20221227 Ver 1_Shoreline Stabilization_20220908

Shoreline Stabilization Application Form
NORTH CAROLINA
Environmental Quality
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
DRAFT -NOT FOR USE AT THIS TIME
Submission Form
I. Applicant Information [15A NCAC 02H .0502(a)]
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Primary Contact Email*
[e-mail]
Please provide an email address for payment and requests for more information here.
Pre -Filing Meeting Date Request was 8/3/2022
submitted on: *
Owner Information:
...............................................................................................
Name:* Tony Steffel
Email: * [e-mail]
Phone Number: [phone]
(xxx)xxx-xxxx
Mailing Address:* Street Address
689 Sherwood Dr
Address Line 2
City
Troy
Postal / Zip Code
45373-6708
Is there an agent working on the project? * Yes
No
Agent/Consultant Information
State / Province / Region
OH
Country
US
Name: * Jonathan Hinkle
Company Affiliation: * Marathon Builders
Email: * [e-mail]

Phone Number:*
[phone]
(xxx)xxx-xxxx
Mailing Address:*
Street Address
PO Box 33
Address Line 2
City State / Province / Region
Lake Lure North Carolina
Postal / Zip Code Country
28746 USA
A signed and dated copy of the Agent Authorization letter:*
Sep 8, Doc 1.pdf 447KB
Link to: Sample Agent Authorization Form
Project Information [15A NCAC 02H .0502(a) & (b)]
Project Name:*
Steffel Rip rap
If your project has a formal name please use this. If your project does not have a formal name, please identify your project
by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses
any other names that have been used to identify the project in the past.
1. Provide a vicinity map (i.e. street map) clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. *
Upload File
Look up address
Upload Map: Steffel Survey with house and stairs.pdf 210.76KB
Latitude:*
35.443955
Longitude: *-82.195805
2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing,
structures (buildings, retaining walls, docks, impervious surfaces, etc.), rip rap, excavation or dredging below
Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram under
section 12.normal pool lake level/normal water level*
Marathon-Steffel DOCK1 L ALL.pdf 134.93KB
Please use the diagram at the link below:
https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.docx
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard
stick, shovel handle, etc.)
steffel pic.pdf 5.O1MB
4. Location of the property (where work is to be conducted)
Nearest Town:*
County: *
Lake/ river/ ocean adjacent to
property:
Lake Lure
Rutherford
Lake Lure

Subdivisions name or site address: *
Blue Heron Point
Include phase/lot number
Directions to site: *
64/74 to Lake Lure, left on Boys Camp road, Right on Holmstead Dr. JOb
site on the right
Please include road names and numbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application: *
House under construction. Dock to be built.
Residential, undeveloped, etc.
6. Property Size
0.56
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or
why it is necessary):
We would like to build a small dock. The town of Lake Lure is requiring
shoreline stablization where the boat dock is locate, because of the
location on the lake. We will install filter fabric and granite rip rap on the
sandy portion of the shoreline.
8. How will the work be done?*
From Land
From Water
9. Total amount of disturbance below the normal pool lake level/ normal water level: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
90
square feet
10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land-
ward: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
0
square feet
11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to
be impacted:*
(number of trees, for instance)
wooded lot
Sketch: Marathon-Steffel DOCK1 L ALL.pdf 134.93KB
Application Fee:
Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The
application fee is as follows (pursuant to G.S. 143-215.3D):
a $240.00 for impacts to lake (below normal water level) of less than 1 acre
a $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre
By digitally signing below, I certify that:
a I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief
a I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
a I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of
the NC General Statutes (the "Uniform Electronic Transactions Act");
a 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");

a 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 Shoreline Stabilization online form.
Full Name:* Jonathan HInkle
Signature:
Submittal Date: 9/8/2022

Initial Review
Is this accepted into the review process?* , Yes No
Project Number: * 20221227 Version: * 1
Select Reviewer: * Mitchell Anderson:eads\mlanderson
Select Reviewing Office: Asheville Regional Office - [phone]
Has payment been received?* No Payment Needed
Fee Received
Need Fee - send electronic notification
What amount is owed?* $240.00
$570.00

AppI8t011 for Laud llislurbnnce Permit Na LUP
TOWN OF LAKE LURE
AGENT AND/OR ACCEPTANCE OF INANCfAL RESPONSIBLILITY FORM
(page 1)
lNSTRU1ONS: Compete Ail,sections IF "Agent" on page 3. Page 6 must be completed in presence of Notary Public.
1) Project Information:
Project Nine: _..5:-[�'PC/1-•--
Project Location:
31I0 Ldericcr Ltikaft 7,48d7Lila
Propey ID # (Tax PJN): I (0 b� 674ap Page Biock II Loti,k Total Disturbed Area: T°56?.
2) Owner Information:
§2223(b)(3) of the Town of Lake Lur Soil Erosion and Sedirncntation Control ordinance states that "Plans may
he disapproved uiiless accompanied by an authorized statement of !'financial responsibility and ownership. This
statement shall be signed by the person financially responsible for the land disturbing activity or his/her attorney
in fact" The undersigned states that he/she is the owner of the land described in this application.
Name: "w-1611/411 5"ITILL-r
Mailing Address: (416 [ 5114C-1LtAgzo
"17tAbr4_ _L51)
Phone: °11 ILL-7 I1Z, Email: fStt
1
Signature:
By (if attorney in fact):
Date:Z—
Date:
3) Agent information andlor other Person Financially Responsible for Land Disturbing Activity;
§22-23(b)(3) of the Town of Lake Lure Soil Erosion and Sedimentation Control ordinance states that "Plans may
be disapproved unless accompanied by an authorized statenient offinancial responsibility and ownership. This
statement shall be signed by the person f'inanciafly responsible for the land disturbing activity of his/her attorney
in fact." The undersigned states That he/she is either acting on beha!fofthe owner and accepts financial
responsibilztyfor the Ianddisiuthing activity or is olherwise acccptingfinancial responsthiluyfor the land
disturbing ac tivily.
dorJA-PatiNel
Name:
41144.0er
CompanyfBusiness (ifapplicable): _ _ lA� 1 t-6J 001CP-060 tree
Mailing Address:
Phone:____ 67/6
Signature:
f21
Latif•Pe— 1,U e.C:r MO (,0
-,_
Wow.- it%q...
Email: flA $4 IN( (II tt cm I) a CEP)maAni
5
Date:
e2v

• PINE
0 OAK
0 POPLAR
MAPLE
LOCUST
0 HICKORY
LEGEND TO SYMBOLS
C - EXISTING IRON ROD
O - IRO! ROD SET
- WATER MEIER
C - LIGHT ROE
W- ELECTRIC TRANSFORMER
2 - TELEPHONE RISER
- TELEPHONE RISER
SCALE OF DRAWING IS 1 INCH = 20 FEET
20" MAPLE
1."POPLAR
8" MAPLE
AMELIA L. HARP &
THOMAS E. HAUSLE
D.B. 1052 Pg. 386
NO NODS HORIZONTAL OONIROL MONUMENTS
HERE FOUND 1WIHN 2000' OF THS PROPERTY
6" LOCUST
J),
MANISH SHARMA
D.B. 1024 Pg. 001
6" PINE*
28" s AK .4'
Nam'
L
/
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ANail
A'
8" MAPLE
THE WATERS
OF LAKE LURE
TOTAL AREA
24212.977 S.F.
0.556 Ac.
VICINITY MAP NTS
VVrr
A clefY Mot Mb plot b rl on nbthg p aYI
nos ono nrbfhhpp bob oboe rrof wets o
street or change as edslhg street.
Douglas A Caber, PLS
4 Douglas A Garber, eerily that this plot ems loom by me bum
on volute field y moot, under y direct supervision; thot ths
ifirgaNdafiel shown re from the record hfrm.Hm noted hereon;
Mot Me astud ratio of prec/slon exceeds 1:14004 rld Mot fhb
y As of on E.S7TM0 PARCEL. of LAA0 and that this plot con-
R»ns with MG Cen. Stilt. 47-30 os amsnde0
NIMn0 my rtgho' syrotur4 es0/ end roglstrotbn mmMr Mb
the 5th day of March, 2021.
Douglas A Saar, PLS
11. 111„ ,
'S\'�N CARE '
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y SEAL
L-3823
DOUGLAS A. GARBER, PLS
NORTH CAROUNA PROFESSIONAL LAND SURVEYOR L-3823
406 TALLEY ROAD
HENDERSONVILLE, NORTH CAROLINA 28739
Phone: [phone]
Job/ G21001
Date: 01\0e-27\2021 Deg./ 021001-T
CURRENT OWNER
ANTHONY PAUL & KRISTIN MARIE
STEFFEL
A BOUNDARY, TOPOGRAPHIC & IMPROVEMENT\TREE LOCATION SURVEY
OF PROPERTY DESCRIBED IN D.8. 2043 Pg. 881 AS LOT 21 OF
BLUE HERON POINT SUBDMSION RECORDED IN PLAT 800K 27 PAGE 189
OF THE RUTHERFORD COUNTY REGISTRY PARCEL/ 1640787
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY
NORTH CAROLINA

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KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET1 SCALE - 1/4" = 1'-0"
LAKESIDE
ELEVATION
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
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KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET2 SCALE - 1/4" = 1'-0"
SOUTH SIDE
ELEVATION
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
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1'-0"
BOATLIFT SUPPORT POSTS.
FINAL LOCATION TO BE DETERMINED
BY CONTRACTOR.
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET3 SCALE - 1/4" = 1'-0"
PLAN VIEW
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
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19856
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KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
6'-2"5'-10"
24'-0"
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OPTIONAL FRAMING
FOR V-HULL
6'-2"5'-10"
9'
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9'
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INSTALL TRIPLE JOISTS AND
TRIPLE FLUSH BEAM AT
LOCATIONS SHOWN HERE
DOUBLE 2X10 DROP GIRDERS INSTALLED
ON EACH SIDE OF POSTS AND BOLTED
USING 2 5/8" THROUGH BOLTS.
CONNECT EVERY OTHER JOIST TO
GIRDER USING SIMPSON STRONG TIE
H2.5T HURRICANE CLIPS OR EQUAL.
DOUBLE 2X10 PERIMETER BAND
BOATLIFT SUPPORT POSTS.
FINAL LOCATION TO BE DETERMINED
BY CONTRACTOR.
DOUBLE 2X10 JOISTS BENEATH
FUTURE EXTERIOR WALL
END GIRDER MAY BE SINGLE 2X10'S
INSTALLED ON BOTH SIDES OF POSTS
OR DOUBLE 2X10 INSTALLED ON ONE
SIDE OF POSTS.
CROSS BRACING REQUIRED
BETWEEN SUBMERGED POSTS
INDICATED BY THIS SYMBOL
ALL POSTS SHOWN BLACK ARE
SUBMERGED DOCK SUPPORTS
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET4 SCALE - 1/4" = 1'-0"
DOCK FRAMING
PLAN
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
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19856
OR
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KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
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APPROXIMATE SHORELINE
AT FULL POND ELEV. 990'
15'

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15'

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RIP RAP INSTALLED ON NON-WOVEN
NEEDLE PUNCHED GEO-TEXTILE FABRIC
FROM LAKE BOTTOM TO ELEVATION 992'
AT A NOMINAL 2 TO 1 SLOPE.
RIP RAP ABOVE ELEV. 990 SHOWN HERE
30'

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DIMENSIONS SHOWN HERE ARE FOR REFERENCE.
CONTRACTOR TO ENSURE THAT ALL LAKE
STRUCTURES ORDINANCES ARE MET
27
'
-
0
"
30'-0"
PROPERTY LINE
LENGTH AT
SHORELINE ≈ 104'-7"
25
'
-
0
"
ROOF OF FUTURE ENCLOSED
BOATHOUSE SHOWN DASHED
20
'
-
0
"
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET5 SCALE - 1/16"=1'-0"
PROPOSED
PROPERTY PLAT
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
R
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19856
OR
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F S
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OI
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A
KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
SUBMERGED SUPPORT POSTS ARE SHOWN IN THEIR NOMINAL LOCATIONS. SITE CONDITIONS MAY
DICTATE THAT POSTS CANNOT BE INSTALLED AS SHOWN. AS SUCH, DOCK GIRDER SPANS ARE NOT
TO EXCEED 8'-0" AND GIRDERS 5' AND LONGER MAY CANTILEVER UP TO 1'-0". JOIST SPANS MAY NOT
EXCEED 10'-0" AND MAY CANTILEVER UP TO 1'-6" FOR JOIST LENGTHS 5' AND LONGER..
CONSTRUCTION NOTES:
SUBMERGED DECK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW,
TAPERED ON THE SUBMERGED END AND DRIVEN UNTIL REFUSAL WITH A TWO MAN, 75#
MANUAL PILE DRIVER, OR EQUAL AS APPROVED BY ENGINEER. POSTS SHALL BE DRIVEN A
MINIMUM OF 4'-0" INTO LAKE BOTTOM FOR POST LENGTH GREATER THAN OR EQUAL TO
12'-0" OR 33% OF THE OVERALL LENGTH OF THE POST FOR LENGTHS LESS THAN 12'-0", BUT
NO LESS THAN 3'. ALL PERIMETER POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
ALL DOCK FRAMING IS TO BE PRESSURE TREATED, AND ALL BOLTED CONNECTIONS ARE TO BE
MADE WITH 5/8" HOT DIPPED GALVANIZED THROUGH/CARRAIGE BOLTS.
USE SIMPSON STRONG TIE HURRICANE CLIPS (MODEL H2.5T) OR EQUAL PROVIDING MINIMUM 400LBS
UPLIFT RESISTANCE AT EVERY OTHER JOIST TO GIRDER CONNECTION.
A)
B)
C)
D)
WHERE APPLICABLE, DECK SURFACE TO BE DETERMINED BY OWNER. DECKING MUST BE SECURED
USING SCREWS RECOMMENDED BY THE MANUFACTURER.
E)
2X6 CROSS BRACING LOCATED AS SHOWN IN FRAMING PLAN VIEW, IS TO BE ATTACHED TO 6X6
POSTS AT ELEV 990' AND AT LAKE BOTTOM W/ 3 5/8" FASTENMASTER LEDGERLOK SCREWS 2
PER BOARD END, AS SHOWN IN TYPICAL SECTION.
F)
1)
2)DRY LAKE BED 6X6 DOCK POST INSTALLATION:
EXCAVATE 18" MIN. DIAMETER HOLE 3'-2" DEEP. INSTALL 8" OF QUIKRETE ® 5000 CONCRETE MIX
(NO. 1007) IN BOTTOM OF EXCAVATION. ALLOW CONCRETE TO HARDEN THEN SET POSTS. FILL
HOLE WITH READY MIX CONCRETE OR QUIKRETE CONCRETE MIX (NO. 1101). ALL PERIMETER
POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
FLOOD ZONE NOTE:
THE PROPOSED PIER CONSTRUCTION DETAILED ON THESE DRAWINGS IS A FUNCTIONALLY
DEPENDENT STRUCTURE THAT, WHEN CONSTRUCTED, WILL NOT INCREASE THE LAKE
LURE BASE FLOOD ELEVATION DUE TO THE TOWN OF LAKE LURE'S ABILITY TO CONTROL
THE LEVEL OF THE WATER DURING A FLOOD EVENT.
SUBMERGED DOCK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW, TAPERED ON THE
SUBMERGED END AND INSTALLED INTO LAKE BED USING PRESSURIZED WATER TO DISPLACE THE SOIL
BENEATH THE POSTS, COMBINED WITH A PILE DRIVER. POSTS SHALL BE INSTALLED A MINIMUM OF
4'-0" INTO LAKE BOTTOM FOR POST LENGTH GREATER THAN OR EQUAL TO 12'-0" OR 33% OF THE
OVERALL LENGTH OF THE POST FOR LENGTHS LESS THAN 12'-0", BUT NO LESS THAN 3'. ALL
PERIMETER POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
ALTERNATE POST INSTALLATION METHODS:
R
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SEAL
19856
OR
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F S
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OI
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N
IL
A
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET6 SCALE - N/A
NOTES
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
LA
K
E

L
U
R
E

E
L
E
V
.

9
9
0
'
15'-0" MAX
2'-0"8'-1 1/2"
FU
T
U
R
E

E
N
C
L
O
S
E
D

B
O
A
T
H
O
U
S
E

S
H
O
W
N

G
R
E
Y
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET1 SCALE - 1/4" = 1'-0"
LAKESIDE
ELEVATION
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
LA
K
E
S
I
D
E

E
L
E
V
A
T
I
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SC
A
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-

1
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4
"
=
1
'
-
0
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RPKI
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GW
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8
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.

P
-
1
5
8
3
82
8
-
4
2
9
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2
4
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C
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LA
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9
9
0
'
2'-0"
FU
T
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N
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B
O
A
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N

G
R
E
Y
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET2 SCALE - 1/4" = 1'-0"
SOUTH SIDE
ELEVATION
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
SO
U
T
H
S
I
D
E

E
L
E
V
A
T
I
O
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SC
A
L
E

-

1
/
4
"
=
1
'
-
0
"
RPKI
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E
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EB.NM
GW
A N
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A
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19
8
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AL N IL
A
KI
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.

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,

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NC

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I
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E
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N
O
.

P
-
1
5
8
3
82
8
-
4
2
9
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2
4
6
6
W
A
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@
N
C
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V
.
C
O
M
6'-0"18'-0"
24'-0"
3'
-
6
"
8'
-
0
"
11
'
-
0
"
6'
-
6
"
11
'
-
6
"
11
'
-
0
"
6'
-
6
"
25
'
-
8
"
≈4'

-

5
'
9'
-
0
"
≈4'
-
8
"

F
I
E
L
D

V
E
R
I
F
Y
3'
-
4
"
6'-0"
4'-0"10'-0"4'-0"
18'-0"
29
'
-
0
"
1'-0"
1'
-
0
"
1'-0"
29
'
-
0
"
3/
0

X

4
/
6
3/
0

X

4
/
6
3/
0

X

4
/
6
3/
0

X

4
/
6
3/
0

X

6
/
8
OPT
I
O
N
A
L

F
R
A
M
I
N
G

F
O
R

V
-
H
U
L
L
1'-0"
BOATLIFT SUPPORT POSTS.
FINAL LOCATION TO BE DETERMINED
BY CONTRACTOR.
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET3 SCALE - 1/4" = 1'-0"
PLAN VIEW
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
R
P
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I
ON N
O
N
E RE
B.
N
M
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W A
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SEAL
19856
OR
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F S
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OI
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KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
6'-2"5'-10"
24'-0"
25
'
-
8
"
≈4'

-

5
'
9'
-
0
"
≈4'
-
8
"

F
I
E
L
D

V
E
R
I
F
Y
3'
-
4
"
6'-0"
4'-0"10'-0"4'-0"
18'-0"
OPTIONAL FRAMING
FOR V-HULL
6'-2"5'-10"
9'
-
9
"
9'
-
6
"
9'
-
9
"
29
'
-
0
"
INSTALL TRIPLE JOISTS AND
TRIPLE FLUSH BEAM AT
LOCATIONS SHOWN HERE
DOUBLE 2X10 DROP GIRDERS INSTALLED
ON EACH SIDE OF POSTS AND BOLTED
USING 2 5/8" THROUGH BOLTS.
CONNECT EVERY OTHER JOIST TO
GIRDER USING SIMPSON STRONG TIE
H2.5T HURRICANE CLIPS OR EQUAL.
DOUBLE 2X10 PERIMETER BAND
BOATLIFT SUPPORT POSTS.
FINAL LOCATION TO BE DETERMINED
BY CONTRACTOR.
DOUBLE 2X10 JOISTS BENEATH
FUTURE EXTERIOR WALL
END GIRDER MAY BE SINGLE 2X10'S
INSTALLED ON BOTH SIDES OF POSTS
OR DOUBLE 2X10 INSTALLED ON ONE
SIDE OF POSTS.
CROSS BRACING REQUIRED
BETWEEN SUBMERGED POSTS
INDICATED BY THIS SYMBOL
ALL POSTS SHOWN BLACK ARE
SUBMERGED DOCK SUPPORTS
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET4 SCALE - 1/4" = 1'-0"
DOCK FRAMING
PLAN
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
R
P
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I
ON N
O
N
E RE
B.
N
M
G
W A
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R
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E
SEAL
19856
OR
HT
F S
A
S
C
OI
R
E R
A
L
N
IL
A
KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
PR
O
P
E
R
T
Y

L
I
N
E
PR
O
P
E
R
T
Y

L
I
N
E

E
X
T
E
N
S
I
O
N
PR
O
P
E
R
T
Y

L
I
N
E
PR
O
P
E
R
T
Y

L
I
N
E

E
X
T
E
N
S
I
O
N
APPROXIMATE SHORELINE
AT FULL POND ELEV. 990'
15'

S
I
D
E

S
E
T
B
A
C
K
15'

S
I
D
E

S
E
T
B
A
C
K
RIP RAP INSTALLED ON NON-WOVEN
NEEDLE PUNCHED GEO-TEXTILE FABRIC
FROM LAKE BOTTOM TO ELEVATION 992'
AT A NOMINAL 2 TO 1 SLOPE.
RIP RAP ABOVE ELEV. 990 SHOWN HERE
30'

C
O
N
S
T
R
U
C
T
I
O
N

L
I
M
I
T
DIMENSIONS SHOWN HERE ARE FOR REFERENCE.
CONTRACTOR TO ENSURE THAT ALL LAKE
STRUCTURES ORDINANCES ARE MET
27
'
-
0
"
30'-0"
PROPERTY LINE
LENGTH AT
SHORELINE ≈ 104'-7"
25
'
-
0
"
ROOF OF FUTURE ENCLOSED
BOATHOUSE SHOWN DASHED
20
'
-
0
"
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET5 SCALE - 1/16"=1'-0"
PROPOSED
PROPERTY PLAT
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
R
P
K
I
ON N
O
N
E RE
B.
N
M
G
W A
NI
R
E
E
SEAL
19856
OR
HT
F S
A
S
C
OI
R
E R
A
L
N
IL
A
KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]
SUBMERGED SUPPORT POSTS ARE SHOWN IN THEIR NOMINAL LOCATIONS. SITE CONDITIONS MAY
DICTATE THAT POSTS CANNOT BE INSTALLED AS SHOWN. AS SUCH, DOCK GIRDER SPANS ARE NOT
TO EXCEED 8'-0" AND GIRDERS 5' AND LONGER MAY CANTILEVER UP TO 1'-0". JOIST SPANS MAY NOT
EXCEED 10'-0" AND MAY CANTILEVER UP TO 1'-6" FOR JOIST LENGTHS 5' AND LONGER..
CONSTRUCTION NOTES:
SUBMERGED DECK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW,
TAPERED ON THE SUBMERGED END AND DRIVEN UNTIL REFUSAL WITH A TWO MAN, 75#
MANUAL PILE DRIVER, OR EQUAL AS APPROVED BY ENGINEER. POSTS SHALL BE DRIVEN A
MINIMUM OF 4'-0" INTO LAKE BOTTOM FOR POST LENGTH GREATER THAN OR EQUAL TO
12'-0" OR 33% OF THE OVERALL LENGTH OF THE POST FOR LENGTHS LESS THAN 12'-0", BUT
NO LESS THAN 3'. ALL PERIMETER POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
ALL DOCK FRAMING IS TO BE PRESSURE TREATED, AND ALL BOLTED CONNECTIONS ARE TO BE
MADE WITH 5/8" HOT DIPPED GALVANIZED THROUGH/CARRAIGE BOLTS.
USE SIMPSON STRONG TIE HURRICANE CLIPS (MODEL H2.5T) OR EQUAL PROVIDING MINIMUM 400LBS
UPLIFT RESISTANCE AT EVERY OTHER JOIST TO GIRDER CONNECTION.
A)
B)
C)
D)
WHERE APPLICABLE, DECK SURFACE TO BE DETERMINED BY OWNER. DECKING MUST BE SECURED
USING SCREWS RECOMMENDED BY THE MANUFACTURER.
E)
2X6 CROSS BRACING LOCATED AS SHOWN IN FRAMING PLAN VIEW, IS TO BE ATTACHED TO 6X6
POSTS AT ELEV 990' AND AT LAKE BOTTOM W/ 3 5/8" FASTENMASTER LEDGERLOK SCREWS 2
PER BOARD END, AS SHOWN IN TYPICAL SECTION.
F)
1)
2)DRY LAKE BED 6X6 DOCK POST INSTALLATION:
EXCAVATE 18" MIN. DIAMETER HOLE 3'-2" DEEP. INSTALL 8" OF QUIKRETE ® 5000 CONCRETE MIX
(NO. 1007) IN BOTTOM OF EXCAVATION. ALLOW CONCRETE TO HARDEN THEN SET POSTS. FILL
HOLE WITH READY MIX CONCRETE OR QUIKRETE CONCRETE MIX (NO. 1101). ALL PERIMETER
POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
FLOOD ZONE NOTE:
THE PROPOSED PIER CONSTRUCTION DETAILED ON THESE DRAWINGS IS A FUNCTIONALLY
DEPENDENT STRUCTURE THAT, WHEN CONSTRUCTED, WILL NOT INCREASE THE LAKE
LURE BASE FLOOD ELEVATION DUE TO THE TOWN OF LAKE LURE'S ABILITY TO CONTROL
THE LEVEL OF THE WATER DURING A FLOOD EVENT.
SUBMERGED DOCK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW, TAPERED ON THE
SUBMERGED END AND INSTALLED INTO LAKE BED USING PRESSURIZED WATER TO DISPLACE THE SOIL
BENEATH THE POSTS, COMBINED WITH A PILE DRIVER. POSTS SHALL BE INSTALLED A MINIMUM OF
4'-0" INTO LAKE BOTTOM FOR POST LENGTH GREATER THAN OR EQUAL TO 12'-0" OR 33% OF THE
OVERALL LENGTH OF THE POST FOR LENGTHS LESS THAN 12'-0", BUT NO LESS THAN 3'. ALL
PERIMETER POSTS TO BE PLUMB AND TRUE, +/- 1/4" PER FT.
ALTERNATE POST INSTALLATION METHODS:
R
P
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ON N
O
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B.
N
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W A
NI
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SEAL
19856
OR
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F S
A
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KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856
ENGINEERED BYDOCK PLAN WITH FUTURE BOATHOUSESHEET6 SCALE - N/A
NOTES
320 HOLMSTEAD DR., LAKE LURE NC 28746
MARATHON BUILDERS - STEFFEL
DATE 4-08-22
REV
REV
REV
REV FILE-MARATHON-STEFFEL DOCK1
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR
THIS STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN,
DESCRIBED, OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAS BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
KIM B. WARNER, P.E. PLLC
NC LICENSE NO. P-1583
828-429-2466 [e-mail]