20150697 Ver 1_More Info Received_20150914 (2)

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ANHOLE RIM FOUND 5/8" IRON ROD-
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NVERT IN = 477.9' 8" PVC 5
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FIFE: 496.3' I I/ 6 A.B.C. DRIVEWAY I I 0 a LOT 4 \ \ p= I \
DRIVEWAY ` I I \ C6 �
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I I I I \ I = v Q MARGARET ROBINSON \
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PIN II 4 \
10' II I I I I \ Q I PLAT BOOK 154, PAGE 82
10' 10, LI I UNIT 3A UNIT 3B \ 1
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MILDRED RHODES LYTLE I _
DEED BOOK 2476. PAGE 12 FOUND 5/8" IRON RODS S 85 °00'29" E 74.79'
PIN 0619.06-38.5828 I N/F
LOT 10, BLOCK 3 MILDRED RHODES LYTLE I N/F DOROTHYFGIBSON \ S 84`42'34" E 74.98' - - S71 Ak Ak
PLAT BOOK 154. PAGE 106 DEED BOOK 2476, PAGE 12 ZACHARY D. BELL AND WIFE, I DEED BOOK 1749, PAGE 478 FOUND 5/8" IRON ROD /5/ \
PIN 0619-06-38.6807
I MARY BELL I PIN 0619-06-38.7845 I W/ "HIGH COUNTRY" CAP � �SF \
LOT 12, BLOCK 3 DEED BOOK 2549, PAGE 746 LOT 16, BLOCK 3 FOUND 5/8" IRON ROD eIQ \
PLAT BOOK 154, PAGE 106 FOUND 1/2" IRON ROD
PIN 0619.06-38-6876 PLAT BOOK 154. PAGE 106 W/ "HIGH COUNTRY" CAP I � � � N('y � 36 \
I 5.0' WEST ON LINE LOT 14, BLOCK 3 W. CORNER _
PLAT BOOK 154. PAGE 106 LOT 54 BLOCK 3 _� CMP
FOUND 6" LOCUST POST PB. 154, PG. 106 _
N/F
JUNIOR HORACE WRIGHT AND WIFE, t„ \
I DORIS GIBSON WRIGHT v \
I I DEED BOOK 2560, PAGE 443
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PIN 0619-06-38-8825 0 � +� +� +� +h S \
I LOT 18, BLOCK 3 z \
PLAT BOOK 154, PAGE 106
CONSTRUCTION NOTES:
1. The drawings and specifications are intended to cover a complete project, ready to
use, and all items necessary for a complete and workable job shall be furnished and
installed. Any discrepancy shall be immediately reported to the owner or his
representative.
2. All work shall comply with all applicable local, state, and federal codes. The
contractor. at his expense shall obtain all necessary licenses and permits, unless
already obtained by the owner.
3. The contractor shall coordinate location and installation of all underground utilities
and appurtenances to minimize disturbing curbing, paving and all other utilities.
4. The existing utilities shown are for the contractor's convenience only. There may be
other utilities not shown on these drawings. The utilities shown are based on the
best available information and surface evidence where available. The engineer
assumes no responsibility for the location of the utilities shown. It shall be the
contractor's responsibility to verify the locations of all utilities within the limits of
work. All damage made to existing utilities by the contractor shall be the sole
responsibility of the contractor.
5. Deviations from these plans and specifications without prior consent of the engineer
and the municipality may be cause for the work to be unacceptable.
6. All materials shall be new unless used or salvaged materials are authorized by the
owner.
7. The contractor shall furnish and maintain all necessary barricades around the work
and shall provide protection against water damage and soil erosion.
8. All work shall be performed in a finished and workmanlike manner to the entire
satisfaction of the owner, and in accordance with the best-recognized trade practices.
9. The contractor shall provide sheeting and shoring for all trench construction in
accordance with OSHA guidelines.
10. All pipe lengths shown are to the centerline of the structures unless specifically
noted.
11. Pipes (storm and sanitary sewer) shall be laid on smooth, continuous grades with no
visible bends at the joints.
12. Bedding requirements specified herein are to be considered as minimum required for
relatively dry stable earth conditions. Additional bedding shall be required for rock
trenches to provide such additional bedding as required to properly construct work.
13. All storm drainage inlet structures shall have metal ring and cover for access.
14. All angles shown are 90 degrees unless shown otherwise.
15. All grades shown are finished grades. Contractor shall verify dimensions, grades, and
existing elevations prior to construction.
16. Concrete curbs shall be constructed in accordance with the details shown on plans.
Materials, equipment, methods of construction and workmanship shall conform to
state D.O.T. standard specifications.
17. All concrete shall have 3000-PSI compressive strength after 28 days, with a maximum
slump of four (4) inches, unless specified otherwise.
18. All exposed concrete shall have a fine hair broomed finish.
19. Parking and driveway base course and asphaltic concrete surface and prime
materials, equipment, methods for construction and workmanship shall conform to
state D.O.T. standard specifications.
20.Contractor to field verify all storm, sanitary, water and other utilities locations and
inverts prior to installation of an utilities. Notify engineer prior to proceeding with
any work if discrepancies found.
21. All dimensions are measured to the face of curb unless otherwise noted.
PROJECT NOTES:
OWNER/DEVELOPER:
B Cubed Group, LLC
108 View Street #2
Black Mountain, NC 28711
T: 828 - 669 -0386
CONTACT: Ms. Kerry Barretta
ENGINEER:
r�ry Engineering, PC (C -3347)
6 Alclare Drive
Asheville, North Carolina 28804
T-828 -231 -9380
Contact: Michael R. Goforth, PE
Email: mgoforth @hcepc.net
1. Property located at Sixth Street in the Town of Black Mountain, Buncombe County, North Carolina.
2. PINS: 0619 -39 -8076, 0619 -39 -7068, 0619 -39 -6098, 0619 -39 -6038
3. Zoning: UR -8.
4. Building Setbacks & Buffers:
Front- 20 Feet
Side- 10 Feet
Rear- 15 Feet
5. Proposed use is 3 single family homes and one 2 -unit duplex. Proposed building height 24'. Total
density is 4.3 units per acre.
6. Total tract contains 1.16 acres /disturbed area= 0.64 acres ±.
7. Impervious Calculations:
Total Tract Area: 1.16 acres
Impervious Surface Area: 0.29 acres
Percent Impervious: 25%
8. Boundary and topographical information obtained from survey by Keith R. Sanders, PLS (L- 4379),
Dated October 28, 2007.
9. Vertical datum for topography is assumed based on survey.
10. Contour interval is 2 feet.
11. This property is shown on F. I. R.M. panel number 3710061900J, dated January 6, 2010 and portions
of the site are located within a special flood hazard zone 'X" or 'AE"
12. The location of underground utilities shown is approximate based on surface field evidence and
information supplied by utility agencies. The survey makes no certification as to the completeness of
the locations shown heron. Appropriate utility companies should be contacted for verification of
locations prior to any construction activity.
13. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures
prior to commencement of storm and sanitary sewer construction.
14. Contractor shall notify the engineer and owner /developer of any information found in the field that is
different from what is shown on these design plans.
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IF YOU DIG
NORTH CAROLINA
CALL US FIRST!
811 20' 10' 0 20' 40' 60'
N.C. ONE CALL CENTER
IT'S THE LAW!
GRAPHIC SCALE
SCALE 1" = 20'
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FIFE: 496.3' I I/ 6 A.B.C. DRIVEWAY I I 0 a LOT 4 \ \ p= I \
DRIVEWAY ` I I \ C6 �
a N/F \
I I I I \ I = v Q MARGARET ROBINSON \
■ I ��
�� DEED BOOK 1919, PAGE 146 �
PIN II 4 \
10' II I I I I \ Q I PLAT BOOK 154, PAGE 82
10' 10, LI I UNIT 3A UNIT 3B \ 1
0 6R I \ o
� 32' 101 I � 2-STORY HOUSE 2-STORY HOUSE I � - _ _ � - ' � � Az \ :, .o �°-� \
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UNIT 2 I 10 FIFE: 484.0' FIFE: 484.0' I I _ - - - - ,.. �.t � �.. A, A, A, A, ,k y 0� \
i' 2-STORY HOUSE I i 1Q' I 10' I O v
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LOT 1 I I LOT 2 I I o I I 441 \ �s \ \
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G � wviewa,.� MAGNETIC
LOCATION MAP
J N 'n
L oI I I UNIT 4 I I \
_ I I I I °� I 2-STORY HOUSE I I \
FIFE: 480.2'
- �n
FOUND 5/8" IRON ROD__------
OD S85 °5T44"E 75,00' I \
W/ L-4379 CAP -_ _ A I AL AL AL +4 AL A \
I \
S 85 °00'29" E 75.21'
N/F
MILDRED RHODES LYTLE I _
DEED BOOK 2476. PAGE 12 FOUND 5/8" IRON RODS S 85 °00'29" E 74.79'
PIN 0619.06-38.5828 I N/F
LOT 10, BLOCK 3 MILDRED RHODES LYTLE I N/F DOROTHYFGIBSON \ S 84`42'34" E 74.98' - - S71 Ak Ak
PLAT BOOK 154. PAGE 106 DEED BOOK 2476, PAGE 12 ZACHARY D. BELL AND WIFE, I DEED BOOK 1749, PAGE 478 FOUND 5/8" IRON ROD /5/ \
PIN 0619-06-38.6807
I MARY BELL I PIN 0619-06-38.7845 I W/ "HIGH COUNTRY" CAP � �SF \
LOT 12, BLOCK 3 DEED BOOK 2549, PAGE 746 LOT 16, BLOCK 3 FOUND 5/8" IRON ROD eIQ \
PLAT BOOK 154, PAGE 106 FOUND 1/2" IRON ROD
PIN 0619.06-38-6876 PLAT BOOK 154. PAGE 106 W/ "HIGH COUNTRY" CAP I � � � N('y � 36 \
I 5.0' WEST ON LINE LOT 14, BLOCK 3 W. CORNER _
PLAT BOOK 154. PAGE 106 LOT 54 BLOCK 3 _� CMP
FOUND 6" LOCUST POST PB. 154, PG. 106 _
N/F
JUNIOR HORACE WRIGHT AND WIFE, t„ \
I DORIS GIBSON WRIGHT v \
I I DEED BOOK 2560, PAGE 443
rn
PIN 0619-06-38-8825 0 � +� +� +� +h S \
I LOT 18, BLOCK 3 z \
PLAT BOOK 154, PAGE 106
CONSTRUCTION NOTES:
1. The drawings and specifications are intended to cover a complete project, ready to
use, and all items necessary for a complete and workable job shall be furnished and
installed. Any discrepancy shall be immediately reported to the owner or his
representative.
2. All work shall comply with all applicable local, state, and federal codes. The
contractor. at his expense shall obtain all necessary licenses and permits, unless
already obtained by the owner.
3. The contractor shall coordinate location and installation of all underground utilities
and appurtenances to minimize disturbing curbing, paving and all other utilities.
4. The existing utilities shown are for the contractor's convenience only. There may be
other utilities not shown on these drawings. The utilities shown are based on the
best available information and surface evidence where available. The engineer
assumes no responsibility for the location of the utilities shown. It shall be the
contractor's responsibility to verify the locations of all utilities within the limits of
work. All damage made to existing utilities by the contractor shall be the sole
responsibility of the contractor.
5. Deviations from these plans and specifications without prior consent of the engineer
and the municipality may be cause for the work to be unacceptable.
6. All materials shall be new unless used or salvaged materials are authorized by the
owner.
7. The contractor shall furnish and maintain all necessary barricades around the work
and shall provide protection against water damage and soil erosion.
8. All work shall be performed in a finished and workmanlike manner to the entire
satisfaction of the owner, and in accordance with the best-recognized trade practices.
9. The contractor shall provide sheeting and shoring for all trench construction in
accordance with OSHA guidelines.
10. All pipe lengths shown are to the centerline of the structures unless specifically
noted.
11. Pipes (storm and sanitary sewer) shall be laid on smooth, continuous grades with no
visible bends at the joints.
12. Bedding requirements specified herein are to be considered as minimum required for
relatively dry stable earth conditions. Additional bedding shall be required for rock
trenches to provide such additional bedding as required to properly construct work.
13. All storm drainage inlet structures shall have metal ring and cover for access.
14. All angles shown are 90 degrees unless shown otherwise.
15. All grades shown are finished grades. Contractor shall verify dimensions, grades, and
existing elevations prior to construction.
16. Concrete curbs shall be constructed in accordance with the details shown on plans.
Materials, equipment, methods of construction and workmanship shall conform to
state D.O.T. standard specifications.
17. All concrete shall have 3000-PSI compressive strength after 28 days, with a maximum
slump of four (4) inches, unless specified otherwise.
18. All exposed concrete shall have a fine hair broomed finish.
19. Parking and driveway base course and asphaltic concrete surface and prime
materials, equipment, methods for construction and workmanship shall conform to
state D.O.T. standard specifications.
20.Contractor to field verify all storm, sanitary, water and other utilities locations and
inverts prior to installation of an utilities. Notify engineer prior to proceeding with
any work if discrepancies found.
21. All dimensions are measured to the face of curb unless otherwise noted.
PROJECT NOTES:
OWNER/DEVELOPER:
B Cubed Group, LLC
108 View Street #2
Black Mountain, NC 28711
T: 828 - 669 -0386
CONTACT: Ms. Kerry Barretta
ENGINEER:
r�ry Engineering, PC (C -3347)
6 Alclare Drive
Asheville, North Carolina 28804
T-828 -231 -9380
Contact: Michael R. Goforth, PE
Email: mgoforth @hcepc.net
1. Property located at Sixth Street in the Town of Black Mountain, Buncombe County, North Carolina.
2. PINS: 0619 -39 -8076, 0619 -39 -7068, 0619 -39 -6098, 0619 -39 -6038
3. Zoning: UR -8.
4. Building Setbacks & Buffers:
Front- 20 Feet
Side- 10 Feet
Rear- 15 Feet
5. Proposed use is 3 single family homes and one 2 -unit duplex. Proposed building height 24'. Total
density is 4.3 units per acre.
6. Total tract contains 1.16 acres /disturbed area= 0.64 acres ±.
7. Impervious Calculations:
Total Tract Area: 1.16 acres
Impervious Surface Area: 0.29 acres
Percent Impervious: 25%
8. Boundary and topographical information obtained from survey by Keith R. Sanders, PLS (L- 4379),
Dated October 28, 2007.
9. Vertical datum for topography is assumed based on survey.
10. Contour interval is 2 feet.
11. This property is shown on F. I. R.M. panel number 3710061900J, dated January 6, 2010 and portions
of the site are located within a special flood hazard zone 'X" or 'AE"
12. The location of underground utilities shown is approximate based on surface field evidence and
information supplied by utility agencies. The survey makes no certification as to the completeness of
the locations shown heron. Appropriate utility companies should be contacted for verification of
locations prior to any construction activity.
13. The contractor shall verify the invert elevations of all existing storm and sanitary sewer structures
prior to commencement of storm and sanitary sewer construction.
14. Contractor shall notify the engineer and owner /developer of any information found in the field that is
different from what is shown on these design plans.
I
I
FOUND 3/4" IRON ROD
N86 °00'00 "W
At
39
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S
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140.00'
FOUND 5/8" IRON ROD
W/ L•4379 CAP
FOUND 5/8" IRON ROD
2.1'S.. 05E.
IF YOU DIG
NORTH CAROLINA
CALL US FIRST!
811 20' 10' 0 20' 40' 60'
N.C. ONE CALL CENTER
IT'S THE LAW!
GRAPHIC SCALE
SCALE 1" = 20'
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6th Street
Development
B Cubed Group, LLC
Town of Black Mountain
Buncombe County, NC
SHEET TITLE:
SITE PLAN
PROJECT NO. SHEET NO.
BCG001 C_1
DATE:
9/8/2015
Of 3
REV. C ISSUE 2
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/-HEADWALL WITHOUT APRON
FOUND 5/8" IRON ROD -INV. HDPE - 21 LF I DRAWINGS FOR APPROVAL HOP I W
W/ L-4379 CAP INV. IN: 483.5' 15 "0 HDPE 18 LF INV. IN: 479.5' I U
INV. DOWN: 482.0' INV. IN: 481.1' N/F I a � c-) M 0
FIELD VERIFY INVERT IN TO MATCH INV. DOWN: 481.0' ANNIE BARTLETT � Cn C)
/ I BOTTOM OF WETLANDS FIELD VERIFY INVERT IN TO DEED BOOK 613, PAGE 82 O
ANHOLE RIM FOUND 5 /8" IRON ROD- C7 N In
MATCH BOTTOM OF WETLANDS ASSUMED TOP ELEV. = 483.1' LOT 21, BLOCK 2 15 "0 HDPE W/ L-4379 CAP z W M c6
INVERT IN = 477.9' 8" PVC PLAT BOOK 154, PAGE 106 31 LF Q N M
OUND 5 /u" \ I ESTATE FILE 089E, PAGE 21 z
INVERT OUT (SE) = 477.8' 8" PVC INV. IN: 476.0' Q �
o IRON ROD INVERT IN (N) - n' a,,r 48 "0 HDPE INV. DOWN: 475.7' W J J N CO
U o= -15 "0 HDPE I 27 LF PROVIDE PUMP AROUND AS I \ Z U Q a0 CM
16 LF INV. IN: 479.5' SHOWN ON DETAIL J
INV. DOWN: 479.2' BURY PIPE INVERT MIN. 3.0" 1 \ \ 3 Q �
N - _ INV. IN: 479.3' PROVIDE PUMP AROUND AS W Z Q Ms r`
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OPT � y 8'SS - � I 1� , CONTRACTOR TO SUBMIT SHOP � - �"' � � � � i � ♦ � ` \ IIJ J
1 � _ _ _ _ _ a l / J �y DRAWINGS FOR APPROVAL X. WATERLINE / - - - __ / `
\ - - -- - o INV. IN: - - -�
` 4iiT _ ' /" _ _ - - -� - / OPT =_.� asp w / � , �I _0 W Ii
LOT #1 1 ♦ "' o - _ /J _ -_ - - - - - _ - - - - -- \ - o 4 \ a \ = 2
CONTROL '� .1 N8675.004 W / / \ - \� - -- - - -� ^' / a , \ 1 //I OUND NAIL & L-4379 D.- a z
1
OUTLET - _ _ _ I p
STRUCTURE I �( I I♦ - \ - - - -- Q
I / /� ' ♦ s N85 °40'59 "� - - - _ ■
18 "x18" BOX &GRATE 1 \ ,+ I i 222.58'
TOP: 491.0 y.. ' ` `♦ \ I - - - - `� \ \\x \ \\ \1111111111//// / ///
INVERT: 489.0 / a =r�� _ _ _ - -
1 SWALE �.�. r i 1 -`' \ ♦ ♦ `„ +� _ \ / \ C A
LIMIT OF DISTURBANCE I N \ I I I \ \� R 0 ss
WNW' BOX & GRATE \� 1 \ I 36 "0 HDPE i ' 9c arc a� '�' ♦ 884 °42'34 "E aL ��
TOP: 494.2 It I `� 1 • ft 1 GRATE BOX & - - - - -/ 1\ I I \ 27 LF I I 31.26' \ _ "�3
INVERT: 492.2 I ♦ / I INV. IN: 478.0' \ p \
1 1 TOP: 485.8 , 1 I ` \ INV. DOWN: 477.7 I `--FOUND 5/8" IRON ROD -- _
IS "x18" BOX &GRATE ♦ I INVERT: 483.8 / 1 \ 1 Q PROVIDE PUMP AROUND AS 1 W/ L-4379 CAP -
TOP: 495.2 / ''' G'
- OT #2 1 _ \ I BURY PIPE INVERT MI1� 7 Q
INVERT: 494.0 494 I ♦I J i - ' I 1 482\ \ 1 1 I S\H WN-O �DETAI� \ �) ar I a� ,<
OUTLET
CONTROL I 1 II \ \ 1 LIMIT OF /'S
95.3 � STRUCTURE 1 \ \ DISTURBANCE I \ - - - - - - _ \ ' / / 0/111111,1111\\
1 95.2 I 1 LIMIT OF 1 83.6 / 83.5 \I� I I ` -
1 I DISTURBANCE 1 \ I / \ ac �
EX. HOUSE I I / \
18 "x18" BOX i I \ j� 1 I / \/ p
� \ I
FINISHED GRADE
MAX 2:1
MANHOLE COVER
ELEV: A'
PRECAST
MONOLITHIC BASE \ _
F INSIDE DIMENSION /
48 a `♦ TOP: 488.21 I ` \ !♦ \\
96.2 96.2 \ERT' 4812 I ♦♦ \ I 78.1 I I \ ogos DRIVE
. 1 83.9 ♦ \ I I 1
83.9 \ -\ \ � I � 1 � � - -I- - -•� ` AL ', AL AL a4 \ O \\
1 1.
LOT #3-j
v 89.3 A � 1 OUTLET � 83.7 83.5
1 1 I UNIT 1 I I ao 1 89.2 CONTROL ♦ ♦1 I STRUCTURE I \ 1 1 I O
/
2-STORY HOUSE I N I I ` \ I 18 "x18" Box &� �( I \ 1 ,� <v a& AL ak a& Ah q�
I p 18 "x18" BOX & GRATE I
\ € MAINTAIN 1 3 / \ F° I I TOP: 483.5 TOP: 3.5 \\ 1 LOT 4
MAINTAIN 1/0 INVERT: 480.5 1 I \ I ' IS "x18" BOX & GRATE I N/F \ \
SLOPE (TYP.) I INVERT: 481.0
b I I'���i" PVC �C 83 9 83.9 1 I \ ' TOP: 479.8 v Q MARGARET ROBINSON \
18"x18" BOX & I r 0.2 MAINTAIN 1% X 1 \� ` INVERT: 477.8 I v DEED BOOK 1919, PAGE 146 AL AL AL AL \ GRATE 1 / SLOPE (TYP.) \ I ( PIN 0619-06-38.9902
�I TOP: 496.1 I 18 "x18" BOX &J I ' \ \ \ �\ I PLAT BOOK 154, PAGE 82
INVERT: 495.1 I I I GRATE L I UNIT 3A UNIT 3B I \ _ _ ♦ / o
1 0 c I I TOP: 489.2 I 2-STORY HOUSE 2 -STORY HOUSE N I / _ 478 �♦ 8, � c� \� \\ I \ � 's
1 I I INVERT: 487.7 I 1�'lxig% � I � i � � � \� SS � 4 ---
FFE: 484.0 `I, _ _ ae ae �,Q a� a� ae ae a�. a�. o
1 \. UNIT 2 FFE:
I I ♦ ♦� _� ♦♦
1 I 2-STORY HOUSE WRT: 482.6 1ao
lv \ I 1 I FFE: 4903 \ x So.l 80.1 , 2G
1 r� I \ AL AL JIIIIIL AL A& aft ft\
1.5:1 SLOPE IT 1 '� I 1x1 f" BOX & 1 1 �` , 18"x18" BOX & GRATE I \ I I y�
G `I.
00 � � GRATE 1 \ I ^,` TOP: 483.8
SO I TOP: 490.1 I 1 _ I I 1 �6" PVC LOT #4 N o O
INVERT: 482.8
\ v �� F2 0O °� \
0 i INVERT: 489.1 MAINTAIN 1%
\ I 1 1 � 00 \ \ ♦ !/ I I , / o
p OUTLET o LOT 3
41% s SLOPE (TYP.)
CONTROL \ ,� A&
II ® I \ g \\ ♦ ♦ ♦s�p°F - I UNIT 4 STRUCTURE \\ I \
�� I\ I �\ ♦♦ I 2-STORY HOUSE
I \ 1 I 1 I ♦ I FFE: 480.2' I \
1.5:1 SLOPE /� I \ \ aka aka 4 aka aka aka a� \
_ �_ _
FOUND 5/8" IRON RODS" 885 °5744 "E 75.00' � � ' � _ I
1.5:1 SLOPE
W/ L-4379 CAP ` - arc arc arc arc arc arc arc arc
I _ S 85 °00'29" E - ♦ ti _ - LIMI F DISTURBANCE \ I \ \
N/F - � 75.21'
MILDRED RHODES LYTLE \ 18"x18" BOX & GRATE S 85 °60'29"
DEED BOOK 2476, PAGE 12 I \ \ FOUND 5/8" IRON RODS E 74.79' \
\ TOP: 483.8 �
PIN 0619.06-38-5828 I N/F INVERT: 482.8 N/F 18"x18" BOX & GRATE 0o
LOT 10. BLOCK 3 MILDRED RHODES LYTLE I N/F 18"x18" BOX & GRATE DOROTHY GIBSON TOP: 480.0 S 84 °42'34" E 74.98' S)"14 AL � '�
PLAT BOOK 154, PAGE 106 DEED BOOK 2476, PAGE 12 ZACHARY D. BELL AND WIFE, I TOP: 480.0 DEED BOOK 1749, PAGE 478 INVERT: 479.0 OUND 5/8" IRON ROD 4 /y/ \
PIN 0619-06-38.6807 I MARY BELL INVERT: 479.0 PIN 0619-06-38.7845 I W/ "HIGH COUNTRY" CAF' ��s
LOT 12, BLOCK 3
PLAT BOOK 154. PAGE 106 DEED BOOK 2549, PAGE 746 I LOT 16. BLOCK 3 I FOUND 5/8" IRON ROD-------
OD FeR \ \
FOUND 1/2" IRON ROD PIN 0619.06-38-6876 PLAT BOOK 154, PAGE 106 N.W. CORNER W/ "HIGH COUNTRY" CAP
5.0' WEST ON LINE LOT 14, BLOCK 3 LOT 18, BLOCK 3 I arc ale arc a& \ 36" CMP
PLAT BOOK 154, PAGE 106
I FOUND 6" LOCUST POST PB. 154. PG. 106 N/F
JUNIOR HORACE WRIGHT AND WIFE,
I DORIS GIBSON WRIGHT
I DEED BOOK 2560, PAGE 443
I \
PIN 0619.06-38-8825 0 � a� a� a� a� \� \
I LOT 18, BLOCK 3 0 \
I PLAT BOOK 154, PAGE 106 1
I
u�
\ 0 0 \
6 A
4 a OA \
1 AL AL AL 4 "MIN. SCH 40 PVC I
THREADED END CAP WITH
PVC THREADED PLUG
000
WRAP WITH FILTER FABRIC
SECURE WITH ZIP TIES MIN.
6" O.C.
4 "MIN. SCH 40 PVC PIPE o o CONCRETE \ \
o °o °o° STRUCTURE ROAD BASE
RECTANGULAR WEIR OPENING FIELD PERFORATE o 0 o ROAD SURFACE
4 "MIN. SCH 40
D'TALLx'E'WIDE (3 /8 "HOLEDIA.) 000 6" MIN. PVC SOLID PIPE N86 °00'00 "W
WEIR ELEV.: 'C' ELBOW &PIPE TO BE I0000 v`��uu 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 ri i i i i i i i i i i i i i i i i I FOUND 3/4" IRON ROD- 140.00'
O000
6' LONG x X WIDE
RIPRAP SPLASH PAD
TWO LAYERS OF FILTER FABRIC
EXTEND UP SIDE MIN. 8" S�DoF
REMOVE ONE LAYER OF FABRIC
ONCE SITE IS STABILIZED
4 "SOLID PVC
=6" 'H"L /NEAR FEET@ y' %SLOPE
12" THICK BED OF #57 STONE
EXTENDING 12" BEYOND MANHOLE
SECTION VIEW BASE IN ALL DIRECTIONS
PERFORATED TO 000 0000000 °0°
WITHIN 3" OF WALL q 0 0
i1 "MIN.
1 MIN. PIPE COVER
FOUND I0
W/ L4379 CAP
ORIFICE PIPE DETAIL \ `� CULVERT _ -I
I -III- FOUND 5 /8 "ZRONOROD
4 "MIN. SCH 40 PVC
THREADED END CAP WITH
PVC THREADED PLUG
ORIFICE SHALL BE DRILLED
AT BOTTOM OF END CAP
ORIFICE ELEV: 'F'
ORIFICE DIAMETER (IN.): 'G'
�O
SEE ORIFICE END
A
CAP DETAIL
-
HEIGHT = 'J'
FLOW
-y
000
G
eoe
I
J
1. ALL PRECAST SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH
8- 1 "OHOLE
MIN. 8"
66
80TTOMELEV:'B' o ce
TF
48 a `♦ TOP: 488.21 I ` \ !♦ \\
96.2 96.2 \ERT' 4812 I ♦♦ \ I 78.1 I I \ ogos DRIVE
. 1 83.9 ♦ \ I I 1
83.9 \ -\ \ � I � 1 � � - -I- - -•� ` AL ', AL AL a4 \ O \\
1 1.
LOT #3-j
v 89.3 A � 1 OUTLET � 83.7 83.5
1 1 I UNIT 1 I I ao 1 89.2 CONTROL ♦ ♦1 I STRUCTURE I \ 1 1 I O
/
2-STORY HOUSE I N I I ` \ I 18 "x18" Box &� �( I \ 1 ,� <v a& AL ak a& Ah q�
I p 18 "x18" BOX & GRATE I
\ € MAINTAIN 1 3 / \ F° I I TOP: 483.5 TOP: 3.5 \\ 1 LOT 4
MAINTAIN 1/0 INVERT: 480.5 1 I \ I ' IS "x18" BOX & GRATE I N/F \ \
SLOPE (TYP.) I INVERT: 481.0
b I I'���i" PVC �C 83 9 83.9 1 I \ ' TOP: 479.8 v Q MARGARET ROBINSON \
18"x18" BOX & I r 0.2 MAINTAIN 1% X 1 \� ` INVERT: 477.8 I v DEED BOOK 1919, PAGE 146 AL AL AL AL \ GRATE 1 / SLOPE (TYP.) \ I ( PIN 0619-06-38.9902
�I TOP: 496.1 I 18 "x18" BOX &J I ' \ \ \ �\ I PLAT BOOK 154, PAGE 82
INVERT: 495.1 I I I GRATE L I UNIT 3A UNIT 3B I \ _ _ ♦ / o
1 0 c I I TOP: 489.2 I 2-STORY HOUSE 2 -STORY HOUSE N I / _ 478 �♦ 8, � c� \� \\ I \ � 's
1 I I INVERT: 487.7 I 1�'lxig% � I � i � � � \� SS � 4 ---
FFE: 484.0 `I, _ _ ae ae �,Q a� a� ae ae a�. a�. o
1 \. UNIT 2 FFE:
I I ♦ ♦� _� ♦♦
1 I 2-STORY HOUSE WRT: 482.6 1ao
lv \ I 1 I FFE: 4903 \ x So.l 80.1 , 2G
1 r� I \ AL AL JIIIIIL AL A& aft ft\
1.5:1 SLOPE IT 1 '� I 1x1 f" BOX & 1 1 �` , 18"x18" BOX & GRATE I \ I I y�
G `I.
00 � � GRATE 1 \ I ^,` TOP: 483.8
SO I TOP: 490.1 I 1 _ I I 1 �6" PVC LOT #4 N o O
INVERT: 482.8
\ v �� F2 0O °� \
0 i INVERT: 489.1 MAINTAIN 1%
\ I 1 1 � 00 \ \ ♦ !/ I I , / o
p OUTLET o LOT 3
41% s SLOPE (TYP.)
CONTROL \ ,� A&
II ® I \ g \\ ♦ ♦ ♦s�p°F - I UNIT 4 STRUCTURE \\ I \
�� I\ I �\ ♦♦ I 2-STORY HOUSE
I \ 1 I 1 I ♦ I FFE: 480.2' I \
1.5:1 SLOPE /� I \ \ aka aka 4 aka aka aka a� \
_ �_ _
FOUND 5/8" IRON RODS" 885 °5744 "E 75.00' � � ' � _ I
1.5:1 SLOPE
W/ L-4379 CAP ` - arc arc arc arc arc arc arc arc
I _ S 85 °00'29" E - ♦ ti _ - LIMI F DISTURBANCE \ I \ \
N/F - � 75.21'
MILDRED RHODES LYTLE \ 18"x18" BOX & GRATE S 85 °60'29"
DEED BOOK 2476, PAGE 12 I \ \ FOUND 5/8" IRON RODS E 74.79' \
\ TOP: 483.8 �
PIN 0619.06-38-5828 I N/F INVERT: 482.8 N/F 18"x18" BOX & GRATE 0o
LOT 10. BLOCK 3 MILDRED RHODES LYTLE I N/F 18"x18" BOX & GRATE DOROTHY GIBSON TOP: 480.0 S 84 °42'34" E 74.98' S)"14 AL � '�
PLAT BOOK 154, PAGE 106 DEED BOOK 2476, PAGE 12 ZACHARY D. BELL AND WIFE, I TOP: 480.0 DEED BOOK 1749, PAGE 478 INVERT: 479.0 OUND 5/8" IRON ROD 4 /y/ \
PIN 0619-06-38.6807 I MARY BELL INVERT: 479.0 PIN 0619-06-38.7845 I W/ "HIGH COUNTRY" CAF' ��s
LOT 12, BLOCK 3
PLAT BOOK 154. PAGE 106 DEED BOOK 2549, PAGE 746 I LOT 16. BLOCK 3 I FOUND 5/8" IRON ROD-------
OD FeR \ \
FOUND 1/2" IRON ROD PIN 0619.06-38-6876 PLAT BOOK 154, PAGE 106 N.W. CORNER W/ "HIGH COUNTRY" CAP
5.0' WEST ON LINE LOT 14, BLOCK 3 LOT 18, BLOCK 3 I arc ale arc a& \ 36" CMP
PLAT BOOK 154, PAGE 106
I FOUND 6" LOCUST POST PB. 154. PG. 106 N/F
JUNIOR HORACE WRIGHT AND WIFE,
I DORIS GIBSON WRIGHT
I DEED BOOK 2560, PAGE 443
I \
PIN 0619.06-38-8825 0 � a� a� a� a� \� \
I LOT 18, BLOCK 3 0 \
I PLAT BOOK 154, PAGE 106 1
I
u�
\ 0 0 \
6 A
4 a OA \
1 AL AL AL 4 "MIN. SCH 40 PVC I
THREADED END CAP WITH
PVC THREADED PLUG
000
WRAP WITH FILTER FABRIC
SECURE WITH ZIP TIES MIN.
6" O.C.
4 "MIN. SCH 40 PVC PIPE o o CONCRETE \ \
o °o °o° STRUCTURE ROAD BASE
RECTANGULAR WEIR OPENING FIELD PERFORATE o 0 o ROAD SURFACE
4 "MIN. SCH 40
D'TALLx'E'WIDE (3 /8 "HOLEDIA.) 000 6" MIN. PVC SOLID PIPE N86 °00'00 "W
WEIR ELEV.: 'C' ELBOW &PIPE TO BE I0000 v`��uu 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 ri i i i i i i i i i i i i i i i i I FOUND 3/4" IRON ROD- 140.00'
O000
6' LONG x X WIDE
RIPRAP SPLASH PAD
TWO LAYERS OF FILTER FABRIC
EXTEND UP SIDE MIN. 8" S�DoF
REMOVE ONE LAYER OF FABRIC
ONCE SITE IS STABILIZED
4 "SOLID PVC
=6" 'H"L /NEAR FEET@ y' %SLOPE
12" THICK BED OF #57 STONE
EXTENDING 12" BEYOND MANHOLE
SECTION VIEW BASE IN ALL DIRECTIONS
PERFORATED TO 000 0000000 °0°
WITHIN 3" OF WALL q 0 0
i1 "MIN.
1 MIN. PIPE COVER
FOUND I0
W/ L4379 CAP
ORIFICE PIPE DETAIL \ `� CULVERT _ -I
I -III- FOUND 5 /8 "ZRONOROD
4 "MIN. SCH 40 PVC
THREADED END CAP WITH
PVC THREADED PLUG
ORIFICE SHALL BE DRILLED
AT BOTTOM OF END CAP
ORIFICE ELEV: 'F'
ORIFICE DIAMETER (IN.): 'G'
�O
OUTLET CONTROL STRUCTURE
NOT TO SCALE
COMPACTED BACKFILL
PIPE EMBEDMENT MATE
NOTE:
IFNECESSARY PROVIDENATUR
MATERIALS AT INLET OR OUTLET
Clll VFRT TO PRFVFNT HFAD('II'
UIH(I N) K
BURY DEPTH
(IN)
15" 3.0"
36" 7.2"
48" 9.6"
till
CULVERT BURY DETAIL
NOT TO SCALE
r r
IF YOU DIG
NORTH CAROLINA
CALL US FIRST!
811
N.C. ONE CALL CENTER
IT'S THE LAW!
20' 10' 0 20' 40' 60'
lniii� 009--
GRAPHIC SCALE
SCALE 1" = 20'
CD
O G
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N 0
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U a--+
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O I)
J
F
W
0
M
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0
a
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0
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LUV
N
0
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w c
0
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m 2
6 0
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3 0-'
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PROJECT NAME:
6
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A
B
C
D
E
F
G
H
I
J
1. ALL PRECAST SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH
U
u
V
ASTMC478.
LOT
TOP
WEIR
WEIR
WEIR
ORIFICE
ORIFICE
OUTLET PIPE
SLOPE
HEIGHT
NUMBER
ELEV
INV. ELEV
ELEV
HEIGHT (IN)
LENGTH (FT)
ELEV
DIA.(IN)
LENGTH (FT)
( �)
2. CONCRETEFOR PRECASTSECTIONS SHALL HAVEA MINIMUM28
COMPRESSIVE STRENGTH OF 4,000 PSI.
I LOT #1
490.50
487.00
489.75
3.00
3.0
485.50
1/8
10.00
15.00
3.0
3. ALL HOLES FOR PIPES SHALL BE CAST IN PLACE AT THE FACTORY OR
CORED ON -STIE WITH A BORING MACHINE.
LOT #2
485.80
482.30
485.13
2.00
4.0
481.20
1/8
9.00
12.22
3.0
4. PROTECT INFILTRATION HOLES FROM SEDIMENT UNTIL SITE IS
I LOT #3
483.50
479.20
482.75
3.00
4.0
479.20
1/8
25.00
0.00
3.8
COMPLETELY STABILIZED. UTILIZE DOUBLE LAYER OF FILTER FABRIC OR
APPROVED EQUAL.
I LOT #4
480.00
476.30
479.25
3.00
4.0
476.00
1/8
17.00
1.76
3.2
OUTLET CONTROL STRUCTURE
NOT TO SCALE
COMPACTED BACKFILL
PIPE EMBEDMENT MATE
NOTE:
IFNECESSARY PROVIDENATUR
MATERIALS AT INLET OR OUTLET
Clll VFRT TO PRFVFNT HFAD('II'
UIH(I N) K
BURY DEPTH
(IN)
15" 3.0"
36" 7.2"
48" 9.6"
till
CULVERT BURY DETAIL
NOT TO SCALE
r r
IF YOU DIG
NORTH CAROLINA
CALL US FIRST!
811
N.C. ONE CALL CENTER
IT'S THE LAW!
20' 10' 0 20' 40' 60'
lniii� 009--
GRAPHIC SCALE
SCALE 1" = 20'
CD
O G
W C:L
N 0
z_
>
O
H
U a--+
H
Z }�
O I)
J
F
W
0
M
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m
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0
a
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0
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0
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0
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m 2
6 0
c >
3 0-'
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PROJECT NAME:
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6th Street
Development
B Cubed Group, LLC
Town of Black Mountain
Buncombe County, NC
SHEET TITLE:
GRADING PLAN
PROJECT NO.
BCG001
DATE:
9/8/2015
REV. C ISSUE 2
SHEET NO.
C-2
of 3 �

4
SHEETING WHEN
REQ'D
CAREFULLY TAMPED
BACKFILL OF SELECT
EARTH MATERIAL
BACKFILL —
_ -III= (I.D.. B
B I 7Nfl 3FT )
-III
1
21 3.70
= I 12" I 24 4.00
27 4.71
30 5.00
36 5.58
42 6.25
48 6.83
1/2 O.D.
TRENCH BOTTOM �' 1 MI I I —I II=I I MI I I—I I �-
-I11= 111= 111 =111= 111 =111= L #57 WASHED
TYPE It BEDDING STONE
SHEETING WHEN
REQ'D CAREFULLY TAMPED
BACKFILL OF SELECT
M
EARTH MATERIAL
BACKFILL _71
I B
12
- VIII:
LLL
-I r !; �I I I
`III
#57 WASHED —
STONE O.D.
III MIN. 6" THICK, 8"
THICK IN ROCK
TRENCH BOTTOM I =I I M-1 I MI I I -I I I -I I ICI I I
TYPE IV BEDDING
NOTES
1. BACKFILL TO BE PLACED IN TRENCH AT 4" TO 12" LAYERS AND PROPERLY TAMPED.
2. USE TYPE II BEDDING UNLESS POOR SOIL CONDITIONS ARE ENCOUNTERED, INCLUDING
ALLUVIAL SOILS OR THOSE WHICH WILL NOT PROVIDE A FIRM, SUPPORTIVE TRENCH BOTTOM.
STORM DRAIN PIPE BEDDING
NOT TO SCALE
APPROVED
DEWATERING
DEVICE
♦ a
MIN. 10 GA
LINE WIRES
DISCHARGE HOSE STREAM DIVERSION
PUMPS
� INTAKE HOSE
DEWATERING PUMP
F MAX
VARIABLE AS DIRECTED BY THE ENGINEER
_A
STEEL POST
WOVEN WIRE FABRIC IS
ALWAYS REQUIRED
I SILT FENCE GEOTEXTILE
FABRIC
36" FILL SLOPE
26" ~o
1 ll N GRADE
}
8 "MIN.
24" �1 4 "MIN. BACKFILL TRENCH AND
1 COMPACT THOROUGHLY
SILT FENCE FABRIC
MULCHING APPLICATION RATES
INSTALLED TO SECOND
DEFINITION
WIRE FROM TOP
A TEMPORARY SEDIMENT CONTROL MEASURE CONSISTING OF
STRAW OR HAY
FABRIC BURIED AT THE BOTTOM, STRETCHED, AND SUPPORTED BY
6" TO 10"
POSTS.
\/
2" TO 3"
r MIN. 122 GA.
PURPOSE
- INTERMEDIATE
TO RETAIN SEDIMENT FROM SMALL DISTURBED AREAS BY
i WIRES
REDUCING THE VELOCITY OF SHEET FLOWS TO ALLOW SEDIMENT
CORN STALKS
DEPOSITION.
GRADE
INSTALLATION
-c� -
a\
- INSTALL ACCORDING TO APPROVED PLAN
JUTE MATTING,
SEE MANUFACTURER'S RECOMMENDATIONS
- DO NOT PLACE IN WATERWAYS OR AREAS OF CONCENTRATED
U
TALL FESCUE
FLOW
ROCKY, ROUGH, &
-ONLY INSTALL IN AREAS WHERE SHEET FLOW CONDITIONS EXISTS
10 LBS
15 -10 -10 @ 1,000
- DRAINAGE AREA NOT TO EXCEED 112 ACRE PER 100 FEET OF
KOREAN LESPEDEZA
' \\
FENCE
>
\\
VERIFY FABRIC BY INSPECTION OF FABRIC WITH A NAME PRINTED
\
STEEP SLOPES ( STEEPER THAN 3:1)
EVERY 100 FEET OF SILT FENCE
Y
TALL FESCUE
100 LBS
}+
MAINTENANCE
SERICEALESPEDEZA
INSPECT BARRIERS AT THE END OF EACH WORKING DAY, OR
w -
W
AFTER EACH RAIN, AND REPAIR OR CLEAN AS NECESSARY.
O
u
REMOVE SEDIMENT FROM BARRIER WHEN TWO- THIRDS FULL.
-10 -10 1,000
DISPOSE OF SEDIMENT SO THAT IT WILL NOT ENTER THE BARRIER
KOREAN LESPEDEZA
AGAIN AND STABILIZE IT WITH VEGETATION.
15 A
LB /AC
-REPLACE FILTER FABRIC WHEN DETERIORATED.
REDTOP
DESIGN LIFE OFA SYNTHETIC SILT FENCE IS APPROXIMATELY 6
I
MONTHS.
KENTUCKYBLUEGRASS
MAINTAIN UNTIL THE PROJECT IS VEGETATED OR OTHERWISE
�
STABILIZED.
TALL FESCUE
REMOVE BARRIERS AND ACCUMULATED SEDIMENT AND STABILIZE
♦-0
THE EXPOSED AREA WHEN THE PROJECT IS STABILIZED.
CROWN VETCH
NOTES
15 -10 -10 @ 1,000
- SILT FENCING SHALL MEET THE REQUIREMENT OF SECTION 6.62 -
KOREAN LESPEDEZA
SEDIMENT FENCE OF THE NORTH CAROLINA DEPARTMENT OF
I LB /AC
ENVIRONMENT AND NATURAL RESOURCES EROSION AND
REDTOP
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, LATEST
w
EDITION.
un
POSTS SHALL BE A MINIMUM OF 5 FEET LONG, SPACED A
MAXIMUM OF SIX FEET APART T
O
THE FILTER FABRIC SHALL BE INSTALLED WITH A MINIMUM OF 5
3
N
INCHES OF THE BOTTOM BURIED.
200 TO 250 LBS
SILT FENCING SHALL BE INSTALLED PRIOR TO ANY GRADING OR
�
ry
M
CONSTRUCTION.
TEMPORARY SEDIMENT FENCE
NOT TO SCALE
A A
�/ FLOW CLEAN WATER DIKE SUMP -HOLE OR POOL
(12" TO 18" DEEP, 20)
PUMPS SHALL DISCHARGE INTAKE HOSE
ONTO A STABLE VELOCITY
DISSIPA TOR MADE OF RIP SEDIMENT DIKE FLOW
RAP OR SANDBAGS
WORKAREA
LENGTH NOT TO EXCEED THAT WHICH DEFINITION
CAN BE COMPLETED IN ONE DAY A PUMP AROUND IS UTILIZED AS A METHOD OF DIVERSION FOR AN EXISTING STREAM WATER.
PLAN VIEW PURPOSE
TO ISOLATE THE JURISDICTIONAL WATER FROM THE WORKAREA.
INSTALLATION
-PLACE WATERTIGHT DIKES IN THE WATERWAY UPSTREAM AND DOWNSTREAM OF THE WORKAREA.
-PUMP WATER FROM THE UPSTREAM SIDE, AROUND THE WORK AREA, AND OUTLET ON A STABLE OUTLET (USUALLY RIPRAP)
SECTION A -A ON THE BANKS OF THE WATERWAY DOWNSTREAM OF THE DOWNSTREAM DIKE.
-PUMP SHOULD BE SIZED TO ENSURE WATER DOES NOT OVERTOP THE COFFERDAM AND ALLOW WATER INTO THE WORK
IMPERVIOUS SHEETING AREA.
-STREAM WATER SHOULD NOT BE ALLOWED TO FLOW THROUGH WORK AREA UNTIL THE AREA IS COMPLETELY STABLE,
WHICH INCLUDES THE FINAL SHAPING OF THE DISTURBED STREAM BANKS AND STABILIZATION OF THOSE BANKS WITH
FLOW RIPRAP, EROSION CONTROL BLANKETS, ETC.
WORKAREA - k p
BASE FLOW + 1 FOOT INSPECTION
(2 FEET MIN.) INSPECT DAILY DURING PUMP AROUND OPERATIONS.
INSPECT STABLE OUTLET AND ENSURE STREAM BANK IS NOT ERODING.
MONITOR THE CREEK WATER LEVEL UPSTREAM TO ENSURE PUMP IS ADEQUATELY SIZED AND WATER DOES NOT FLOW
OVER COFFER DAM.
CROSS SECTION OF SANDBAG DIKE MONITOR THE WEATHER FORECAST AND ANTICIPATE INCREASES IN STREAM WATER LEVELS.
MAINTENANCE
ADJUST OUTLET STABILIZATION IF BANK EROSION IS NOTICED.
ADJUST PUMP CAPACITYAS NEEDED TO HANDLE STREAM WATER VOLUME.
FIX LEAKS OR OTHERWISE STABILIZE DIKES IF WATER IS BACK FLOWING INTO WORKAREA.
PUMP AROUND PRACTICE
NOT TO SCALE
s
a 4
GRADED AGGREGATE
ISE COURSE
c 12" OF SUBGRADE TO BE
....MPACTED TO 95% DRY
DENSITY. STANDARD PROCTOR
GRAVEL PAVEMENT SURFACE
NOT TO SCALE
`2" BITUMINOUS
SURFACE COURSE
TYPE SF9.5 -A
6" GRADED AGGREGATE
BASE COURSE
TOP 12" OF SUBGRADE TO BE
COMPACTED TO 95% DRY
DENSITY, STANDARD PROCTOR
ASPHALT PAVEMENT SURFACE
NOT TO SCALE
USE DOZER TRACKS TO CREATE
GROOVES PERDENCULAR TO
SLOPE
DEFINITION
ROUGHENING A BARE SOIL SURFACE WITH HORIZONTAL GROOVES ACROSS THE SLOPE, OR TRACKING WITH
CONSTRUCTION EQUIPMENT.
PURPOSE
TO AID THE ESTABLISHMENT OF VEGETAVTIVE COVER FROM SEED, TO REDUCE RUNOFF VELOCITYAND INCREASE
INFILTRATION.
INSTALLATION
INSTALL ACCORDING TO APPROVED PLAN
INSTALL ALL OTHER BMPS FIRST
ROUGHEN ALL SLOPES STEEPER THAN 3:1
MAINTENANCE
PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE AREAS SLIGHTLY ABOVE THE
ORIGINAL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE.
SURFACE ROUGHENING
NOT TO SCALE
a a
DEFINITION
A TEMPORARYPROTECTIVE BLANKET OF STRAW OR OTHER PLANT RESIDUE, GRAVEL, OR SYNTHETIC MATERIAL TO THE
SOIL SURFACE FOR A PERIOD OF SIX (6) MONTHS OR LESS WHEN SEEDING IS NOT PRACTICAL.
PURPOSE
-REDUCE RUNOFF, EROSION, AND SEDIMENTATION.
- FOSTER THE GROWTH OF VEGETATION.
-CONSERVE MOISTURE.
INSULATES THE SOIL.
SUPPRESSES WEED GROWTH.
INSTALLATION
INSTALL ALL OTHER REQUIRED BMPS FIRST.
GRADE SITE, IFPOSSIBLE, TO PERMIT THE USE OF EQUIPMENT FOR APPLYING AND ANCHORING MULCH.
IF POSSIBLE, LOOSEN COMPACTED SOIL TO A DEPTH OF THREE (3) INCHES.
APPLYSTRAW OR HAY UNIFORMLY BY HAND ANANCHOR BY PRESSING INTO SOIL OR USE NETTING.
-MULCH ON SLOPES GREATER THAN 3% SHOULD BEANCHORED WITH EMULSIFIED ASPHALT (GRADE AE -5 OR SS -1) OR
OTHER SUITABLE TACKIFIER.
- WOOD WASTE ON SLOPES FLATTER THAN 3:1 DO NOT NEED ANCHORING.
MAINTENANCE
INSPECT AFTER HEAVY RAINS FOR EROSION AND DISLODGED MULCH.
ADD MULCH AS NEEDED TO MAINTAIN THE SUGGESTED DEPTH.
IF ORGANIC MULCH IS TO BE LEFT AND INCORPORATED INTO THE SOIL, APPLY20 TO 30 POUNDS OF NITROGEN IN
ADDITION TO THE FERTILIZER REQUIRED FOR VEGETATION.
MULCHING
NOT TO SCALE
\ a
DEFINITION
PLANTING RAPID - GROWING, ANNUAL GRASSES OR SMALL GRAINS TO PROVIDE INITIAL, TEMPORARY COVER FOR
EROSION CONTROL ON DISTURBED AREAS.
PURPOSE
TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FORA PERIOD OF
MORE THAN 21 CALENDAR DAYS.
INSTALLATION
-INSTALL ALL EROSION CONTROL MEASURES PRIOR TO APPLYING TEMPORARY VEGETATION.
GRADING AND SHAPING ARE NOT REQUIRED IF SLOPES CAN BE PLANTED WITH A HYDROSEEDER OR HAND
SEEDED.
SEEDBED PREPARATION IS NOT REQUIRED IF SOIL IS LOOSE AND NOT SEALED.
WHEN THE SOIL IS SEALED, IT SHOULD BE PITTED, TRENCHED OR SCARIFIED TO PROVIDE A PLACE FOR SEED TO
LODGE AND GERMINATE.
APPLYAGRICULTURAL LIME AT RATES RECOMMENDED BY SOILS REPORT OR A MINIMUM OF 1500 LBS /ACRE.
FERTILIZE LOW FERTILITY SOILS BYADDING AND MIXING INTO SOIL PRIOR TO PLANTING AT THE RATE OF 500 -700
POUNDS PER ACRE OF 10 -10 -10 FERTILIZER OR EQUIVALENT.
IT IS IMPERATIVE THAT YOU CHECK THE TAG ON THE BAG OF SEED TO VERIFY TYPE AND GERMINATION OF THE
SEED TO BE PLANTED.
-APPLY SEED BY HAND, CYCLONE SEEDER, DRILL OR HYDRO- SEEDER. SEED PLANTED WITH A DRILL SHOULD BE
PLANTED 112" TO I'DEEP.
MAINTENANCE
RESEED AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO
NOT MOW AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
NOTES
SEEDING DATES MAYBE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS.
UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES.
SEEDINGS FOR JANUARY AND FEBRUARY FOLLOW NCDENR RECOMMENDATIONS
-USE 2 TONS OF HAY OR STRAW PER ACRE (IF NECESSARY)
a 4
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, TO PERMANENTLY STABILIZE SUCH AREAS IN A
MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
MATERIALS.
INSTALLATION
- APPLYACCORDING TO APPROVED PLANS.
IF POSSIBLE, USE CONVENTIONAL PLANTING METHODS.
CHECK THE TAG ON THE BAG OF SEED TO VERIFY TYPE AND GERMINATION OF THE SEED TO BE PLANTED AND THE DATE OF THE
TEST.
SCARIFY, PIT OR TRENCH SEALED OR CRUSTED SOIL
FERTILIZE BASED ON SOIL TESTS OR AS SHOWN IN TABLE.
APPLY AGRICULTURAL LIME AS PRESCRIBED BY SOIL TESTS OR AT A RATE OF 1 TON TO 2 TONS PER ACRE.
-APPLY SEED BY HAND, CYCLONE SEEDER, DRILL OR HYDRO- SEEDER. SEED PLANTED WITH A DRILL SHOULD BE PLANTED 112" TO 1 "
DEEP.
- IRRIGATION SHOULD BE USED TO SUPPLEMENT RAINFALL, BUT NOT TO THE POINT TO CAUSE EROSION.
MAINTENANCE
RESEED AREAS WHERE AN ADEQUATE STAND OF TEMPORARY VEGETATION FAILS TO EMERGE OR WHERE A POOR STAND EXISTS.
APPLY ONE TON OFAGRICULTURAL LIME AS INDICATED BY SOIL TEST OR EVERY 4 TO 6 YEARS.
-MOW BERMUDA AND BAHIA AS DESIRED. MOW SERICEA LESPEDEZA ONLY AFTER FROST TO ENSURE SEEDS ARE MATURE.
- MAINTAIN 6" OR MORE OF TOP GROWTH.
NOTES
- GRADING AND SHAPING REQUIRED WHERE FEASIBLE AND PRACTICAL.
-CRITICAL AREA: DISTURBED LAND THAT IS EITHER HIGHLY ERODED OR HIGHLY ERODIBLE. TYPICALLY ADJACENT TO NATURAL
AREAS, LESS FORMAL AND HAVING LOWER MAINTENANCE REQUIREMENTS THAN GRASSED LAWN AREAS.
+ SEEDING PREPARATION: NOT REQUIRED WHERE HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED WITH
CONVENTIONAL SEEDING.
SLOPE / SEED BED
3:1 OR FLATTER 14 "- 6" DEPTH
3:1 TO 2:1 / 1 " -4 "DEPTH
2:1 OR STEEPER / HAND TOOLED TRENCHES (6'-8" APART)
FOR INDIVIDUAL PLANTS PREPARE SOIL BY EXCAVATING SOIL, OPENING FURROWS, OR DIBBLE PLANTING.
NO -TILL SEEDING, WITH APPROPRIATE EQUIPMENT IS PERMISSIBLE INTO ANNUAL COVER CROPS IF THE PLANTING IS DONE AFTER
THE COVER CROP HAS MATURED OR IF THE TEMPORARY COVER STAND IS SPARSE ENOUGH TO ALLOW ADEQUATE GROWTH OF
THE PERMANENT SPECIES.
TAKE SOIL SAMPLES FROM SEVERAL AREAS FOR EFFICIENT CHEMICAL APPLICATION AND OPTIMUM PLANT HEALTH.
MULCH IS REQUIRED ON ALL SLOPES STEEPER THAN 3 PERCENT, IN THE BOTTOM OF SPILLWAYS, ON ROADBANKS, AND WHEN
SEEDING IS DONE TOO LATE IN THE FALL OR WINTER FOR GERMINATION TO BE EXPECTED BEFORE SPRING. REFER TO MULCHING
DETAIL FOR EXACT SPECIFICATIONS.
SOIL RETENTION BLANKETS, EROSION CONTROL NETTING, OTHER MANUFACTURE MATERIALS OR BLOCK SOD MAY BE REQUIRED IN
ADDITION TO MULCH ON UNSTABLE SOILS AND CONCENTRATED FLOW AREAS.
ANCHOR STRAW OR HAY MULCH IMMEDIA TEL Y AFTER APPLICATION WITH ONE OF THE FOLLOWING METHODS:
- SPRAY WITH EMULSIFIED ASPHALT
PRESS INTO THE SOIL WITH A ROLLER, PACKER DISK, ETC.
APPLY SYNTHETIC TACKIFIERS OR BINDERS
ADD RYE OR WHEAT SEED TO FALL AND WINTER PLANTINGS
INSTALL 1'X1 "MESH NETTING
- WOOD CELLULOSE AND WOOD FIBER MULCH IS SELF - ANCHORING.
r �
a �
r
MATS /BLANKETS SHOULD BE
INSTALLED VERTICALLY DOWN
SLOPE
ti
A �
A
If
MULCHING APPLICATION RATES
INTERVALS
MATERIAL
RATE PER ACRE
DEPTH
STRAW OR HAY
1.5 TO 25 TONS
6" TO 10"
WOOD CHIPS OR
5 TO 6 TONS
2" TO 3"
FIBERS
Cn
M
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BARK
35 CUBIC YARDS
3" TO 4"
CORN STALKS
4 TO 6 TONS
5" TO 6"
GEOTEXTILES,
RYE (GRAIN)
120
JUTE MATTING,
SEE MANUFACTURER'S RECOMMENDATIONS
NETTING, ETC.
U
TALL FESCUE
MULCHING
NOT TO SCALE
\ a
DEFINITION
PLANTING RAPID - GROWING, ANNUAL GRASSES OR SMALL GRAINS TO PROVIDE INITIAL, TEMPORARY COVER FOR
EROSION CONTROL ON DISTURBED AREAS.
PURPOSE
TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FORA PERIOD OF
MORE THAN 21 CALENDAR DAYS.
INSTALLATION
-INSTALL ALL EROSION CONTROL MEASURES PRIOR TO APPLYING TEMPORARY VEGETATION.
GRADING AND SHAPING ARE NOT REQUIRED IF SLOPES CAN BE PLANTED WITH A HYDROSEEDER OR HAND
SEEDED.
SEEDBED PREPARATION IS NOT REQUIRED IF SOIL IS LOOSE AND NOT SEALED.
WHEN THE SOIL IS SEALED, IT SHOULD BE PITTED, TRENCHED OR SCARIFIED TO PROVIDE A PLACE FOR SEED TO
LODGE AND GERMINATE.
APPLYAGRICULTURAL LIME AT RATES RECOMMENDED BY SOILS REPORT OR A MINIMUM OF 1500 LBS /ACRE.
FERTILIZE LOW FERTILITY SOILS BYADDING AND MIXING INTO SOIL PRIOR TO PLANTING AT THE RATE OF 500 -700
POUNDS PER ACRE OF 10 -10 -10 FERTILIZER OR EQUIVALENT.
IT IS IMPERATIVE THAT YOU CHECK THE TAG ON THE BAG OF SEED TO VERIFY TYPE AND GERMINATION OF THE
SEED TO BE PLANTED.
-APPLY SEED BY HAND, CYCLONE SEEDER, DRILL OR HYDRO- SEEDER. SEED PLANTED WITH A DRILL SHOULD BE
PLANTED 112" TO I'DEEP.
MAINTENANCE
RESEED AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO
NOT MOW AND PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
NOTES
SEEDING DATES MAYBE ALTERED TO FIT TEMPERATURE VARIATIONS AND LOCAL CONDITIONS.
UNUSUAL SITE CONDITIONS MAY REQUIRE HEAVIER SEEDING RATES.
SEEDINGS FOR JANUARY AND FEBRUARY FOLLOW NCDENR RECOMMENDATIONS
-USE 2 TONS OF HAY OR STRAW PER ACRE (IF NECESSARY)
a 4
DEFINITION
CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED.
PURPOSE
TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS, TO PERMANENTLY STABILIZE SUCH AREAS IN A
MANNER THAT IS ECONOMICAL, ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT
MATERIALS.
INSTALLATION
- APPLYACCORDING TO APPROVED PLANS.
IF POSSIBLE, USE CONVENTIONAL PLANTING METHODS.
CHECK THE TAG ON THE BAG OF SEED TO VERIFY TYPE AND GERMINATION OF THE SEED TO BE PLANTED AND THE DATE OF THE
TEST.
SCARIFY, PIT OR TRENCH SEALED OR CRUSTED SOIL
FERTILIZE BASED ON SOIL TESTS OR AS SHOWN IN TABLE.
APPLY AGRICULTURAL LIME AS PRESCRIBED BY SOIL TESTS OR AT A RATE OF 1 TON TO 2 TONS PER ACRE.
-APPLY SEED BY HAND, CYCLONE SEEDER, DRILL OR HYDRO- SEEDER. SEED PLANTED WITH A DRILL SHOULD BE PLANTED 112" TO 1 "
DEEP.
- IRRIGATION SHOULD BE USED TO SUPPLEMENT RAINFALL, BUT NOT TO THE POINT TO CAUSE EROSION.
MAINTENANCE
RESEED AREAS WHERE AN ADEQUATE STAND OF TEMPORARY VEGETATION FAILS TO EMERGE OR WHERE A POOR STAND EXISTS.
APPLY ONE TON OFAGRICULTURAL LIME AS INDICATED BY SOIL TEST OR EVERY 4 TO 6 YEARS.
-MOW BERMUDA AND BAHIA AS DESIRED. MOW SERICEA LESPEDEZA ONLY AFTER FROST TO ENSURE SEEDS ARE MATURE.
- MAINTAIN 6" OR MORE OF TOP GROWTH.
NOTES
- GRADING AND SHAPING REQUIRED WHERE FEASIBLE AND PRACTICAL.
-CRITICAL AREA: DISTURBED LAND THAT IS EITHER HIGHLY ERODED OR HIGHLY ERODIBLE. TYPICALLY ADJACENT TO NATURAL
AREAS, LESS FORMAL AND HAVING LOWER MAINTENANCE REQUIREMENTS THAN GRASSED LAWN AREAS.
+ SEEDING PREPARATION: NOT REQUIRED WHERE HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED WITH
CONVENTIONAL SEEDING.
SLOPE / SEED BED
3:1 OR FLATTER 14 "- 6" DEPTH
3:1 TO 2:1 / 1 " -4 "DEPTH
2:1 OR STEEPER / HAND TOOLED TRENCHES (6'-8" APART)
FOR INDIVIDUAL PLANTS PREPARE SOIL BY EXCAVATING SOIL, OPENING FURROWS, OR DIBBLE PLANTING.
NO -TILL SEEDING, WITH APPROPRIATE EQUIPMENT IS PERMISSIBLE INTO ANNUAL COVER CROPS IF THE PLANTING IS DONE AFTER
THE COVER CROP HAS MATURED OR IF THE TEMPORARY COVER STAND IS SPARSE ENOUGH TO ALLOW ADEQUATE GROWTH OF
THE PERMANENT SPECIES.
TAKE SOIL SAMPLES FROM SEVERAL AREAS FOR EFFICIENT CHEMICAL APPLICATION AND OPTIMUM PLANT HEALTH.
MULCH IS REQUIRED ON ALL SLOPES STEEPER THAN 3 PERCENT, IN THE BOTTOM OF SPILLWAYS, ON ROADBANKS, AND WHEN
SEEDING IS DONE TOO LATE IN THE FALL OR WINTER FOR GERMINATION TO BE EXPECTED BEFORE SPRING. REFER TO MULCHING
DETAIL FOR EXACT SPECIFICATIONS.
SOIL RETENTION BLANKETS, EROSION CONTROL NETTING, OTHER MANUFACTURE MATERIALS OR BLOCK SOD MAY BE REQUIRED IN
ADDITION TO MULCH ON UNSTABLE SOILS AND CONCENTRATED FLOW AREAS.
ANCHOR STRAW OR HAY MULCH IMMEDIA TEL Y AFTER APPLICATION WITH ONE OF THE FOLLOWING METHODS:
- SPRAY WITH EMULSIFIED ASPHALT
PRESS INTO THE SOIL WITH A ROLLER, PACKER DISK, ETC.
APPLY SYNTHETIC TACKIFIERS OR BINDERS
ADD RYE OR WHEAT SEED TO FALL AND WINTER PLANTINGS
INSTALL 1'X1 "MESH NETTING
- WOOD CELLULOSE AND WOOD FIBER MULCH IS SELF - ANCHORING.
r �
a �
r
MATS /BLANKETS SHOULD BE
INSTALLED VERTICALLY DOWN
SLOPE
ti
A �
A
If
TEMPORARY SEEDING
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
INTERVALS
SOIL
ISOMETRIC VIEW
RA TE
DATE RANGE
SEEDING MIXTURE
(LB. /ACRE)
(PER ACRE)
RYE (GRAIN)
120
FEB. I -MAY 15
Cn
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ANNUAL LESPEDEZA
50
MAY 15- AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 31
RYE (GRAIN)
120
TEMPORARY SEEDING
NOT TO SCALE
PERMANENT SEEDING
NOT TO SCALE
`Im0 S(ILOVER
MAT /BLgVK`j
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MIN. 4"
OVERLAP `�
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4"
1 112 r V
1 `
Pt fr
4 \ /��/
� BERM y // /
ISOMETRIC VIEW
DEFINITION
ROLLED EROSION CONTROL PRODUCTS (RECP) ARE MANUFACTURED OR
FABRICATED INTO ROLLS DESIGNED TO REDUCE SOIL EROSION AND ASSIST
IN THE GROWTH, ESTABLISHMENT AND PROTECTION OF VEGETATION.
PURPOSE
EROSION CONTROL MATS AND BLANKETS ARE INTENDED TO PROTECT SOIL
AND HOLD SEED AND MULCH IN PLACE ON SLOPES AND IN CHANNELS SO
THAT VEGETATION CAN BECOME WELL ESTABLISHED.
A
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CHECK SLOT AT 25'
PLANTING RATES FOR PERMANENT VEGETATION
INTERVALS
SOIL
ISOMETRIC VIEW
PLANTING RATES
FERTILIZER
CONDITIONS
SEEDING MIXTURE
(PER ACRE)
TYPE & RATE
FLAT LAND AND GENTLE
SLOPES (3:1 OR LESS)
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TALL FESCUE BLEND (EQUAL
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AVERAGE SOILS
PARTS OF TWO OR MORE
200 TO 250 LBS
10 -10 -10 @ 1,200
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TURF -TYPE TALL FESCUES)
z
LB /AC.
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TALL FESCUE
40 LBS
ROCKY, ROUGH, &
CROWN VETCH
10 LBS
15 -10 -10 @ 1,000
DRY SOILS
KOREAN LESPEDEZA
10 LBS
I LB /AC
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REDTOP
5LBS
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STEEP SLOPES ( STEEPER THAN 3:1)
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TALL FESCUE
100 LBS
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SERICEALESPEDEZA
120 LBS
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-10 -10 1,000
AVERAGE SOILS
KOREAN LESPEDEZA
10 LBS
15 A
LB /AC
1
REDTOP
5LBS
I
KENTUCKYBLUEGRASS
5LBS
�
TALL FESCUE
40 LBS
♦-0
ROCKY, ROUGH, &
CROWN VETCH
10 LBS
15 -10 -10 @ 1,000
DRY SOILS
KOREAN LESPEDEZA
10 LBS
I LB /AC
v
REDTOP
5LBS
w
GRASS -LINED CHANNELS
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TALL FESCUE BLEND (EQUAL
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PARTS OF TWO OR MORE
200 TO 250 LBS
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KENTUCKYBLUEGRASS
20LBS
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PROJECT
OPTIMUM PLANTING DATES
MARCH 1- MAY 15
JULY 15 - SEPTEMBER 15
PERMANENT SEEDING
NOT TO SCALE
`Im0 S(ILOVER
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MIN. 4"
OVERLAP `�
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4"
1 112 r V
1 `
Pt fr
4 \ /��/
� BERM y // /
ISOMETRIC VIEW
DEFINITION
ROLLED EROSION CONTROL PRODUCTS (RECP) ARE MANUFACTURED OR
FABRICATED INTO ROLLS DESIGNED TO REDUCE SOIL EROSION AND ASSIST
IN THE GROWTH, ESTABLISHMENT AND PROTECTION OF VEGETATION.
PURPOSE
EROSION CONTROL MATS AND BLANKETS ARE INTENDED TO PROTECT SOIL
AND HOLD SEED AND MULCH IN PLACE ON SLOPES AND IN CHANNELS SO
THAT VEGETATION CAN BECOME WELL ESTABLISHED.
A
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CHECK SLOT AT 25'
6th Street
INTERVALS
"
ISOMETRIC VIEW
Development
ICO/
tr
12 "MIN.
INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT
1[iJJ(eJIIIA]IJGI� IPLN:PLa1:��JLNa
INSTALLATION
INSTALL ACCORDING TO APPROVED PLAN
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS
SMOOTH AND LOOSE. REMOVE ALL LARGE ROCKS, STUMPS, ROOTS
AND TRASH FROM THE SOIL SURFACE.
SPREAD SEED BEFORE RECP INSTALLATION.
INSTALL ON SLOPES AND IN CHANNELS AS SHOWN IN THE
ACCOMPANYING DETAIL
- DRIVE STAPLES SO THAT THE TOP OF THE STAPLE IS FLUSH WITH THE
GROUND SURFACE.
ROLLED EROSION CONTROL PRODUCTS
NOT TO SCALE
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6TH STREET DEVELOPMENT
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6th Street
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- INSPECT RECP AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112
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- INSPECT RECP AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112
INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
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NOTES
CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURE'S
SPECIFICATIONS.
STAKING OR STAPLING LAYOUT PER MANUFACTURE'S SPECIFICATIONS PROJECT NO.
BCG001
RECP
DATE:
9/8/2015
REV. C ISSUE 2
SHEET NO.
C-3
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