SWA000150_Plansheet C401 - Proposed Drainage Area_20220624

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. NO PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA — —
FLOODPLAIN. — =-
3. SOIL TYPE: B --- _-----
4. CONTRACTOR TO PERFORM A SOIL TEST TO DETERMINE FERTILIZER
APPLICATION RATES. CONTRACTOR TO PROVIDE VERIFICATION THAT
A SOIL TEST CANNOT BE PERFORMED IF GENERIC APPLICATIONRATES ARE TO BE USED.
—
�i'%'%
5. RIVER BASIN: BROAD
6. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT / \
828-771-4755, OR EMAIL AT [e-mail].
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING
OR REDOING WORK
` PROPERTY LINE (TYP)
\ — — — — — — — — -
PAMELA 0. MOORB
PARCEL #: 1201410 — — _ — — _ _ — — _ JOANNE WALLER
DB 55G PG 792
— — PARCEL #: 1636704
\----- --- D5550PG317
\ ` — — — — — — — — — — — — — — — _
ALL DOWNSPOUT COLLECTOR PIPES SHALL BE HDPE WITH —
PUSH -ON WATERTIGHT JOINTS, WYES, FITTINGS AND
COUPLINGS AS REQUIRED TO TIE-IN ALL DOWNSPOUT _
LEADERS AND ROOF DRAINS FROM THE BUILDINGS. — — _ _ _ _ _ _
COLLECTOR PIPES SHALL HAVE 18" MIN. COVER AND BE
AT 1.0% MIN. SLOPE (TYP). CONTRACTOR TO COORDINATE
CONNECTION LOCATIONS WITH ARCHITECTURAL PLANS.
\ (SEE DETAIL D4.03)
--
PROPOSED 8" HDPE DOWNSPOUT COLLECTOR
PIPE (TYP) (1.0% MIN. SLOPE)
e�P 6
\ 66. — \ EP 65.57
EP 64.5
\ FG 64,5 G 6520—
STORM LEGEND
EXISTING STORM PIPE
EXISTING STORM STRUCTURE
PROPOSED STORM PIPE
PROPOSED JUNCTION BOX
PROPOSED FLARED END SECTION
PROPOSED RIP -RAP APRON
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DEVELOPMENT DATA
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OWNER/DEVELOPER: THE BROADWAY GROUP, LLC
P.O. BOX 18968
N
HUNTSVILLE, ALABAMA 35804
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CONTACT: ROBERT M BROADWAY
[phone]
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CIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A.
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168 PATTON AVENUE
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ASHEVILLE, NC 28801
CONTACT: JESSE GARDNER, P.E.Uj
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[phone]
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SURVEYOR: MCABEE & ASSOCIATES, PA
PO BOX 1768
FAIRVIEW, NORTH CAROLINA 28730
CONTACT: J. BARRY WEST, PLS
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PROJECT DATA
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%)
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LANDSCAPING REQUIREMENTS: SEE LANDSCAPE PLAN
SOIL TYPE PaC2
SOIL GROUP: B
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A WETLANDS EVALUATION WAS CONDUCTED ON JUNE = v ° 1n n
15, 2022, BY W. BRANDON FULTON, LSS, PSC, PWS, 0 4;..
ENVIRONMENTAL PRINCIPAL, ECS SOUTHEAST, LLP. `l ° �o,
BASED ON HIS FINDINGS, MR. FULTON DETERMINED %dON°
THAT NO WETLANDS ARE LOCATED ON THIS SITE.
CDC INSPECTIONS HOTLINE.-
828- 71-4 75OR INSPEC'TJ0Nvj,('1)C'G0.('0M
Know what's below.
Call before you dig
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DRAWN BY: DMS
STORM DRAINAGE AND FINE PROJECT No.:
XXX PERMIT NO. xxx
GRADING PLAN
GRAPHIC SCALE
SHEET
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
C401