20200901 Ver 1_401 Application_20200709

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
20200901
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Information for Initial Review
1a. Name of project:
CORTESY COPY - Headwaters Mixed -Use Development
1a. Who is the Primary Contact?*
Adam Williams
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/9/2020
Nearest Body of Water
Middle Fork of the South Fork New River
Basin
New
Water Classification
WS-N:+
Site Coordinates
Latitude:
36.144128
A. Processing Information
County (or Counties) where the project is located:
Watauga
Is this a NCDMS Project
r Yes r No
Longitude:
-81.663824
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*
Winston-Salem Regional Office - (336) 776-
9800
1c. Primary Contact Phone:*
[phone]
V
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?
r 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
29 - Residential Developments
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
r 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:
The Headwaters of the New River, LLC
2b. Deed book and page no.:
DB 1981, pg 757
2c. Responsible party:
2d.Address
Street Address
452 Sunset Drive
Address Line 2
Suite C
city
Blowing Rock
postal / Zip Code
28605
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
Slate / Ftovince / Region
North Carolina
Country
United States
2f. Fax Number:
r Yes r No
r Yes r No

3. Applicant Information (if different from owner)
3a. Name:
Preston Spencer
3b. Business Name:
4 Forty Four
3c.Address
Street Address
PO Box1967
Address Line 2
CKY
Blowing Rock
Postal / Zip Code
28605
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Adam Williams
4b. Business Name:
Brushy Fork Environmental Consulting, Inc.
4c.Address
Street Address
10565 US Highway 421 South
Address tine 2
City
Trade
Postal / Zip Code
37691
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Brushy Fork Agent Authorization_signed.pdf
State / Province / legion
North Carolina
Country
United States
3e. Fax Number:
State / Prmince / legion
Tennessee
Country
United States
4e. Fax Number:
241.62KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Blowing Rock, NC
2. Project Identification
2a. Property Identification Number:
2b. Property size:
2818314831000
4.89
2c. Project Address
Street Address
6875 Valley Blvd
Address Line 2
City
State / Province / legion
Blowing Rock
North Carolina
Postal / Zip OxIe
Country
28605
United States
3. Surface Waters

3a. Name of the nearest body of water to proposed project:*
Middle Fork of the South Fork New River
3b. Water Resources Classification of nearest receiving water:*
WS-N:+
3c. What river basin(s) is your project located in?*
New
3d. Please provide the 12-digit HUC in which the project is located.
050500010201
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 Subject Property, located in Blowing Rock, NC, is surrounded on the southern, western and eastern by deciduous forest as well as some residential homesites. Currently, there is a
building on the property used for storage for the landowner as well as a parking lot. The Middle Fork New River runs through the northern section of the property, with a stonework and
concrete bridge providing access to the parking lot area. An unnamed tributary flows from southeast to north within the southeastern quadrant of the property. The northern boundary
lies adjacent to US Highway 321 South. Primary land use in the vicinity includes residential and commercial developments as well as transportation. The Blue Ridge Parkway, a national
scenic byway, is also located close to the site.
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)
Headwaters Topo.pdf
783.69KB
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)
Headwaters soil report.pdf 527.44KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.051 ac
4g. List the total estimated linear feet of all existing streams on the property:
452
4h. Explain the purpose of the proposed project:*
The purpose of this project is to develop mixed -use residential housing facilities and associated storage and parking areas.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Currently, the plan is to build a single one -bedroom and three two -bedroom cottages, as well as six smaller "tree houses" for a total of ten residential units. Plans also include a future
commercial space, which will likely be used for storage.
Parking spaces will also be added to the existing parking area on -site. An existing bridge which crosses the Middle Fork New River will have its footings repaired as part of this project. A
40 foot existing culvert on Ur1 will be replaced with a 65 foot culvert, and .02 acres of wetland will be filled as part of the parking area expansion and associated drainage pipe
installation. A variety of equipment will be used during the construction of this project and may include dump trucks, skid steers, track hoes, back hoes, and other heavy equipment.
4j. Please upload project drawings for the proposed project.
Site Plans for PCN.pdf 699.26KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No 6 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 Sa is yes, who delineated the jurisdictional areas?
Name (if known): Paige Seago, Adam Williams
Agency/Consultant Company: Brushy Fork Environmental Consulting, Inc.
Other:
5d1. Jurisdictional determination upload
Combined 444 Report Reduced.pdf 9.38MB
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
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
a. Site #* (?) 2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
11 Parking Area JP
NOIwNCWAM TYPES Wetland 1 No Both 0.020
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.020
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.020
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1
Culvert Replacement
P
Permanent
Culvert
UT1
Perennial
Both
4
Averge(feet)
25
(linearfeet)
g2
Bridge Repair
Temporary
Other
Middle Fork New River
Perennial
Both
25
Average (feet)
30
(lir�rfeet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
25
3i. Total stream and ditch impacts:
55
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
30
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Several building footprint locations were considered during the design phase of the project. The final design has the least cumulative impacts to
jurisdictional waters. Impacts to wetlands and streams were taken into consideration with the building design. Buildings located near streams were
designed as tree -houses with cantilevered decks to reduce tooter impacts to stream riparian buffers. Buildings were limited to 10 units to avoid zoning
requirements for expansive additional parking. Existing pavement was utilized during planning and design to minimize new impervious areas thus
reducing impacts to water quality via stormwater runoff.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All streambank disturbances will be stabilized same day and covered with coir matting and live -staked to reduce sedimentation during construction.
Only well maintained equipment will be used; no leaks will be tolerated. During the installation of culverts a pump -around system will be used to divert
flowaround substrate materials and to prevent excess sedimentation. At the end of each day, disturbed areas will be seeded, strawed, and matted
with coconut coir erosion control matting. Al equipment will be newor in very good condition to minimize the potential for hydraulic leaks. Silt fence will
be installed to prevent construction runoff from entering streams or wetlands. All remaining disturbed areas will be seeded and strewed once
construction is complete.
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?
F Yes f• No

2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F 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
If no, explain why:
Project is not within an NC Riparian Buffer Protection Area
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 (15ANCAC 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 f• No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C Yes R No
3b. If you answered "no," provide a short narrative description.
This is mixed use residential development project, and should not result in additional developments which would impact nearby downstream water
quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NtA
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
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No C Unknown
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees 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

Sg(1). If yes, have you inspected the bridge for signs of bat use such as staining, guano, bats, etc.?
r Yes r No
If you answered "Yes" to 5g(1), did you discover any signs of bat use?
r Yes r No r Unknown
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. 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?
BFEC completed the USFW IPaC regulatory review process. BFEC then reviewed information for each species listed on the provided species list,
using the Asheville Ecological Services Field Office pace and USFWS fact sheets. No Critical Habitat is located at this site. Habitat requirements are
not met
for the species on the list due to specific habitat requirements such as high elevation rocky outcrops/summits or spruce fir forest. No known caves are
located at the project site. No bat maternity roosts are known on site and mature trees are not present in the project area. The bridge on the property
did not show any signs of bat habitat.
Consultation Documentation Upload
Species List_ Asheville Ecological Services Field Office.pdf 689.11 KB
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?*
NOAA Essential Fish Habitat Mapper: https://www.habitat.noaa.gov/protection/efh/efhmapper/
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?*
HPOWEB: NCHPO GIS Service. This project will take place apprommately 0.34 miles from an unnamed home site that is included in the NC HPO GIS
Data used. The proposed project will have no impact on any historic structures or archaeological resources in the area.
7c. Historic or Prehistoric Information Upload
Headwaters SHPO.pdf 2.37MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
The proposed project is not anticipated to cause an increase in flood elevation. A No -Rise Certification will be submitted by Brushy Fork Engineering
Division PLLC to the Watauga County Floodplain administrator.
8c. What source(s) did you use to make the Floodplain determination?*
FEMA Flood Map Service Center online mapper
Miscellaneous L•
Comments
Miscellaneous attachments not previously requested.
Firmette.pdf 1015.67KB
2020.06.12_2600_4Fourty Four Office & Residences —Bridge Repair —For Reviewpdf 392.68KB
Signature u
17 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:
Josselyn Lucas

Signature
Date
7/9/2020

PROPERTY LEGAL DRIP ION:
LOT NO. NLAII PLAN NO. N/A PARCEL ID: 2818314831000-
i i f1!11 i
The undersigned, registered property owners of the above noted property, do hereby authorize
ZJ9-PqTW1
(Contra ctor/Agent)
(Consulting Firma
to act on my behalf and take all achons necessary for the processing, issuance and acceptance
of this Permit or certification and any and all standard and special conditions atta c h ad .
Property Owners Address (if different than property abase]: P.Q. Box 196Z, @.1.2]tYj�,�
Hack. NC,2$645 .,,.
Telephone: 828-295-SU9
e hereby cerfify the above information submitted in this application is true and accurate t
the best of r knowledge.
Ruth o rIzed Signature:
Date:
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Copyright C 1996 Earthvisions Inc.
Datum: NAD83

GRADING & STORMWATER DRAINAGE LEGEND
'-*`-71.0
FINISHED GRADE SPOT ELEVATION
FFE = 3443.E
FINISHED FLOOR ELEVATION FOR NEW BUILDING
f 2:1
FINISHED GRADE SLOPE (HORIZONTAL SLOPE: VERTICAL SLOPE)
f 2%
FINISHED GRADE SLOPE (PERCENT SLOPE)
3430 -
EXISTING MAJOR CONTOUR
. - - - -
EXISTING MINOR CONTOUR
40
FINISHED GRADE MAJOR CONTOUR
FINISHED GRADE MINOR CONTOUR
TW
FINISHED GRADE ELEVATION AT TOP OF RETAINING WALL
BW
FINISHED GRADE ELEVATION AT BOTTOM OF RETAINING WALL
NEW STORMWATER DRAINAGE PIPE
❑
NEW STORMWATER DRAINAGE STRUCTURE
❑❑
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14
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L`----
GENERAL NOTES:
1. TOPOGRAPHIC SURVEY PREPARED BY NEW RIVER SURVEYORS, RUSSELL C.
SHAW, PLS, L-2899, JOB NO. 18162, DATED JANUARY 11, 2019. THIS IS A SURVEY OF
THE J.N.T.A.C. LIMITED PROPERTY AS DESCRIBED IN BOOK OF RECORDS 1981 AT
PAGE 757 OF THE WATAUGA COUNTY PUBLIC REGISTRY.
2. A PORTION OF THE PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD
AREA ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO. 3710281000J,
DATED DECEMBER 3, 2009. THE 100-YEAR FLOODWAY AND 100-YEAR FLOOD
FRINGE LINES ARE SHOWN ON THIS DRAWING.
3. CONTOUR INTERVAL = 2 FEET.
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DATE: 6-26-20
DRWN. BY: EGT
CHKD. BY: MPT
PROJECT NUMBER
B 18073
DRAWING NO. SHEET NO.
C-4 4 OF 5

Headwaters Mixed -Use Development Site SHPO Map
Legend
flock �"�'o
Q WT0234 House (Surveyed Only) N
7�
Subject Property 0 300 600 900 1,200
Watauga Streams Feet c�inngt°v
Roads
Map is not to be construed as surveyed data. All boundaries are approximate GIS data taken from public data sources. BFEC 2020.

National Flood Hazard Layer FIRMette *FEMA
81o40'10"W 36o8'56"N
I.VVVV
0 250 500 1,000 1,500 2,000
Legend
SEE HIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD
With BFE or Depth Zone AE, AO, AH, VE, AR
HAZARD AREAS
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zone x
Future Conditions 1% Annual
Chance Flood Hazard zone x
Area with Reduced Flood Risk due to
OTHER AREAS OF Levee. See Notes. zone x
FLOOD HAZARD Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard zone
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard zone D
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES I I I I I I I Levee, Dike, or Floodwall
e zo.z Cross Sections with 1% Annual Chance
17•5 Water Surface Elevation
ao- - - Coastal Transect
^^^^--sn— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available N
No Digital Data Available I
MAP PANELS Unmapped
QThe pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 6/22/2020 at 11:29 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data over time.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

GENERAL NOTES
1.
2-
3-
4.
5.
6.
7.
8.
9.
10
11.
12
13
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING
UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE HIS WORK ACTIVITIES WITH THE OWNER.
CONTRACTOR SHALL MAKE A CAREFUL INSPECTION OF THE SITE TO FAMILIARIZE HIM/HERSELF
WITH THE ACTUAL CONDITIONS OF THE SITE.
CONTRACTOR SHALL CHECK AND VERIFY GIVEN DIMENSIONS, TAKE ADDITIONAL DIMENSIONS
AS REQUIRED AND REPORT ANY INACCURACIES TO THE ENGINEER.
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER
DISCIPLINES.
ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE NORTH CAROLINA STATE
BUILDING CODE, THE AISC CODE, THE ACI BUILDING CODE (ACI 318), THE AMERICAN WELDING
SOCIETY CODE AND ALL APPLICABLE ASTM STANDARDS, IN CASES OF CONFLICT, THE MOST
STRINGENT REQUIREMENT SHALL GOVERN.
CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE, LOCATION, TYPE, AND DIRECTION OF
ALL PADS, DEPRESSIONS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, ETC. TO BE SET OR
CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.
CONTRACTOR SHALL COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR
TO FOUNDATION LAYOUT AND FABRICATION OF ANY STRUCTURAL MEMBERS.
GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO
STABILIZE NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS
COMPLETE.
OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS,
NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND
RESOLVED BEFORE PROCEEDING WITH THE WORK.
THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.
APPLY TERMITE TREATMENT TO GROUND SURFACES WITHIN THE DEFINED SCOPE OF WORK AS
REQUIRED BY CODE AND LOCAL BUILDING INSPECTOR.
SECTIONS AND DETAILS SHOWN AT LOCATIONS INDICATED ON PLAN ARE TYPICAL FOR OTHER
SIMILAR CONDITIONS OF BUILDING EVEN IF NO SECTION CUT IS INDICATED AT A SIMILAR
CONDITION. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL DETAILS WITH OTHER
TRADES, DISCIPLINES AND ALL SECTIONS AND DETAILS WITHIN STRUCTURAL DOCUMENTS. ALL
SECTIONS AND DETAILS ARE NOT COMPLETE REPRESENTATIONS OF CONDITIONS BUT ARE
SPECIFIC TO ITEMS INDICATED IN DETAILS. COORDINATION WITH VIEWS OF OTHER SECTIONS,
PLANS AND DETAILS MAY BE REQUIRED TO COMPLETE ASSEMBLY.
CONCRETE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS" (LATEST EDITION), ACI 318 "BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE" (LATEST EDITION), AND ACI 302"GUIDE FOR CONCRETE FLOOR AND
SLAB CONSTRUCTION" (LATEST EDITION).
REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN COMPLIANCE WITH ACI 315
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (LATEST EDITION).
MIX DESIGN SHALL BE IN ACCORDANCE WITH ACI 318 (CURRENT EDITION).
MINIMUM CEMENT CONTENT = 500 LBS PER CUBIC YARD.
CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS.
MAXIMUM SLUMP = 4" PLUS OR MINUS 1".
THE MAX AGGREGATE SIZE SHALL BE 3/4"
CONCRETE AGGREGATES SHALL COMPLY WITH ASTM C33 AND SHALL BE FREE OF CLAY, FOAM,
LUMPS OR OTHER DELETERIOUS SUBSTANCES.
REINFORCING BARS SHALL BE DEFORMED AND CONFORMING TO ASTM A615, GRADE 60.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND BE SUPPLIED IN SHEETS, NOT
ROLLS, U.N.O.
CONCRETE SHALL BE AIR ENTRAINED WITH 6% AVERAGE AIR CONTENT WITH A 1.5%
TOLERANCE. AIR ENTRAINMENT SHALL COMPLY WITH ASTM C260.
REINFORCEMENT LAP SPLICES SHALL BE 44 TIMES THE BAR DIAMETER UNLESS OTHERWISE
NOTED.
REINFORCEMENT COVER SHALL BE 3" WHEN POURED ADJACENT TO GROUND SURFACE AND
1.5" ELSEWHERE, U.N.O.
CONCRETE SHALL BE CONSOLIDATED USING CONCRETE VIBRATOR IN ACCORDANCE WITH
309R-05.
ABBREVIATIONS
AB.
ANCHOR BOLT
L.L.
LOWER LEVEL
AFF.
ABOVE FINISH FLOOR
MAX.
MAXIMUM
AFG.
ABOVE FINISH GRADE
MIN.
MINIMUM
ARCH.
ARCHITECTURAL, ARCHITECT
M.L.
MAIN LEVEL
B/O
BY OTHERS
K.O.
KNOCK -OUT
CL.
CENTER LINE
N.T.S.
NOT TO SCALE
CLR.
CLEAR
O/C
ON CENTER
C.J.
CONTROL JOINT
O.D.
OUTSIDE DIAMETER
CMU
CONCRETE MASONRY UNIT
PSF
POUNDS PER SQUARE FOOT
CONN.
CONNECTION, CONNECT
PSI
POUNDS PER SQUARE INCH
CONT.
CONTINUOUS
REINF.
REINFORCEMENT, REINFORCING
D.F.
DOUGLAS FIR
S.O.G.
SLAB -ON -GRADE
D.J.
DOUBLE JOIST
S.P.
SOUTHERN PINE
DWG
DRAWING, DRAWINGS
STD.
STANDARD
ENG.
ENGINEER, ENGINEERING
S.T.T.
SIMPSON STRONG TIE
EQ.
EQUAL
T.B.D.
TO BE DECIDED
FC
COMPRESSIVE STRENGTH STRESS
T.O.
TOP OF
FDN
FOUNDATION
TYP.
TYPICAL
F.Y.
YIELD STRESS
U.L.
UPPER LEVEL
G.C.
GENERAL CONTRACTOR
U.N.O.
UNLESS NOTED OTHERWISE
G.N.
GENERAL NOTES
W.W.F.
WELDED WIRE FABRIC
GR.
GRADE
W/
WITH
H.T.
HEAVY TIMBER
0
DIAMETER
SHEET INDEX
51 COVER SHEET AND GENERAL NOTES
S2 FOUNDATION PLAN
VICINITY MAP
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TYP. UNDERMINING
OF BRIDGE FOOTING
#5 CONT. REBAR AT 12" O/C FOR
FULL LENGTH OF FOOTING, TYP.
#6 CONT. REBAR AT 12" O/C,
EPDXY SET DOWELS IN 7/8" 0
HOLES IN ROCK, TYP.
USE OF A STREAM DIVERSION BARRIER.
VOIDS BELOW EXISTING FOOTINGS SHALLM AND FILLED WITH PLOWABLE CONCRETE. CONCRETE
COMPRESSIVE STRENGTH OF 4,000 PSI.4
ONCE CLEARED OF STREAM WATER, ERMINED AREAS BE CLEARED THOROUGHLY BEFORE REPAIR.
UNDERMINED AREA TO BE
FILLED WITH FLOWABLE GROUT
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