20190189 Ver 2_401 Application_20190318

Transmittal Letter
Date: March 11, 2019
ACE Proliect: 1797
To: NC Division of Water Quality, WBSCP Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1650
Attn: Andrew Moore
Via Mail Overnight HandDelivered X Pickup @ACE Office
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Asheville$ 2fo
Date------------------------------------------------ Oeoor ____________________
U3 -11-1S
PNC Form
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U3 -11-1R
11 x1 7 PCN Exhibit
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03-11-19 - 11x17 PCN Exhibit Details
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03-11-19 |
- 24x38StonnwaterPlan Set
|
__________________________________________________________
B« K8ikeLovoy PE

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑X Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑X Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
If. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ YesX❑ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ YesX❑ No
2. Project Information
2a. Name of project:
Lance Road Subdivision
2b. County:
Buncombe
2c. Nearest municipality / town:
Asheville
2d. Subdivision name:
Lance Road Subdivision
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Lance Road Holdings, LLC
3b. Deed Book and Page No.
5628/285
3c. Responsible Party (for LLC if
applicable):
Viktor Matuiychuk
3d. Street address:
10 Woodberry Lane
3e. City, state, zip:
Asheville, NC 28806
3f. Telephone no.:
[phone]
3g. Fax no.:
3h. Email address:
[e-mail] (Agent)
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgentfConsultant Information (if applicable)
5a. Name:
Michael D. Lovoy
5b. Business name
(if applicable):
Advantage Civil Engineering, PA
5c. Street address:
34 Big Bear Trail
5d. City, state, zip:
Asheville, North Carolina 28805
5e. Telephone no.:
828-545-5393
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
9633-98-0985
1b. Site coordinates (in decimal degrees):
Latitude: 35.456289 Longitude: -82.568463
1c. ProperWsize:
29.79 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Avery Creek
2b. Water Quality Classification of nearest receiving water.
B
2c. River basin:
French Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Currently the project area includes an existing triple culvert concrete bride crossing through Avery Creek that is below the 100 -yr BFE. The crossing
serves a large residential area with multiple property owners off Lance Road. The entry road to the crossing is paved with a gravel road on the
opposite side. The surrounding parcels in the area are currently residential homes and farmland with wooded areas and meadows.
3b. List the total estimated acreage of all existing wetlands on the property: 0.58
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,773
3d. Explain the purpose of the proposed project:
Please see Attachment A enclosed in this submittal.
3e. Describe the overall project in detail, including the type of equipment to be used:
Please see Attachment A enclosed in this submittal.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes ❑ No ® Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Joel Lank P.G.
Agency/Consultant Company: Quible 8 Associates, P.C.
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
®Yes ❑ No ❑Unknown
5b. If yes, explain in detail according to `help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams —tributaries ❑ Buffers © Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary
impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
Avery Creek
Bridge Peir
Other
0.001
02 T
Avery Creek
Bridge Removal
Other
0.038
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0.039
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other.
6b. 6c.
Buffer Impact Reason for impact
number—
Permanent (P) or
Temporary
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)feet
6g.
Zone 2
impact
(square
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
66 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Please see Attachment A enclosed in this submittal.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see Attachment A enclosed in this submittal.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes © No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
�
2c. If yes, which mitigation option will be used for this
project?
❑Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In4leu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
31
2b. Does this project require a Stormwater Management Plan?
© Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
Local (Buncombe County) regulations require a stormwater management plan. Water Quality and Detention of the storm water runoff will be provided
through Sioretention and StormTech systems.
2e. Who will be responsible for the review of the Stormwater Management Plan? Buncombe County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Buncombe County
© Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
USMP
apply (check all that apply):
Pp y)'
Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been
[]Yes ® No
attached?
4. DWQ Stormwater Program Review
0Coastal counties
❑HOW
4a. Which of the following state -implemented stormwater management programs applyH
ORW
(check all that apply):
Session Law 2006-246
[]Other
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached.
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes © No
use of public (federal/state) land?
1b. If you answered "yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes ® No
or Riparian Buffer Rules (15A NCAC 26.0200)?
2b. Is this an after -the -fact permit application?
❑Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
OYes © No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered 'no," provide a short narrative description.
This NWP 3 will improve access to existing neighborhood and allow access to the proposed 92 lot subdivision that is proposed off of Lance Road. This
project will not result in any additional development in the surrounding area.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater
m the protect will be collected in a public sewer extension to be owned and operated by the Metropolitan Sewerage District of
Buncombe County.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑Yes ❑X No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes X❑ No
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish & Wildlife Online Mapping
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NC DENR Mapping
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historic Preservation Office website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Floodplain permits will be applied for through local floodplain manager, in this case Buncombe County.
8c. What source(s) did you use to make the floodplain determination?
Flood Risk Information System website.
Applicant/Agent's Printed Name
Date
Applican ent's Si ature
(Agent's signafty6 is valid only an authorization
_
letter froe a lip is rovided)
Page 10 of 10

Attachement A
Pre-Constrcution Notification (PCN ) Form
B. Project Information and Prior Project History
3d. Explain the purpose of the project:
To construct a new bridge in accordance with NCDOT and Buncombe County standards and specifications that
will serve a proposed 92 lot residential subdivision and the surrounding neighbor properties. The new bridge
deck will be designed above the 100 -yr BFE in order to allow vehicular ingress/egress during large storm
events. This will create a safer situation for the surrounding neighbors and the proposed future property owners
of the new subdivision during times of substantial flooding in the surrounding area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The new bridge construction will include constructing 2 bridge abutments on each side of the creek. The
abutment foundations will be constructed outside the high-water mark of the creek in order to minimize
disturbance inside the creek. There will be 2 thirty (30) foot spans that will reach from the exterior bridge
abutments to a series of 3 center concrete columns on a single concrete foundation that will be constructed in
the center of the creek. The foundations for the abutments and the center columns will sit on top of multiple
micro piles that will be drilled into bedrock. A DTH hammer will be used to drive the micro piles into the
bedrock. The hammer will be on a track mounted excavator that will be positioned outside the creek bank to
minimize disturbance in the creek. The center column foundation will be reinforced concrete and will be cast in
place. Hand labor will be used during construction of the center foundation forms to minimize creek bed
disturbance. Concrete trucks and hose, track hoe, and crane will all be used during construction and will be
used outside the creek banks at all times posisble. Bypass pumping will be used to dry the creek bed in the
area of construction using impervious dikes and a dewatering device. The impervious dike will be placed up
stream of the existing culverted crossing abd one dowstream of the new bridge if needed. The dikes will be
constructed inside the creek banks using hand labor inside the creek and a track hoe outside the creek. The
stream banks on the upstream will be stabilized using biodegradable turf reinforcement mat (TRM), rip -rap, and
native vegetation. The existing culverted crossing will be removed from the creek after the new bridge is
completed and approved for use. The existing crossing will be removed using a track hoe from outside the
creek banks where possible, and hand labor will be used for anything needed inside the creek banks.
Conventional construction equipment will be used during the entire project, including but not limited to a track
mounted excavator, dump truck, concrete truck, crane, and assorted hand tools. The contractor will be required
to use only well maintained and functioning equipment, and perform daily checks for leaks of any fluids. An
emergency spill plan will also be used.

Attachement A
Pre-Constrcution Notification (PCN ) Form
D. Impact Justification and Mitigation
1a. Avoidance and Minimization
There is no way to avoid the proposed impact because the crossing is required to reach the subject property.
Per Buncombe County standards they require a crossing above the base flood elevation. The new bridge
design accomplishes this and minimizes the impact by spanning the creek, unlike the existing crossing that will
be removed. During design it was determined that a full span is not feasible, therefore we are proposing the
center column to have the smallest foundation footprint feasible to support the bridge span. The only
permanent impact to Avery Creek will be the ±80 SF due to the aforementioned center column. Construction
phase best management practices will be used to help minimize the short-term impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
The use of a mini excavator will be used outside the creek banks where possible to minimize the impact. A
larger excavator will be needed in order to install larger segments of the proposed bridge and to remove the
existing bridge that spans Avery Creek once the construction of the new bridge is complete. The larger
excavator will be used strategically and carefully in order to minimize the disturbance in and near Avery Creek
by working from outside the top of bank where possible. A crane will be used outside creek banks to set steel
for spans on the bridge. Hand labor will be utilized for the center column foundation construction where
possible. Avoiding the removal of natural vegitation where possible in and around the unimpacted area of Avery
creek, and minimizing the creation of bare soils in and around the area of Avery Creek will minimize the
impacts. The contractor will be required to use only well maintained and functioning equipment and preform
daily checks for leaks of any fluids. An emergency spill plan will also be used.

BRIDGE ABUTMENT AND WING
WALLS WITH VEHICULAR tiC
GUARDRAIL TO BE DESIGNED
BY OTHERS (TYP)
EXISTING BRIDGE AND ACCESS TO REMAIN DURING
CONSTRUCTION (CONTRACTOR SHALL REMOVE
TEMPORARY ACCESS AND EXISTING CULVERTS ONCE
PROPOSED BRIDGE AND LANCE ROAD IMPROVEMENTS
ARE COMPLETE)
�V� CAR
;•�p4'�oF Es si otiolr'�:
-?-/�
30
Ifs®
EXISTING BRIDGE TO BE REPLACED
WITH A NEW BRIDGE (DESIGN BY
OTHERS) TO SUPPORT LOADS
REQUIRED BY BUNCOMBE COUNTY
FIRE MARSHAL. PROPOSED BRIDGE
TO BE BUILT PER NCDOT STANDARDS
AND SPECS.
PROPOSED ADDITIONAL ±1302 SF
TEMPORARY DISTURBANCE TO
AVERY CREEK FOR EXISTING BRIDGE
REMOVAL
BRIDGE ABUTMENT AND WING
WALLS WITH VEHICULAR
GUARDRAIL TO BE DESIGNED
BY OTHERS (TYP)
2066
r °6�
F�
I I �\
~� 2060
\�TW 2 4.70
W 2064.20
(I �
PROPOSED TEMPORARY ACCESS ROAD 4" CABC '
STONE (CONTRACTOR SHALL REMOVE ONCE
PROPOSED BRIDGE AND LANCE ROAD
IMPROVEMENTS ARE COMPLETE)
EXISTING AVERY CREEK
CENTERLINE
EXISTING FLOOD
NON -ENCROACHMENT
LINE (TYP)
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
PROPOSED EDGE OF
PAVEMENT (TYP)
PCN NWP 3 EXHIBIT A FOR:
EXISTING LANCE ROAD TO
BE DIVERTED AND
IMPROVED (TYP)
100—YEAR FLOODPLAIN
PROPOSED BRIDGE (DESIGN
BY OTHERS)(SEE ROAD
2066 -- PROFILES FOR ABUTMENT
2064 AND DECK ELEVATIONS) VICINITY MAP
�- PROPOSED BRIDGE CENTER (NOT TO SCALE)
CONCRETE COLUMNS AND
2��0 FOUNDATION (DESIGN BY OTHERS)
_ WITH ±80 SF PERMANENT
BW 2061BBO — — - DISTURBANCE TO AVERY CREEK
/ PROPOSED ±360 SF TEMPORARY
2058 DISTURBANCE TO AVERY CREEK FOR
2056 -- BRIDGE FOUNDATION INSTALLATION
AND IMPERVIOUS DIKE
0' -�
---- TB EXISTING TOP OF BANK (TYP)
PROPOSED CLASS II RIP
4' oaf o RAP TO BE PLACED ON
1`O % INSIDE OF BRIDGE
ABUTMENTS AND
Tw 2os3.7o FOUNDATIONS
a ® . ,pwl' 111011111111m
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PROPOSED CONTOUR (TYP)
120 LANCE ROAD
SUBDIVISION
DATE: JANUARY 23, 2019
EXISTING R/W
LINE (TYP)
1'FX j x
ANG 60a EXISTING 30' STREAM
PUB�rC R�w� BUFFER (TYP)
BUNCOMBE COUNTY, NORTH CAROLINA
NORTH CAROLINA FIRM NUMBER C-2849
F
a
zz
Y
room
Km .earabelow. MICHAEL LOVOY, P.E.
Call before Yoe any. 34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)

PVI STA: 0+52
VICINITY MAP
GUARDRAIL AAIL
_
PVI ELEV: 2076.4
CD
O
M
HP STA: 0+37.2
N
L070
vi
2090— HP ELEV: 2077.2
55 a -n5.
li a-
K: 10.00
1.00%
LVC: 30.00'
0
PVI STA:
1+37
M
00
!2
N
PVI ELEV:
2069.6
-+
o M
n 0
n
LP STA:
1+62.4
o
N
N
N
LP ELEV:
2068.8
o+
W-
o+
w W
K: 10.01
PVI STA:
2+78
5
5
v
LVC: 50.00'
PVI ELEV:
2065.4
2080—a
a m
m W
w
LP STA:
2+97.9
—
-5.009,
o
LP ELEV:
2065.2
+
+
o
K: 19.96
N04
LVC: 40.00'
iii
W
EXISTING GRADE (TYP.)
U
Iii
8, ppg
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w
w
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N
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2070—
>
>
>
W
m
m
w
PROPOSED 18"
-3
—
HDPE STORM
-
2060—
APPROXIMATED
BASE FLOOD
ELEVATION (TYP.)
2050—
;•,$���o f Es sr oti�lr�'%w
2040— .Q nom, lA
7, - a,
�rrrnlnlll
40
GRAPHIC SCALE
20 40 so
( IN FEET )
1 inch = 40 ft.
PROPOSED
BRIDGE
CURB
On O
N 4
�
FINISHED GRADE (TYP.) N
5 5
-1.00%
PROPOSED STORM DRAINAGE
(SEE GRADING & STORMWATER
PLAN)(TYP.)
PROPOSED BRIDGE DECK
(SEE DEAN & ASSOCIATES, INC
BRIDGE PLANS FOR DEAILS)(TYP.)
PROPOSED 30' SPAN
BETWEEN BRIDGE
ABUTMENT AND CENTER
CONCRETE COLUMN
LANCE ROAD
PCN NWP 3 EXHIBIT B FOR:
180 LANCE ROAD
SUBDIVISION
DATE: JANUARY 23, 2019
BUNCOMBE COUNTY, NORTH CAROLINA
2090
2080
PROPOSED
VICINITY MAP
GUARDRAIL AAIL
_
_
(NOT TO SCALE)
CD
O
M
co
N
L070
vi
I;i
55 a -n5.
li a-
1.00%
— — —2060
APPROXIMATE
LOCATION OF TOP
/ OF BANK
PROPOSED BRIDGE
Lj-
ABUTMENTS CONSTRUCTED
OUTSIDE OF HIGH WATER
MARK OF CREEK
2050
EXISTING AVERY CREEK
APPROXIMATE WATER LEVEL
PROPOSED CENTER -
CONCRETE COLUMN
TO BE CONSTRUCTED
IN CREEK BED
2040
o
Ln Ln
NORTH CAROLINA FIRM NUMBER C-2849
zz
Y
room
Quok6
Know rhaVs below. MICHAEL LOVOY, P.E.
Callbefmywdig. 34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)

ENERGY DISSIPATION —,,
DEWATERING DEVICE
NOTE
ENSURE TO ANCHOR ALL
PUMPS AND PIPES SECURELY.
MANAGING THE WATERCOURSE:
BYPASS PUMPING
IMPERVIOUS DIKE
PROJECT
DISCHARGE HOSE
--- SUCTION FOSE
TOP OF BANK
IMPERVIOUS DIKE
WORK AREA
INORTH CAROLINA OEPARTMENT OF TRANSPORTATION BMPs FOR CONSTRUCTION AND MAINTENANCE ACUMES I
AUGUST 2001
Ci�rrrr/rii
R� Ro ''%
WATER LEVEL
(FIELD VERIFY
SANDBAGS
AT ANY
OPENINGS
PRECAST
CONCRETE
LINER
STREAM
BED
IMPERVIOUS DIKE
(N. T. S.)
BYPASS PUMPING NOTES
(FROM: BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND
MAINTENANCE ACTIVITIES, NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, AUGUST 2003)
CONSTRUCTION: -
1 .
ONSTRUCTION:1. SET UP BYPASS PUMP AND TEMPORARY PIPING. PLACE OUTLET OF TEMPORARY
PIPE TO MINIMIZE EROSION AT DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY
DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND PIPING.
2. CONSTRUCT OUTLET PROTECTION IF NEEDED.
3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO IMPOUND WATER
FOR BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR PUMPS WHERE
POSSIBLE.
4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO ISOLATE
WORK AREA.
5. CHECK OPERATION OF PUMP AND PIPING SYSTEM.
6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS DIKE, BYPASS PUMP,
AND TEMPORARY PIPE.
MAINTENANCE:
1. ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER
OPERATION.
2. INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY DAMAGE.
3. INSPECT DISCHARGE POINT FOR EROSION.
4. ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
PCN NWP 3 DETAILS EXHIBIT FOR: NORTH CAROLINA FIRM NUMBER C-2849
GRAPHIC SCALE
F
30 0 15 30 60 120 z
LANCE ROAD
SUBDIVISION Ism
IN FEET Rm. whafsbelow. MICHAEL LOVOY, P.E.
1 inch = 30 ft. Call neromyouag. 34 BIG BEAR TRAIL [phone]
DATE: MARCH 7, 2019 BUNCOMBE COUNTY, NORTH CAROLINA ASHEVILLE, NC 28805 [e-mail]

LANCE RD. BRIDGE
DESIGN FOR
PROPOSED SUBDIVISION
LEDBETTER RD.
ARDEN,
NC 28704
VICInity Map
Not to Scale
GENERAL REQUIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION INCLUDING
TEMPORARY SHORING ANDBRACING. THE CONTRACTOR IS ALSO
RESPONSIBLE FOR COORDINATION OF HIS OR HER WORK HATH ALL OTHER
TRADES, AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY
MANNER.
2. ENGINEER'S APPROVAL MUST BE OBTAINED IN WRITING FOR ALL DEVIATIONS
AND SUBSTITUTIONS. THE ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE
OF THE CONTRACTOR TO BUILD THE STRUCTURE ACCORDING TO THE
DOCUMENTS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND
DIMENSIONS PRIOR TO DETAILING, FABRICATION AND CONSTRUCTKNY, AND
SHALL NOTIFY THE ENGINEERIARCHITECT OF ANY DISCREPANCIES.
3. SHOP DRANANGS (IF REQUESTED HEREIN): SUBMIT NEWLY PREPARED
INFORMATION DRAWN TO SCALE. INDICATE DEVIATIONS FROM CONTRACT
DOCUMENTS. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY
STANDARD INFORMATION. DOCUMENTS REPRODUCED FROM DEAN 8
ASSOCIATES, INC (DEAN) DOCUMENTS WITHOUT WRITTEN PERMISSION, WALL
BE REJECTED. COMPLIANCE WITH SPECIFIED REQUIREMENTS REMAINS
CONTRACTOR'S RESPONSIBILITY.
4. FOR ADDITIONAL INFORMATION, SEE THE PROJECT SPECIFICATIONS. IN THE
CASE OF A DISCREPANCY, THE MORE STRINGENT REQUIREMENTS SHALL
GOVERN UNLESS APPROVED OTHERWISE IN WRITING BY THE ENGINEER.
5. OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT TESTING AGENCY TO
PERFORM TESTS AND INSPECTIONS SPECIFIED IN OTHER SECTIONS, AND
THOSE REQUIRED BY AUTHORITIES HAVING JURISDICTION. CONTRACTOR IS
RESPONSIBLE FOR SCHEDULING INSPECTIONS AND TESTS. CONTRACTOR
SHALL PAY FOR RETESTING WHERE RESULTS OF INSPECTIONS AND TESTS
PROVE UNSATISFACTORY AND INDICATE NONCOMPLIANCE WITH
REQUIREMENTS.
CAST -IN-PLACE CONCRETE
1. SUBMIT CONCRETE MIX DESIGNS AND LABORATORY TEST RESULTS FOR
APPROVAL PRIOR TO DELIVERING CONCRETE TO SITE.
2 COMPLY WITH ASTM C94; ACI 301, "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE REQUIREMENTSFOR
STRUCTURAL CONCRETE"; AND CRSI'S "MANUAL OF STANDARD PRACTICE."
3. ALL REINFORCING SPLICES SHALL BE LAP SPLICES AS REQUIRED, 40 BAR
DIAMETERS MINIMUM, U.O.N.
4. DEFORMED REINFORCING BARS: ASTM A615, GRADE 60.
5. WELDED STEEL WIRE FABRIC: ASTM A185, FLAT SHEETS, NOT ROLLS.
8. PORTLAND CEMENT: ASTM C150, TYPE 1.
7. FOOTINGS MAY BE STEPPED AS REQUIRED.
B. FLY ASH ASTM 0818, TYPE F (LIMITED TO 15 PERCENT OF TOTAL CEMENT
CONTENT).
9. PROPORTION NORMAL -WEIGHT CONCRETE MIXES TO PROVIDE THE
FOLLOWING PROPERTIES:
A COMPRESSIVE STRENGTH: 3000 PSI A7 28 DAYS FOR FOUNDATION
FOOTINGS. 4000 PSI AT 28 DAYS FOR FOUNDATION WALLS 8 SLABS.
B. WATER -CEMENT RA110: 0.53 MAXIMUM AT POINT OF PLACEMENT FOR SLABS
ON GRADE.
C. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR CONCRETE EXPOSED TO FREEZING
AND THAWING, 2 TO 4 PERCENT ELSEVW-ERE.
10. DO NOT ADD WATER TO CONCRETE DURING DELIVERY, AT PROJECT SITE, OR
DURING PLACEMENT, UNLESS APPROVED BY ENGINEER.
11. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH DUE
TO WEATHER EXTREMES DURING MIXING, PLACING, AND CURING. REPAIR
SURFACE DEFECTS AS REQ'D.
12 SLAB FINISHES: TROWEL FINISH FOR FLOOR SURFACES TO RECEIVE FLOOR
COVERINGS, PAINT, OR OTHER THIN FILM -FINISH COATINGS. SPECIFIED
OVERALL VALUES OF FLATNESS, F(F) 35; AND LEVELNESS, F(L) 25; WITH
MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24; AND LEVELNESS, F(L)17.
NONSLIP BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND
RAMPS.
13. FORM 118" WIDE BY 1" DEEP CONTROL JOINTS (CJ) WITH POWER SAWS WITHIN
4 HRS. (HOT WEATHER) AND 12 HRS. (COLD WEATHER) HOURS AFTER
FINISHING AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION
CRACKS.
14. BEGIN CURING CONCRETE SLABS AFTER FINISHING. KEEP CONCRETE
CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS OR APPLY
MEMBRANE -FORMING CURING COMPOUND TO CONCRETE CONTRACTOR
SHALL VERIFY COMPOUND IS COMPATIBLE WITH PROPOSED FLOOR
COVERING/COATINGS.
15. OWNER SHALL ENGAGE A TESTING AGENCY 70 PERFORM REQUIRED TESTS
AND
TO SUBMIT TEST REPORTS.
16, WHERE NOTED ON THE DRAWINGS AS "DRILL 8 EPDXY", INSTALL ANCHORS
WI S.E.T. HIGH STRENGTH EPDXY BY "SIMPSON STRONG -TIE" OR APPROVED
EQUAL PER MANUFACTURER'S RECOMMENDATIONS FRESHLY POURED
CONCRETE MUST CURE FOR A MINIMUM OF (7) DAYS BEFORE INSTALLING
ANCHORS. IN ORDER FOR ANY OTHER PRODUCT TO BE CONSIDERED AS AN
EQUAL, CONTRACTOR MUST SUBMIT ALL TECHNICAUSTRUCTURAL DATA FOR
REVIEW.
17. CRACKING IS INHERENT 70 THE MATERIAL PROPERTIES OF CONCRETE
CONSTRUCTION. WHILE EVERY EFFORT HAS BEEN MADE IN THIS DESIGN TO
MINIMIZE THE EFFECTS OF UNSIGHTLY CRACKING. THE PRESENCE OF
CRACKS IS NORMAL AND UNAVOIDABLE IN SOME CASES, CRACKS DO NOT
APPEAR UNTIL WELL AFTER CONSTRUCTION HAS BEEN COMPLETED.
MICROPILE NOTES:
1. MICROPILES SHALL CONSIST OF TITAN 30/18 HOLLOW BAR WITH 3f" DIAMETER
BIT MIN. OR APPROVED EQUAL
2. EACH MIRCROPILE TO HAVE A MIN. 5' EMBEDMENT INTO COMPETENT ROCK
OR ACCEPTABLE SOIL
3. 5000 PSI GROUT IS TO BE USED IN ALL MICROPILES.
STRUCTURAL STEEL
1. SUBMITTALS: SHOP DRAWINGS.
2 COMPLY HATH AISC'S "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS -ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," RCSC'S
"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490
BOLTS," PND AWS 01.1 'STRUCTURAL WELDING CODE -STEEL"
I WIDE FLANGE SHAPES: ASTM A992.
4. HOLLOW STEEL SECTIONS: ASTM A500, GRADE B, Fy - 46 KSI.
5. STEEL PIPE: ASTM A53, TYPE E, GRADE B.
6. PLATES, BARS 8 OTHER SHAPES: ASTM A36
7. ANCHOR RODS L NUTS: ASTM F1554, GR. 36 THREADED RODS AND ASTM A36
NUTS. INSURE THAT RODS ARE FREE OF OIL AND DEBRIS PRIOR TO
PLACEMENT.
S. BOLTS,NUTS, AND WASHERS FOR STRUCTURAL CONNECTIONS: ASTM A 325,
TYPE 1, HIGH-STRENGTH HEAVY HEX STEEL STRUCTURAL BOLTS, HEAVY
HEX CARBONSTEEL NUTS, AND HARDENED CARBON -STEEL WASHERS,
UNCOATED.
9. GROUT: ASTM C 1107, NONMETALLIC, SHRINKAGE RESISTANT, PREMIXED.
10. FABRICATE STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS AND
TOLERANCE UMITS OF AISC'S "CODE OF STANDARD PRACTICE FOR STEEL
BUILDINGS AND BRIDGES" FOR STRUCTURAL STEEL
11. SHOP PRIMER: ONE COAT OF RED OXIDE, MIN. (2) MILS THICK. TOUCH-UP
ANY DAMAGED SURFACES AFTER ERECTION.
12 ERECT STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS AND
WITHIN ERECTION TOLERANCES OF AISCS "CODE OF STANDARD PRACTICE
FOR STEEL BUILDINGS AND BRIDGES."
13. SET BASE AND BEARING PLATES ON WEDGES, SHIMS, OR SETTING NUTS.
TIGHTEN ANCHOR BOLTS, CUT OFF WEDGES OR SHIMS FLUSH WTH EDGE OF
PLATE, AND PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND
PLATES.
14. BOLTED CONNECTIONS: SNUG TIGHTEN HIGH-STRENGTH BOLTS ACCORDING
TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
A490 BOLTS."
15. UNLESS SPECIFICALLY NOTED, ALL BOLTED CONNECTIONS SHALL BE
NON -SLIP CRITICAL USING 3/4" DIAMETER A325 -N BOLTS WITH THREADS
INCLUDED IN THE SHEAR PLANE. ALL CONNECTIONS SHALL BE CITED FROM
TABLEII, OR TABLE III (CASE 1), AISC CODE, BTH EDITION, UNLESS NOTED. AS
A MINIMUM, ALL SHEAR CONNECTIONS SHALL CONTAIN AT LEAST THE
NUMBER OF ROWS OF 3/4" DIAMETER A325 -N BOLTS TO DEVELOP AT LEAST
ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE
TABLES OF THE ASC MANUAL FOR THE GIVEN SECTION AND SPAN OF THE
BEAM IN QUESTION,
16. ALL WELDING SHALL BE DONE IN ACCORDANCE 1MTH AWS BY CERTIFIED
WELDERS.
]WNER/DEVELOPER:
DELTA EXPRESS, INC.
10 WOODBERRY LANE
ASHEVILLE, NC 28806
�ONTACT:
JEFF TACY
[phone]
CIVIL ENGINEER:
ADVANTAGE CML ENGINEERING, PA.
340 BIG BEAR TRAIL
ASHEVILLE, RC28805
CONTACT:
MIKE LOVOY, P.E.
[phone]
SURVEYOR:
ASSOCIATED LAND SURVEYORS & PLANNERS
P.O. BOX 578
HORSE SHOE, NC 28742
CONTACT:
CAMERON BAKER
[phone]
STRUCTURAL ENGINEER:
DEAN & ASSOCIATES, INC.
15 FORGE VALLEY DRIVE
MILLS RIVER, NC 28759
CONTACT:
CHRIS SLUDER, P.E.
[phone]
pp -i5 ixE vn4Fply v-..SOC.M---.(UigO-ro--..Sm."-1Efwf-
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Project No.
18133
Sheet No.
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PLAN & PROFILE
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•I
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L .I
---J I
— —
i
EXTEND WING WALLS AS
NECESSARY PER GRADE (TYP)
TYP.
TYP.
4--o'
r 2'-6-
7'-6-
20'-0'
'-6.7._6.20'-0• I I
I I
L Jam'
FOUNDATION PLAN
$1.2 SCALE: 1/8" - 1-0"
A
30"0 CONCRETE COLUMN (10) 19 VERTICAL OARS
CENTERED ON FOOTING WIDTH
I
I I
I I
I + I
I I
I I
I I
I 1
I I
s SECTION
SL5 SCALE: 3/4• - V-0"
/4 SPIRAL REINFORCEMENT
W/ 3" PITCH,
MIN. 2'-0" LAP SPLICE
y9 VERTICAL COLUMN REINF.
EXTEND TO BOTTOM MAT OF STEEL
W/ STD. 90' HOOK AS SHOWN —
#6's O 12. O.C.
(5) CONT. /6 BARS
'FOP& BOTTOM
#8 ROCK PINS O 12". DRILL &
EPDXY IWO BEDROCK TO A MIN.
EMBED DEPTH OF 18'. EXTEND
TO TOP MAT OF STEEL W/ A
STD. 90' HOOK AS SHOWN —
(8) #'4 STIRRUPS O 3. O.C.
TYP O COL. -FTG. INTERFACE
wm■
emacs
2'-6"
TYP.
2'-6"
TYP.
I I _
I' I
I -
s1. \ \
WINGWALLS \ \ \
wo
1 -6"�
1. ALL VERTICAL COLUMN REINF. NOT SHOWN
FOR CLARITY
2. ALL FOOTING AND
COLUMN REINFORCEMENT
SHALL BE EPDXY COATED
3. 3• CLR. ALL FACES TYP. IN FOOTINGS &
s SECTION
51.2 SCALE: 3/4" - 1'-0"
aws •c•
eAas •d
6Aes x
94a t•
ETAIN NG WALL SCHEDULE
$1.2 SCALE: 1/2'-1'-0•
(2) CONT. #6 BARS
CENTERED OVER
MICROPILE ROWS.
/6's O 12. O.C. TOP &
BOT. PROVIDE 12" STD.
90' HOOKS ON BOTTOM
OARS
IWO MICROPILE. SEE 8.
SECTION. SEE PLAN
FOR LAYOUT
5'-0" MIN. ROCK
SOCKET (TYP)
I I I
4 SECTION
51.2 SCALE: 3/4" - 1'-0"
m•�c n me mean a ocw . •asn•rzs nt .•o t•e�s • m.xuna .tsar ro ••oi a•x • .vsaa•¢s nc n•.rs ri
16 VERTICAL BARS
#5 VERTICAL BARS O 12"
•
O t2" O.C.
O.C.
'
CAST IN PLACE CONCRETE
4
CONT. /5'e O 12" O.C.
END BENT/RETAINING WALL.
SPLICE AROUND CORNERS
INTO WING WALLS
RIP-RPP/SCOUR PROTECTION
(7) CONT. b6's TOP &
BY OTHERS.
80T
(2) CONT. #6 BARS
CENTERED OVER
MICROPILE ROWS.
/6's O 12. O.C. TOP &
BOT. PROVIDE 12" STD.
90' HOOKS ON BOTTOM
OARS
IWO MICROPILE. SEE 8.
SECTION. SEE PLAN
FOR LAYOUT
5'-0" MIN. ROCK
SOCKET (TYP)
I I I
4 SECTION
51.2 SCALE: 3/4" - 1'-0"
m•�c n me mean a ocw . •asn•rzs nt .•o t•e�s • m.xuna .tsar ro ••oi a•x • .vsaa•¢s nc n•.rs ri

W6x20 POST O
6'-0" D.C. —
HSS 4x4,' RAILS
(4)-0"0 H.S.
ANCHOR BOLTS 4-
EMBED INTO DECK.
}"x8x0'-8'
BASEPLATE. —
CONC. CURB
4)—COM. A5
/4 STIRRUPS O 16. O.C.
(4) O 3' O POSTS.
EXTEND TO BOTTOM MAT
OF DECK STEEL
CURB AND GUARDRAIL
REFER TO 4/S1.3
W0 STUD x 5'
REFER TO 1/S1.4 FOR DETAILS
0
4 S CTI N
k�U SCALE: 1 1/2' - 1'-0'
1 UP RSTRUCTURE PLAN TMP.
51.3 SCALE: 1 s - 1 —0'
/5's O 10' O.C.
TOP @ BOTTOM
—0'
CONT. /4's O 18. O.C.
'i 1 . .. - . - . .
SECTION
51.3 SCALE 3/4 - 1-0-
1-21" CLR. FROM TOP j
T
1j" CLR. FROM BOT.
I•
I•
uY
k
HOLE is �
HOLES O O + c3
2j' TYP. 11i{s •DRILL TNRU,
b (2) PLCs
14' TYP.
[2-L
, �
#=J1
s TAI s S CTION � L PLATE
51.3 SCALE: 1 1/2• - 1'-0' S1.3 SCALE 1 1/2' - 1'-0"51.3 SCALE: 1 1/2" - 1'-0"
REFER TO 7/S7.4
e' DECK SLAB. REFER TO
2/S1.3 FOR MORE INFOR.
4.0 SHEAR STUD —
%- VLR VULCRAFT
DECK OR APPROVED
EQUAL
C12x20.7 TYP. O
DIAPHRAGMS.
tib"O x 24" LONG GALV.
ANCHOR BOLTS O EACH
SIDE OF BEAM.
' FULL DEPTH STIFF. "
PLATE BOTH SIDES —
REFER TO SECTIONS
6/S1.3 AND 7/S1.3
FOR CONNECTION
DETAILS.
%'x8• ELASTOMERIC
BEARING PAD W/ 50
DUROMETER HARDNESS —
(5) 24'x24' i4 STIRRUPS
3' O.C. TYP. O ANCHOR
BOLT LOCATION
#5's O 12-
O.C. EACH WAY
REFER TO 7/S1.4
8' DECK SUB. REFER TO
2/S1.3 FOR MORE INFOR.
%-0 SHEAR STUD —
11¢' VLR VULCRAFT
DECK OR APPROVED
EQUAL
C12x20.7 TYP. O
DIAPHRAGMS.
I O x 24' LONG GALV.
ANCHOR BOLTS O EACH
SIDE OF BEAM. TYP. —
%' FULL DEPTH STIFF.
PLATE BOTH SIDES —
REFER TO SECTIONS
6/51.AND D 7/S1.3
FOR CONNECTION
DETAILS.
%•x6• ELASTOMERIC
BEARING PAD W/ 50
DUROMETER HARDNESS —
(8) 24"x24' /4 STIRRUPS
3' O.C. TYP. O ANCHOR
BOLT LOCATION
CTI N
51.3 SCALE
Sim
REFER TO 5/S1.4
COORDINATE APPROACH
SLAB WITH CML ENGINEER
3' CLR.
2601.01
2600.39
/5's O 12'
O.C. EACH WAY
EPDXY COAT TOP OF
BENT SURFACE PER
NCDOT STANDARDS
MID. BENT ELEV.: 2600.70
(5)—CONT. /7 TOP BARS
(6)—/4 STIRRUPS O 6" O.C.
OVER THE SUPPORTS. O 18-
O.C. ELSEWHERE.
36"x36' MIDDLE BENT
(10)—COM. /7 BOTTOM
BARS. 2 ROWS OF 5.
S CTI N
51.3 SCALE 3/a• - t —o
W�1G • M PIO9xY O Olx � 4g0]4xS YC NO BOLO � (M®1Y X01 A •101 OJ• • m04ER K IR/IB /IL

TYPICAL INTERMEDIATE DIAPHRAGM
FOR ROLLED BEAMS THROUGH 27"DEEP
t-7'\NCD0T INTERMEDIATE DIAPHRAGM
51.4 N.T.s
PLAN
CONST.JT.
(LEVEL)
TYPICAL BENT DIAPHRAGM FOR
ROLLED BEAMS THROUGH 27"DEEP
-'\NCDOT BENT DIAPHRAGM
St.4 N.T.S.
f JT. Q BENT
a� 5i
BLOCKOUT FOR
ELASTOMERIC
CONCRETE
'FORMED OPENING
(PRE-SAWEDVELASTOMERIC
CONCRETE DIMENSIONS)
"Q 45' F
'Q 60' F
"Q 90' F
/—FOAM
A Jo INT SEAL
45'' I /45r IN SAWED OPENING
05 SHOWN FROM
TO GUTTER'
ELASTOMERIC �/4'
CONCRETE 1, rT—
US OF SAW BLADE -"FORMED OPENING --j P:i
OF SEAL �V:-�L f JT. Q BENT
SECTION A -A SECTION B -B
FOAM JOINT SEAL TO BE CUT, HEAT WELDED FOAM JOINT SEAL
AND TURNED UP PARALLEL TO SLOPED FACE )FOR FOAM JOINT SEAL.
OF THE BARRIER RAIL. SEE SPECIAL PROVISIONS)
TYPICAL FOAM JOINT SEAL DETAILS
FIGURE 6 — 45
%si NCDOT FOAM JOINT DETAIL
51.4 N.T.S.
CL. TO
5' BAR
f JOINT
•5 "K"
IT11.1
FOR EVAZOTE
BARS (TYP.)
JOINT SEAL DETAIL$
SEE FIGURE 6-45.
4 "S" BARS ITYP.)
rK •5 "G" BAR PARALLEL
TO JOINT RYP.) �
,
YC TO
"K"BAR$ITYP.I N 0 X 4'SHEAR STUDS 02
'HIGH B.B.-0'CTS. ON CHANNELS (TYP.)
W 5'-0'CTS.
2' CL. TO "S" BAR
l7YP.) I (TYP.)
CONN. E ( TYP.)
6'
:TYP.)­
1 TYP.)
*-SG BAR MAY BE SHIFTED SLIGHTLY, AS NECESSARY,
TO CLEAR REINFORCING STEEL AND STIRRUPS.
NOTES TO DETAILER,
-
DIAPHRAGM DIMENSIONS ARE BASED ON A 1'JOINT.
DIM.p TO BE DETERMINED BY THE DETAILER SO AS NOT TO
INTE ERE WITH THE BEARING STIFFENER.
•4 "S" B4
Nom' NOTE •1
GENERALLY
FOR (THIS BE
12' DIMENSION. HOWEVER, THIS
DIMENSION SHOULD BE
BAR TYPE CHECKED IN EACH CASE.
SECTION THROUGH BENT DIAPHRAGM
(STEEL. SUPERSTRUCTURE)
FIGURE 6 — 94
DOT BENT DIAPHRAGM SECTION
T.4 N.T.S.
EXPANSION JOINT DETAILS
fares •e,e. w aew .. ronuo aerr srrw.rr
•�w"'7�'n•'�"e Jir�S�ice.'emi
EXPANSION JOINT DETAILS
i,�$�r:m•. rrj•}'•n'' aNn - LrnpNn�rasrr.nu y(y�rt�T,�1
NOTEr DIM. ® TO BE DETERMINED BY THE DETAILER SO AS NOT TO INTERFERE WITH
THE BEARING STIFFENER.
Ii—f JOINT
3'/j CL. TO "S" BAR
FOR JOINT SEAL DETAILS AT END-
BENT.SEE PLANS FOR BRIDGE
APPROACH SLABS.
2'HIGHB.B.
AT 5'-0. CTS.
CONN. E
FIRNRT 7
"K" BARS
•4 •'S" BARS
DIAPHRAGMDIMENSIONS
BASED ON 1'JOINT
-5G BAR MAY BE
SHEARXSTUDS N S IFTED SLIGHTLY,
- Q I'-O'CTS. I AS NECESSARY, TO
ON CHANNEL. CLEAR REINFORCING
2' CL. TO "$" BAR STEEL & STIRRUPS.
ENDOFGIRDER DETAIL AT END BENT
—c JT.0 END BENT
FILL FACE— / /// • f BEARING
f GIRDER
CONNECTOR PLATE
1"FORMED OPENING
PLAN OF GIRDER AT END BENT JOINT
END BENT JOINT DETAILS
STEEL SUPERSTRUCTURE
FIGURE 6 — 93
�1NCDOT END BENT DIAPHRAGM SE TION
$1.4 N.T.S.
WarrurmA rrow orrnr rens
Y r n • L � ��� �nTd-doaiS `wai5' tr'i'o
`L • ® ibwu i�A, ir :ipY`uNinrL��•v
c
�nry�nryMM Y 98•[•
,rLf
L SLiiTi�,' M WAV.L. �I.°n. U.' q1 y 1:'�ii$LYR s an.cr nn rWW�IW Wru ec eYr ren ras
�1W �6'i r'rs YYIr
a r LAS rr4[ r ewu� arrryM�p1, rlpOr. r�i r..
f I r P r��rl�Q�-¢r11trL L•
ebit' ,n"YrL it L n `1rA`y isii`eri uo� b '� r s
• r�r ��y�,,n •rgt �`al®�M . L nA ri `ri — — — . —I- a •w, IF nr vl�ry IN
r'TuiBi'�Ir$iii' �rr. i[n. n6 ly 'i 'lLn
rWrer r
I
1
1 ear
a.o I yLw
ri"o a"'
DETAIL "A' i414ru
CROSSSECTION PLAN VIEWDETAIL- FIELD WELD
INSTALLATION SKETCH
r am a asr
Sir r� r
esn " �i oiTi'
PROJECT W. EXAMPLE
cau+rY
aw.,yP�l1! aHrr•der.rr STAYK%
r•p rp - ea Rr r { rnerLe.
�PMIDII Q rn1eYN•n•lar
A STANDARD
�yyaaaSa +NoaAorrse EXPANSION JOINT
r r % iosi'e r°isr: s`n"L SEAL DETAILS
TYPICAL SECTION OF BASE ANCLE ASSEMBLY •�
s N AOT EXPANSION JOINT DETAILS
S1.4 N.Ta
— n 1 nrern , — • AR .TIT - r — A rwmnrt rFnOr TO — — A —M r(C nTAwe