SW4220501_Plansheet - Grading_Drainage Plan_20220510

E
�J
C�
0
1 2 3 4 5
/ S, \ / ParcellD: 1950275243000
/ Larry D. * Jackie J. Riggs
Book of Record 1977 PG 750
22.9 Rvans Place -
NOTES
1.
SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
N
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2.
A PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA
FLOODPLAIN.
3.
SOIL TYPE SnB.
4.
RETAINING WALLS:
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
T
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL.
Y
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE
LOCATION OF FENCING/BARRIERS.
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE
iE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO
WATAUGA COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL.
T
WITH PRIOR APPROVAL FROM THE ENGINEER.
10.
CURB END TREATMENT TO BE APPLIED TO ALL CURB ENDS. REFER
TO CURB END TREATMENT DETAIL.
11.
PROPOSED ROADS TO BE PRIVATE. CITY OF BANNER ELK IS NOT
RESPONSIBLE FOR ANY ROAD MAINTENANCE.
PROPOSED TEMPORARY RIP RAP APRON 'A'
LENGTH: 20'
WIDTH AT FES: 6'
WIDTH AT END: 22'
DEPTH: 1.5"
STONE CLASS: B
(SEE DETAIL D3.02)
EXISTING 100' WELL RADIUS
PROPOSED STOCKPILE AREA
PROPOSED TEMPORARY EFFICIENCY -BASED
SEDIMENT BASIN "A"
TOP OF WATER LENGTH: 156'
TOP OF WATER WIDTH: 60'
(SEE DETAIL D3.10)
ALL 2:1 SLOPES AND GREATER TO BE STABILIZED
WITH ROLLED EROSION CONTROL PRODUCT
(NORTH AMERICAN GREEN S75BN OR APPROVED
EQUAL)
PROPOSED 1' CONTOURS (TYP)
PROPOSED SILT FENCE
(TYP) (SEE DETAIL D3.01)
PROPOSED DOUBLE SILT FENCE (TYP)
PROPOSED LIMITS OF DISTURBANCE (TYP)
PROPOSED TEMPORARY DIVERSION DITCH "A"
BOTTOM WIDTH: 1'
SIDE SLOPE: 2:1
DEPTH: 2'
SLOPE: 1.5% MIN.
CHANNEL LINER: S75BN OR APPROVED EQUA
(SEE DETAIL D3.04)
Parcel ID: 1960 16 6317000
John D. Melissa J. Dooley
Book of Record 147I PG 474
2756 Broadstone Road
Use: Residential
/
Parcel ID: 1980266506000
Ronald Goodrich
Book of Record 1569 PG 578
159 Ryans Place
Use: Residential
PROPERTY LINE (TYP)
T L'"`' \ \ \ \• y FILTER BAG FOR POND DEWATERING \ /./ REFERENCE SHEET C304 FOR
LL is `\• `r (IF REQUIRED FOR MAINTENANCE) \ / % SEPTIC DRAINFIELD EROSION CONTROL
2� S
PIT \ \ �-
.
.y \ _/
/� J-�' .4 �S O A 1
�•�= \ - 0
PROPOSED DOUBLE ROW SILT FENCE (TYP)
-- _ \ ; .\� T♦ �J \ PIT
y ' EXISTING FLOODWAY (TYP)
SEPTIC 4
/ ....
;\ _;� �T 1 6 .. Parcel ID: 1980266395000
..... \ ...... F y` E PT C \ Sibyl White Pressly
'IT 14 bvinj Trust
\ Book of Record 935 PG 733
4 !1� !\ NTI 2564 Broadstone Road
!! ' \\\ tial
:
��\�%' � w `� �> 1I� � \ ••• �• ��♦ / PROPOSED TEMPORARY DIVERSION DITCH "B"
�fO i !'I� fj \ ♦ \ \ BOTTOM WIDTH: 1'
\ / \ \ •♦ SIDE SLOPE: 2:1
L \
♦.♦•
y
I � \ / DEPTH: 2'
- ( SLOPE: 2 0% MIN
' • ♦ ♦ ♦ EPTjCCHANNEL LINER: S75BN OR APPROVED EQUAL
!% \ '• • • • • ♦ (SEE DETAIL D3.04)
�\ ....IT 1
\\
1 , ' � _, �� >♦ • it
is EXISTING WETLAND TO
\ 4-�,��V AV A •, .♦•` •• REMAIN (TYP)
♦
1 !i
Y vvvA yy ✓ ) S
V• � d
♦
01,
i
PROPOSED 50'x2O'x12" CONSTRUCTION ENTRANCE -
(CONSTRUCTION ENTRANCE TO BE MAINTAINED
AND ADDITIONAL STONE ADDED ON REGULAR
BASIS AS NEEDED)
LATITUDE: 36.20870
LONGITUDE:-81.77354
PROPOSED CONSTRUCTION FENCE (TYP)
lo
'1j 1
�_ / / / V
00,00
�C160000
I ;
�
1 ' ...� 1 j / / EXISTING FLOODPLAIN (TYP)
/ \ BASE FLOOD ELEVATION: 2675'
Nam; I
PROPOSED SILT FENCE
-- - - - - -- --- --- / \� (TYP) (SEE DETAIL D3.01)
N� C
\ V ------ - - PROPOSED CLEANWATER BYPASS DITCH
\ \ -- -- - -- - - - -- \6g BOTTOM WIDTH: 2'
\ \ SIDE SLOPE: 2:1
_ ____ DEPTH: 1 MIN.
SLOPE: 3% MIN.
CHANNEL LINER: S75BN OR APPROVED EQUAL
\ --- - \ G81 A
EXISTING CONTOURS (TYP)
\ ,
v
c�
Parcel ID: 1,950156923000 \ v \ 162 -
Gene E. Share
Book of Record 882 PG 665 \ \ \ \
232 Maple Spring Road \
Use: Residential A �� � \ � V� A � — — /
ParcellD: 1980261092000
\ \\\ William F. Pressly, Jr. /
\ Book of Record 694 PG 447
2564 Broadstone Road
\ Use: Residential
PROPOSED 50'x20'x12" CONSTRUCTION ENTRANCE
(CONSTRUCTION ENTRANCE TO BE MAINTAINED
AND ADDITIONAL STONE ADDED ON REGULAR
BASIS AS NEEDED)
LATITUDE: 36.20804
LONGITUDE:-81.77258
VALLE CRUCIS
PARK
wA\q RIVER
SITE
VALLE CRUCIS I
SCHOOL
rn Q
� N.C.S.R. 1112 w�
Y BROADSTONE RD. �z
r Q Q�
�w
z
DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
ARCHITECT:
CONTACT:
PROJECT DATA
PIN:
ADDRESS:
DEED BOOK/PAGE:
SITE ACREAGE:
ZONING:
SETBACKS:
FRONT:
SIDES:
REAR:
DISTURBED AREA:
PARKING CALCULATIONS:
VEHICULAR:
SPACES PROVIDED:
HANDICAPPED SPACES:
SPACES REQUIRED: 4
WATAUGA COUNTY BOARD OF EDUCATION
814 WEST KING STREET
BOONE, NC 28607
DERON GEOUQUE
WATAUGA COUNTY MANAGER
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
GREG HOFFMAN, P.E.
[phone]
RALPH E. DAUGHTRY LAND SURVEYING
2043 TYNECASTLE HIGHWAY UNIT 2
BANNER ELK, NORTH CAROLINA 28604
RALPH E. DAUGHTRY, JR.
[phone]
CLARK NEXSEN
301 COLLEGE STREET SUITE 300
ASHEVILLE, NC 28801
EVE SZENTESI
[phone]
1980-261-5170-00
2756 BROADSTONE ROAD
2121 /135
14.83 ACRES
R1-VALLE CRUCIS HISTORICAL DIST
50'
30'
20'
im-18W36
87
SPACES PROVIDED: 4
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT: 0 ACRES (0%) 14.83 ACRES (100%)
POST -DEVELOPMENT: 4.15 ACRES (28%) 10.68 ACRES (72%)
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
SF
SKIMMER & CONTROL STRUCTURE
TEMPORARY PIPE
- -
EXISTING CONTOURS
PROPOSED CONTOURS
00
TEMPORARY DIVERSION DITCH
TD TD
PERMANENT DIVERSION DITCH
PDT PD
WETLANDS
SEPTIC DRAINFIELD AREA
EROSION CONTROL MATTING
Know what's beIow.
Call before you dig.
NORTH
GRAPHIC SCALE
50 0 25
( IN FEET )
I inch = 50 ft.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
C L A R K N E X S E N
C:L.AFcr, )vcASEIV LICENSE NUMBER:
C-1028
Civil
Design
Concepts, PA
ASHEVILLE OFFICE
WAYNESVILLE OFFICE
168 PATTON AVENUE
52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805
WAYNESVILLE, NC 28786
PHONE [phone]
PHONE [phone]
FAX [phone]
FAX [phone]
NCBELS LICENSE #: C-2164
www.civildesignconcepts.com
GURPURATESEAL
PROFESSIONAL SEAL
( ­T
S ,
SEAL
3550931 I
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
SHEET
ROUGH GRADING AND
EROSION CONTROL
PHASE I PLAN
200I C301
DESIGN: GRH
DRAWN: SAK
REVIEW: GRH
CN 6832

1
E
IU
C
0
NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. A PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
3. SOIL TYPE SnB.
4. RETAINING WALLS:
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL.
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE
LOCATION OF FENCING/BARRIERS.
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO
WATAUGA COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL.
PROPOSED 1' CONTOURS (TYP)
ALL 2:1 SLOPES AND GREATER TO BE STABILIZED
WITH ROLLED EROSION CONTROL PRODUCT
(NORTH AMERICAN GREEN S75BN OR APPROVED
EQUAL)
EXISTING 100' WELL RADIUS
/ PROPOSED STOCKPILE AREA
PROPOSED TEMPORARY EFFICIENCY —BASED
SEDIMENT BASIN "A"
TOP OF WATER LENGTH: 156'
TOP OF WATER WIDTH: 60'
PROPOSED TEMPORARY DIVERSION DITCH "A"
BOTTOM WIDTH: 1'
SIDE SLOPE: 2:1
DEPTH: 2'
SLOPE: 2.0% MIN.
CHANNEL LINER: S75BN OR APPROVED EQUAL
(SEE DETAIL D3.04)
PROPOSED DOUBLE SILT FENCE (TYP)
PROPOSED LIMITS OF DISTURBANCE (TYP)
/
/
Parcel ID: l 9601 GG31 7000
John D. Melissa J. Dooley
Book of Record 1471 PG 474
2756 Broadstone Road
Use: Residential
PROPOSED RETAINING WALL
/
�� REFERENCE SHEET C304 FOR
SEPTIC DRAINFIELD EROSION CONTROL ®
i, ..�jj s ♦• ... / .
St � _- _-
EXISTING FLOODWAY (TYP)
/ Parcel ID: 19502CG395000
Sibyl White Pressly
Livmg Trust
CV% /,: " %� • • • �� Book of Record 935 PG 733
; !."',1`I� 2564 Broadstone Road
Use: Resrdentral
-
50 ••. Gj PROPOSED BOARDWALK
=___ �' ; :' ��� � `-` `-`,`,`-`.♦• y (DESIGN BY OTHERS)
— r ...
Z.
_
�'�,, .,., ��, ` ` .._� -, ,, •' •' SEC`S ND TO
Z.
— -- _� \• �S REMAIN
G(W P) A
♦ `.
/50 PROPOSED RETAINING WALL
(TYP) (DESIGN BY OTHERS)
(TYP) (DESIGN BY OTHERS)
•-/ �/ \ \ �0 ��� EXISTING FLOODPLAIN (TYP)
/ 0 BASE FLOOD ELEVATION: 2675'
0000,
-•.•••♦• 26)6 ' ® ry01
e^
44 00000 / l BUILDING PAD TO BE GRADED AND STABILIZED PRIOR
0000,
. 26�i I'
/: ♦`
001,
0 5
%6-7� v -
79 \ I
- - - N I 26
to -- \ �
N /
-- l
\ \7g
---- --- --
PROPOSED 50'x20'x12" CONSTRUCTION ENTRANCE
`W/
(CONSTRUCTION ENTRANCE TO BE MAINTAINED \
AND ADDITIONAL STONE ADDED ON REGULAR �2e
BASIS AS NEEDED)
LATITUDE 36 20870 \ \ 2G81 -
.
LONGITUDE:—81.77354
�2
PROPOSED CLEANWATER BYPASS DITCH
EXISTING CONTOURS (TYP) \�� �% BOTTOM WIDTH: 2'
— 2
\QC, �� \
O�
O>,
Jr
Ij \
Parcel ID: 1,950156923000
Gene E. Sharpe
Book of Record 882 PG 665
232 Maple Spring Road
Use: Residential
PROPOSED ROADSIDE
DITCH W/ SHOULDER \
TO REMOVAL OF TEMPORARY DIVERSION DITCH "RIGHT"
PROPOSED TEMPORARY DIVERSION DITCH "B"
BOTTOM WIDTH: 1'
SIDE SLOPE: 2:1
DEPTH: 2'
SLOPE: 1.5% MIN.
CHANNEL LINER: S75BN OR APPROVED EQUAL
(SEE DETAIL D3.04)
SLOPE. 2.1
Z6g� fir' \ DEPTH: 1' MIN.
SLOPE: 3% MIN.
CHANNEL LINER: S75BN OR APPROVED EQUAL
ADJACENT PROPERTY LINE (TYP)
l is
dj
\ ° o ParcellD: 1980261092000 /
�\ William F. Pressly, Jr. /
Book of Record 694 PG 447
2564 Broadstone Road
Use: Residential
'L•
Parcel ID: 1980266506000
Ronald Goodrich
Book of Record 1869 PG 578
159 Ryans Place
Use: Residential
VALLE CRUCIS
PARK
WqA RIVER
SITE
VALLE CRUCIS I
SCHOOL
rn Q
� N.C.S.R. 1112 w�
Y BROADSTONE RD- �z
r Q Q it
��
in
z
DEVELOPMENT DATA
OWNER/DEVELOPER:
WATAUGA COUNTY BOARD OF EDUCATION
814 WEST KING STREET
BOONE, NC 28607
CONTACT:
DERON GEOUQUE
WATAUGA COUNTY MANAGER
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
CONTACT:
GREG HOFFMAN, P.E.
[phone]
SURVEYOR:
RALPH E. DAUGHTRY LAND SURVEYING
2043 TYNECASTLE HIGHWAY UNIT 2
BANNER ELK, NORTH CAROLINA 28604
CONTACT:
RALPH E. DAUGHTRY, JR.
[phone]
ARCHITECT:
CLARK NEXSEN
301 COLLEGE STREET SUITE 300
ASHEVILLE, NC 28801
CONTACT:
EVE SZENTESI
[phone]
PROJECT DATA
PIN:
ADDRESS:
DEED BOOK/PAGE:
SITE ACREAGE:
ZONING:
SETBACKS:
FRONT:
SIDES:
REAR:
DISTURBED AREA:
PARKING CALCULATIONS:
VEHICULAR:
SPACES PROVIDED:
HANDICAPPED SPACES:
SPACES REQUIRED: 4
1980-261-5170-00
2756 BROADSTONE ROAD
2121 /135
14.83 ACRES
R1—VALLE CRUCIS HISTORICAL DIST
50'
30'
20'
12.50 AC
87
SPACES PROVIDED: 4
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0 ACRES (0%) 14.83 ACRES (100%)
POST —DEVELOPMENT: 4.15 ACRES (28%) 10.68 ACRES (72%)
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
SF
SKIMMER & CONTROL STRUCTURE
TEMPORARY PIPE
— —
EXISTING CONTOURS
PROPOSED CONTOURS
00
TEMPORARY DIVERSION DITCH
TD TD
PERMANENT DIVERSION DITCH
PDT PD
WETLANDS
SEPTIC DRAINFIELD AREA
EROSION CONTROL MATTING
Know what's below.
Call before you dig.
NORTH
PROPOSED 50'x2O'x12" CONSTRUCTION ENTRANCE
(CONSTRUCTION ENTRANCE TO BE MAINTAINED
AND ADDITIONAL STONE ADDED ON REGULAR %
BASIS AS NEEDED)
LATITUDE: 36.20804
LONGITUDE:—81.77258 \/ GRAPHIC SCALE
\ 50 0 25 50 100
�yy ( IN FEET )
4;., 1 inch = 50 ft.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
■i
C L A R K N E X S E N
C:L_AFcr, ivCnSEIV LICENSE NUMBER:
C-1028
'ONSULTANIT
Civil
'4D
Design
CConcepts, PA
ASHEVILLE OFFICE WAYNESVILLE OFFICE
168 PATTON AVENUE 52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805 WAYNESVILLE, NC 28786
PHONE [phone] PHONE [phone]
FAX [phone] FAX [phone]
NCBELS LICENSE #: C-2184 www.eivildesignconcepts.com
CORPORATESEAL
PROFESSIONAL SEAL
SEAL
35 93 =
�4-
F �
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
ROUGH GRADING AND
EROSION CONTROL
PHASE II PLAN
2oo C302
DESIGN: GRH
DRAWN: SAK CN 6832
REVIEW: GRH
U

1
E
191
10,
0
NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. A PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
3. SOIL TYPE SnB.
4. RETAINING WALLS:
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL.
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE
LOCATION OF FENCING/BARRIERS.
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO
WATAUGA COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL.
2
Parcel ID: 196016G31 7000
John D. Melissa J. Dooley
Book of Record 147I PG 474
2756 Broadstone Road
Use: Residential
Parcel 1 D: 1,950156923000
Gene E. Sharpe
Book of Record 552 PG 665
232 Maple Spring Road
Use: Residential
+,
ID: 1,950 177039000
J 'A' Mary L. Stout
Record: 05I PG I5E
2 Broadstone Road
Use: Residential
4 5
/ \ / Parcel 10: 1950275243000
/ \ \ Larry D. * Jackie J. Riggs
Book of Record 1977 PG 750
\ 223 Ryans Place
\ Use: Residential /
sih s
(7 Parcel \ 1 19602Buckley
A 72000 BarringtonnBuckley Associates
Book of Fe
cord 908 PG 357
),4SF ` \ 207 Ryans Place
Use: Residential
C)
�0
s
Parcel 1 D: 19,50261092000
William F. Pressly, Jr.
Book of Record 694 PG 447
2564 Broadstone Road
Use: Residential
ADJACENT PROPERTY LINE (TYP)
i
/
'XISTING WATAUGA RIVER (TYP)
NDEX: 8—(1)
;LASSIFICATION: B; TR,HQW
ZVER BASIN: WATAUGA
Parcel ID: 19502CG3 95000
Sibyl White Pressly
Livmg Trust
Book of Record 935 PG 733
2564 Broadstone Road
Use: Residential
Lei
Parcel ID: 1980266506000
Ronald Goodrich
Book of Record 1569 PG 575
/ 59 Ryans Place
Use: Residential
VALLE CRUCIS
PARK
WqA RIVER
SITE
VALLE CRUCIS I
SCHOOL
rn Q
N.C.S.R. 1112 w�
Y BROADSTONE RD. Q_z
r Q Q�
�w
z
DEVELOPMENT DATA
OWNER/DEVELOPER:
WATAUGA COUNTY BOARD OF EDUCATION
814 WEST KING STREET
BOONE, NC 28607
CONTACT:
DERON GEOUQUE
WATAUGA COUNTY MANAGER
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
CONTACT:
GREG HOFFMAN, P.E.
[phone]
SURVEYOR:
RALPH E. DAUGHTRY LAND SURVEYING
2043 TYNECASTLE HIGHWAY UNIT 2
BANNER ELK, NORTH CAROLINA 28604
CONTACT:
RALPH E. DAUGHTRY, JR.
[phone]
ARCHITECT:
CLARK NEXSEN
301 COLLEGE STREET SUITE 300
ASHEVILLE, NC 28801
CONTACT:
EVE SZENTESI
[phone]
PROJECT DATA
PIN:
1980-261-5170-00
ADDRESS:
2756 BROADSTONE ROAD
DEED BOOK/PAGE:
2121 /135
SITE ACREAGE:
14.83 ACRES
ZONING:
R1—VALLE CRUCIS HISTORICAL DIST
SETBACKS:
FRONT:
50'
SIDES:
30'
REAR:
20'
DISTURBED AREA:
12.50 AC
PARKING CALCULATIONS:
VEHICULAR:
SPACES PROVIDED:
87
HANDICAPPED SPACES:
SPACES REQUIRED:
4 SPACES PROVIDED: 4
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT:
0 ACRES (0%) 14.83 ACRES (100%)
POST —DEVELOPMENT:
4.15 ACRES (28%) 10.68 ACRES (72%)
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
SF
SKIMMER & CONTROL STRUCTURE
TEMPORARY PIPE
— —
EXISTING CONTOURS
PROPOSED CONTOURS
00
TEMPORARY DIVERSION DITCH
TD TD
PERMANENT DIVERSION DITCH
PDT PD
WETLANDS
SEPTIC DRAINFIELD AREA
EROSION CONTROL MATTING
Know what's below.
Call before you dig.
NORTH
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
I inch = 50 ft.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
■►
C L A R K N E X S E N
C;L_AKr, (vCnSEIV LICENSE NUMBER:
C-1028
C_4D Civil
Design
Concepts, PA
ASHEVILLE OFFICE WAYNESVILLE OFFICE
168 PATTON AVENUE 52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805 WAYNESVILLE, NC 28786
PHONE [phone] PHONE [phone]
FAX [phone] FAX [phone]
NCBELS LICENSE #: C-2164 www.civildesignconcepts.com
GURPURATESEAL
PROFESSIONAL SEAL
-�0
�9< -
SEAL
G) 035093 =
.�,A
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
SHEET
ROUGH GRADING AND
EROSION CONTROL
PHASE III PLAN
2oo I C303
DESIGN: GRH
DRAWN: SAK
REVIEW: GRH
�Fj
CN 6832

1
2
3 14 15 16
0
I—
z
ry
E
IU
C
0
NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. A PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
3. SOIL TYPE SnB.
4. RETAINING WALLS:
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL.
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE
LOCATION OF FENCING/BARRIERS.
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO
WATAUGA COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL.
Varcel IU: l 950 / 77039000
Mary L. Stout
Book of Record: 05 / PG l 56
P Roa
PROPOSED NITRIFICATION TRENCH�n
(TYP)
LIMIT LAND DISTURBANCE TO ONLY TRENCHING FOR
NITRIFICATION TRENCHES AND SUPPLY LINES
\ gook of Kecord ! �) / / r& /5U /
\ / Use: Residential /
\ \ Parcel ID: / 050275243000 /
/ Larry D. * Jackie J. Riggs /
\ / Book of Record l 977 PG 750
\ \ \ . / 223 Ryans Place
' • \ Use: Residential
S�
\ S�
�® \ \
Parcel ID: l 9802761 72000
Narrin ton * Buckley Associates
Book of Record 905 PG 357
207 Ryans Place
5 \ Use: Residential
Sid`
EXISTING WATAUGA RIVER (TYP)
Gj \ INDEX: 8—(1)
CLASSIFICATION: B; TR,HQW
SF` RIVER BASIN: WATAUGA
F `
\` \ �
SF \
SF v
` \ /
i \ \
\ S
• S
PROPOSED NITRIFICATION /' t, )
TRENCH SUPPLY LINES
(TYP)
PROPOSED MANIFOLD �� \
PROPOSED FORCEMAIN VN
'**4
/ 1%115 v S�
0
i
,\
W W /
W W VV
W
tl•
W •Y / 7
W W V•(1 � � /
/ W W
W W
/ W W
W W
10
1 400 S,c.
SF —\
C4
U, S
\ G
C4
/
clok
N
A
/ C4 &5
�/�
/ C-j
Ov
LIL
w
Is,
�
W W S
\ J
W W
W W y
W W S
•Y W W�(� /// O //
W W W W V J
� �' �' � .Y\ � `O � � PROPOSED DOUBLE SILT FENCE (TYP)
W W
D V�v� W W W V• (1 �
�� PROPOSED LIMITS OF DISTURBANCE (TYP) W W l
W W
SF V_V\l, J/ \
\ W W
Cco x SFF \ WWW�w
\ Parcel ID: 19502GG305000
0vo
C S SF W W VS+
X W W , EXISTING CONTOURS (TYP) Sibyl White Pressly
'? Living Trust
w �
Cn
W W, EXISTING FLOODWAY (TYP) Book of Record 935 PG 733
`'' 2564 Broadstone Road
Co / EXISTING WETLAND TO Use: Residential
W
WWW Sys �S �
__ 3S 1
WATAUGA RIVER
VALLE CRUCIS
PARK
SITE
VALLE CRUCIS
SCHOOL
rn Q
N.C.S.R. 1112 w�
>- Y PROADSTONE RD_ _iz
= Q Q�
� � w
z
DEVELOPMENT DATA
OWNER/DEVELOPER:
WATAUGA COUNTY BOARD OF EDUCATION
814 WEST KING STREET
BOONE, NC 28607
CONTACT:
DERON GEOUQUE
WATAUGA COUNTY MANAGER
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
CONTACT:
GREG HOFFMAN, P.E.
[phone]
SURVEYOR:
RALPH E. DAUGHTRY LAND SURVEYING
2043 TYNECASTLE HIGHWAY UNIT 2
BANNER ELK, NORTH CAROLINA 28604
CONTACT:
RALPH E. DAUGHTRY, JR.
[phone]
ARCHITECT:
CLARK NEXSEN
301 COLLEGE STREET SUITE 300
ASHEVILLE, NC 28801
CONTACT:
EVE SZENTESI
[phone]
PROJECT DATA
PIN:
1980-261-5170-00
ADDRESS:
2756 BROADSTONE ROAD
DEED BOOK/PAGE:
2121 /135
SITE ACREAGE:
14.83 ACRES
ZONING:
R1—VALLE CRUCIS HISTORICAL DIST
SETBACKS:
FRONT:
50'
SIDES:
30'
REAR:
20'
DISTURBED AREA:
12.50 AC
PARKING CALCULATIONS:
VEHICULAR:
SPACES PROVIDED:
87
HANDICAPPED SPACES:
SPACES REQUIRED: 4
SPACES PROVIDED: 4
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE —DEVELOPMENT: 0 ACRES (0%) 14.83 ACRES (100%)
POST —DEVELOPMENT: 4.15 ACRES (28%) 10.68 ACRES (72%)
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
SKIMMER & CONTROL STRUCTURE
TEMPORARY PIPE
EXISTING CONTOURS
PROPOSED CONTOURS
TEMPORARY DIVERSION DITCH
PERMANENT DIVERSION DITCH
WETLANDS
SEPTIC DRAINFIELD AREA
Know what's below.
Call before you dig.
p�pSFs
00
TD TD
PD PD
NORTH
GRAPHIC SCALE
30 0 15 30 60
L
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
■i
�LARKNEXSEN
C:L_AFcr, IVCnSEI\I LICENSE NUMBER:
C-1028
'ONSULTANIT
Civil
Design
Concepts, PA
ASHEVILLE OFFICE WAYNESVILLE OFFICE
168 PATTON AVENUE 52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805 WAYNESVILLE, NC 28786
PHONE [phone] PHONE [phone]
FAX [phone] FAX [phone]
NCBELS LICENSE #: C-2184 www.eivildesignconcepts.com
CORPORATESEAL
PROFESSIONAL SEAL
SEAL
035093
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
DRAINFIELD EROSION
CONTROL
C304
0
( IN FEET )
1 inch = 30 ft.
DESIGN: GRH
DRAWN: SAK CN 6832
REVIEW: GRH

1
E
IU
C�
0
STRUCTURE TABLE
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES)
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
RIM 2675.8
Al
10+73
INV. IN 2672.2 (A2-Al)
3.7't
CURB INLET
INV. OUT 2672.1 (Al -CO)
RIM 2677.0
A2
11+29
INV. OUT 2673.3 (A2-Al)
3 7'f
CURB INLET
RIM 2677.1
BO
10+00
INV. IN 2668.7 (61-130)
8.4't
INLET STRUCTURE
INV. IN 2669.0 (El-BO)
RIM 2675.5
INV. IN 2669.4 (62-B1)
B1
10+59
INV. IN 2669.5 (DO-B1)
6.5'f
CURB INLET
INV. OUT 2669.0 (131-130)
RIM 2673.9
INV. IN 2670.0 (B3-B2)
B2
11+40
INV. IN 2670.6 (FO-B2)
4.0'f
CURB INLET
INV. OUT 2669.9 (B2-B1)
RIM 2673.9
B3
11+71
INV. IN 2670.3 (B4-B3)
3,7'f
CURB INLET
INV. OUT 2670.2 (B3-B2)
RIM 2674.9
INV. IN 2671.0 (GO-134)
B4
12+67
INV. IN 2671.6 (B5-B4)
4.0'f
CURB INLET
INV. OUT 2670.9 (B4-B3)
RIM 2675.0
B5
13+56
INV. IN 2672.4 (B6-135)
3.0'f
CURB INLET
INV. OUT 2672.1 (B5-64)
RIM 2678.2
B6
14+84
INV. OUT 2674.8 (B6-B5)
3.4't
OPEN THROAT
RIM 2675.3
CO
10+00
INV. IN 2669.7 (Cl-CO)
5.6't
CURB INLET
INV. IN 2671.6 (A1-CO)
RIM 2675.5
C1
10+79
INV. IN 2670.2 (C2-Cl)
5.4't
CURB INLET
INV. OUT 2670.1 (Cl-CO)
RIM 2677.5
C2
12+04
INV. IN 2672.7 (C3-C2)
4,9'f
CURB INLET
INV. OUT 2672.6 (C2-Cl)
RIM 2684.2
C3
13+71
INV. OUT 2681.0 (C3-C2)
3 2'f
CURB INLET
RIM 2676.7
DO
11+16
INV. IN 2670.3 (D1-DO)
6.4't
CURB INLET
INV. OUT 2670.2 (DO-131)
RIM 2678.1
D1
11+85
INV. IN 2670.8 (D2-D1)
7,4'f
CURB INLET
INV. OUT 2670.7 (D1-DO)
RIM 2677.0
D2
12+10
INV. IN 2671.1 (D3-D2)
6.1't
CURB INLET
INV. OUT 2671.0 (D2-D1)
RIM 2677.3
D3
12+93
INV. OUT 2671.5 (D3-D2)
5 7'f
CURB INLET
RIM 2676.3
E1
10+67
INV. IN 2670.0 (E2-El)
6,8'f
CURB INLET
INV. OUT 2669.4 (El-BO)
RIM 2677.4
E2
10+96
INV. OUT 2671.6 E2-El)
5.8't
CURB INLET
RIM 2673.7(
FO
0+46
INV. OUT 2670.8FO-B2)
2 8't
CURB INLET
RIM 2674.0
GO
10+37
INV. OUT 2671.2 (GO-B4)
2 7't
CURB INLET
RIM 2670.6
HO
10+00
INV. IN 2668.9 (H1-HO)
5.0't
FES
RIM 2676.3
H1
11+29
INV. OUT 2673.2 (H1-HO)
3.1't
OPEN THROAT
PIPE TABLE
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES)
PIPE NAME
SIZE
LENGTH
SLOPE
MATERIAL
Al -CO
18"
70'
0.6%
HDPE
A2-Al
18"
54'
2.2%
HDPE
B1-B0
42"
56'
0.6%
HDPE
B2-61
24"
78'
0.6%
HDPE
B3-62
24"
27'
0.6%
HDPE
B4-63
18"
93'
0.6%
HDPE
B5-B4
18"
86'
0.6%
Concrete Pipe
B6-B5
15"
126
1.9%
Concrete Pipe
C1-00
36"
76'
0.6%
HDPE
C2-Cl
36"
123'
1.9%
HDPE
C3-C2
18"
165'
5.0%
HDPE
DO-131
42"
114'
0.6%
HDPE
D1-D0
42"
66'
0.6%
HDPE
D2-D1
42"
22'
0.6%
HDPE
D3-D2
42"
81'
0.6%
HDPE
El-BO
54"
64'
0.6%
HDPE
E2-E1
42"
26'
6.3%
HDPE
FO-B2
18"
44'
0.6%
Concrete Pipe
GO-B4
18"
35'
0.6%
Concrete Pipe
H1-H0
18"
128'
3.4%
HDPE
2
PROPOSED WELL & 100' EASEMENT
PROPOSED CURB INLET (TYP)
/
/
Parcel ID: 1,960 1663 1 7000
John D. f Melissa J. Dooley
Book of Record 1471 PG 474
2756 Broadstone Road
Use: Residential
PROPOSED SEWER
DRAIN FIELD (TYP)
/
Parcel ID: 19801 77039000 /
Mary L. Stout
Book of Record: 051 PG 156
2752 Broadstone Road I
Use: Residential /
SE�7C
PI TI 10
/ SEPTIC
PIT 12
/
E-
TI
4 5
\ / / Parcel lD: 1960275243000
\ \ / Larry D. * tackle J. Riggs R
\ \ Book of Record 1977 PG 750
/ 223 Ryans Place
Use: Residential /
__)EPTIC \ \
DIT 5 \ \
Parcel 1 D: 19602 76172000
1larrington * Buckley Associates
Book of Record 905 PG 357
207 Ryans Place
Use: Residential
EXISTING WATAUGA RIVER (TYP)
INDEX: 8-(1)
CLASSIFICATION: B; TR,HQW
\ RIVER BASIN: WATAUGA
\ SEPTIC \ \ \
v PIT 20 V /
SETIC \
SEPTIC PIT \ \
/ \P\ 13 SEPTIC
/ PIT 8
�9
y \ - PITv21 \
H E
/\\ F/RR
FO
669
SEPTIC - v SEPTI 0�
v \ 2 / PIT 2
/ /
1/
S E PTI - PROPOSED RIP RAP APRON 'A'
PIT 7 LENGTH: 20'
WIDTH AT FES: 7.5'
\ WIDTH AT END: 22.5' L\ /
DEPTH: 0.75" /
STONE CLASS: B
\ (SEE DETAIL D5.07) \S EPTI C
PSI T 17 /
Y \
PROPOSED ADS BAYFILTER SYSTEM "A" \ i / ® PROPERTY LINE (TYP)
CARTRIDGE TYPE: 522 \ /
NUMBER OF CARTRIDGES: 8
W 75% WATER QUALITY VOLUME: 9,800 CIF
��- (SEE SHEET C952) \OO /
/SEPTI�
�J PIT 23�
267 \\'
SEPTIC / EXISTING FLOODWAY (TYP)
26� lilt \ V AA �� VA Parcel ID: 1980266395000
74.1 B2 V \ VA �.\ \\ S E\ C sibyl White Pressly
B3 00 lilt AA A PIT 1 4-,, Book of Record 935 PG 733
\ _ -
2676 � � � _ _ - - V / 2564 Broadstone Road
/ \ \\- /
BO \\mot \ \ \� Use: Residential
Willow
B 1
267
/ \ \ \ \SEPTIC PROPOSED RIP RAP APRON 'B'
/ GO
• \ \ W W \ \ \ LENGTH: 11
11\� WIDTH AT FES: 4.5'
/ 64 \ WIDTH AT END: 12.5'
/ N 2677 E\ \ _\ DEPTH: 0.75"
1
7 STONE CLASS: B
d (SEE DETAIL D5.07)
/ N . A2
/ E2
ONOW
lop AND 1
�. ♦ � ,' : � ( W,...w ��w WWI \w. � F 00 A�fER
ER
S E SI_
IV/
� / / � �� � I �� � � � � �� CAN � M LENGTH:
RIP RAP APRON 'C'
EXISTING WETLAND (TYP) DO 77.e �' \� \ VA
/ 267g ���� WIDTH AT FES: 4.5'
/„ *. -_ -_ �� WIDTH AT END: 13.5'
65
1%' ° . DEPTH: 0.75"
W ��a 7s.tJ B
STONE CLASS
(SEE DETAIL D5.07)
PROPOSED STORM PIPE (TYP) -
2676 a D2 sGo� / / Co r
� I PROPOSED ADS BAYFILTER SYSTEM "B"
a.
CARTRIDGE TYPE: 522
NUMBER OF CARTRIDGES: 1
75% WATER QUALITY VOLUME: 1,303 CIF
D3 (SEE SHEET C952
W
<<
% 5\ .mow w . 67 / EXISTING FLOODPLAIN (TYP) / E
INV � C - - BASE FLOOD ELEVATION: 2675'
2
4' 7,6
° B6
_ - _ _ _ - - PROPOSED STORM
DRAINAGE BYPASS PIPE
INV 526�
6.34
PROPOSED OPEN THROAT
CATCH BASIN (TYP) (SEE
DETAIL D5.06)
C2
-2
6_�---FEE: 2679'
\ \ \-2874)300 SF
00
PROPOSED
PERMANENT DITCH "A"
Parcel 1 D: 19,50 156923000
Gene E. Sharpe
Book of Record 882 PG C65
232 Maple Spring Road
Use: Residential
\_2684
C3
/
/
/
PROPOSED SEWER (TYP)
PROPOSED
/ PERMANENT DITCH "B"
PROPOSED HDPE
STORM PIPE (TYP)
ADJACENT PROPERTY LINE (TYP)
'OPOSED CURB INLET (TYP)
/
Parcel 1 D: 1980261092000
William F. Pressly, Jr. /
Book of Record 694 PG 447
2564 Broadstone Road
Use: Residential
41 \
C� \
�w
Parcel ID: 19,50268806000
Ronald Goodrich
Book of Record 1869 PG 57e
159 Ryans Place
Use: Residential
VALLE CRUCIS
PARK
WqA RIVER
SITE
VALLE CRUCIS
SCHOOL
I
Q
:5
N.C.S.R. 1112
w0
Y
BROADSTONE RD_
�z
=
Q
QE
�n_
Cn
z
DEVELOPMENT DATA
OWNER/DEVELOPER:
WATAUGA COUNTY BOARD OF EDUCATION
814 WEST KING STREET
BOONE, NC 28607
CONTACT:
DERON GEOUQUE
WATAUGA COUNTY MANAGER
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
CONTACT:
GREG HOFFMAN, P.E.
[phone]
SURVEYOR:
RALPH E. DAUGHTRY LAND SURVEYING
2043 TYNECASTLE HIGHWAY UNIT 2
BANNER ELK, NORTH CAROLINA 28604
CONTACT:
RALPH E. DAUGHTRY, JR.
[phone]
ARCHITECT:
CLARK NEXSEN
301 COLLEGE STREET SUITE 300
ASHEVILLE, NC 28801
CONTACT:
EVE SZENTESI
[phone]
PROJECT DATA
PIN:
1980-261-5170-00
ADDRESS:
2756 BROADSTONE ROAD
DEED BOOK/PAGE:
2121 /135
SITE ACREAGE:
14.83 ACRES
ZONING:
R1-VALLE CRUCIS HISTORICAL DIST
SETBACKS:
FRONT:
50'
SIDES:
30'
REAR:
20'
DISTURBED AREA:
12.50 AC
PARKING CALCULATIONS:
VEHICULAR:
SPACES PROVIDED:
87
HANDICAPPED SPACES:
SPACES REQUIRED:
4 SPACES PROVIDED: 4
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT:
0 ACRES (0%) 14.83 ACRES (100%)
POST -DEVELOPMENT:
4.15 ACRES (28%) 10.68 ACRES (72%)
STORM LEGEND
EXISTING STORM PIPE
EXISTING STORM
STRUCTURE
PROPOSED
STORM PIPE
PROPOSED
FRENCH DRAINS
PROPOSED
HEADWALL
PROPOSED
INLET STRUCTURE
PROPOSED
JUNCTION BOX
PROPOSED
DETENTION STRUCTURE
PROPOSED
RIP -RAP APRON
Know what's below.
Call before you dig.
0
v
0
OQ
NORTH
GRAPHIC SCALE
50 o 25
( IN FEET )
1 inch = 50 ft.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
■i
�LARKNE�CSEN
(:L_AFcr\ ivCnSEIV LICENSE NUMBER:
C-1028
'ONSULTANIT
Civil
Design
Concepts, PA
ASHEVILLE OFFICE WAYNESVILLE OFFICE
168 PATTON AVENUE 52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805 WAYNESVILLE, NC 28786
PHONE [phone] PHONE [phone]
bin
FAX [phone] FAX [phone]
NCBELS LICENSE #: C-2184 www.eivildesignconcepts.com
CORPORATESEAL
PROFESSIONAL SEAL
� oo
SEAL
o° 03 093 0� 2
��''�iiill�•�il���, ��``��
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
STORM DRAINAGE PLAN
2oo C500
DESIGN: GRH
DRAWN: SAK CN 6832
REVIEW: GRH

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1-
z
IY
n
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0 25 50 100
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1 inch = 50 ft. (H)
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1 inch = 10 ft. (V)
Know what's below.
Call before you dig.
N OTE:
THE PIPE LENGTHS, SLOPES, AND INVERTS SHOWN
IN THE ABOVE PROFILES ARE BASED ON A 2D
LENGTH AND MEASURED FROM INSIDE WALL TO
INSIDE WALL OF STRUCTURES. CONTRACTOR
SHALL VERIFY ALL INVERTS AND LINE LENGTHS
PRIOR TO CONSTRUCTION.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
10
C L A R K N E X S E N
CLARK INtxSEIV LICENSE NUMBER:
C-1028
Civil
Design
CConcepts, PA
ASHEVILLE OFFICE WAYNESVILLE OFFICE
168 PATTON AVENUE 52 WALNUT STREET - SUITE 9
ASHEVILLE, NC 28805 WAYNESVILLE, NC 28786
PHONE [phone] PHONE [phone]
FAX [phone] FAX [phone]
NCBELS LICENSE #: C-2184 www.eivildesignconcepts.com
CORPORATESEAL
PROFESSIONAL SEAL
o
E 0
oQ° 9'r
oo
SEAL
035093
, o�=
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oA 0,
Y NSF
R.
0/111110
04/08/2022
PERMIT DRAWINGS
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
STORM PROFILES
C501
DESIGN: GRH
DRAWN: SAK CN 6832
REVIEW: GRH
A