SW4220501_Plansheet - Proposed Conditions_Site Plan_20220510

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1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE,
AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN
THE PROJECT TECHNICAL SPECIFICATIONS.
2. SINGLE-PHASE CONSTRUCTION.
3. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED
CONTRACTOR.
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE
EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO
CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR
DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT
BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO
CONSTRUCTION.
5. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES (SHOWN TO
REMAIN) AND NEWLY COMPLETED WORK DURING CONSTRUCTION. ANY
DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION
ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO
BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF
APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST
72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. THE
CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811,
72 HOURS BEFORE CONSTRUCTION BEGINS.
7. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE
DRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5%
SIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A
MAXIMUM OF 1/4" PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE
IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A
STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT
CONTRACTORS EXPENSE.
8. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE
NOTED. ALL PARKING LOT RADII ARE 3' UNLESS OTHERWISE NOTED.
9. ALL ROAD/PARKING LOT IMPROVEMENTS, STRIPING AND SIGNAGE
SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICE (MUTCD). CONTRACTOR MAY USE A PAINT
SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC
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.
Parcel ID: 1960I GG31 70(
John D. Melissa J. Doole,
Book of Record 147I PG 474
2756 Broadstone Road
Use: Res�dent�al
PROPOSED SEPTIC DRAIN
FIELD
Parcel 10: 1,950156923000
Gene E. Sharpe
Book of Record 882 PG 665
232 Maple Spring Road
Use: Residential
/ \ / Parcel 10: 1950275243000
Larry D. * tackle J. Riggs
N.Book of Record 1977 PG 750
223 Ryans Place
Use: Residential
/ & \
/ SEPTIC
PIT 12 \ \
SEPTIC
PIT 5
Parcel ID: 19501 77039000 /
Mary L. Stout \ \ \
ok of Record: 05 I PG 156 \
2 Broadstone Road l SEPTIC
Use: idential P 1 T 2 0 \
� o PI 4 \
SEPTIC \
/ PIT 10
/
/
/ SEP
SEPTIC PIT 1
� � PIT 3
SEPTI SEPTIC
PIT 13 \ PIT 8
__M
PROPOSED WELL BUILDING
i FFE 2677.1 _j E
\ PROPOSED RETAINING WALL ` SEPTIC
WITH PEDESTRIAN GUARD RAIL \ 2
C)
I�Dll \
�EPTI(�
PIT 7
I
I
1\\0
SEP�C
PIT �
SEPTI1
PIT 1
Parcel 1 D: 19,50261092000
William F. Pressly, Jr.
Book of Record 694 PG 447
2564 Broadstone Road
1 I-_11. P111 _, .41-11,1J-,-11
SEPTIC
PIT 17
SEPTIC
PIT 16
,
R46.0' VO (0/\,
CIV
Parcel 10: 19602 76172000
Barrington * Buckley Associates
Book of Record 905 PG 357
207 Ryans Place
Use: Residential
Parcel ID: 1980266506000
Ronald Goodrich
Book of Record 1869 PG 578
/ 59 Ryans Place
Use: Residential
SEPTIC
PIT 21
SEPTI �// 60��
PIT 2
00 �
I / SST \
2 /
SEPTIC
PIT 23/
EXISTING FLOODWAY (TYP)
Parcel ID: 19502CG3 95000
Sibyl White Pressly
Livmg Trust
Book of Record 935 PG 733
2564 Broadstone Road
Use: Residential
VALLE CRUCIS
PARK
WqA RIVER
SITE
VALLE CRUCIS I
SCHOOL
rn Q
N.C.S.R. 1112 w�
Y PROADSTONE RD. _iz %4
r Q Q�
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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%)
SITE LEGEND
PROPERTY
LINE
— —
SETBACK LINE
—
RIGHT OF
WAY LINE
SAWCUT LINE
-
— — — — — -
PROPOSED
CHAIN LINK FENCE
o 0 0
PROPOSED
VEHICULAR GUARD RAIL
--
PROPOSED
SIGHT TRIANGLE
T�
PROPOSED
HEAVY DUTY PAVEMENT
LiEd
PROPOSED
LIGHT DUTY PAVEMENT
PROPOSED
CONCRETE SIDEWALK
O
PROPOSED
PLAYGROUND AREA
Know what's below.
Call before you dig.
NORTH
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
WATAUGA COUNTY
VALLE CRUCIS SCHOOL
BROADSTONE ROAD
VALLE CRUCIS, NC
SCO ##
CODE:
ITEM:
DESIGNER
■►
�LARKNEXSEN
C:L.AFcr, IVCASEIV 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
A
SEAL
035093 0
oRiR.
Y,
04/08/2022
PERMIT DRAWINGS
REVISIONS
1 01/13/2022 DESIGN DEVELOPMENT
2 04/01/2022 EC / STORM / NCDOT SUBMITTAL
KEY PLAN
SI1 E PLAN
2oo I C200
DESIGN: GRH
DRAWN: SAK
REVIEW: GRH
�Fj
CN 6832