SWA000150_Plansheet - Other_20220624

NOTES
1. SEE UTILITY DETAIL SHEETS FOR ALL GENERAL WATER & SEWER
NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS
SHEETS WITH ALL UTILITY PLANS.
2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5' OFF EDGE OF
PAVEMENT/SIDEWALK. WHEN A UTILITY STRIP IS PRESENT, METERS
SHALL BE INSTALLED WITHIN STRIP. WHEN SIDEWALK IS
CONSTRUCTED AND NO STRIP IS AVAILABLE, SERVICE LINES
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE
EXTENDING 6" ON EITHER SIDE OF SIDEWALK PER CITY OF
ASHEVILLE STANDARDS AND SPECIFICATIONS,
3. CROSSINGS TO MAINTAIN MSD REQUIRED VERTICAL SEPARATION.
CONTRACTOR TO CONTACT ENGINEER ON ANY CROSSING THAT
DOES NOT MEET THIS SEPARATION, OR SEPARATION IS CLOSER
THAN 1'. REFER TO GENERAL NOTES ON SEWER DETAIL SHEET
FOR SEPARATION REQUIREMENTS BETWEEN UTILITIES.
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT
828-771-4755, OR EMAIL AT INSPECTIONSQCDCGO.COM.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING
OR REDOING WORK.
5. TYPICAL EASEMENTS FOR WATER/SEWER LINES LOCATED OUTSIDE
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT—OF—WAYS
SHALL BE AS SHOWN. THE ENTIRE WATER/SEWER EASEMENT MUST
BE CLEAR AND REMAINED CLEARED OF TREE PLANTINGS, EXISTING
TREES, AND ANY PERMANENT STRUCTURES.
6. NO PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
PROPOSED 2' CONTOURS (TYP)
1
1 �
PAMELA O. MOORE ----------�
PARCEL #: 12014 10 _ \--- ____ ____
DB 55G PG 792 — — —
---------------
\ \ -A
PROPERTY LINE (TYP)
— — — — PROPOSED SEPTIC LOCATION
PROPOSED BUILDING WATER CONNECTION
(SEE PLUMBING DRAWINGS FOR CONTINUATION)
PROPOSED 1" SDR 21 PVC WATER LINE
— — — — — — — — — — (TYP) (3' MIN. COVER) (SEE DETAIL D5.02)
PROPOSED
1-3/4" RPZ BACKFLOW PREVENTER IN ABOVE GROUND
HEATED ENCLOSURE (ENCLOSURE TO MEET ASSE
1060 STANDARD REQUIREMENTS)
EXISTING 2' CONTOURS (TYP)
OLD G I LBEIRTTOWN R DAD v v�
PUBLIC - ASPHALT (SR # 1539) \ o y
(5EE NOTE #7 REGARDING v V A
PUBLIC R/W)
oN
1
JOANNE WALLER
PARCEL #: 1636704
DD550PG317
_ \ 1-3/4" UL/FM APPROVED SWING CHECK VALVE AND
PRV IF PRESSURES TO EXCEED 175 PSI LOCATED
WITHIN RPA ENCLOSURE (ELECTRIC SERVICE
— — — REQUIRED FOR HEATED ENCLOSURE)
PROPOSED 3/4" WATER METER BOX `
(TYP) (SEE DETAIL D5.03)
4% l \
— o \
6 �s
a ,
vX,
0
o
\A// APPROXIMATE LOCATION OF
EXISTING 8" DIP WATER LINE
PROPOSED 1"x8" TAPPING SLEEVE AND VALVE
ON EXISTING WATER LINE (SEE DETAIL D5.01)
NOTE:
CONTRACTOR TO VERIFY LOCATION/ SIZE/
MATERIAL PRIOR TO ORDERING MATERIALS.
US 1J IGHWAY 64
PUBLIC - ASPHALT
(SEE NOTE #7 REGARDING
— / PUBLIC WIN)
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DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
GA
VICINITY MAP
(NOT TO SCALE)
THE BROADWAY GROUP, LLC
P.O. BOX 18968
HUNTSVILLE, ALABAMA 35804
ROBERT M BROADWAY
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
JESSE GARDNER, P.E.
[phone]
MCABEE & ASSOCIATES, PA
PO BOX 1768
FAIRVIEW, NORTH CAROLINA 28730
J. BARRY WEST, PLS
[phone]
PIN:
1636703
ADDRESS:
TBD US HWY 64, RUTHERFORDTON, NC
DEED BOOK/PAGE:
903/307
SITE ACREAGE:
2.33 ACRES
ZONING:
SFR1
SETBACKS:
FRONT:
35' (FROM ROW)
SIDES:
12'
REAR:
15'
DISTURBED AREA:
1.77 AC
BUILDING DATA:
BUILDING
DESCRIPTION HEIGHT GFA
BUILDING A
RETAIL 18, 10,680 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT:
0.00 ACRES (00%) 2.33 ACRES (100%)
POST -DEVELOPMENT:
0.79 ACRES (66%) 1.54 ACRES (34%)
LANDSCAPING REQUIREMENTS: SEE LANDSCAPE PLAN
SOIL TYPE
PaC2
SOIL GROUP:
B
CDC INSPECTIONS HOTLINE.
828-771-4755 OR [e-mail]
Know what's beIow.
Cal I before you dig.
NORTH
UTILITY PLAN
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
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DRAWN BY:
DMS
CDC PROJECT NO.:
XXX PERMIT NO.
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SHEET
120
C501