20221724 Ver 1_2022-02444 NWP39_20230227

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2022-02444 County: Buncombe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: 147 Sweeten Creek LLC / Attn: Brad Freeman
Address: 305 Vanderbilt Road
Asheville, NC 28803
Telephone Number: 828-242-1230
Location description: The site is located at 147 Sweeten Creek Road, in Asheville, NC.
Description of projects area and activity: This permit authorizes the placement of fill for a commercial development.
Authorized impacts total 0.138 acre of wetlands. See Special Conditions below for mitigation requirements:
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the
provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility transfer
form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as
special conditions of this permit authorization.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP #39
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information dated
December 5, 2022 and February 3, 2023. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies
with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is
suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence
in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act
(CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the
Permit, or the Corps of Engineers regulatory program, please contact Amanda Jones at 828-271-7980, ext. 4225 or
amanda. j [e-mail].
Corps Regulatory Official:
Expiration Date of Verification: March 14, 2026
Date: February 27, 2023
CF: Blueline Environmental Consultants, LLC / Attn: Laura Belanger (via email)

Action ID Number: 2022-02444 County: Buncombe
Permittee: 147 Sweeten Creek LLC / Attn: Brad Freeman
Project Name: 147 Sweeten Creek Commercial / NWP #39
Date Verification Issued: February 27, 2023
Project Manager: Amanda Jones
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: 147 Sweeten Creek LLC / Attn: Brad Freeman Action ID: SAW-2022-02444
Project Name: 147 Sweeten Creek County: Buncombe
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting
authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the
mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic
Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must
be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released
and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified
mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor
must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project
Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on
page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*:
8-digit HUC and Basin: 06010105, French Broad River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.138
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements:
8-digit HUC and Basin: 06010105, French Broad River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.138
Mitigation Site Debited:
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington
District, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide
the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2
Form Date July 7, 2020

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized
impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas
may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District
within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this
form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the District, the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the District administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District
Mitigation Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager:
USACE Field Office:
Email:
Amanda Jones Fuemmeler
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
February 27, 2023
Wilmington pi'strict Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2

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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