20221724 Ver 1_C509 Pages from 2022-140 CivilSet B 02-02-2023 DIGSIG_20230203

TOP OF CURB/ GRADE EXISTING GRADE
00
0
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1-
N
TOP SOIL
BACKFILL
0 0 0 0
0
FILTER MATERIALO \\
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0 MEDIA 0 0
jo ° >/
0 • 0 0 \
\/\ p 0
0 0 \ 1/2" DIA.
\// \ / /\\/ \\
/ 24„
A
A
A
0
TOP SOIL
MIN.
*6" MIN. IF PLANTER DRAIN OR
INVERT DIRECTLY ON TOP OF
FOOTING FOR FOUNDATION DRAIN
UNDERDRAIN WITH MARAFI" 700x" IS
TO BE USED WHERE MODERATE CHEMICAL
CLOGGING OF FILTER MATERIAL IS EXPECTED.
UNDERDRAIN
TYPICAL DETAIL
N.T.S.
SUITABLE FILL COMPACTED IN
12" LAYERS
FILTER FABRIC SHALL BE
"MARAFI 700x OR 140s" OR
APPROVED EQUAL AND SHALL
BE WRAPED OVER THE TOP
OF THE FILTER MEDIA, DOWN
THE SIDES AND ACROSS THE
BOTTOM TO COMPLETELY
ENCASE IT.
COURSE AGGREGATE SHALL
BE GRAVEL OR STONE THE
GRADUATION SHALL BE
GRADES 4, 467, 56, OR 57
STONE.
6 PERFORATED PIPE SHALL MEET
AASHTO M252 FOR CORRUGATED
POLYETHYLENE SMOOTH INTERIOR PIPE
OR ASTM F758 FOR
POLYVINYLCHLORIDE PIPE AND ASTM
C508 FOR PERFORATION
REQUIREMENTS.
UNDISTURBED SOIL
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE SPACED AT A MAXIMUM OF 50 FEET. WHEN SIDEWALK ABUTS CURB (WITHOUT
UTILITY STRIP), EXPANSION JOINT SHALL BE PLACE BETWEEN BACK OF CURB AND SIDEWALK FOR THE LENGTH OF THE
SIDEWALK.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. TRANSVERSE EXPANSION JOINT MATERIALS SHALL BE IN ACCORDANCE WITH THE "JOINT MATERIALS" SECTION OF THE MOST
CURRENT NCDOT STANDARD SPECIFICATIONS FOR ROAD STRUCTURES MANUAL.
4. TOOL JOINTS SHALL BE SPACED TO MATCH THE WIDTH OF THE SIDEWALK BUT BE NO LESS THAN FIVE (5) FEET APART OR NO
LESS THAN SIX (6) FEET FOR SIDEWALK WITHOUT UTILITY STRIP. TOOL JOINTS SHALL BE 3/4 INCH DEEP AND MUST NOT BE
SEALED. FOR NEW CURB AND GUTTER CONSTRUCTED WITH THE SIDEWALK, CURB AND GUTTER TOOL JOINT SHALL 8E PLACED
AS SPACED AND INLINE WITH SIDEWALK TOOL JOINT.
5. THE DOWN DIRECTION OF THE 2% (MAX.) CROSS SLOPE OF THE PROPOSED SIDEWALK IS TYPICAL AS SHOWN FOR DRAINAGE
TOWARD ROADWAY. ACTUAL DOWN DIRECTION TO BE DETERMINED BY PROJECTS EXISTING AND/OR PROPOSED TOPOGRAPHY.
L
EXISTING OR PROPOSED CURB
TOOL JOINT
(SEE NOTE 4)
UTILTIY STRIP
5'(STD,
(1
5' (MIN.)
PROPOSED
f VARIES
-
LD
0
z
CD
CC
0
EXISTING OR PROPOSED
TRANSVERSE
EXPANSION
JOIN T
J
0 w
g
(7
ZI
J
2-
6' (MIN.) f VARIES
GRASSED UTILITY
STRIP
EXISTING OR
PROPOSED CURB
AND GUTTER
TOOL JOINT
(SEE NOTE 4)
PROPOSED
PLAN VIEW PLAN VIEW
WITH UTILITY STRIP
WITHOUT UTILITY STRIP
C
EXISTING CR
PROPOSED CURB
AND CUTTER
2.0% (MIN.)
4.0% (MAX.)
2% (MAX..
SEE NOTE 5)
PROPOSED
SIDEWALK (CONC.
4000 P.S.I. MIN.)
SECTION A -A
L
2% (MAX..
SEE NOTE 5)
SECTION B-B
1/8" RAO.
JOINT SEALER
SEE NO1E 3
1/2"
4" ABC STONE
1
PROPOSED
SIDEWALK0P.S.I.916.)
ONC
4000 P.S. MIN.)
>l
4" ABC STONE
SIDEWALK
SURFACE
T
JOINT FILLER
TRANSVERSE EXPANSION JOINT
City of Asheville, NC
Standard Specifications
and Details Manual
STANDARD CONCRETE SIDEWALK
REVISIONS
DATE
DESCRIPTION
STD. NO.
619/15
ADD. PLAN V EW W/O UTTLfTY STRIP
6/9/15
ADO. SECT. V EW W/O UTILITY STRIP
69/15
REVISED NOTES 1 AND 4
3.16
PROPOSED SIDEWALK IN RIGHT OF WAY
!�o Q
8" MIN. �:^„��� �oo • oO °� "0°
a8:�°ogeFCYoP. oo0° cc) o ooO.°.
STANDARD 30" CURB &
GUTTER (SEE DETAIL 3.11)
0
A.B.C. STONE
15"
MIN.
City of Asheville, NC
Standard Specifications
and Detais Manual
A.B.C. UNDER 2'-6"
CURB & GUTTER
REVISIONS
DATE
DESCRIPTION
STD. NO.
3.10
PROPOSED DRIVE
CURB & GUTTER
SECTION AA
1/2" EXPANSION JOINT
JOINT FILLER
5"
12"
A
A
ELEVATION
CURB & GUTTER
SECTION AA
NOTES:
1. CONCRETE SHALL BE 4,000 P.S.I.
2. A 1/2 INCH EXPANSION JOINT FILLED WITH JOINT FILLER SHALL BE PLACED NO FARTHER THAN 50 FEET APART OR
AT ALL RIGID OBJECTS.
3. JOINT MATERIALS SHALL BE ACCORDANCE WITH THE JOINT MATERIALS SECTION OF THE MOST CURRENT NCDOT
STANDARD SPECIFICATIONS FOR ROAD STRUCTURES MANUAL.
4. A NON SEALED 3/4 INCH DEEP TOOL JOINT SHALL BE PLACED EVERY 10 FEET UNLESS CONSTRUCTED WITH
SIDEWALK THAT ABUTS BACK OF CURB, THEN TOOL JOINT SHALL BE PLACED AS SPACED AND INLINE WITH SIDEWALK
TOOL JOINT.
City of Asheville, NC
Standard Specifications
and Details Maunual
STANDARD CONCRETE
CURB AND GUTTER
REVISIONS
DATE
DESCRIPTION
STD. NO.
619/15
REVISED NOTE 4
3.11
PROPOSED DRIVE
SCORE FULL WIDTH
OF CURB AND GUTTEI
PLAN
▪ 2"
6" r-18"
1y2"
FRONT
30"
24"
6"
END
City of Asheville, NC
Standard Specifications
and Details Manual
STANDARD METHOD OF ENDING
CURB AND GUTTER
REVISIONS
DATE
DESCRIPTION
STD. NO.
3.13
PROPOSED DRIVE
10' MIN.
(SEE NOTE 9)
- EXISTING GUTTER
A'1
SEE NOTES �IB
NO. 2,3. 4,&5 -'Ij
F
CONCRETE DRIVEWAY ,n.c
ACCESS APRON
6'
A r
PLAN
NOT TO
SCALE
ASPHALT OR CONCRETE
1/2" EXPANSION JOINT
(SEE
JOININNOTEGTO 10 ONLYE IF
CRET
DRIVEWAY
EXISTING SIDEWALK
REPLACE AND MATCH
WHEN EXISTING GUTTER
PRESENT
MOTH
VARIES
EXISTING CURB
City of Asheville, NC
Standard Specifications
and Details Manual
EXISTING
PAVEMENT
WIDTH VARIES
SIDEWALK BUILT 6"
MIN. THICK THROUGH
DRIVE
100 % C.A.B.C. (SEE
NOTE 1)
1/2" EXPANSION JOINT
(SEE NOTE 8) ONLY IF
JOINING TO CONCRETE
DRIVEWAY
5'
5'
SECTION AA
NOT TO SCALE
5'
1. RESIDENTIAL AND COMMERCIAL DRIVEWAYS - 6" OF 100% CABC WITH 6"
CONCRETE FOR FULL LENGTH & DEPTH OF DRIVEWAY APRON.
2. NFIERE SIDEWALK IS OR TO BE INSTALLED. DRIVEWAY APRON MUST EXTEND A
MINIMUM OF 10' PAST SIDEWALK. THIS SECTION MAY BE CONCRETE OF
ASPHALT.
3. RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' IN WIDTH.
4. COMMERCIAL ACCESS APRON (ONE-WAY) DRIVEWAYS TO BE 14 FT TO 20 FT
IN WIDTH.
5. COMMERCIAL ACCESS APRON (TWO-WAY) DRIVEWAYS TO BE 24 FT TO 36 FT
IN WIDTH.
6. ALL CONCRETE SHALL BE A MINIMUM OF 4000 P.S.I.
7. ELEV. "B" MINUS ELEV. "A" EQUALS 1 INCH.
8.
9.
91 INCH EXPANSION JOINTS TO BE FILLED W1TH JOINT FILLER AND SEALER
PLACED BETWEEN ALL RIGID OBJECTS AS SHOWN EXTENDING TO THE FULL
DEPTH OF THE CONCRETE WTH THE TOP OF THE FILLER XJ INCH BELOW
THE FINISHED SURFACE. JOINT FILLER MATERIALS SHALL BE IN
ACCORDANCE WITH THE 'JOINT MATERIALS' SECTION OF THE MOST CURRENT
NCDOT STANDARD SPECIFICATIONS FOR ROAD STRUCTURES MANUAL.
IF CITY OR CONTRACTED STAFF 15 CONSTRUCTING THE DRIVEWAY ACCESS
APRON. CONSTRUCTION WILL NOT EXTEND OUTSIDE THE LIMITS OF THE
EXISTING ROAD RIGHT-OF-WAY. UNLESS APPROPRIATE EASEMENT OR RIGHT
OF ENTRY IS GIVEN TO THE CITY BY PROPERTY OWNER.
W/ MAX.
RECOMMENDED
GRADE
STANDARD DRIVEWAY ACCESS APRON WITH
SIDEWALK ADJACENT TO CURB
REVISIONS
DATE
DESCRIPTION
STD. NO.
619"15
ADDED NOTE 9
3.15A
PROPOSED DRIVE
STD. 2'-6" CURB
& GUTTER SHOWN
STD. 2'-6" CURB
& GUTTER SHOWN
14" EXPANSION
JOINT (SEE NOTE)
Standard Specifications
and Details Manual
RAMP (6' STD.)
�- UTILITY STRIP (5' STD.)
2.0% (MIM.)
4.0% (MAX.)
10' STD.
DETECTABLE WARNING
PLATE (SEE NOTE)
SECTION A -A
RAMP (6' STD.)
SIDEWALK ADJACENT TO
BACK OF CURB (6' STD.)
2.0% (MAX.,
SEE NOTE)
DETECTABLE WARNING
PLATE (SEE NOTE)
SECTION B-B
DETECTABLE WARNING
PLATE (SEE NOTE)ACRO55
FULL WIDTH OF RAMP AS
SHOWN
SIDEWALK ADJACENT TO
UTILITY STRIP (5' STD.)
2.0% (MAX..
SEE NOTE)
8.33% (12:1) MAX.
RAMP SLOPE
SIDEWALK WIDENING
BEHIND RAMP (4' MIN.)
r2.0% (MAX.,
SEE NOTE)
8.33% (12:1) MAX.
RAMP SLOPE
N✓2� �c�
DETECTABLE WARNING
PLATE(SEE OSS
FULL WIDTH OFF RAMP RAMP AS
HONK
ice\
14“" EXPANSION C` -g
JOINT (SEE NOTE)
DETECTABLE WARNING PLATE
USE NEENAH FOUNDRY COMPANY R-4984
DETECTABLE WARNING PLATE OR EQUAL AND
MUST COMPLIES VA1H ADAAG (AMERICANS WITH
DISABIUTIES ACT ACCESSIBILITY GUIDEUNES)
AND ARCHITECTURAL BARRIER ACT 1968
GUIDEUNES.
EXPANSION JOINT:
)5 INCH EXPANSION JOINTS TO BE
FILLED WITH JOINT FILLER AND SEALER
PLACED BETWEEN ALL RIGID OBJECTS AS
SHOWN EXTENDING TO THE FULL DEPTH
OF THE CONCRETE WITH THE TOP OF
THE FILLER )4 INCH BELOW THE FINISHED
SURFACE. JOINT FILLER MATERIALS
SHALL BE IN ACCORDANCE VATi THE
'JOINT MATERIALS" SECTION OF THE
MOST CURRENT NCDOT STANDARD
SPECIFICATIONS FOR ROAD STRUCTURES
MANUAL.
2% (MAX) SIDEWALK CROSS SLOPE:
THE DOWN DIRECTION OF THE 2% (MAX.)
CROSS SLOPE OF THE PROPOSED SIDEWALK
IS TYPICAL AS SHOWN FOR DRAINAGE
TOWARD ROADWAY. ACTUAL DOWN DIRECTION
TO BE DETERMINED BY PROJECTS EXISTING
AND/OR PROPOSED TOPOGRAPHY. EXISTING
SIDEWALK TO REMAIN AS IS UNLESS THE
INSTALLATION OF THE WHEELCHAIR RAMP
REQUIRES ADJACENT SIDEWALK SECTIONS TO
BE REP ACED.
XX" EXPANSION
JOINT (SEE NOTE)
T4" EXPANSION
JOINT (SEE NOTE)
STANDARD WHEELCHAIR RAMP
PROPOSED DRIVE
DATE
DESCRIPTION
DETECTABLE WARNING
PLATE (SEE NOTE)
ACROSS FULL WIDTH
OF RAMP AS SHOWN
X9" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING
PLATE (SEE NOTE)
ACROSS FULL WIDTH
OF RAMP AS SHOWN
SIDEWALK
4' (MIN.) WIDENING
Xt" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING
PLATE (SEE NOTE)
ROSS FULL WIDTH
P AS SHOWN
14" EXPANSION
JOINT (SEE NOTE)
3.17
RAMP (6' STD.)
UTILITY STRIP (5' STD.)
2.0% (MIM.)
4.0% (MAX.)
LANDING
~ (VARIES)
r2.OR (MA%.)
STD. 2'-6" CURB
& GUTTER SHOWN
STD. 2'-6" CURB
& GUTTER SHOVM
Standard Specifications
and Details Manual
DETECTABLE WARNING
PLATE (SEE NOTE)
SECTION A -A
RAMP (6' STD.)
SIDEWALK ADJACENT TO
BACK OF CURB (6' STD.)
2.0% (MAX..
SEE NOTE)
SIDEWALK ADJACENT TO
UTILITY STRIP (5' STD.)
2.0% (MAX.,
/ SEE NOTE)
8.33% (12:1) MAX.
RAMP SLOPE
DETECTABLE WARNING
PUTS (SEE NOTE)
SECTION C-C
8.33% (12:1) MAX.
RAMP SLOPE
DETECTABLE WARNING
PLATES (SEE NOTE)
ACROSS FULL WIDTH
OF RAMP AS SHOWN
1¢" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING
PLATES (SEE NOTE)
ACROSS FULL WIDTH
OF RAMP AS SHOWN
DETECTABLE WARNING -
PLATES (SEE NOTE)
ACROSS FULL WIDTH
OF RAMP AS SHOWN
)i" EXPANSION
JOINT (SEE NOTE)
19" EXPANSION
JOINT (SEE NOTE
(9" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING PLATE
USE NEENAH FOUNDRY COMPANY R-4984 DETECTABLE WARNING PLATE OR
EQUAL AND MUST COMPLIES WITH ADAAG (AMERICANS WITH DISABIUTES ACT
ACCESSIBILITY GUIDELINES) AND ARCHITECTURAL BARRIER ACT 1968 GUIDELINES.
EXPANSION JOINT:
)S INCH EXPANSION JOINTS TO BE FILLED WITH JOINT FILLER AND SEALER
PLACED BETWEEN ALL RIGID OBJECTS AS SHOWN EXTENDING TO THE FULL
DEPTH OF THE CONCRETE WITH THE TOP OF THE FILLER XX INCH BELOW THE
FINISHED SURFACE. JOINT FILLER MATERIALS SHALL BE IN ACCORDANCE WTH
THE 'JOINT MATERIALS' SECTION OF THE MOST CURRENT NCDOT STANDARD
SPECIFICATIONS FOR ROAD STRUCTURES MANUAL.
7% (MAX.) SIOFWAI K CROSS SLOPE:
THE DOWN DIRECTION OF THE 2% (MAX.) CROSS SLOPE OF THE PROPOSED
SIDEWALK IS TYPICAL AS SHOWN FOR DRAINAGE TOWARD ROADWAY. ACTUAL
DOWN DIRECTION TO BE DETERMINED BY PROJECT'S EXISTING AND/OR PROPOSED
TOPOGRAPHY. EXISTING SIDEWALK TO REMAIN AS IS UNLESS THE INSTALLATION
OF THE WHEELCHAIR RAMP REQUIRES ADJACENT SIDEWALK SECTIONS TO BE
REPLACED.
STANDARD WHEELCHAIR RAMP
PROPOSED DRIVE
REVISIONS
DESCRIPTION
STD. NO.
STD. 2'-6" CURB
& GUTTER SHOWN
STD. 2'-6" CURB
& GUTTER SHOWN
6' STD.
SIDEWALK ADJACENT TO
BACK OF CURB (6' STD.)
rr 2.0% (MIM.)
/ 4.0% (MAX.)
(
DETECTABLE WARNING
PLATE (SEE NOTE)
SECTION D-D
UTILITY STRIP (5' STD.)
10' STD.
7
SIDEWALK ADJACENT TO
UTILITY STRIP (5' STD.) -'
- DETECTABLE WARNING
PLATE (SEE NOTE)
SECTION E-E
D
D�J
PFTFCTARI F WARNING PLATE.
USE NEENAH FOUNDRY COMPANY R-4984
DETECTABLE WARNING PLATE OR EQUAL AND
MUST COMPLIES WITH ADAAG (AMERICANS WITH
DISABILITIES ACT ACCESSIBIUTY GUIDELINES)
AND ARCHITECTURAL BARRIER ACT 1968
GUIDELINES.
FXPANSION JOINT:
14 INCH EXPANSION JOINTS TO BE
FILLED WITH JOINT FILLER AND SEALER
PLACED BETWEEN ALL RIGID OBJECTS AS
SHOWN EXTENDING TO THE FULL DEPTH
OF THE CONCRETE WITH THE TOP OF
THE FILLER X. INCH BELOW THE FINISHED
SURFACE. JOINT FILLER MATERIALS
SHALL BE ACCORDANCE WITH THE "JOINT
MATERIALS" SECTION OF THE MOST
CURRENT NCDOT STANDARD
SPECIFICATIONS FOR ROAD STRUCTURES
MANUAL.
7% (MAX.) SIPFWAI K CROSS SLOPE
THE DOWN DIRECTION OF THE 2% (MAX.)
CROSS SLOPE OF THE PROPOSED SIDEWALK
IS TYPICAL AS SHOWN FOR DRAINAGE
TOWARD ROADWAY. ACTUAL DOWN DIRECTION
TO BE DETERMINED BY PROJECT'S EXISTING
AND/OR PROPOSED TOPOGRAPHY. EXISTING
SIDEWALK TO REMAIN AS IS UNLESS THE
INSTALLATION OF THE WHEELCHAIR RAMP
REQUIRES ADJACENT SIDEWALK SECTIONS TO
BE REPLACED.
DETECTABLE WARNING
PLATE (SEE NOTE). CUT
AND/OR ARRANGE PLATES
ALONG RADIUS AS SHOWN
)S" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING
PLATES (SEE NOTE)
ACROSS FULL W70Ti
OF RAMP AS SHOWN
(9" EXPANSION
JOINT (SEE NOTE)
DETECTABLE WARNING
PLATES (SEE NOTE)
sla
DETECTABLE WARNING
PLATES (SEE NOTE)
ACROSS FULL WD1H
OF RAMP AS SHOWN
City of Asheville, NC
Standard Specifications
and Details Manual
STANDARD WHEELCHAIR RAMP
REVISIONS
DATE
DESCRIPTION
STD. NO.
3.17B
PROPOSED DRIVE
Project Number: 2022-140
DWG Name: 2022-140 Details.dwg
Drawing Scale: as noted
Date of Project: December 2022
Engineer of Record:
h Christopher L. Price, P.E.
North Carolina PE# 029755
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bluewater civil design, pllc
c, a.
19 Washington Park Suite 100 • Greenville, SC 29601
www.bluewatercivil.com • [e-mail]
•
STARBUCKS
AT SWEETEN CREEK
1 Medical Park Drive
Asheville, NC 28803 •
011111110
02/02/2023
Bluewater Civil Design, PLLC
NC-P-0868
PLAN ISSUE ISSUE
REVISION DATE COMMENT
A 12-23-2022 ISSUED FOR REVIEW
B 02-02-2023 REVISED FOR PERMIT
•
NOTES AND DETAILS
C509
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. 0 2022 BLUEWATER CIVIL DESIGN, LLC