20200881 Ver 1_401 Application_20200706

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200881
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Bellvue Mill Greenway Bridge
1a. Who is the Primary Contact?*
Donald Sever
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/6/2020
Nearest Body of Water
LIT1 TO ENO RIVER
Basin
Neuse
Water Classification
WS-V;NSW
Site Coordinates
Latitude:
36.073205
A. Processing Information
County (or Counties) where the project is located:
Orange
Is this a NCDMS Project
r Yes r No
Longitude:
-79.114643
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Raleigh Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
t^ Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
14 - Linear transportation
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
P Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
BELLEVUE MILL LLC
2b. Deed book and page no.:
6177/532
2c. Responsible party:
Mark Bouldin
2d.Address
Street Address
17250 LANCASTER HIGHWAY, SUITE 608
Address Line 2
city
Charlotte
Fbstal / Zip Code
28277
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r Yes r No
3. Applicant Information (if different from owner)

3a. Name:
Donald Sever
3b. Business Name:
Summit Design and Engineering Servicess PLLC
3c.Address
Street Address
320 EXECUTNE COURT
Address Line 2
(Sty
State / Province / F bgion
Hillsborough
NC
Postal / Zip Code
Country
27278
USA
3d. Telephone Number:
3e. Fax Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Don Sever
4b. Business Name:
Summit Design and Engineering Services
4c.Address
Street Address
320 Executive Court
Address tine 2
(Sty
State / Province / Region
Hillsborough
NC
Postal / Zip Code
Country
27278
USA
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Property Owner Certification MCB signed 30JUN20.pdf 267.54KB
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality / town:
lllsborough
2. Project Identification
2a. Property Identification Number:
2b. Property size:
9864653481
9.25
2c. Project Address
Street Address
Address Line 2
city
State / Province / Region
Postal / Zip Code
Country
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT1 TO ENO RIVER
3b. Water Resources Classification of nearest receiving water:*
WS-V;NSW

3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202010302
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
THE SITE IS CURRENTLY WOODED WITH A CREEK RUNNING NORTH TO SOUTH. AN EXISTING SANITARY SEWER EASEMENT RUNNING WEST TO EAST. THE PROPOSED USE IS
A GREENWAY TRAIL WITH A BRIDGE CROSSING THE CREEK.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
683
4h. Explain the purpose of the proposed project:*
THE PURPOSE OF THE PROPOSED PROJECT IS TO HAVE A PEDESTRIAN GREENWAY TRAIL CONNECT BELLVUE AVE. AND KNIGHT ST..
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
A 6 FOOT WIDE, MULCHED GREENWAY TRAIL WILL BE CONSTRUCTED ON BOTH SIDES OF THE CREEK. THE CREEK CROSSING WILL INCLUDE A 25 FOOT SPAN BRIDGE WITH
A 10 FOOT LONG CONCRETE APPROACH AT EACH END.
4j. Please upload project drawings for the proposed project.
Bellvue Mill Greenway Bridge buffer impacts.pdf 600.06KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries P Buffers
r Open Waters r Pond Construction

6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Meuse r Tar -Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Greenway
P
Ui1 to Eno River
No
650
444
Greenway
T
U`r1 to Eno River
No
1,285
891
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 1,285.00 891.00
Zone 1
Zone 2
Total Permanent impacts: 650.00
444.00
Zone 1
Zone 2
Total combined buffer impacts: 1,935.00
1,335.00
61. Comments:
Supporting Documentation
Bellvue Mill Greenway Bridge buffer impacts.pdf 600.06KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
THE STREAM CROSSING IS PERPENDICULAR TO THE STREAM AND IS ONLY CROSSED ONCE. A PORTION OF THE MULCHED TRAIL WILL
TURN TO AVOID TREES CLOSE TO THE STREAM.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The trail design is kept as close to grade as possible to limit the extents of cut/fill.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
U
2. Stormwater Management Plan

2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
it is a greenway trail
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
N/A
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
N/A

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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
WA
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
3710986400K
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Donald A. Sever
Signature
Date
7/6/2020
u

PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Belivue Mill Greenway Bridge
Date: 6/10/2020
The Department of the Army
U.S. Army Corps of Engineers,
Darlington Avenue
Wilmington, NC 28403
Attn: Samantha Dailey
Wilmington District 69
Field Office: Ralei
I, the undersigned, a duly authorized owner of record of the property/properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Summit Design and Engineering Services, LLC. staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes Summit Design, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions. This notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by Summit Design staff.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 9864659601
Site Address: 206 S. Nash Street Unit 104
City, County, State: Hillsborough, Orange, NC 27278
PROPERTY OWNER INFORMATION:
Name: Bellevue Mill LLC
Mailing Address: 8380 Bay Pines Blvd 3'a Floor St. Petersburg, FL 33709
° Property Owner (please print) a aA -^'S �D oL)3o ��z^
Property Owner Signature
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

515
520
525
530
515
520
525
530
0+00523.2523.190+50521.8521.840+72.51
STA:0+25
ELEV: 524.4'
STA:0+47
ELEV: 524.4'
STA:0+25
ELEV: 522.4'STA:0+47
ELEV: 521.8'
STA:0+27
ELEV: 518.4'
STA:0+42
ELEV: 518.9'
SA
SA
SA
0+00
0+72
Dual 10" Tree
16" Tree
16" Tree
16" Tree
BELLVUE BRIDGE
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
COPYRIGHT 2020
SUMMIT DESIGN AND
ENGINEERING SERVICES
C
PROJECT NO.
SCALE
SHEET NO.
FIRST ISSUE DATE HILLSBOROUGH, NC
C r e a t i v e l y I n s p i r e d - T e c h n i c a l l y E x e c u t e d
License #: P-0339
320 Executive Drive
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summitde.net
1"=20'
05-15-2020
20-0093.010
EXHIBIT 1
STREAM CROSSING
PLAN AND PROFILE
6' WIDE BRIDGE
25' SPAN
6' WIDE
APPROACH
SLAB
10' LONG
APPROXIMATE LOCATION
OF 6' WIDE MULCH TRAIL
IN 10' EASEMENT (TO BE
DETERMINED IN FIELD)
APPROXIMATE LOCATION
OF 6' WIDE MULCH TRAIL
(TO BE DETERMINED IN
FIELD)10'
IMPACTS
ZONE 1 PERMANENT: 650 SF
ZONE 2 PERMANENT: 444 SF
ZONE 1 TEMPORARY: 1285 SF
ZONE 2 TEMPORARY: 891 SF
6" COMPACTED ABC
SUITABLE FILL
AND/OR #57 STONE
6'
6" CONC. SIDEWALK
CONCRETE APPROACH SLAB DETAIL
NTS
BRIDGE SECTIONS
1"=20'
24'4'6'7'6'SEVENMILE CREEK
2' - 0"2' - 0"2' - 0"A
S100
PT 3X16.5 GLULAM GIRDER, TYP.
PT 2X12 BLOCKING AT
GIRDER THIRD POINTS
CONC. APPROACH
SLAB, PER CIVIL,
TYP. TYP.6"TYP.5' - 0"TYP.5' - 0"CONC. BRIDGE
ABUTMENT, TYP.
W.P.#1
STA: 0+25
EL = 524.4'
W.P.#2
STA: 0+47
EL = 524.4'SEVENMILE CREEK4X6 GUARDRAIL POST
@ 4'-0" O.C. MAX, TYP.
B
S100
PT 2X6 DECKING
S100
C
6' - 3"CONC. ABUTMENT
FOOTING, TYP.
3' - 6"1' - 6"
WALL
10" CONC.1' - 0"STEM
5" CONC.
1/2" BOND
BREAK MAT'L
CONC. APPROACH.
SEE CIVIL DWGS
PT 2X6 WOOD
DECKING
PT GLULAM
GIRDER, PER PLAN
SIMPSON HGLA (W=3-1/4")
CAST-IN-PLACE BEAM SEAT,
HOT DIPPED-GALVANIZED, W/
(2) 3/4" THRU BOLTS
1' - 4" MIN.GRADE
EL = PER CIVIL±7'-6" WALL HEIGHTCLR.2"CLR.3"TYP.
3" CLR.
TYP.
2" CLR.TYP.2" CLR.#5 @12" O.C. BARS
@ T&B, EA. WAY
#4 BARS @ 12" O.C.
EA. WAY, EA. FACE
1/2" GAP
W.P.
STA. & ELE., PER PLAN
3"3' - 6"3' - 1 1/2"3' - 1 1/2"
PT 2X6 DECKING, MIN. (2) #10 X 3"
GALV. SCREWS PER BOARD, PER
GIRDER
PT 2X4 RAIL, TYP.PT 4X6 GUARDRAIL
POSTS @ 4'-0" O.C.
(3) 3/4"Ø GALV. THRU
BOLTS @ EA. POST
W/ WASHER EA. SIDE
PT GLULAM GIRDER,
PER PLAN
PT 2X12 BLOCKING AT
GIRDER THIRD POINTS
PT 2X8 TOP BOARD @
30 DEG. SLANT, TYP.5"5"3"GAP3 1/2" MAX.6' - 0" CLEAR
PT 2X12 JOIST,
SEE PLAN, TYP.
PT 4X6 POST, TYP.PT 2X6 DECKING, MIN. (2) GALV.
SCREWS PER BOARD PER JOIST
PT 2X8 TOP BOARD @
30 DEG SLANT
3' - 6"3"GAP3 1/2" MAX.PT 2X4 RAIL, TYP.
H
OF
N
ENRPROT
R
NGI E EOL
AN
LO
043287
AS E L
A
SES
C R
I AI
NJ
.
WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: [phone] Fax: [phone] www.SummitDE.netPROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:COPYRIGHT © 2020 SUMMIT DESIGN AND ENGINEERING SERVICES, THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ENGINEER, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ENGINEER. CHECKED BY:6/25/2020 5:09:20 PM Z:\20-0093\02_Working Drawings\20-0093 - Bellvue Bridge_R19.rvt20-0093.400
S100
06/26/2020
JWT
PLANS & DETAILS HILLSBOROUGH, NCSTREAM CROSSING OVER SEVENMILE CREEKBELLVUE BRIDGECCB
06/26/2020
1/2" = 1'-0"1 BRIDGE FRAMING PLAN
3/4" = 1'-0"A ABUTMENT SECTION
3/4" = 1'-0"B BRIDGE SECTION
1/2" = 1'-0"C TYPICAL GUARDRAIL ELEVATION
D E S I G N C R I T E R I A
BUILDING CODE:NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION
CONCRETE DESIGN CODE: ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
CONCRETE DESIGN METHOD: EQUIV. RECTANGULAR STRESS BLOCK
STEEL DESIGN CODE:AISC 360-10, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LRFD
STEEL DESIGN METHOD:ELASTIC ANALYSIS, PLASTIC DESIGN
W I N D L O A D
BASIC WIND SPEED:115 MPH
WIND IMPORTANCE FACTOR (IW): 1.0
OCCUPANCY CATEGORY: II
WIND EXPOSURE CATEGORY: C
ANALYSIS PROCEDURE:ENVELOPE PROCEDURE - ENCLOSED SIMPLE DIAPHRAGM LOW-RISE BUILDINGS
COMPONENTS & CLADDING PRESSURES: CALCULATED PER ASCE 7-10
S E I S M I C L O A D
STRUCTURE OCCUPANCY CATEGORY: II
SEISMIC IMPORTANCE FACTOR (IE): 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION (SS): 15.4%
MAPPED SPECTRAL RESPONSE ACCELERATION (S1): 7.7%
SITE CLASS: D
DESIGN SPECTRAL RESPONSE ACCELERATION (SDS): 16.4%
DESIGN SPECTRAL RESPONSE ACCELERATION (SD1): 12.3%
SEISMIC DESIGN CATEGORY: B
BASIC SEISMIC FORCE RESISTING SYSTEM: NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE
L I V E L O A D S
PEDESTRIAN:100 PSF
G E N E R A L N O T E S
1. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL
DRAWINGS.
2. THE CONTRACTOR SHALL COORDINATE BETWEEN ALL TRADES. CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE
DRAWINGS OF OTHERS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER IN A TIMELY
FASHION THAT PERMITS CLARIFICATIONS WITHOUT EFFECTING THE CONSTRUCTION SCHEDULE.
3. THESE DRAWINGS, ALONG WITH ANY SPECIFICATIONS ISSUED, CONSTITUTE THE CONTRACT DESIGN DOCUMENTS FOR THIS PROJECT.
ANY DISCREPANCY BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR
CLARIFICATION. FOR ESTIMATING PURPOSES THE CONTRACTOR SHALL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY
BE ORDERED, AND NO WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL.
4. ALTERNATES OR SUBSTITUTIONS TO STRUCTURAL MATERIALS OR DESIGN ARE AT THE SOLE DISCRETION OF THE LICENSED
STRUCTURAL ENGINEER OF RECORD. ANY MODIFICATION MUST BE APPROVED IN THE MANNER SET FORTH IN THE "FRONT END"
SPECIFICATIONS.
5. ALL STANDARDS REFERENCED WITHIN THESE DOCUMENTS ARE TO BE THE EDITIONS REFERENCED IN CHAPTER THIRTY-FIVE OF THE
INTERNATIONAL BUILDING CODE.
6. STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR
THE FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING.
SHORING IS TO BE DESIGNED TO PRECLUDE THE OVERSTRESSING ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF
CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT
ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE
CONTRACTOR SHALL BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN
UNUSUALLY UNSAFE CONDITION.
C O N C R E T E
1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318 (EDITIONS IN FORCE).
2. CONCRETE MIX DESIGNS ARE REFERENCED IN THE PROJECT SPECIFICATIONS. FOR EACH DESIGN A SUBMITTAL SHALL BE MADE BY THE
CONTRACTOR AS OUTLINED IN THE SPECIFICATIONS.
3. ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCEMENT
STEEL IS PROHIBITED.
4. THE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS.
5. ALL REINFORCING STEEL IS TO BE CONTINUOUS. LAP BARS 40 DIAMETERS FOR BARS #6 AND SMALLER OR 48 DIAMETERS FOR BARS #7 AND
LARGER AT SPLICE UNLESS NOTED OTHERWISE ON SCHEDULES OR DETAILS.
6. THE LOCATION OF ALL LAP SPLICES WILL BE SHOWN ON SHOP DRAWINGS.
7. NO CONCRETE ELEMENT MAY BE CORED TO PLACE THROUGH ITEMS (ie PIPES, ELECTRICAL LINES, ETC.). ALL THROUGH ITEMS PENETRATING
HORIZONTAL SURFACES ARE TO BE PLACED IN SCHEDULE 40, STEEL, PIPE SLEEVES OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE
THROUGH ITEM. AT PENETRATIONS IN THE VERTICAL PLANE OF ELEMENTS THE PIPE SLEEVE DIAMETER WILL BE INCREASED BY AN AMOUNT TO
PROVIDE 1 1/2" CLEAR DIMENSION AROUND THE THROUGH ITEM.
8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING OF CONCRETE BELOW GRADE.
9. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED IN CONCRETE ELEMENTS. LOCATE VERTICAL CONSTRUCTION JOINTS AT THE MIDDLE
THIRD OF THE SPAN. PROVIDE 2x4, CONTINUOUS, BEVELED KEYWAYS AT SLABS AND (ONE MINIMUM) AND 2X8 BEVELED KEYWAY AT BEAMS.
SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL.
10. ALL INTERSECTING BEAMS, WALLS, AND FOOTINGS SHALL HAVE CORNER BARS. REFER TO TYPICAL DETAILS.
11. TYPICAL REINFORCING CLEAR COVER SHALL CONFORM TO ACI 318 (EDITIONS IN FORCE), U.N.O.
F O U N D A T I O N S
1. THE PRIMARY BUILDING STRUCTURE IS DESIGNED FOR SUPPORT ON SPREAD FOOTINGS WITH AN ASSUMED ALLOWABLE NET SOIL
BEARING PRESSURE OF 2000 PSF ON UNDISTURBED SOILS OR COMPACTED FILL.
2. IF SOIL AT THE SCHEDULED FOOTING ELEVATION IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT AND STRUCTURAL ENGINEER
ARE TO BE NOTIFIED IMMEDIATELY. LOWER FOOTING ELEVATIONS IF REQUIRED BY ARCHITECT AND ENGINEER TO REACH FIRM SOIL.
3. CONTRACTOR IS TO PROVIDE PROPERLY DESIGNED SHEETING AND SHORING AT ALL OPEN EXCAVATIONS, OR LAY BACK THE CUT AT A
SLOPE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER IN ORDER TO ENSURE SAFE WORKING CONDITIONS AND AS NECESSARY
TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE
PLACEMENT OF CONCRETE.
D I M E N S I O N A L L U M B E R
1. CODE FOR MEMBER DESIGN: ANSI/AF&PA NATIONAL DESIGN SPECIFICATION AND SUPPLEMENT. ALL MEMBERS SHALL BEAR AN APPROVED
GRADE STAMP.
2. DESIGN IS BASED ON SP NO. 2 WITH DESIGN PROPERTIES ACCORDING TO THE SOUTHERN PINE 2013 ADDENDUM.
3. ALL DIMENSIONAL LUMBER SIZES SHOWN ON DRAWINGS ARE NOMINAL DIMENSIONS.
4. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED.
S T R U C T U R A L C O M P O S I T E L U M B E R
1. CODE FOR MEMBER DESIGN: ANSI/AF&PA NATIONAL DESIGN SPECIFICATION AND SUPPLEMENT. ALL MEMBERS SHALL BEAR AN APPROVED
GRADE STAMP.
2. STRUCTURAL COMPOSITE LUMBER (SCL) DESIGN IS BASED ON THE FOLLOWING MINIMUM DESIGN PROPERITES:
• LVL: Fb = 2,600 PSI
Fv = 285 PSI
Fc⟂= 750 PSI
E = 1,900 KSI
• PSL: Fb = 2,400 PSI
Fc = 2,500 PSI
Fv = 190 PSI
E = 1,800 KSI
• GLULAM: 24F-V5 SP/SP
3. LVL AND PSL MEMBERS SHALL BE PROTECTED FROM WEATHER ACCORDING TO THEIR MANUFACTURER'S RECOMMENDATIONS. GLULAM BEAMS
ARE TO BE PRESERVATIVE TREATED IF THEY ARE EXPOSED TO WEATHER.
M A T E R I A L S
1. STEEL
PLATES & BARS (GENERAL) ASTM A36, Fy = 36 KSI, HOT-DIPPED GALVANIZED
BOLTS ASTM A36, HOT-DIPPED GALVANIZED
ANCHOR RODS ASTM F1554 GRADE 36
2. REINFORCING STEEL
GENERAL REINFORCING ASTM A615, Fy = 60 KSI
3. CONCRETE
FOOTINGS MIX F'c = 3000 PSI NORMAL WEIGHT
WALLS MIX F'c = 4500 PSI NORMAL WEIGHT
NO REVISIONS DATE
515
520
525
530
515
520
525
530
0+00523.2523.190+50521.8521.840+72.51
STA:0+25
ELEV: 524.4'
STA:0+47
ELEV: 524.4'
STA:0+25
ELEV: 522.4'STA:0+47
ELEV: 521.8'
STA:0+27
ELEV: 518.4'
STA:0+42
ELEV: 518.9'
SA
SA
SA
0+00
0+72
Dual 10" Tree
16" Tree
16" Tree
16" Tree
BELLVUE BRIDGE
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS.
COPYRIGHT 2020
SUMMIT DESIGN AND
ENGINEERING SERVICES
C
PROJECT NO.
SCALE
SHEET NO.
FIRST ISSUE DATE HILLSBOROUGH, NC
C r e a t i v e l y I n s p i r e d - T e c h n i c a l l y E x e c u t e d
License #: P-0339
320 Executive Drive
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summitde.net
1"=20'
05-15-2020
20-0093.010
EXHIBIT 1
STREAM CROSSING
PLAN AND PROFILE
6' WIDE BRIDGE
25' SPAN
6' WIDE
APPROACH
SLAB
10' LONG
APPROXIMATE LOCATION
OF 6' WIDE MULCH TRAIL
IN 10' EASEMENT (TO BE
DETERMINED IN FIELD)
APPROXIMATE LOCATION
OF 6' WIDE MULCH TRAIL
(TO BE DETERMINED IN
FIELD)10'
IMPACTS
ZONE 1 PERMANENT: 650 SF
ZONE 2 PERMANENT: 444 SF
ZONE 1 TEMPORARY: 1285 SF
ZONE 2 TEMPORARY: 891 SF
6" COMPACTED ABC
SUITABLE FILL
AND/OR #57 STONE
6'
6" CONC. SIDEWALK
CONCRETE APPROACH SLAB DETAIL
NTS
BRIDGE SECTIONS
1"=20'
24'4'6'7'6'SEVENMILE CREEK
2' - 0"2' - 0"2' - 0"A
S100
PT 3X16.5 GLULAM GIRDER, TYP.
PT 2X12 BLOCKING AT
GIRDER THIRD POINTS
CONC. APPROACH
SLAB, PER CIVIL,
TYP. TYP.6"TYP.5' - 0"TYP.5' - 0"CONC. BRIDGE
ABUTMENT, TYP.
W.P.#1
STA: 0+25
EL = 524.4'
W.P.#2
STA: 0+47
EL = 524.4'SEVENMILE CREEK4X6 GUARDRAIL POST
@ 4'-0" O.C. MAX, TYP.
B
S100
PT 2X6 DECKING
S100
C
6' - 3"CONC. ABUTMENT
FOOTING, TYP.
3' - 6"1' - 6"
WALL
10" CONC.1' - 0"STEM
5" CONC.
1/2" BOND
BREAK MAT'L
CONC. APPROACH.
SEE CIVIL DWGS
PT 2X6 WOOD
DECKING
PT GLULAM
GIRDER, PER PLAN
SIMPSON HGLA (W=3-1/4")
CAST-IN-PLACE BEAM SEAT,
HOT DIPPED-GALVANIZED, W/
(2) 3/4" THRU BOLTS
1' - 4" MIN.GRADE
EL = PER CIVIL±7'-6" WALL HEIGHTCLR.2"CLR.3"TYP.
3" CLR.
TYP.
2" CLR.TYP.2" CLR.#5 @12" O.C. BARS
@ T&B, EA. WAY
#4 BARS @ 12" O.C.
EA. WAY, EA. FACE
1/2" GAP
W.P.
STA. & ELE., PER PLAN
3"3' - 6"3' - 1 1/2"3' - 1 1/2"
PT 2X6 DECKING, MIN. (2) #10 X 3"
GALV. SCREWS PER BOARD, PER
GIRDER
PT 2X4 RAIL, TYP.PT 4X6 GUARDRAIL
POSTS @ 4'-0" O.C.
(3) 3/4"Ø GALV. THRU
BOLTS @ EA. POST
W/ WASHER EA. SIDE
PT GLULAM GIRDER,
PER PLAN
PT 2X12 BLOCKING AT
GIRDER THIRD POINTS
PT 2X8 TOP BOARD @
30 DEG. SLANT, TYP.5"5"3"GAP3 1/2" MAX.6' - 0" CLEAR
PT 2X12 JOIST,
SEE PLAN, TYP.
PT 4X6 POST, TYP.PT 2X6 DECKING, MIN. (2) GALV.
SCREWS PER BOARD PER JOIST
PT 2X8 TOP BOARD @
30 DEG SLANT
3' - 6"3"GAP3 1/2" MAX.PT 2X4 RAIL, TYP.
H
OF
N
ENRPROT
R
NGI E EOL
AN
LO
043287
AS E L
A
SES
C R
I AI
NJ
.
WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: [phone] Fax: [phone] www.SummitDE.netPROJECT NO.
DRAWN BY:
FIRST ISSUE DATE:COPYRIGHT © 2020 SUMMIT DESIGN AND ENGINEERING SERVICES, THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ENGINEER, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ENGINEER. CHECKED BY:6/25/2020 5:09:20 PM Z:\20-0093\02_Working Drawings\20-0093 - Bellvue Bridge_R19.rvt20-0093.400
S100
06/26/2020
JWT
PLANS & DETAILS HILLSBOROUGH, NCSTREAM CROSSING OVER SEVENMILE CREEKBELLVUE BRIDGECCB
06/26/2020
1/2" = 1'-0"1 BRIDGE FRAMING PLAN
3/4" = 1'-0"A ABUTMENT SECTION
3/4" = 1'-0"B BRIDGE SECTION
1/2" = 1'-0"C TYPICAL GUARDRAIL ELEVATION
D E S I G N C R I T E R I A
BUILDING CODE:NORTH CAROLINA STATE BUILDING CODE, 2018 EDITION
CONCRETE DESIGN CODE: ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
CONCRETE DESIGN METHOD: EQUIV. RECTANGULAR STRESS BLOCK
STEEL DESIGN CODE:AISC 360-10, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LRFD
STEEL DESIGN METHOD:ELASTIC ANALYSIS, PLASTIC DESIGN
W I N D L O A D
BASIC WIND SPEED:115 MPH
WIND IMPORTANCE FACTOR (IW): 1.0
OCCUPANCY CATEGORY: II
WIND EXPOSURE CATEGORY: C
ANALYSIS PROCEDURE:ENVELOPE PROCEDURE - ENCLOSED SIMPLE DIAPHRAGM LOW-RISE BUILDINGS
COMPONENTS & CLADDING PRESSURES: CALCULATED PER ASCE 7-10
S E I S M I C L O A D
STRUCTURE OCCUPANCY CATEGORY: II
SEISMIC IMPORTANCE FACTOR (IE): 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION (SS): 15.4%
MAPPED SPECTRAL RESPONSE ACCELERATION (S1): 7.7%
SITE CLASS: D
DESIGN SPECTRAL RESPONSE ACCELERATION (SDS): 16.4%
DESIGN SPECTRAL RESPONSE ACCELERATION (SD1): 12.3%
SEISMIC DESIGN CATEGORY: B
BASIC SEISMIC FORCE RESISTING SYSTEM: NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE
L I V E L O A D S
PEDESTRIAN:100 PSF
G E N E R A L N O T E S
1. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL
DRAWINGS.
2. THE CONTRACTOR SHALL COORDINATE BETWEEN ALL TRADES. CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE
DRAWINGS OF OTHERS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER IN A TIMELY
FASHION THAT PERMITS CLARIFICATIONS WITHOUT EFFECTING THE CONSTRUCTION SCHEDULE.
3. THESE DRAWINGS, ALONG WITH ANY SPECIFICATIONS ISSUED, CONSTITUTE THE CONTRACT DESIGN DOCUMENTS FOR THIS PROJECT.
ANY DISCREPANCY BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR
CLARIFICATION. FOR ESTIMATING PURPOSES THE CONTRACTOR SHALL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY
BE ORDERED, AND NO WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL.
4. ALTERNATES OR SUBSTITUTIONS TO STRUCTURAL MATERIALS OR DESIGN ARE AT THE SOLE DISCRETION OF THE LICENSED
STRUCTURAL ENGINEER OF RECORD. ANY MODIFICATION MUST BE APPROVED IN THE MANNER SET FORTH IN THE "FRONT END"
SPECIFICATIONS.
5. ALL STANDARDS REFERENCED WITHIN THESE DOCUMENTS ARE TO BE THE EDITIONS REFERENCED IN CHAPTER THIRTY-FIVE OF THE
INTERNATIONAL BUILDING CODE.
6. STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR
THE FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING.
SHORING IS TO BE DESIGNED TO PRECLUDE THE OVERSTRESSING ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF
CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.
7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT
ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE
CONTRACTOR SHALL BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN
UNUSUALLY UNSAFE CONDITION.
C O N C R E T E
1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318 (EDITIONS IN FORCE).
2. CONCRETE MIX DESIGNS ARE REFERENCED IN THE PROJECT SPECIFICATIONS. FOR EACH DESIGN A SUBMITTAL SHALL BE MADE BY THE
CONTRACTOR AS OUTLINED IN THE SPECIFICATIONS.
3. ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCEMENT
STEEL IS PROHIBITED.
4. THE CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS.
5. ALL REINFORCING STEEL IS TO BE CONTINUOUS. LAP BARS 40 DIAMETERS FOR BARS #6 AND SMALLER OR 48 DIAMETERS FOR BARS #7 AND
LARGER AT SPLICE UNLESS NOTED OTHERWISE ON SCHEDULES OR DETAILS.
6. THE LOCATION OF ALL LAP SPLICES WILL BE SHOWN ON SHOP DRAWINGS.
7. NO CONCRETE ELEMENT MAY BE CORED TO PLACE THROUGH ITEMS (ie PIPES, ELECTRICAL LINES, ETC.). ALL THROUGH ITEMS PENETRATING
HORIZONTAL SURFACES ARE TO BE PLACED IN SCHEDULE 40, STEEL, PIPE SLEEVES OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE
THROUGH ITEM. AT PENETRATIONS IN THE VERTICAL PLANE OF ELEMENTS THE PIPE SLEEVE DIAMETER WILL BE INCREASED BY AN AMOUNT TO
PROVIDE 1 1/2" CLEAR DIMENSION AROUND THE THROUGH ITEM.
8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING OF CONCRETE BELOW GRADE.
9. NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED IN CONCRETE ELEMENTS. LOCATE VERTICAL CONSTRUCTION JOINTS AT THE MIDDLE
THIRD OF THE SPAN. PROVIDE 2x4, CONTINUOUS, BEVELED KEYWAYS AT SLABS AND (ONE MINIMUM) AND 2X8 BEVELED KEYWAY AT BEAMS.
SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL.
10. ALL INTERSECTING BEAMS, WALLS, AND FOOTINGS SHALL HAVE CORNER BARS. REFER TO TYPICAL DETAILS.
11. TYPICAL REINFORCING CLEAR COVER SHALL CONFORM TO ACI 318 (EDITIONS IN FORCE), U.N.O.
F O U N D A T I O N S
1. THE PRIMARY BUILDING STRUCTURE IS DESIGNED FOR SUPPORT ON SPREAD FOOTINGS WITH AN ASSUMED ALLOWABLE NET SOIL
BEARING PRESSURE OF 2000 PSF ON UNDISTURBED SOILS OR COMPACTED FILL.
2. IF SOIL AT THE SCHEDULED FOOTING ELEVATION IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT AND STRUCTURAL ENGINEER
ARE TO BE NOTIFIED IMMEDIATELY. LOWER FOOTING ELEVATIONS IF REQUIRED BY ARCHITECT AND ENGINEER TO REACH FIRM SOIL.
3. CONTRACTOR IS TO PROVIDE PROPERLY DESIGNED SHEETING AND SHORING AT ALL OPEN EXCAVATIONS, OR LAY BACK THE CUT AT A
SLOPE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER IN ORDER TO ENSURE SAFE WORKING CONDITIONS AND AS NECESSARY
TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE
PLACEMENT OF CONCRETE.
D I M E N S I O N A L L U M B E R
1. CODE FOR MEMBER DESIGN: ANSI/AF&PA NATIONAL DESIGN SPECIFICATION AND SUPPLEMENT. ALL MEMBERS SHALL BEAR AN APPROVED
GRADE STAMP.
2. DESIGN IS BASED ON SP NO. 2 WITH DESIGN PROPERTIES ACCORDING TO THE SOUTHERN PINE 2013 ADDENDUM.
3. ALL DIMENSIONAL LUMBER SIZES SHOWN ON DRAWINGS ARE NOMINAL DIMENSIONS.
4. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED.
S T R U C T U R A L C O M P O S I T E L U M B E R
1. CODE FOR MEMBER DESIGN: ANSI/AF&PA NATIONAL DESIGN SPECIFICATION AND SUPPLEMENT. ALL MEMBERS SHALL BEAR AN APPROVED
GRADE STAMP.
2. STRUCTURAL COMPOSITE LUMBER (SCL) DESIGN IS BASED ON THE FOLLOWING MINIMUM DESIGN PROPERITES:
• LVL: Fb = 2,600 PSI
Fv = 285 PSI
Fc⟂= 750 PSI
E = 1,900 KSI
• PSL: Fb = 2,400 PSI
Fc = 2,500 PSI
Fv = 190 PSI
E = 1,800 KSI
• GLULAM: 24F-V5 SP/SP
3. LVL AND PSL MEMBERS SHALL BE PROTECTED FROM WEATHER ACCORDING TO THEIR MANUFACTURER'S RECOMMENDATIONS. GLULAM BEAMS
ARE TO BE PRESERVATIVE TREATED IF THEY ARE EXPOSED TO WEATHER.
M A T E R I A L S
1. STEEL
PLATES & BARS (GENERAL) ASTM A36, Fy = 36 KSI, HOT-DIPPED GALVANIZED
BOLTS ASTM A36, HOT-DIPPED GALVANIZED
ANCHOR RODS ASTM F1554 GRADE 36
2. REINFORCING STEEL
GENERAL REINFORCING ASTM A615, Fy = 60 KSI
3. CONCRETE
FOOTINGS MIX F'c = 3000 PSI NORMAL WEIGHT
WALLS MIX F'c = 4500 PSI NORMAL WEIGHT
NO REVISIONS DATE