIC IN / /
PIN: 9743-44-1042 � Age / ��' ; ; / 1 o� / SHOWN PER NCDOT \ /A OPPOSITE DIRECTION". (USE 10 1 OVERLAY
DB 717 PG 626 / 2 // i ' ' I / DETAIL 862.02. INSTALL / MPH POSTED SPEED LIMIT) / / / / EXISTING ASPHALT
ZONING: R-3 RESIDENTIAL / / / o �^ 1 /�^ / ATTENUATORS AT / , Q / / y PER DETAIL C13.
ENDS.
ACREAGE OF SITE. 28.95 AC o C.41
/ NN/ ! / - • /
LIMITS OF DISTURBANCE: 2.45 AC �,/ / • /
PROPOSED / / '\' / / ! I/ ■ / • - LIMITS OF
PRE -DEVELOPMENT IMPERVIOUS: (34.9%) LIMITS OF / / 15 �v / / I PROPOSED DRIVEWAY CL. G� 0 DISTURBANCE.
POST -DEVELOPMENT IMPERVIOUS: (45.7%) DISTURBANCE / / / 7 I I SEE DRIVEWAY SECTION ♦ / ZZ0 /
/ 1 • /// / DETAIL THIS SHEET. TYP. _
/ 2150 1 ' ; ( ) X � 2206 _
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN �2� / ;STA 0+12 TO STA 6+75. ♦
FROM THE USDA ONLINE GIS SOIL MAP): / / / / /o� ` /
CLIFTON CLAY LOAM (CLAY LOAM) / / / / / / ;; %' / tiXto
UDORTHENTS, LOAMY SANDY CLAY LOAM j'► / / / %// / / ;' ; /co
UDORTHENTS URBAN LAND COMPLEX(2 TO 50 PERCENT) 4 11 GRASS AREA TYP.
PERMANENT STORMWATER / _ / / / /IF , , • PROVIDE 6" TOPSOIL,
BIO DETENTION BASIN. / / '�' / // ,/ / / • SEED WITH FESCUE, o
LEGEND SEE SHEET C 11 & C 11 A. / / �/% / / - a W W ,� / / / • COVER WITH SEED AND
� / / /; / / • ,/ �o C� \ �\ / STRAW.
PROPOSED,
STANDARD DUTY PAVEMENT ROADSIDE DITCH./� / 9g p _ _ / ° / •
SECTION. SEE DETAIL C13. / / /, 63 XO,� / LL �` `\ T + 2.7 /
/ , � / N / ;' / / \ � I ♦ • SIDEWALK WITH
OVERLAY EXISTING ASPHALT � � � � / / / / / / / o / / / / / • MONOLITHIC CURB SEE
PAVEMENT. SEE DETAIL C13. BEGIN TAPER . / / /� ^oo� / / ,o /
STA. 1 +75.00. / DETAIL SHEET C13.
PROPOSED 4 CONCRETE / / " BASE BID:
o / / / ,
SIDEWALK. SEE DETAIL C13. ; / L / '�� / I I I°
a a v � / / � � � / 1 JOVERLAY EXISTING ASPHALT PER
/ / // t?. / • �° DETAIL C13. PROVIDE 50SY OF OWNER
/, 24. 1 a IDENTIFIED FULL -DEPTH ASPHALT REPAIR.
EXISTING MINOR CONTOUR h / / / ? / / �• / / •toBID ALTERNATE #1
L
AY'� o� /
-2190 EXISTING MAJOR CONTOUR 4F/ / ?�?' l / i i 2• l 11 MILL EXISTING ASPHALT AND REPLACE
� � / / / / . / 1
/ o / ;' / / • 20' WITH HEAVY DUTY ASPHALT SECTION PER
PROPOSED MINOR CONTOUR -Z4! �� • / / / / / / / // / / // / / I ! DETAIL SHEET C13.
•
2190 PROPOSED MAJOR CONTOUR
BID ALTERNATE #3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE #4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
' / / / / ,' ;' ' ?18 ^� � 2�{ • LIMITS OF
ENERGY ,I / , ; �, / 0 , I Vv . �8, , !
DISSIPATING / ' 1 I • DISTURBANCE
FOREBAY. '
G ss / PRECAST CONCRETE' I A
C ' I I WHEEL STOP. TYP. ° 1 I I \ EXISTING SCHOOL
I
LIMITS OF /,rPROPOSED PAVEMENT \1 I • ° • \
DISTURBANCE. I I o /; ; / I MARKING. 4" DOUBLE 1 I • \
' I YELLOW.TYP. N I N PROPOSED STANDARD DUTY
NCDOT STD 1205.01 I o 11 30 ! o ASPHALT. SEE DETAIL SEE C13.
CIV
v I w N '` / I I I / ■ I �� GRASS AREA (TYP.)
C ; , iN I 8,. SWEET GUI' 11 N \ PROVIDE 6" TOPSOIL,
O o - PROPOSED PAVEMENT •
11,1, N I ;' °' I MARKING. 4" WHITE �I 33 I SEED WITH FESCUE,
12 / 10'-30' SKIP LINE. \➢ • \ COVER WITH SEED AND
lv �/ 2 12 I 1 NCDOT STD 1205.01 1 a • I\ , • s STRAW. GRADE GRASS AREA TO AVOID
------ \ I • ANY DROP OFF FROM
O�
V UM� ftI \ I I \ I I • \ \ PROPOSED I 1 • SIDEWALK >0.5" AND PROVIDE
\ I ` \ • 11 MAX GRASS SLOPE OF 12:1.
FLUM, I �? � I • \ ,
ROADSIDE DITCH` \ • 1 °
• I \ SIDEWALK TO EXISTING
DO NOT DISTURB
1 \ s LANDING. MAX SLOPE 5%.
\� � `° �,
EXISTING SIGN, \ \ 1 ° ° ° G�
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ME CAPSULE. \ �1 ! e . ���( ♦♦♦
\ �' I \, \ �`•� \ / \ PT: 4+ 17.0 '� \ ' \ \ • ��� ♦♦
END TAPER ' \ F'+79%8
\ • ° a �N�P ♦♦
BEGIN TAPER \ \ >>o STA. 4+00.00. \ $ , • ♦♦♦ (3) PROPOSED "SHORT
SHORT
,
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\ \ \ it \♦♦ \ \ \ \ •
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\ CONSTRUCT PERMANENT► \ O \ • ♦° • o
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e(� O \ \ SLOPES \ �► ♦ a
V \ ♦ \ , ♦ PROPOSED ADA COMPLIANT
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Commission Number:
3762
Sheet No.:

DEVELOPMENT DATA
OWNER:
BUNCOMBE COUNTY BOARD OF EDUCATION
175 BINGHAM ROAD
ASHEVILLE, NC 28806
828-255-5921
ARCHITECT:
MHA WORKS
12 S. LEXINGTON AVE. UNIT 100
ASHEVILLE NC, 28801
828-251-5550
CIVIL ENGINEER:
MATTERN & CRAIG
12 BROAD STREET
ASHEVILLE, NC 28801
828-254-2201
SURVEYOR:
MCABEE & ASSOCIATES, P.A.
3 MCABEE TRAIL
FAI RVI EW NC, 28730
828-628-1295
PIN: 9743-44-1042
DB 717 PG 626
ZONING: R-3 RESIDENTIAL
ACREAGE OF SITE: 28.95 AC
LIMITS OF DISTURBANCE: 2.45 AC
PRE -DEVELOPMENT IMPERVIOUS: (34.9%)
POST -DEVELOPMENT IMPERVIOUS: (45.7%)
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN
FROM THE USDA ONLINE GIS SOIL MAP):
CLIFTON CLAY LOAM (CLAY LOAM)
UDORTHENTS, LOAMY (SANDY CLAY LOAM)
UDORTHENTS- URBAN LAND COMPLEX(2 TO 50 PERCENT)
-2190-
2190
LEGEND
STANDARD DUTY PAVEMENT
SECTION. SEE DETAIL C13.
OVERLAY EXISTING ASPHALT
PAVEMENT. SEE DETAIL C13.
PROPOSED 4" CONCRETE
SIDEWALK. SEE DETAIL C13.
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
BID ALTERNATE L3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE L4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
SCALE: I " = 20'
20' l O' O' 20' 40' 60'
s �� •d
• ° °
EP: 8+79 8 • r
♦ 1
BASE BID:
1 A" OVERLAY EXISTING ASPHALT PER
DETAIL C13. PROVIDE 50SY OF OWNER
IDENTIFIED FULL -DEPTH ASPHALT REPAIR.
_ FF=2208. 18
BID ALTERNATE #1
MILL EXISTING ASPHALT AND REPLACE
WITH HEAVY DUTY ASPHALT SECTION PER
DETAIL SHEET C13.
(3) PROPOSED "SHORT
TERM PARKING" SIGNS. z
_ PROPOSED 5' SIDEWALK.
MAX 5% GRADE. o �`
PROPOSED MEDIUM DUTY
ASPHALT. SEE DETAIL SEE C13. F
PROPOSED CURB
RAMP 3 17 PER
/
OVERHANG
SCHOOL
FF=2206.98 /
DETAIL SHEET C13. PROPOSED SMH /
LIMITS OF
TOP= 2207.22 p
��� r, \ (° (2) HANDICAP PARKING / v J DISTURBANCE _ INV=2204.2
SPACES. SEE DETAIL C13. N 0.
�♦ PROPOSED MEDIUM ° 00 �c� rr x
♦ ° °d PROPOSED PAVEMENT < "
DUTY ASPHALT. SEE ♦ \ , ° ♦ MARKING. 4" DOUBLE ��� 0.- o ` GRASS AREA (TYP.) PROVIDE 6
DETAIL SEE C13. \ � ° a ° TOPSOIL, SEED WITH FESCUE,
4w C,6 ♦ ° d YELLOW. NCDOT STD 1205.01 SAWCUT EXISTING SIDEWALK COVER WITH SEED AND STRAW.
9' \ °♦ 00 TO TIE INTO PROPOSED INCLUDE STAND-UP CURB AROUND
SIDEWALK AS ��5�� ♦�, \°° ° ' SIDEWALK DETAILOC 3. SEE ISLAND. SEE DETAIL SHEET C13.
". RDW
�P,�G:.�� \♦' ^� �� ° ° a ° ° GRASS PROPOSED PAVEMENT
�� <� �,�♦♦ 7 ° ° ° d ♦♦ o MARKINGS. NUMBERED ICAL
PRECAST CONCRETE \ \\ ♦ 16° RRY �ry 6''* ##
♦♦ DROP-OFF SPACES (TYP.) SETS
WHEEL STOP. (TYP.) \\ \ \ 8 ° ?�� ♦ ,
\ \ \ \ O s ♦ PROPOSED 5 CONCRETE RDW
TENNIS COURT \ \ ?8, ° ♦' SIDEWALK. SEE DETAIL C13.
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PROVIDE 6" TOPSOIL, \ \ ♦ PROPOSED MEDIUM DUTY BR.
\ SEED WITH FESCUE, ♦♦ ♦ \ ♦ ° °♦ ASPHALT. SEE DETAIL SEE C13.
1. �- ♦ ♦° °
\ COVER WITH SEED AND \ ♦ ♦♦
CURB
s STRAW. PROPOSED PAVEMENT ♦ ♦ ° a SIDEWALK WITH
O\\ MARKING. 4" WHITE ♦ ♦ e MONOLITHIC CURB SEE FF=2208.26
10'-30' SKIP LINE. ♦1] � ♦♦ \ ♦ d DETAIL SHEET C13. INSTALL
WITH 6
E'3 \ \\\\ �� NCDOT STD 1205.01 \ ♦ t ♦ ♦ ` C RADJACENT TO BUILDING
\ \\\\ GRAss \ ♦ \ ♦♦ PER DETAIL SHEET C13.
\\� BASE BID:
1 1" OVERLAY EXISTING ASPHALT PER \ ° F
DETAIL C13PROVIDE 1DENTIFIED ASPHALT REPAIR. \ '♦ ♦ � '
�o \ \ \� BID ALTERNATE #1 '♦ ♦ \ APPRO A
S \� MILL EXISTING ASPHALT AND REPLACE 300 �' ♦ \ S WER LIN ER GIS O ° ° d
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O \ \� DETAIL SHEET C13. ♦ ♦ °
\ �\ PROPOSED
ASPHALT DRIV �C \ GRASS \ `\\\ S S LIMITS OF \ ♦ ♦ \ 19
O \ \\ S DISTURBANCE \ ♦ O 5 5
C5 5
RIM=2193.45
INV OUT=2 190.3 S 5 W�>
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INV OUT=21 74.5 \
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APPROXIMATE LOCATION \ ,/ INV OUT=2191 .7 PROPOSED \�
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INV -INACCESSIBLE 5
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5
_(4) HANDICAP PARKING
SPACES. SEE DETAIL C13. W
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PROVIDE OVERSIZED
0 WTRAFFIC BEARING
/ JUNCTION BOX.
a
PROPOSED PAVEMENT MARKING.
4" YELLOW PER NCDOT STD.
DTL 1205.09 "MEDIAN ISLAND
SEPARATING TRAFFIC IN
/ OPPOSITE DIRECTION". (USE 10
MPH POSTED SPEED LIMIT)
TOP 2208.19
IN 2204.5 PRECAST CONCRETE
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F=2208.38
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GRASSED AREA W/
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DETAIL SHT C13.
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STAND -CURB SEE / x � C. L. F/L
DETAIL SHT C13. EXISTING GATE TO REMAIN. (CLOSED
DURING LOADING/UNLOADING)
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Commission Number:
3762
Sheet No.:

DEVELOPMENT DATA
OWNER:
BUNCOMBE COUNTY BOARD OF EDUCATION
175 BINGHAM ROAD
ASHEVILLE, NC 28806
828-255-5921
ARCHITECT:
MHA WORKS
12 S. LEXINGTON AVE. UNIT 100
ASHEVILLE NC, 28801
828-251-5550
CIVIL ENGINEER:
MATTERN & CRAIG
12 BROAD STREET
ASHEVILLE, NC 28801
828-254-2201
SURVEYOR:
MCABEE & ASSOCIATES, P.A.
3 MCABEE TRAIL
FAI RVI EW NC, 28730
828-628-1295
PIN: 9743-44-1042
DB 717 PG 626
ZONING: R-3 RESIDENTIAL
ACREAGE OF SITE: 28.95 AC
LIMITS OF DISTURBANCE: 2.45 AC
PRE -DEVELOPMENT IMPERVIOUS: (34.9%)
POST -DEVELOPMENT IMPERVIOUS: (45.7%)
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN
FROM THE USDA ONLINE GIS SOIL MAP):
CLIFTON CLAY LOAM (CLAY LOAM)
UDORTHENTS, LOAMY (SANDY CLAY LOAM)
UDORTHENTS- URBAN LAND COMPLEX(2 TO 50 PERCENT)
LEGEND
STANDARD DUTY PAVEMENT
SECTION. SEE DETAIL C13.
OVERLAY EXISTING ASPHALT
PAVEMENT. SEE DETAIL C13.
° a PROPOSED 4" CONCRETE
SIDEWALK. SEE DETAIL C13.
° a
EXISTING MINOR CONTOUR
—2190— EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
2190 PROPOSED MAJOR CONTOUR
BID ALTERNATE #3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE #4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
�Hii I
EXISTING A.C. � \ BASE BID: \ \ \ \
APPLY ASPHALT SEAL COAT TO ENTIRE AREA
EQUIPMENT TO REMAIN \ \ \
UNDISTURBED. \ AND APPLY NEW PAVEMENT MARKINGS. \ \ \
m / \'j PROVIDE 50 SY OF OWNER IDENTIFIED \ \ \ \
v ASPHALT Ell / FULL -DEPTH ASPHALT PAVEMENT REPAIR. 1 \ \
- \ BID ALTERNATE #2: \ \ \ \
o OVERLAY EXISTING ASPHALT TO THE LIMITS \ I \
\\\\ \ SHOWN PER DETAIL ON SHEET C13 AND \ \
\\ \ \ STRIPE IN LIEU OF BASE BID SEALING AND \ \ \
\\ \ \ STRIPING. \ \ \
\ \\\ \ MAINTAIN \ \ \ \ \
LIMITS \ \ " " ACCESS TO \ \ \
OF BID \\ i" ' " " EXISTING \ \\ \ \ \ \ \ \ \
ALT 2. \\ �" " DUMPSTERS. \ \ \ \ \ \ \ \ \
' 4' WHITE PEDESTRIAN \ \ \ \
DKICK \\ STRIPING (TYP.) 5'
BUILDIN
x �` WIDTH PATHWAY \ \ \ \ \ \
\ \ \ \ CONC \ \ \ \ \ \
h \ EDGE OF \ \ \ \
\ h • EXISTING \ \ \ \ \ \ \ \ \ \ \ \
PROPOSED ASPHALT. \ \ \ \ \ \ \ \ \
/ 1 \ � ASPHALT • I \ \ \ \ \ \ \ 1 \ \ \ \ \
PAVEMENT MARKING. 11\ • 7A�
4" WHITE (TYP.) s \ \ \ \ \ \ \ \ \ \ \ I \ \ \
•\\\X ASPH�ILT \\ •
BUS TURNAROUND \ \ \ \ \ \ \ \ l r \ \ \ \
' PROPOSED \ • \ \ \ \ \ \ \ / ` \ \ I \\ \ \ \
PAVEMENT MARKING. \ \ \ \ \ \ \ \ \ \
4" WHITE TYP. \ • \ \ \ \ \ \ C \ \ I I \ \ \
I• 50 x 12 \ \ \ \
BUS PARKING \ \ \ \ \ \ \ I \ \
c::3 63 \\ \ \ \ \ \ \ \
• SPACE (TYP.)
' • \ LIMITS OF
REMOVE EXISTING \ GKAss \ DISTURBANCE.
PAVEMENT MARKINGS
WITHIN LIMITS OF\ \ \ \
ALL WORK IN BUS LOADING \ \ \
PROPOSED BUS -,, AREA SHALL BE CONSTRUCTED \ \ \ \
0 1 TURNAROUND. AS PART OF PHASE I. \ \ \ \ \
SIDEWALK
TO REMAIN\ \ \ \ \ \ \ \ \ \ \ \
PROPOSED
PAVEMENT MARKING.
BRICK SCHOOL ' 4 DOUBLE YELLOW \ \ \ \ \ \ \ \ \ \ \ \
BUILDING
PROPOSED 1Q,
PAVEMENT MARKING. \ \ \ \ \ \ \
' 4" WHITE TYP. \ \ \ \ \ \ \ \
\ ASPHALT
Nc ALK o� INSTALL 6" D.I.P. CARRIER SLEEVE FOR FUTURE \ \
\ WATER LINE INSTALLATION WITH TRAFFIC RATED \
MAINTAIN REAR 5 \ WATER METER BOXES AT EACH END. CAP EACH \ \
PARKING LOT END WITH FERNCO OR ENGINEER APPROVED \ \
ACCESS (n EQUAL. MAINTAIN MINIMUM 36 COVER AND ALL \ \
RAMP W • SEPARATION REQUIREMENTS BETWEEN EXISTING
4" WHITE PEDESTRIAN I \ 1 UTILITIES. CONTRACTOR TO FIELD LOCATE ALL \ \
EXISTING UTILITIES PRIOR TO INSTALLATION. \ \
ASPHALT STRIPING (TYP.) 5' �� �� \ -f-
WIDTH PATHWAY
PROPOSED 8' WIDE MEDIUM \ \ o
DUTY ASPHALT PEDESTRIAN �� \
CLEAR AND GRUB 1 PATHWAY. SEE DETAIL SEE C13.
APPROXIMATELY 50 SF OF
' EXISTING GRASS STRIP AND ��o
\ APPLY NEW ASPHALT PER �� • \ \\ \���\\���
DETAIL SHEET C13 • \ \
\ BRICK SCHOOL GRASS\ \ I \ \ t
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30' 15' O' 30' 60' 90'
C8 Z
RN oUT, 219
21 '7A.30
RIM '21-70
INV OUT
CI3
21 �739
RIMi IT,2 1 �A.5
SILT FENCE MAINTENANCE REQUIREMENTS
• r�
1. INSPECT SEDIMENT FENCE AT LEAST ONCE A
WEEK AND
AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT
PROMPTLY.
T_
0
N
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO
REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
a)
C
_
D
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN
PROPERLY STABILIZED.
`v
GENERAL SITE NOTES:
• r�
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1.
PROJECT LOCATED
IN THE
FRENCH BROAD
RIVER BASIN. TRIBUTARY —
LITTLE FLAT
p
CREEK, WS—CLASS
C.
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2.
SITE GRADING VOLUMES:
T
m
1�1
CUT = 7,700 CY
CDi
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FILL = 3.100 CY
Q
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NET = 4,600 CY
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3.
CONTRACTOR SHALL
DISPOSE
OF EXCESS OR
M
UNSUITABLE SOILS
OFFSITE
ON AN NCQEQ
O
APPROVED SITE.
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4.
SEE SHEET C12 &
C12A FOR ADDITIONAL
m
EROSION CONTROL
NOTES,
REQUIREMENTS,
N
DETAILS AND NARRATIVE.
Sj
LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL LIMIT THE WORK AREA
DISTURBED TO ONLY WHAT CAN BE STABILIZED AT
THE END OF THE WORK DAY.
BID ALTERNATE L3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE #4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
a�
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/ TENN15 GOURT \
2190
2190
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED CL DITCH
CONSTRUCTION ENTRANCE/EXIT
PERMANENT SEEDING
SLOPE BLANKETS/MATTING
CHECK DAM
SILT FENCE
INLET PROTECTION
LIMITS OF DISTURBANCE
PROPOSED STORM DRAINAGE PIPE
SEE DETAILS SHEET C11
DEVELOPMENT DATA
OWNER RESPONSIBLE FOR EROSION AND SEDIMENT
CONTROL MEASURES DURING CONSTRUCTION:
TIM FI ER LE
BUNCOMBE COUNTY BOARD OF EDUCATION
175 BINGHAM ROAD
ASHEVILLE, NC 28806
828-255-5921
CIVIL ENGINEER:
MATTERN & CRAIG
12 BROAD STREET
ASHEVILLE, NC 28801
828-254-2201
SURVEYOR:
MCABEE & ASSOCIATES, P.A.
3 MCABEE TRAIL
FAIRVIEW NC, 28730
828-628-1295
PIN: 9743-44-1042
DB 717 PG 626
ZONING: R-3 RESIDENTIAL
ACREAGE OF SITE: 28.95 AC
LIMITS OF DISTURBANCE: 2.45 AC
PRE—DEVELOPMENT IMPERVIOUS: (34.9%)
POST—DEVELOPMENT IMPERVIOUS: (45.7%)
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN
FROM THE USDA ONLINE GIS SOIL MAP):
CLIFTON CLAY LOAM (CLAY LOAM)
UDORTHENTS, LOAMY (SANDY CLAY LOAM)
UDORTHENTS—URBAN LAND COMPLEX(2 TO 50 PERCENT)
SIGN \ \ k
\ \ G8 3 53 LIM
\ \ RIM;21T
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INV o
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Vertical Scale:
N/A
Horizontal Scale:
1" = 30'
Commission Number:
3762
Sheet No.:
CIO

N� 0
SID #2
54 LF 15" CLASS IV
RCP ® 0.5% WITH
FLARED END SECTIONS In
INV IN = 2144.5
INV OUT = 2144.8
o
EXCAVATE BASIN FLOOR;;;;;;
TO ESTABLISH MIN 4000;;;;;;;;;;;
SF OF SURFACE AREA AT.'ss%i%;;;%
AN ELEVATION OF
R�
CLASS II RIP RAP OUTLET
PROTECTION APRON. SEE
DETAIL SHEET C11A FOR
DIMENSIONS.
I SD #3
58 LF 15" HDPE ® 35.8%
WITH FLARED END SECTION
/ INV IN = 2166.0
k INV OUT = 2144.5
/ o EMERGENCY SPILLWAY
5' WIDE. 8' LONG p� /
I ELEV 2170.0. k�
PRECAST CONCRETE _ 1
OUTLET STRUCT. - -
1 0
INSTALL FESCUE SOD
FOR BASIN PER
DETAIL SHEET C11A.
01 o
9
N I I
II I I x,90 8 a
I °
CONTRACTOR SHALL EXCAVATE
BASIN FLOOR TO ESTABLISH
3.0' DEEP BIORETENTION I
CELL VOLUME AND BACKFILL I
WITH MEDIA PER DETAIL ON
SHEET C11A I
rno I I No
p h
II I
N CNN
DITCH 3 I 0 N
SEE PROFILE N
SHEET C 10A. J I
I I 2180 I DITCH #2
/ I SEE PROFILE
p I SHEET C10A.
II / J ` 5
o I (2) 230 LF +/- EA OF
= cn I I I N 4" PVC PERF UNDERDRAIN
m I I PIPE W/ FILTER SOCK. \
U, LU N \ SEE DETAIL SHEET C11A. \
m o
I
p cn I I 0 00.00 \ \
U I 27so I N ��
I o\ 0 0
I N " INSTALL PERMANENT
m I GRASS REINFORCED
Z \ DITCH LINER IN ALL
I 5 �
INSTALL ROW OF SILT N °�
` \ DITCHES.
FENCE AND INLET ; \ ` x'90
PROTECTION PRIOR TO AND o I \
DURING CONSTRUCTION OF P 3+50.0
BIO -RETENTION BASIN \ \
DITCH #1
SEE PROFILE
2206
CO
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200�2�
220E
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RIM 2203.
055
T° JTPIN
s,
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL NECESSARY PERMITS PRIOR TO ANY LAND DISTURBING ACTIVITIES.
2. ESTABLISH ALL SILT FENCING AND EROSION CONTROL MEASURES PRIOR TO
CONSTRUCTION.
3. COMPLETE ALL LAND DISTURBING ACTIVES.
4. STABILIZE SITE WITH PERMANENT GROUND COVER.
5. PLACE UNDER DRAIN AND BIO -RETENTION MEDIA ONLY AFTER SITE IS
COMPLETELY STABILIZED.
PERMITTING NOTES:
•r�
1. THIS PROJECT DOES NOT
HAVE ANY PLANNING IMPACTS TO KNOWN WETLANDS OR
STREAMS ON-SITE. ANY IMPACTS TO WETLANDS OR STREAMS SHALL BE PERMITTED
PRIOR TO I M PACT.
2. THE CONTRACTOR SHOULD NOT IMPACT ANY EXISTING STREAMS AND MAKE EVERY
EFFORT TO ENSURE THE
INTEGRITY OF THE EXISTING STREAMS.
3. THIS PROJECT REQUIRES
DRIVEWAY PERMIT APPROVAL FROM NCDOT.
4. THIS PROJECT REQUIRES
A STORMWATER PERMIT FROM NCDEQ.
5. THIS PROJECT REQUIRES
A SEDIMENT AND EROSION CONTROL PERMIT FROM
NCDEQ.
Q
o
6. ALL NECESSARY PERMITS
SHALL BE ACQUIRED PRIOR TO ANY LAND DISTURBING
ACTIVITIES.
J
7. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN
ZONE "X" AS DEFINED BY FEMA F.I.R.M. COMMUNITY
PANEL# 3700974300 J DATED JANUARY 6, 2010.
BID ALTERNATE #3
PROVIDE SOD FOR ALL
DISTURBED AREAS IN LIEU
OF SEEDING.
BID ALTERNATE #4
DEDUCT ALL PAVING AND
STRIPING FROM BASE BID
1)
II
°"M� ° P ?"° SHEET C 10A.
0 1SD
I I co 57 LF 18" HDPE WITH ® 4.4% �X
II
WITH FLARED END SECTIONS
N INV IN = 2171.5 X
27 INV OUT = 2169.0 \ \
60 (2) 4" PVC TEE \ X X \ \
& CLEAN OUT \ 12 DIA. PRE-TREATMENT \ 56
x \ WITH CAP FORE BAY. SEE DETAIL G3M,2j9321g1 \
x x SHEET C11A. \ \ RNA °��
±1572 SF LIMITS OF sx \\\ \ \\2 5MN 9.36 X\ \\
BIORETENTION MEDIA '5" /-VC s 5 '908�
� \ 5
90.5 P \
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l l \ \ BUNC pM NG 2 X80 \ \ \ N X
I I 1 l \ \ V BE SCHOOL Rp 6 \ 655 \
SII 11 � 4R� \ /�
NII 1 1OL
STORM PIPE SCHEDULE
-_ �i PIPE ID MATERIAL SIZE 0 LENGTH INV. IN INV. OUT SLOPE FF CAP(CFS) 25 -
YR FLOW(CFS) VELOCITY(FPS) II �1M? 2 65'5 - _
�� SD# 1 HDPE 18" 57' 2171.5' 2169.0' 4.4% 22.0 7.8 11.4
�' NV IN a 5 ,21552'6 �d 8„CMP - _ e ° SD#2 CL -IV RCP 15" 54' 2144.8' 2144.5' 0.56% 5.7 0.7 3.1
SD#3 HDPE 15" 58' 2166.0' 2144.5' 37.1% 39.3 7.3 24.5
°p8
215
G�
219 STORM STRUCTURE SCHEDULE
50 GF
�d
2.,
G5 PES
STIR ID MATERIAL SIZE DETAIL GRATE INV. OUT
R1o�1 IZ �o BIO -OUTLET CONC 36" 840.14 2169.5' 2166.0'
N 5
G
R1oU
V
LEGEND
EXISTING MINOR CONTOUR
2190 EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
2190 PROPOSED MAJOR CONTOUR
--------- PROPOSED CL DITCH
GRASS DITCH MATTING
DEVELOPMENT DATA
OWNER RESPONSIBLE FOR EROSION AND SEDIMENT
[�Z�I►�I:��]��ly_1;��1:��y�1�1:�1�[�Z�Z�]����:��l�l[�]��
TIM FIERLE
BUNCOMBE COUNTY BOARD OF EDUCATION
175 BINGHAM ROAD
ASHEVILLE, NC 28806
828-255-5921
CIVIL ENGINEER:
MATTERN & CRAIG
12 BROAD STREET
ASHEVILLE, NC 28801
828-254-2201
SURVEYOR:
MCABEE & ASSOCIATES, P.A.
3 MCABEE TRAIL
FAIRVIEW NC, 28730
828-628-1295
PIN: 9743-44-1042
DB 717 PG 626
ZONING: R-3 RESIDENTIAL
ACREAGE OF SITE: 28.95 AC
LIMITS OF DISTURBANCE: 2.45 AC
PRE -DEVELOPMENT IMPERVIOUS: (34.9%)
POST -DEVELOPMENT IMPERVIOUS: (45.7%)
THE SITE CONSISTS OF THE FOLLOWING SOILS (SOILS WERE TAKEN
FROM THE USDA ONLINE GIS SOIL MAP):
CLIFTON CLAY LOAM (CLAY LOAM)
UDORTHENTS, LOAMY (SANDY CLAY LOAM)
UDORTHENTS-URBAN LAND COMPLEX(2 TO 50 PERCENT)
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Vertical Scale:
N/A
Horizontal Scale:
1" = 20'
Commission Number:
3762
Sheet No.:
C11
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Vertical Scale:
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Horizontal Scale:
1" = 20'
Commission Number:
3762
Sheet No.:
C11

SIDE SLOPES ABOVE MEDIA 2:1 MAX
RIP -RAP LINED EMERGENCY
4' SOLID WALL SPILLWAY ELEVATION = 2170.0
PRECAST DRAINAGE 5' WIDE )( SIDE SLOPES 8' LONG
STRUCTURE GRASS SHALL BE FESCUE SOD AND TO EXISTING GROUND.
WITH GRATED INLET TOP OF BERM BIORETENTION
NCDOT STD 840.14 BASIN #1 = 2171.0
RIM = 2169.5
WASHED FREE OF ANY CLAY
MATERIAL OR GROWN IN
CLAY FREE SOIL
PRIMARY OUTLET 15" HDPE PIPE
SD3-INV OUT 2166.0
DISCHARGE TO RIP RAP OUTLET
6" PONDING DEPTH
TOP OF RIP -RAP WEIR = 2161.0
2'WIDE
WATER TIGHT DRAIN
UTS_ TYPICAL AT AL
l ur ur I - ILL MLUTA = L I MIX
e rr rr rr rr rr rr rr rr � rr� rr� rr� rr� rr� rrJ
J rr rr rr rr rr rr rr rr rr 24" BIORETENTION MEDIA; r
rr rr rr rr rr rr rr rr rr 85-881 SAND, 8-12% FINES,/) r
r rrr rrr rrr rrr rrr rrr rrr rrr rrr 3-5% ORGANICS, r rrr
J rr rr rr rr rrr rrr rrr R&) T�M � OF F 1 I � M��I A = 16 Or " rr r�
12" WEIR HEIGHT
12" RIPRAP DEPTH
r
r
PRETREATMENT FOREBAY AND
ENERGY DISSIPATER WEIR SHAPED
FROM RIP RAP - 12' DIAMETER
INV. OUT SD1 = 2169.0
FLARED END SECTION
iIIII�IIII,;,lll
11`f 11 111 i I II i IIiiiiiI i I 111 I I 1 111 I � IN SITU SOIL
1 11 11 11 11 11 1 11 11iiiiiiiiiiiiiiii IIIIIIIIIII 1 11 11 11 11 11 11
111 111 IIIIII=III- BOTTOM of EXCAVATION = 2166.0=1 III111111111
I I 1 1 I 1 1 I L11 _ 1 111 111=111=111 11=111 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I III III 11 1 I 1 1 I 1 1 I 1 1 I 1 1 INSTALL MIRAFI 7oox
4" UNDERDRAIN DISCHARGE IIIIIIIIIIIIIIIIII=III= 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=11111 1IIIIIIIIIIII=1111 FILTER FABIC UNDER
INV. ELEV - 2166.25 SEASONAL HIGH WATER TABLE = BELOW 2164 PER USGS SOILS DATA 4" WASHED SAND RIPRAP APRON
4" PERFORATED SCH 40 PVC PIPE MIRAFI 70OX OR EQUAL FILTER FABRIC
6" THICK CONCRETE BALLAST EXTENDING UNDER DRAIN INSTALLED LEVEL 8" WASHED #57 STONE
6" FROM ALL SIDES OF OUTLET
STRUCTURE. WITHIN 8" #57 STONE LAYER
NOTES:
1. UPON COMPLETION OF ALL LAND DISTURBING ACTIVITIES. THE SITE SHOULD BE STABILIZED WITH PERMANENT
GROUND COVER AS SOON AS POSSIBLE.
2. WASHED SAND, #57 STONE, UNDERDRAIN, BIORETENTION MEDIA, OR SOD SHALL NOT BE INSTALL UNTIL THE
SITE IS FULLY STABILIZED WITH PERMANENT GROUND COVER.
3. GRATE OPENING SHALL BE PROTECTED AND NOT ALLOW ENTRY OF STORM WATER RUNOFF UNTIL SITE IS
FULLY STABILIZED.
4. REMOVE ANY BUILT UP SEDIMENT FROM BASIN PRIOR TO INSTALLING #57 STONE.
STORMWATER MANAGEMENT CALCULATIONS: 5. ANY DEVIATIONS FROM THIS CONSTRUCTION SCHEDULE WHICH RESULTS IN COMPROMISING ANY BIORETENTION
COMPONENTS OR RECEIVING STREAM SHALL BE BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY.
PRE -DEVELOPMENT / EXISTING CONDITIONS 6. PVC UNDERDRAIN PIPES SHALL BE 4" WITH MINIMUM OF 4 ROWS OF PERFORATIONS PROVIDED AROUND THE
INFLOW AREA :6.87 AC DIAMETER OF THE PIPE AND THE PERFORATIONS SHALL BE PLACED 6" ON CENTER WITHIN EACH ROW FOR THE ENTIRE
PERCENT IMPERVIOUS = 34.9% LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE %" IN DIAMETER.
PREDOMINANT HSG = B WITH SOME C 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF PROPOSED BIORETENTION MEDIA MIX PRIOR TO INSTALLING.
8. MINIMUM INFILTRATION RATE OF THE BIORETENTION MEDIA SHALL BE 1.5"/HOUR.
PEAK RUNOFF (BY SCS) IN CFS: PROFILE - BIORETENTION DETENTION BASIN
2 -YEAR 24-HOUR STORM (2.61") = 11.25 NOT TO SCALE
10 -YEAR 24-HOUR STORM (3.72") = 20.77
POST -DEVELOPMENT / PROPOSED CONDITIONS
INFLOW AREA :6.83 AC
PERCENT IMPERVIOUS = 45.7% Pipe Outlet to Flat Area -
PREDOMINANT HSG = B WITH SOME C No Well-defined Channel
PEAK RUNOFF (BY SCS) IN CFS: 3d
2 -YEAR 24-HOUR STORM (2.61") = 10.26 A ---
10 -YEAR 24-HOUR STORM (3.72") = 17.74 dam_
ll
REDUCTION DUE TO BIO BASIN
Plan
CONSTRUCTION SEQUENCE:
1. OBTAIN ALL NECESSARY PERMITS PRIOR TO ANY LAND DISTURBING ACTIVITIES.
2. ESTABLISH ALL SILT FENCING AND EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
3. COMPLETE ALL LAND DISTURBING ACTIVES.
4. STABILIZE SITE WITH PERMANENT GROUND COVER.
5. PLACE UNDER DRAIN AND BIO -RETENTION MEDIA ONLY AFTER SITE IS COMPLETELY
STABILIZED.
PERMITTING NOTES:
1. THIS PROJECT DOES NOT HAVE ANY PLANNING IMPACTS TO KNOWN WETLANDS OR STREAMS
ON-SITE. ANY IMPACTS TO WETLANDS OR STREAMS SHALL BE PERMITTED PRIOR TO
IMPACT.
2. THE CONTRACTOR SHOULD NOT IMPACT ANY EXISTING STREAMS AND MAKE EVERY
EFFORT TO ENSURE THE INTEGRITY OF THE EXISTING STREAMS.
3. THIS PROJECT REQUIRES DRIVEWAY PERMIT APPROVAL FROM NCDOT.
4. THIS PROJECT REQUIRES A STORMWATER PERMIT FROM NCDEQ.
5. THIS PROJECT REQUIRES A SEDIMENT AND EROSION CONTROL PERMIT FROM NCDEQ.
6. ALL NECESSARY PERMITS SHALL BE ACQUIRED PRIOR TO ANY LAND DISTURBING ACTIVITIES.
7. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD
ZONE. IT IS LOCATED IN ZONE "X" AS DEFINED BY FEMA F.I.R.M. COMMUNITY
PANEL# 3700974300 J DATED JANUARY 6, 2010.
T�Irwwmi� La
. 0�.;'-Lil I=
Section .. blanket
Outlet Stabilization Design Summary
Outlet
Protection SD#1
Outlet
Protection SD#2
Oulet
Protection SD#3
Flowrate (cfs)-10YR 6.30
0.47
4.03
Velocity (fps)-10YR 10.7
2.8
20.5
Apron Length (ft) 9.5
NA
8.0
Upstream Apron Width (ft) 4.5
NA
3.8
Downstream Apron Width (ft) 11.0
NA
9.3
d50 (ft) 0.5
NA
1
dmax (ft) 0.75
NA
1.5
Apron Thickness (ft) 1.13
NA
2.25
Notes
1. La is the length of the riprap
apron.
2. d =1.5 times the maximum
stone diameter but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
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.
OUTLET PROTECTION
NOT TO SCALE
�l�I:�►�JI1���P.I��1T1�
PIPE ID MATERIAL SIZE 0
SD#1 HDPE 18"
SD#2 CL -IV RCP 15"
SD#3 HDPE 15"
STORM STRUCTURE SCHEDULE
STR ID MATERIAL SIZE
BIO -OUTLET CONC 36"
8'MIN.
FLOW
-IIIIIIIIIIIII.- FLOW
2
N
MAT AND SEED CHANNELS _/ ' '
AFTER DIGGING DITCH NATURAL GROUND LINE
INSTALL PERMANENT DITCH STABILIZATION
MATTING CAPABLE OF RESISTING SCOUR
VELOCITIES EXCEEDING 8 FPS IN ALL GRASS
LINED DITCHES AND SWALES TO AID IN
STABILIZATION. CONSTACTOR SHALL SUBMIT
SHOP DRAWINGS ON PROPOSED DITCH LINER
TO ENGINEER FOR APPROVAL.
PERMANENT GRASS LINED DITCHES
NOT TO SCALE
3d
A PIPE OUTLET CONDITIONS A
SECTION A -A
La
1 0%>_
FILTER CLOTH
PIPE OUTLET TO
FLAT AREA WITH
NO DEFINED
CHANNEL
9 a -d
KEY IN 6"-9";
RECOMMEND FOR ENTIRE
PERIMETER
PE OUTLET TO
-LL DEFINED
SAN N EL
- -4-
d
N 6"-9
LV L/IV IV LND
I\FOR ENTIRE
NOTES: 1. APRON LINING MAY BE RIPRAP, PERIMETER
GROUTED RIPRAP GABION BASKET OR CONCRETE.
2. La IS CALCULATED USING PLATES 3.18-3 & 3.18-4
3. d=1.5 TIMES MAX STONE DIAM, BUT NOT LESS THAN 6".
4500 Mattern & Craig
CONSULTING ENGINEERS - SURVEYORS
OUTLET PROTECTION
DETAIL
NUMBER
MC EC -10
LENGTH
INV. IN
INV. OUT
SLOPE
FF CAP(CFS)
25 -YR FLOW(CFS)
VELOCITY(FPS)
57'
2171.5'
2169.0'
4.4%
22.0
7.8
11.4
54'
2144.8'
2144.5'
0.56%
5.7
0.7
3.1
58'
2166.0'
2144.5'
37.1%
39.3
7.3
24.5
DETAIL GRATE INV. OUT
840.14 2169.5' 2166.0'
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