20221724 Ver 1_Pages from CivilSetA 12232022 DIGSIG_20230125

GRADING NOTES:
1. ALL SITE A.D.A. ACCESSIBLE ROUTES SHALL BE GRADED TO HAVE A MAXIMUM
LONGITUDINAL SLOPE OF 5.00% (1:20) AND A MAXIMUM CROSS -SLOPE OF 2.00%.
2. ALL SITE A.D.A. PARKING SPACES SHALL BE GRADED TO HAVE A MAXIMUM SLOPE
IN ANY DIRECTION OF 2.00%.
3. MINIMUM SLOPE IN ANY GRASSED AREA SHALL BE 2.00%. MINIMUM SLOPE IN ANY
PAVED AREA SHALL BE 1.15%.
4. MAXIMUM SLOPE IN ANY PARKING SPACE SHALL BE 4.00%.
5. ALL FILL/CUT SLOPES SHOWN ON THE SITE SHALL BE 3:1 OR AS INDICATED ON
THE PLAN.
6. CUT SLOPES IN ROCK MAY BE LEFT EXPOSED IF APPROVED BY THE OWNERS
REPRESENTATIVE.
7. THE CONTRACTOR SHALL GRADE AROUND ALL LANDSCAPE ISLANDS TO PROVIDE
POSITIVE DRAINAGE AROUND THE ISLAND AT A MINIMUM 1.00% SLOPE.
8. THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION WITH THE
GEOTECHNICAL TESTING COMPANY. COMPACTION SHALL BE PER THE
GEOTECHNICAL REPORT FOR THIS SPECIFIC PROJECT.
9. THE CONTRACTOR SHALL INCLUDE IN PRICE ALL CUT/FILL NECESSARY TO
BALANCE EARTHWORK ON -SITE BY RAISING OR LOWERING THE BENCHMARK
ELEVATION. UNIT PRICES SHALL BE PROVIDED FOR MASS ROCK EXCAVATION,
TRENCH ROCK EXCAVATION, HAUL OFF, AND HAUL IN AND DEWATERING.
10. THE RETAINING WALLS ON THE CIVIL PLANS ARE SHOWN TO INDICATE HEIGHTS
AND LOCATION AT GRADE. REFER TO THE STRUCTURAL DRAWINGS FOR
DETAILING OF WALL CONSTRUCTION . THIS DRAWING IS NOT TO BE USED BY THE
CONTRACTOR AS CERTIFIED CONSTRUCTION DRAWING FOR RETAINING WALL
CONSTRUCTION.
NOTE:
ALL EXISTING FIELD CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL CONTACT SITE ENGINEER AND OWNER IMMEDIATELY
IF ANY DISCREPANCIES ARE NOTICED.
TEMPORARY/CONSTRUCTION BENCHMARK NOTE:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND ELEVATION
OF THE CBM/TBM (CONSTRUCTION BENCHMARK/TEMOPORARY BENCHMARK) PRIOR
TO BEGINNING CONSTRUCTION.
BUILDING CORNERS NOTE:
CONTRACTORS SURVEYOR TO STAKE ALL BUILDING CORNERS PRIOR TO CONSTRUCTION.
CONTRACTOR TO CONTACT SURVEYOR TO APPROVE PRIOR TO BEGINNING BUILDING
CONSTRUCTION.
SB
WB
LC LC
1000
LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
EASEMENT LINE
STREAM BANK
WETLAND BUFFER
LC LIMITS OF CONSTRUCTION/DISTURBANCE
EXISTING CONTOUR
PROPOSED CONTOUR
»SD»»SD»
SS
SS
GAS
GAS
UGT
FO FO
FOC
-UGP
UGP
OHP
OHP
WATER MANHOLE
DRAINAGE MANHOLE (EXISTING)
DRAINAGE MANHOLE (PROPOSED)
CATCH BASIN (EXISTING)
CATCH BASIN (PROPOSED)
HEADWALL (PROPOSED)
FLARED END PIPE (PROPOSED)
STORM DRAINAGE PIPE (EXISTING)
STORM DRAINAGE PIPE (PROPOSED)
SANITARY SEWER LINE (EXISTING)
SANITARY SEWER LINE (PROPOSED)
SANITARY SEWER MANHOLE (EXISTING)
SANITARY SEWER MANHOLE (PROPOSED)
WATER LINE (EXISTING)
WATER LINE (PROPOSED)
GAS LINE (EXISTING)
GAS LINE (PROPOSED)
UNDERGROUND TELEPHONE
UNDERGROUND FIBER OPTIC LINE (EXISTING)
UNDERGROUND FIBER OPTIC LINE (PROPOSED)
UNDERGROUND ELECTRIC (EXISTING)
UNDERGROUND ELECTRIC (PROPOSED)
OVERHEAD POWER (EXISTING)
OVERHEAD POWER (PROPOSED)
WATER METER
WATER VALVE
HYDRANT (EXISTING)
HYDRANT (PROPOSED)
LIGHT POLE (EXISTING)
UTILITY POLE (EXISTING)
TRAFFIC SIGNAL POLE
SIGN
TELEPHONE PEDESTAL
TRAFFIC SIGNAL BOX
IRON PIN-REBAR FOUND
MSD #7-52493
8" PVC ROOF LEADER COLLECTION PIPE
® 2.00% MIN. TIE TO STR-4.5
RETAINING WALL
BOBGYN, LLC
DB 2312 PG 450
LOT 12 - PB 74 PG 50
PIN: 9657-24-9709
CONCRETE SWALE
TO BE INSTALLED PRIOR
TO WALL CUT/ CONSTRUCTION
CURB INLET
RIM: 2108.2'
INV. OUT• 2104.3'
STR-2.3
4' X 4' WEIR INLET
W/ SLAB ACCESS LID
4' X 4' PRE -CAST C.B.
RIM EL.: 2086.90
I.E. OUT: 2083.00
STR-3
4' X 6' JUNCTION BOX
W/ OUTLET WEIR PRE -CAST
RIM EL.: 2082.82
I.E. OUT: 2072.25
RIP -RAP APRON AT C.B.
d50 = 6"
VOL = 870 C.F.
THICKNESS = 1.25'
92 L.F.+/- of 18" HP ® 2.70%
6" UNDERDRAIN IN 2' X 2' WASHED STONE
ALONG EXISTING GRADE. TIE TO
STR-2.2
STR-2.2
4' X 4' WEIR INLET
W/ SLAB ACCESS LID
4' X 4' PRE -CAST C.B.
RIM EL.: 2084.31
I.E. IN: 2080.50
I.E. OUT: 2073.00
49.75'
N
N98.F.+/-
CURB INLET
RIM: 2087. 1 '
INV. IN: 2082.8' (BOTH)
INV. OUT: 2082.9'
of 18' HP ® 3.07%
MSD #7-52492
I✓ STR-2.1
60" DIA. SDMH
PRE -CAST
RIM EL.: 2074.00
,I.E. OUT: 2067.70
STORM DRAINAGE PIPING LEGEND (Details on C500s)
GRATE INLET: 2'X3' Grate Inlet on 4'X4' Pre -Cast C.B.
HOODED GRATE: 2'X3' Hooded Grate Inlet on 4'X4' Pre -Cast C.B.
4'X6' PRE -CAST:
60" SDMH:
48" SDMH:
Pre -Cast Structure with Internal Control Weir
at Stormtech System
60" Diameter Pre -Cast SDMH
48" Diameter Pre -Cast SDMH
4'X4' WEIR INLET: 4' X 4' Pre -Cast C.B. w/ Weir Inlet and Slab Top.
9.98%
l /'' Cr �
18 I I\ ( ��28'
\ \G
II I STORM PIPE ENCROACHMENT I
NO EASEMENT REFERENCE FOUND III\I I 1I
I �\ \ > /
\TRdE50 EE=6S�
AVE
l/
I I
�
/
\
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cI l l oI�N81 III
I
\
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6.
\\RSIEP-RAPL
PATON\ATEI,.�I\
0\N�1\\ \ I II
VOL = 200 C.F.
THICKNESS = 1.25'II I \ \ \\\\ \A\l \II \1\I
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/ III'
STR-4.1
2' X 3' HOODED GRATE
4' X 6' W/ WEIR PRE -CAST
RIM EL.: 2082.58
I.E. IN: 2073.00
CURB INLET
RIM: 2056.7'
INV IN: 2052.6'
INV. OUT: 2052.6'
CURB INLET
RIM: 2058.4'
INV. OUT: 2054.4'
STR-4.5
4' X 4' WEIR INLET
W/ SLAB ACCESS LID
RIM EL.: 2081.50
I.E. OUT: 2076.50
65 L.F.+/- of 18" HP ® 2.30%
STR-4.4
48" DIA. SDMH
PRE -CAST
RIM EL.: 2086.12
I.E. IN: 2075.00
I.E. OUT: 2075.00
48L.F.+/-of18"HP64.18%
STR-4.3
4' X 6' JUNCTION BOX
W/ WEIR PRE -CAST
RIM EL.: 2085.66
I.E. IN: 2073.00
- STR-4
MC-7200 STORMTECH SYSTEM (30 CHAMBERS)
W/ ISOLATOR ROW (549 S.F.)
TOP EL. 2078.00
BTM EL. 2072.25
'CONTRACTOR SHALL AS -BUILT PRIOR BACKFILL
HP 6 23.74%
"STR-4.2
2' X 3' HOODED GRATE
4' X 4' PRE -CAST C.B.
RIM EL.: 2082.62
`I.E.OUT: 2076.00
DRAINAGE EASEMENT
DB. 2028, PG. 166
COMMITMENT #9
60 L.F.+/- of 15" HP 6 3.77%
T
2068.2'
INV. IN: 2062.1'
Rcp INV.
DRAINAGE EASEMENT
DB. 2178, PG. 790
COMMITMENT #9
23 L.F.+/- of 36" HP 6 8.72%
STR-2
60" DIA. SDMH
PRE -CAST
RIM EL.: 2082.26
I.E. IN: 2070.00
I.E. IN: 2070.00
I.E. IN: 2066.00
I.E. OUT: 2065.00
TRAFFIC LIGHT POLE
MSD #56-52491
STORM DRAINAGE PIPING NOTES:
1. CALCULATIONS BASED ON ESTIMATED PIPE LENGTHS. CONTRACTOR SHALL VERIFY ALL PIPE LENGTHS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF PIPING DUE TO MINOR FIELD VARIANCES. MAJOR FIELD
VARIANCES MUST BE APPROVED BY THE ENGINEER.
2. PIPE SYSTEM HAS BEEN SIZED FOR THE 10-YEAR STORM EVENT USING AN IDF CURVE OF BUNCOMBE COUNTY .
ALL PIPE DESIGNED WITH MANNINGS N = 0.013.
3. ALL PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III or HP Storm (by ADS) WITH AT LEAST 2.0'
OF COVER OVER ALL PIPES UNLESS SPECIFIED OTHERWISE ON PLANS. CONTRACTOR MAY USE ADS HP PIPE AS AN
ALTERNATE PER MANUFACTURER'S SPECIFICATIONS. SEE C500s SHEETS FOR FOUNDATION, BEDDING, COVER,
AND INSTALLATION SPECIFICATIONS.
4. CONTRACTOR TO INSTALL INLET PROTECTION ON ALL INLET STRUCTURES DURING CONSTRUCTION AS BMP.
5. SEE DETAIL PROVIDED FOR OUTLET STABILIZATION SIZING FOR OUTFALLS.
6. RIM/WEIR ELEVATIONS SHOWN ABOVE FOR MANHOLES REFER TO TOP ELEVATIONS.
7. RIM/WEIR ELEVATIONS SHOWN ABOVE FOR WEIR INLETS REFER TO WEIR ELEVATION. SLAB TOP IS 1' HIGHER.
STR-1
60" DIA. SDMH
PRE -CAST
RIM EL.: 2068.46
I.E. IN: 2063.00
I.E. OUT: 2063.00
0
15
GRAP
30
-TIC SCALE
60
120
( IN FEET
1 inch = 30 ft.
APPROVAL BLOCK
Project Number: 2022-140
DWG Name: 2022-140 civil.dwg
Drawing Scale: as noted
Date of Project: December 2022
Engineer of Record:
b Christopher L. Price, P.E.
North Carolina PE# 029755
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bluewater civil design, llc
c, a.
718 Lowndes Hill Road • Greenville, SC 29607
www.bluewatercivil.com • [e-mail]
•
STARBUCKS
AT SWEETEN CREEK
147 Sweeten Creek Rd
Asheville, NC 28803 •
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12/23/2022
Bluewater Civil Design, PLLC
NC-P-0868
PLAN ISSUE ISSUE •
REVISION DATE COMMENT
A 12-23-2022 ISSUED FOR REVIEW
GRADING
DRAINAGE
C201
AND
PLAN
e
THIS DRAWING AND ASSOCIATED .DWG FILES ARE THE PROPERTY OF BLUEWATER CIVIL DESIGN, LLC AND SHALL NOT BE MODIFIED, USED, OR REPRODUCED IN ANY WAY OTHER THAN AUTHORIZED IN WRITING. 02022 BLUEWATER CIVIL DESIGN, LLC