20220674 Ver 1_ePCN Application_20220513

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
5/13/2022
BIMS # Assigned* Version#*
20220674 1
Is a payment required for this project?*
® No payment required
0 Fee received
O Fee needed - send electronic notification
Select Project Reviewer*
Doug Perez:eads\djperez
Information for Initial Review
Reviewing Office*
Mooresville Regional Office - [phone]
la. Name of project:
COURTESY COPY Legacy Ridge
la. Who is the Primary Contact?*
Matthew Grant
lb. Primary Contact Email:*
[e-mail]
Date Submitted
5/13/2022
Nearest Body of Water
Catawba River
Basin
Catawba
Water Classification
WS-IV, B;CA
Site Coordinates
Latitude:
35.702912
A. Processing Information
Longitude:
-81.080840
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Catawba
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0 Yes ® No

la. Type(s) of approval sought from the Corps:
21 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
O 401 Water Quality Certification - Regular
O Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
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:
If. Is this an after -the -fact permit application?*
O Yes O No
O 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
OYes 0No
OYes 0No
Id. Who is applying for the permit?
O Owner El Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
0 Yes ® No
2. Owner Information
2a. Name(s) on recorded deed:
VR Farms, LLC
2b. Deed book and page no.:
3645-311
2c. Contact Person:
Ray Short
2d. Address
Street Address
7271 Long Island Rd
Address Line 2
City
Catawba
Postal / Zip Code
28609
State / Province / Region
NC
Country
USA

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Matthew Grant
3b. Business Name:
Jordan Grant & Associates, PLLC
3c. Address
Street Address
2351 Simonton Rd
Address Line 2
City
Statesville
Postal / Zip Code
28625
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
Legacy Ridge
lc. Nearest municipality / town:
Catawba
2. Project Identification
2a. Property Identification Number:
3781-1026-7296
2c. Project Address
Street Address
5268 Hudson Chapel Rd
Address Line 2
City
Catawba
Postal / Zip Code
28609
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Catawba River
3b. Water Resources Classification of nearest receiving water: *
WS-IV, B;CA
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501011105
4. Project Description and History
2b. Property size:
55.375
State / Province / Region
NC
Country
USA
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: *
Site was formerly farm land. Site is to be developed into a single family home residential subdivision. the surrounding area is mostly residential.

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes O No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.420
4g. List the total estimated linear feet of all existing streams on the property:
2662
4h. Explain the purpose of the proposed project: *
Purpose of this project is to provide additional homes for the Town of Catawba. To make the traffic flow smoothly, a connection to Hwy 10 is proposed which would require crossing the
creek running parallel to Hwy 10.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
This project will include the development of roadways, utilities, stormwater management, and building pads. To manage traffic, we are proposing a connection to Hwy 10, which requires a
creek crossing. The impact on the creek is a proposed 200 linear feet using a double box culvert with Headwalls.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
O Yes O No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary O Approved 0 Not Verified OO Unknown 0 N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes O No
J Unknown
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):
O Wetlands O Streams -tributaries
O Open Waters O Pond Construction
3. Stream Impacts
O Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Road Crossing
Permanent
Culvert
Unknown
Perennial
Both
7
Average (feet)
122
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
122
3i. Total stream and ditch impacts:
122
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
0

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
installation of box culverts with headwalls to minimize stream disturbance.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
use of silt fence and diversion ditches to contain construction during installation of culvert and 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?
Yes • No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
the project will disturb a total area of 854 sq ft of stream bed
F. Stormwater Management and Diffuse Flow Plan (required by DWR) C
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
0• Yes No
What type of SCM are you providing?
O Level Spreader
O Vegetated Conveyance (lower SHWT)
O Wetland Swale (higher SHWT)
O Other SCM that removes minimum 30% nitrogen
O Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
OYes 0No
Comments:
project will have 5 wet ponds to capture and treat all runoff
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • 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)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
this project is one phase and not future development is expected
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0 Yes 0 No ® 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?*
O Yes O No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
0 Yes O No

5d. Is another Federal agency involved?*
0 Yes
O No 0 Unknown
5e. Is this a DOT project located within Division's 1-8?
0Yes ®No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
OYes 0No
5g. Does this project involve bridge maintenance or removal?
0 Yes ® No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes 0 No
5i. 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.?
0Yes ®No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
unknown
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
G Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
unknown
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? *
Yes Ci No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
unknown
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
O Yes C No
8b. If yes, explain how project meets FEMA requirements:
the culvert is designed to not raise the base flood elevation
8c. What source(s) did you use to make the floodplain determination?*
fema maps and field survey
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Hudson Chapel Road Delineation Map 122821.pdf 1.76MB
2022-0426 Legacy Ridge REV7-signed.pdf 50.19MB
File must be PDF or KMZ
Comments
Signature
Li By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• 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.
• 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:
Matthew Grant

Signature
r,,,,..‘v,._
Date
5/13/2022

n
PERENNIAL STREAM B
-Loc C/L & Width
WETLAND I
-11-6,-I1&I6/B STR
( CULVERT
WETLAND J
-J1-8, -J1&J8 DNC
OPEN WATER POND KK
-Loc Waters Edge
WETLAND K
-K1-40, -K40/K1
200 400
feet
WETLAND G
-G1-8,-G1&G8/B STR
WETLAND H
-H1-10,-H1&H10/B STR
WETLAND F
-F1-6
-F1&F6/A STR
PERENNIAL STREAM A
-Al Loc C/L & Width Onsite
PROPERTY BOUNDARY
STUDY LIMITS
76.22+/- AC
WETLAND E
-E1-12,-E1&E12/A STR
WETLAND D
-D1-6,-D1&D6/A STR
1
WETLAND C
-C1 Loc C/L &
Width to A STR
i `Li1 d�l�" ' �t`(b -ems.-
Est ERE, Hai mSi�c penStieeYMap co:'tributni
Prepared for:
Wetlands and Environmental Planning G
Leonard S. Rindner, PLLC.
[e-mail]
[phone]
www.wetlands-epg.com
HUDSON CHAPEL ROAD
Catawba Co., NC
DELINEATION MAP
For study purposes only - Subject to USACE/NCDEQ Verification
Drawn By:
NRN
Reviewed By:
FIGURE
12/28/21

CATAW
OWNER
VR FARMS, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
704-51 6-2344
[e-mail]
SHEET INDEX
PAGE #
DESCRIPTION
C000
COVER SHEET
C300
OVERALL GRADING & DRAINAGE PLAN
C001
EXISTING CONDITIONS
C301
ENLARGED GRADING & DRAINAGE PLAN
C002
EXISTING CONDITIONS
C302
ENLARGED GRADING & DRAINAGE PLAN
C003
EXISTING CONDITIONS BOUNDARY & ADJOINER INFO
C303
ENLARGED GRADING & DRAINAGE PLAN
C200
PRELIMINARY SUBDIVISION PLAN
C304
ENLARGED GRADING & DRAINAGE PLAN
C201
ENLARGED SITE PLAN
C305
ENLARGED GRADING & DRAINAGE PLAN
C202
ENLARGED SITE PLAN
C306
GRADING & DRAINAGE DETAILS
C203
ENLARGED SITE PLAN
C307
GRADING & DRAINAGE DETAILS
C204
ENLARGED SITE PLAN
C308
GRADING & DRAINAGE DETAILS
C205
ENLARGED SITE PLAN
C309
GRADING & DRAINAGE DETAILS
C206
SITE DETAILS
C310
GRADING & DRAINAGE DETAILS
C207
SITE DETAILS
C311
STORM SEWER PROFILES
C207A
SITE DETAILS
C312
STORM SEWER PROFILES
C207B
SITE DETAILS
C313
STORM SEWER PROFILES
C208
ENLARGED ROADWAY PLAN
C314
STORM SEWER PROFILES
C209
ENLARGED ROADWAY PLAN
C315
STORM SEWER PROFILES
C210
ENLARGED ROADWAY PLAN
C316
STORM SEWER PROFILES
C211
ENLARGED ROADWAY PLAN
C317
STORM SEWER PROFILES
C212
ENLARGED ROADWAY PLAN
C501
EROSION CONTROL PLAN - PHASE I
C213
ENLARGED ROADWAY PLAN
C502
EROSION CONTROL PLAN - PHASE II
C214
ENLARGED ROADWAY PLAN
C503
EROSION CONTROL PLAN - PHASE III
C215
ENLARGED ROADWAY PLAN
C504
EROSION CONTROL DETAILS
C216
ROADWAY IMPROVEMENT PLAN - NC HIGHWAY 10
C505
EROSION CONTROL DETAILS
C217
ROADWAY IMPROVEMENT PLAN - NC HIGHWAY 10
C219
CROSS SECTIONS - NC HIGHWAY 10
C220
CROSS SECTIONS - NC HIGHWAY 10
C221
CROSS SECTIONS - NC HIGHWAY 10
C222
CROSS SECTIONS - NC HIGHWAY 10
REVISION BLOCK
7
6
5
4
3
2
1
NO.
4/26/22
4/4/22
3/25/22
3/8/22
2/25/22
1/12/22
12/22/21
DATE
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
BY
BY
BY
BY
BY
BY
BY
BY
PROJ. NO:20210217
0011111111i/
,�oFESS/(
N9! �9
SEAL =
33292
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04/27/2022
ACY R
5262
-3Hy
UDSON
_- CA!OTI
SITE DATA
5198 & 5262 HUDSON CHAPEL RD, CATAWBA, NC 28609
PIN(S): 3781 —0915-8581 & 3781 —1026-7296
DEED REF(S): D.B. 3645 — PG. 311
CATAWBA TWSP — CATAWBA COUNTY — NORTH CAROLINA
V C \ TY V
AP
A
NA,
HUDSON CHAPEL RD.
\OT TO SCALE
JORDAN
.1, GRANT
ENGINEERING • SURVEYING • PLANNING
JORDAN GRANT & ASSOCIATES, PLLC
2351 SIMONTON RD, STATESVILLE, NC 28625
[e-mail]
704-928-7919
FIRM # P-1227
H
1
1
L
D.
609
DEVELOPER
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
704-516-2344

SITE DATA:
1. TRACT 1
PIN(S): 3781-0915-8581
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 21.518 ACRES
TRACT 2
PIN(S): 3781-1026-7296
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 55.375 ACRES
2. THE SURVEYED PROPERTY LIES WITHIN A FLOOD HAZARD AREA AS DETERMINED BY
FLOOD MAP(S) 3710378100K, EFFECTIVE DATE MARCH 18, 2008.
3. THE PROPERTY IS SUBJECT TO ANY EASEMENTS OR RIGHT OF WAYS WHICH MAY EXIST
ACROSS SAID PROPERTY.
4. THE SURVEYED PROPERTY DOES NOT LIE WITHIN THE U.S. DEPARTMENTS OF
INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES.
5. PROPERTY LIES WITHIN THE CATAWBA RIVER/LAKE NORMAN WS-IV PROTECTED AREA
WATERSHED OVERLAY
6. BOUNDARY SURVEY PERFORMED BY JORDAN GRANT & ASSOCIATES, PLLC.
7. TOPOGRAPHIC SURVEY WAS OBTAINED FROM WITHERS RAVENEL ON NOVEMBER 15TH, 2021.
8. CURRENT PROPERTY ZONING: R-1 (TOWN OF CATAWBA).
r" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
IRS
IRON REBAR SET
CM
CONCRETE MONUMENT
CP
COMPUTED POINT
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
FH
FIRE HYDRANT
CBU
CLUSTER MAILBOX UNIT
STE
SIGHT TRIANGLE EASEMENT
BFE
BASE FLOOD ELEVATION
BMP
BEST MANAGEMENT PRACTICES
O
COMPUTED POINT
0
PROPOSED MANHOLE
4_
PROPOSED FIRE HYDRANT
1
WATERLINE
WWW
/
1
/
/
r--
1
1
/
1
I
/
/
I
I
/
/
/
/
/
/
/
/ 8
8
/
/
jz"\'
T
/
APPROX. LOCATION
OF EXISTING POND
APPROX. LOCATION
OF EXISTING POND
EIP
0
EIP
EIR
O
IRS
IRS
Lo
co
(30.50')
EIR
98v L97 - L96
Lys/
L95 --
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EIR
EIR
EIR
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CM _ EIR
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L84
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IRS
VICINITY MAP
W
N
J
E
/-
7TH AVE. SE
HUDSON CHAPEL RD.
NOT TO SCALE
NAD83 - 2011
•
-- /
0
GRAPHIC SCALE
1" = 150'
150
300
450
04/27/2022
Z
<1-
-0cs<
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
EXISTING CONDITIONS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
DESCRIPTION
d
z
Sheet No:
c001

SITE DATA:
1. TRACT 1
PIN(S): 3781-0915-8581
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 21.518 ACRES
TRACT 2
PIN(S): 3781-1026-7296
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 55.375 ACRES
2. THE SURVEYED PROPERTY LIES WITHIN A FLOOD HAZARD AREA AS DETERMINED BY
FLOOD MAP(S) 3710378100K, EFFECTIVE DATE MARCH 18, 2008.
3. THE PROPERTY IS SUBJECT TO ANY EASEMENTS OR RIGHT OF WAYS WHICH MAY EXIST
ACROSS SAID PROPERTY.
4. THE SURVEYED PROPERTY DOES NOT LIE WITHIN THE U.S. DEPARTMENTS OF
INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES.
5. PROPERTY LIES WITHIN THE CATAWBA RIVER/LAKE NORMAN WS-IV PROTECTED AREA
WATERSHED OVERLAY
6. BOUNDARY SURVEY PERFORMED BY JORDAN GRANT & ASSOCIATES, PLLC.
7. TOPOGRAPHIC SURVEY WAS OBTAINED FROM WITHERS RAVENEL ON NOVEMBER 15TH, 2021.
8. CURRENT PROPERTY ZONING: R-1 (TOWN OF CATAWBA).
r" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
IRS
IRON REBAR SET
CM
CONCRETE MONUMENT
CP
COMPUTED POINT
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
FH
FIRE HYDRANT
CBU
CLUSTER MAILBOX UNIT
STE
SIGHT TRIANGLE EASEMENT
BFE
BASE FLOOD ELEVATION
BMP
BEST MANAGEMENT PRACTICES
O
COMPUTED POINT
0
PROPOSED MANHOLE
4_
PROPOSED FIRE HYDRANT
1
WATERLINE
WWW
/
/
/
1
/
I
/
1
I
/
/ 8
8
/
/
n
APPROX. LOCATION
OF EXISTING POND
APPROX. LOCATION
OF EXISTING POND
1/1
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VICINITY MAP
7TH AVE. SE
HUDSON CHAPEL RD.
•
•
•
•
•
•
•
NOT TO SCALE
0
GRAPHIC SCALE
150
300
NAD83 - 2011
450
MN
MN
04/27/2022
<1-
0Z
cs<
-30
4,9
ENGINEERING • SURVEYING • PLANNING
06
Ln
ce
cb
FIRM # P-1227
PROD. NO: 20210217
L.9
>—
L.9
EXISTING CONDITIONS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
DESCRIPTION
Sheet No:
C002

LINE
BEARING
DISTANCE
L1
S36°29'21"E
17.10'
L2
S 19° 46' 26" W
22.58'
L3
S 48° 03' 41" W
16.25'
L4
S 01 ° 38' 05" W
5.08'
L5
S 81 ° 25' 44" E
15.98'
L6
S73°07'41"E
6.61'
L7
S 36° 09' 32" W
19.38'
L8
S 07° 18' 32" E
75.00'
L9
S 42° 16' 26" W
6.32'
L10
S16°05'10"E
10.77'
L11
S 75° 15' 35" E
14.61'
L12
S16°39'19"W
21.02'
L13
S 69° 49' 35" E
39.28'
L14
S 45° 28' 08" W
70.11'
L15
S 09° 31' 49" E
25.34'
L16
S 61 ° 10' 28" E
22.15'
L17
S 54° 28' 40" W
44.16'
L18
S 01 ° 07' 22" E
35.94'
L19
S 80° 03' 37" E
51.21'
L20
S 50° 53' 05" W
59.60'
L21
S 12° 03' 39" E
29.59'
L22
S 48° 37' 51" E
13.84'
L23
S 22° 28' 14" E
22.50'
L24
S 14° 24' 12" E
33.80'
L25
S 05° 46' 55" E
94.87'
L26
S 63° 00' 19" E
42.64'
L27
S 32° 09' 08" E
19.41'
L28
S 84° 17' 48" E
24.87'
L29
S21°13'31"E
19.70'
L30
S 63° 25' 49" E
12.39'
L31
S 35° 06' 41" W
38.42'
L32
N 88° 13' 14" E
53.42'
L33
S 04° 36' 35" W
39.18'
L34
S 83° 34' 51" W
25.00'
L35
S 39° 51' 27" E
14.22'
L36
S 87° 35' 11" E
18.99'
L37
S 06° 20' 38" W
43.82'
L38
N 76° 42' 59" E
175.53'
L39
S 44° 16' 24" E
104.72'
L40
S 78° 49' 23" W
240.46'
L41
S 04° 23' 24" E
10.93'
L42
S 33° 59' 10" E
18.65'
L43
N 73° 11' 12" W
27.73'
L44
S 25° 17' 50" W
27.43'
L45
S 27° 43' 07" E
70.16'
L46
N 87° 54' 26" W
15.58'
L47
S 38° 23' 20" W
23.22'
L48
S 16° 16' 09" W
20.40'
L49
S 59° 47' 25" W
10.80'
L50
N 47° 33' 08" W
12.43'
L51
S 83° 01' 56" W
9.63'
L52
S12°27'07"W
12.05'
L53
S 67° 39' 48" E
18.13'
L54
S 08° 47' 30" E
27.54'
L55
N 64° 42' 11" W
35.82'
L56
S 14° 13' 40" W
72.75'
L57
S44°20'51"W
11.63'
L58
S 10° 41' 05" E
13.81'
L59
N 63° 10' 03" W
16.55'
L60
S 75° 52' 42" W
21.55'
L61
S 28° 34' 41" W
38.49'
L62
N 64° 58' 58" W
9.22'
L63
S 14° 42' 26" E
20.65'
L64
S 28° 58' 23" W
14.62'
L65
N 66° 45' 00" W
29.54'
L66
S 02° 22' 07" E
40.73'
L67
S 52° 11' 22" E
10.12'
L68
S 15° 20' 18" W
30.22'
L69
N 75° 58' 05" W
33.22'
L70
S 00° 58' 13" W
56.62'
L71
S 47° 54' 34" E
27.44'
L72
S 21 ° 44' 25" E
43.43'
L73
S52°09'34"E
13.21'
L74
S 34° 14' 44" W
48.06'
L75
S 34° 36' 29" W
80.41'
L76
S 05° 33' 08" E
31.92'
L77
S 28° 12' 22" W
28.12'
L78
S 52° 57' 16" E
12.69'
L79
S 03° 41' 22" W
38.50'
L80
S 25° 42' 37" W
16.43'
L81
N 81 ° 49' 16" W
227.97'
L82
S 02° 02' 34" W
385.89'
L83
N 87° 55' 36" W
168.17'
L84
N 87° 24' 54" W
306.99'
L85
N 87° 24' 59" W
74.83'
L86
N 87° 27' 35" W
75.02'
L87
S 01 ° 15' 38" W
189.52'
L88
S 22° 46' 33" E
25.25'
L89
S 05° 59' 11" E
32.73'
L90
S 20° 04' 40" W
64.95'
L91
S 03° 39' 21" W
275.99'
L92
S 65° 24' 03" W
103.92'
L93
S 66° 25' 50" W
99.57'
L94
S71°12'40"W
91.91'
L95
S 77° 21' 16" W
72.78'
L96
S81°56'51"W
47.17'
L97
S 85° 18' 20" W
48.37'
L98
S 89° 07' 04" W
34.75'
L99
N 11 ° 14' 15" W
658.27'
L100
N 20° 44' 52" W
524.80'
L101
N 12° 44' 54" W
50.27'
L102
N 43° 06' 45" E
74.91'
L103
N 23° 51' 59" E
405.08'
L104
N 28° 47' 34" E
13.68'
L105
N 28° 47' 34" E
160.67'
L106
N 44° 34' 20" E
220.89'
L107
N54°35'34"E
91.74'
L108
S 54° 42' 12" E
124.60'
L109
N 02° 26' 20" E
683.57'
L110
N 02° 22' 44" E
181.29'
L111
N50°23'19"E
672.50'
L112
S 26° 40' 21" E
145.66'
L113
S 01° 59' 44" W
20.25'
L114
N 88° 00' 05" E
38.61'
L115
S11°00'09"W
37.70'
L116
S 01° 01' 02" W
354.32'
L117
S86°1734"E
88.24'
L118
S86°32'00"E
131.83'
L119
S 87° 18' 44" E
27.35'
L120
S 86° 12' 23" E
260.20'
ADJOINING PROPERTY INFO
PARCEL #
PIN
OWNER(S)
D.B. - PG.
P.B. - PG.
ZONED
P1
3781-0314-6842
GARY L. & ILENE FENTON
3498 - 444
TRACT 1 - P.B. 22 - PG. 198
R-A (TOWN OF CATAWBA)
P2
3781-0314-4836
GARY L. & ILENE FENTON
3498 - 444
TRACT 2 - P.B. 22 - PG. 198
R-A (TOWN OF CATAWBA)
P3
3781-0314-2849
ERIKA. MATTISON
3571 - 1300
TRACT 3 - P.B. 22 - PG. 198
R-A (TOWN OF CATAWBA)
P4
3781-0304-8776
ROBERT A. STANSELL SR.
3531 - 1668
-
R-A (TOWN OF CATAWBA)
P5
3781-0304-9909
WILLIAM & JACKIE GILLETT
3517 - 45
-
R-A (TOWN OF CATAWBA)
P6
3781-0905-9135
NICHOLAS P. MCCARTHY
3278 - 1995
PORTION OF LOT 3 - P.B. 40, PG. 26
R-A (TOWN OF CATAWBA)
P7
2781-0915-1389
EVA JOY LEONARD, LFI
2838 - 1333
PORTION OF LOT 3 - P.B. 40, PG. 26
R-A (TOWN OF CATAWBA)
P8
3781-0915-1525
JOHN P. &ARLENE M. WAGNER
1983 - 211
LOT 2 - P.B. 40, PG. 26
R-A (TOWN OF CATAWBA)
P9
3781-0915-0606
MARK K. HERBERT
3407 - 784
LOT 2 - P.B. 40, PG. 26
R-A (TOWN OF CATAWBA)
P10
3781-0915-0820
JAMES H. SAUNDERS JR.
3686 - 1967
-
R-A (TOWN OF CATAWBA)
P11
3781-0916-0030
JODY LEE ROBINSON
2638 - 152
-
R-A (TOWN OF CATAWBA)
P12
3781-0916-2224
OLEM M. SMITH JR. & ELLEN G. HOOTEN SMITH
3523 - 594
TRACT 4 & 5 - P.B. 42 - PG. 152
R-A (TOWN OF CATAWBA)
P13
3781-0916-4441
JOEHANN VON & JAIME GLASS CAMPBELL
3313 - 1600
R-A (TOWN OF CATAWBA)
P14
3781-0916-5458
JAMES M. & KIMBERLY D. ROBINETTE
3308 - 863
TRACT 10 - P.B. 42 - PG. 152
R-A (TOWN OF CATAWBA)
P15
3781-0916-7487
DONALD R. ROBINSON
2519 - 1337
TRACT 6 - P.B. 42 - PG. 152
R-A (TOWN OF CATAWBA)
P16
3781-0916-6648
FAYE E. RUFTY
2520 - 331
TRACT 8 & 9 - P.B. 42 - PG. 152
R-A (TOWN OF CATAWBA)
P17
3781-0916-8726
EDNA K. CARDWELL
3675 - 1060
-
R-A (TOWN OF CATAWBA)
P18
3781-0916-9950
GLEN J. & ANGELA S. PALMER
2849 - 1672
-
R-A (TOWN OF CATAWBA)
P19
3781-0927-0060
PHILIP S. KILLIAN
3303 - 1356
-
R-A (TOWN OF CATAWBA)
P20
3781-0927-1120
KENNETH R. & MACKENZIE BUSHEE
3513 - 1110
-
R-A (TOWN OF CATAWBA)
P21
3781-0926-1714
HERMAN PHILLIPS
3208 - 1725
TRACT 7 &ADJOINING LOT - P.B. 42 - PG. 152
R-A (TOWN OF CATAWBA)
P22
3781-0627-8551
KERMIT L. & JOSEPHINE E. KALE
748 - 528
BLOCK D - LOT 6 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P23
3781-1027-8353
CHAY LUKE RUSSELL
3497 - 1582
BLOCK C - LOT 1 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P24
3781-1027-8242
CHAY LUKE RUSSELL
3497 - 1582
BLOCK C - LOT 2 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P25
3781-1027-9272
MICHAEL W. & CYNTHIA D. MOSTELLER
2546 - 1037
BLOCK B - LOT 4 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P26
3781-1027-9377
MICHAEL W. & CYNTHIA D. MOSTELLER
2546 - 1035
BLOCK B - LOT 5 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P27
3781-0627-9544
KERMIT L. & JOSEPHINE E. KALE
1137 - 771
BLOCK D - LOT 5 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P28
3781-0637-0538
BILLY J. & CRYSTAL K. SHARPE
1944 - 774
BLOCK D - LOT 4 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P29
3781-1037-0473
MICHAEL W. & CYNTHIA D. MOSTELLER
2656 - 281
BLOCK B - LOT 1 - P.B. 16 - PG.111
R-1 (TOWN OF CATAWBA)
P30
3781-1037-0371
MICHAEL W. MOSTELLER
2017 - 1959
BLOCK B - LOT 2 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P31
3781-1037-0270
ROY S. HERNDON & SHEILA M. SIMS
2958 - 1367
BLOCK B - LOT 3 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P32
3781-1037-2138
CATAWBA RESCUE SQUAD INC
3224 - 1282
BLOCKA- LOT 4 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P33
3781-1037-2238
CATAWBA RESCUE SQUAD INC
3224 - 1282
BLOCKA- LOT 3 - P.B. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P34
3781-1037-2434
KATHY WESSON JOHNSON
1839 - 717
BLOCK A - LOTS 1 & 2 - P.G. 16 - PG. 111
R-1 (TOWN OF CATAWBA)
P35
3781-0637-1632
JOSEPH L. & CANDACE LITTON
3242 - 1095
BLOCK D - LOT 3 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P36
3781-0637-2646
CATAWBA RESCUE SQUAD INC
2683 - 1077
BLOCK D - LOT 2 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P37
3781-0637-3668
CATAWBA RESCUE SQUAD INC
1130 - 921
BLOCK D - LOT 1 - P.B. 16 - PG. 111
R-A (TOWN OF CATAWBA)
P38
3781-1037-3462
CATAWBA RESCUE SQUAD INC
3206 - 1033
-
R-1 (TOWN OF CATAWBA)
P39
3781-1037-3290
CATAWBA RESCUE SQUAD INC
2734 - 927
-
R-1 (TOWN OF CATAWBA)
P40
3781-1037-4000
ALICE JEAN LEWIS LLYOD
1530 - 787
-
R-1 (TOWN OF CATAWBA)
P41
3781-1036-4853
MAGGIE LEE LINEBERGER, LFI
2552-121
-
R-1 (TOWN OF CATAWBA)
P42
3781-1036-4765
CRYSTAL DENISE LINEBERGER
1865 - 925
-
R-1 (TOWN OF CATAWBA)
P43
3781-1036-4781
TERRY JOHN SMITH JR.
3444-1753
-
R-1 (TOWN OF CATAWBA)
P44
3781-1036-5614
LEWIS WOODS JR.
638 - 382
-
R-1 (TOWN OF CATAWBA)
P45
3781-1036-5576
STEPHEN RAY PEACE
3571 - 1845
-
R-1 (TOWN OF CATAWBA)
P46
3781-1036-6502
STEPHEN RAY PEACE
3624 - 479
-
R-1 (TOWN OF CATAWBA)
P47
3781-1036-6456
CHRISTOPHER SMITH
3539 - 4
-
R-1 (TOWN OF CATAWBA)
P48
3781-1036-6059
JOSE NOE ALONZO CARDOZA QUIJADA
3577 - 162
-
R-1 (TOWN OF CATAWBA)
P49
3781-1036-8048
ZION LODGE 25
863 - 101
-
R-1 (TOWN OF CATAWBA)
P50
3781-1035-6858
EVE RAMSEUR
3381 - 1553
-
R-1 (TOWN OF CATAWBA)
P51
3781-1035-6783
SONYA P. MOORE
3644 - 1793
-
R-1 (TOWN OF CATAWBA)
P52
3781-1045-0685
SHERWYNE ANTHONY
2021 - 1479
-
R-1 (TOWN OF CATAWBA)
P53
3781-1045-1514
NAKEIDRA D. NIVENS
3538 - 1778
-
R-1 (TOWN OF CATAWBA)
P54
3781-1045-4520
PROVIDENCE METHODIST CHURCH
38 - 267
-
R-1 (TOWN OF CATAWBA)
P55
3781-1045-3407
JUANDAY. & MELINDAA. TURNER
3323 - 468
-
R-1 (TOWN OF CATAWBA)
P56
3781-1045-1483
PRINCE HAROLD KENNEDY HEIRS
551 - 356
-
R-1 (TOWN OF CATAWBA)
P57
3781-1045-0379
LONNIE TURNER SPRINGS HEIRS
854 - 124
-
R-1 (TOWN OF CATAWBA)
P58
3781-1035-9396
THADEUS SPRINGS
3298 - 521
-
R-1 (TOWN OF CATAWBA)
P59
3781-1035-9365
VIRGINACOLLIER HEIRS
-
-
R-1 (TOWN OF CATAWBA)
P60
3781-1035-8381
GERALDINE SHUFORD SIMS HEIRS
3450 - 1392
-
R-1 (TOWN OF CATAWBA)
P61
3781-1035-7265
GRACY SHUFORD HEIRS
511 - 179
-
R-1 (TOWN OF CATAWBA)
P62
3781-1035-7202
CELESTE GIBBS HEIRS
599 - 38
-
R-1 (TOWN OF CATAWBA)
P63
3781-1035-6149
CATHY COLEMAN & MRS. AL MUNDY HEIRS
2936 - 1277
-
R-1 (TOWN OF CATAWBA)
P64
3781-1035-7552
PHOENIX RISING DEVELOPMENT LLC
3662 - 1328
P.B. 67 - PG. 83
R-1 (TOWN OF CATAWBA)
P65
3781-1035-3555
BEATRICE PHILLIPS GIBBS HEIRS
1255 - 332
-
R-1 (TOWN OF CATAWBA)
P66
3781-1035-3570
OSWALD DELMAS TURNER
1011 - 841
-
R-1 (TOWN OF CATAWBA)
P67
3781-1035-3496
OSWALD DELMAS TURNER
1597 - 523
-
R-1 (TOWN OF CATAWBA)
P68
3781-1035-4401
WILBUR MASON
1665 - 239
-
R-1 (TOWN OF CATAWBA)
P69
3781-1035-4324
KAREN & STEPHEN R. DOWNS
3697 - 1956
-
R-1 (TOWN OF CATAWBA)
P70
3781-1035-4254
KAREN MASON
2875 - 48
-
R-1 (TOWN OF CATAWBA)
P71
3781-1035-5200
KAREN L. MASON
2932 - 1286
P.B. 67 - PG. 83
R-1 (TOWN OF CATAWBA)
P72
3781-1035-5120
RUTH GOBLE WILSON HEIRS
1103 - 876
-
R-1 (TOWN OF CATAWBA)
P73
3781-1035-4608
JAMES CLYDE KEATON HEIRS
519 - 151
-
R-1 (TOWN OF CATAWBA)
P74
3781-1035-3046
SARAH V. CLARK
2197 - 1974
-
R-1 (TOWN OF CATAWBA)
P75
3781-1035-1356
MICHELLE WILLIAMS ANDERSON
3152 - 851
-
R-1 (TOWN OF CATAWBA)
P76
3781-1035-2034
SARAH L. CLARK
3705 - 794
-
R-1 (TOWN OF CATAWBA)
P77
3781-1035-1053
JAME E. & LONNIE C. PALMER
889 - 568
-
R-1 (TOWN OF CATAWBA)
P78
3781-1035-0071
MARKUS JOHNANNES RUMSWINKEL
3508 - 1818
-
R-1 (TOWN OF CATAWBA)
P79
3781-1025-9011
MARKUS JOHNANNES RUMSWINKEL
3508 - 1818
-
R-1 (TOWN OF CATAWBA)
P80
3781-0324-6990
A.M.E ZION CHURCH CEMETARY
-
-
R-1 (TOWN OF CATAWBA)
P81
3781-1025-6048
HOWARD O. WAGONER
2568 - 375
LOT 3 - P.B. 58 - PG. 28
R-1 (TOWN OF CATAWBA)
P82
3781-0925-4072
CREIGHTON L. & HEATHER R. CARROLL
3303 - 1051
LOT 2 - P.B. 58 - PG. 28
R-1 (TOWN OF CATAWBA)
P83
3781-0925-3093
DUSTIN & CHARLENE GRIFFITH
2597 - 1236
LOT 1 - P.B. 58 - PG. 28
R-1 (TOWN OF CATAWBA)
P84
3781-0627-8667
CYNTHIA BURCH EVANS
3472 - 639
-
R-A (TOWN OF CATAWBA)
P85
3781-1036-7234
DOROTHY G. &ANNIS R. HUNTER
089E - 637
-
R-1 (TOWN OF CATAWBA)
04/27/2022
Z
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4,9
ENGINEERING • SURVEYING • PLANNING
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FIRM # P-1227
PROD. NO: 20210217
EXISTING CONDITIONS NOTES
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
DESCRIPTION
O
z
Sheet No:
C003

SITE DATA:
1. TRACT 1
PIN(S): 3781-0915-8581
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 21.518 ACRES
TRACT 2
PIN(S): 3781-1026-7296
OWNER: VR FARMS, LLC.
D.B. 3645, PG. 311
TOTAL ACREAGE: 55.375 ACRES
2. THE SURVEYED PROPERTY LIES WITHIN A FLOOD HAZARD AREA AS DETERMINED BY
FLOOD MAP(S) 3710378100K, EFFECTIVE DATE MARCH 18, 2008.
3. THE PROPERTY IS SUBJECT TO ANY EASEMENTS OR RIGHT OF WAYS WHICH MAY EXIST
ACROSS SAID PROPERTY.
4. THE SURVEYED PROPERTY DOES NOT LIE WITHIN THE U.S. DEPARTMENTS OF
INTERIOR'S NATIONAL REGISTER OF HISTORIC PLACES.
5. PROPERTY LIES WITHIN THE CATAWBA RIVER/LAKE NORMAN WS-IV PROTECTED AREA
WATERSHED OVERLAY
6. BOUNDARY SURVEY PERFORMED BY JORDAN GRANT & ASSOCIATES, PLLC.
7. TOPOGRAPHIC SURVEY WAS OBTAINED FROM WITHERS RAVENEL ON NOVEMBER 15TH, 2021.
8. CURRENT PROPERTY ZONING: R-1 (TOWN OF CATAWBA).
9. PROPOSED USE: PLANNED UNIT DEVELOPMENT - RESIDENTIAL
10. PROPOSED SETBACK DATA:
MIN. FRONT YARD SETBACK: 24 FT.
MIN. SIDE YARD SETBACK: 5 FT.
MIN. CORNER STEBACK: 50% OF FRONT YARD SETBACK.
MIN. REAR YARD SETBACK: 25 FT.
11. DENSITY DATA PER SECTION 17.9:
HIGH -DENSITY OPTION: DEVELOPMENT SHALL NOT EXCEED 50% BUILT UPON
AREA ON A PROJECT BY PROJECT BASIS WHERE STORMWATER CONTROLS ARE
USED TO CONTROL RUNOFF FROM THE FIRST INCH OF RAINFALL WITH AN
APPROVED HIGH -DENSITY DEVELOPMENT PERMIT.
12. PROPERTY SUBJECT TO A 10' VEGETATIVE BUFFER PER TOWN OF CATAWBA ZONING
ORDINANCE. THE VEGETATIVE BUFFER CAN CONSIST OF EITHER EXISTING OR PLANTED
MATERIALS.
13. TOTAL PROPERTY AREA: 3,349,443.09 SF, 76.893 AC.
TOTAL AREA TO BE DEDICATED TO R/W: 35,849.48 SF, 0.823 AC.
TOTAL AREA IN PROPOSED R/W: 306,959.08 SF, 7.047 AC.
LINEAR FOOTAGE IN PROPOSED ROADWAYS: 5,982.90'
TOTAL NUMBER OF LOTS: 205
TOTAL AREA IN LOTS: 1,355,458.00 SF, 31.117 AC.
TOTAL NUMBER OF COS LOTS: 3
TOTAL AREA IN COS LOTS: 1,595,697.27 SF, 36.632 AC.
TOTAL NUMBER OF AMENITY LOTS: 1
TOTAL AREA IN AMENITY LOTS: 55,479.27 SF, 1.274 AC.
SMALLEST SINGLE FAMILY LOTS: LOT 18 - 5,094.69 SF, 0.117 AC.
r" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
IRS
IRON REBAR SET
CM
CONCRETE MONUMENT
CP
COMPUTED POINT
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
FH
FIRE HYDRANT
CBU
CLUSTER MAILBOX UNIT
STE
SIGHT TRIANGLE EASEMENT
BFE
BASE FLOOD ELEVATION
BMP
BEST MANAGEMENT PRACTICES
O
COMPUTED POINT
0
PROPOSED MANHOLE
4_
PROPOSED FIRE HYDRANT
18" RCP
WATERLINE
i
1
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/
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•
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8
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APPROX. LOCATION
OF EXISTING POND
EIP
0
EIP
APPROX. LOCATION
OF EXISTING POND
266.8' ± FROM THE INTERSECTION OF NC HWY.
10 & 4TH AVE. SW. TO THE INTERSECTION OF
PROPOSED ROAD AND NC HWY. 10.
•
•
•
IRS
IRS
EIR
358.4' ± FROM THE INTERSECTION OF CEDAR POND ROAD
& HUDSON CHAPEL ROAD TO THE INTERSECTION OF
PROPOSED ROAD AND HUDSON CHAPEL RD.
IRS
COS2
EIR
•
398.5' ± FROM THE INTERSECTION OF NC HVVY.
10 & 3RD ST. SW. TO THE INTERSECTION OF
PROPOSED ROAD AND NC HWY. 10.
CROSS HATCHING INDICATES AREA INSIDE OF
ROAD R/W TO BE DEDICATED FOR PUBLIC USE
(AREA = 20,757.56 SF, 0.477 AC.)
•
AXLE
10' VEGETATIVE BUFFER
•
195 194
EIR
EIR
199
201
202
•
115
114
10' VEGETATIVE BUFFER
op
EIR
CROSS HATCHING INDICATES AREA INSIDE OF
ROAD R/W TO BE DEDICATED FOR PUBLIC USE
(AREA = 15,091.92 SF, 0.346 AC.)
119
118
117
•
123
122
121
•
182
183
184
185
186
187
188
189
190
191
L84
•
L113
145
144
rn
EIR ' EIR
L83
00
GRAPHIC SCALE
150 300
450
EIR
VICINITY MAP
NOT TO SCALE
HUDSON CHAPEL RD.
NAD83 - 2011
L50
NOTES:
Vi
.73
L40
IRS
•
•
•
•
•
•
1. THE LOTS IN THIS SUBDIVISION WILL BE SERVED BY PUBLIC SEWER AND PUBLIC WATER.
2. THE PROPERTY DOES NOT LIE WITHIN THE U.S DEPARTMENT OF INTERIORS NATIONAL REGISTER OF HISTORICAL PLACES.
3. PROPERTY SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH.
4. PROPERTY SUBJECT TO EASEMENTS AND RIGHTS OF WAY OF RECORD AND THOSE NOT OF RECORD, IF ANY EXIST.
5. AREA BY COORDINATE COMPUTATION.
6. PROPERTY MAY BE SUBJECT TO GOVERNMENTAL ORDINANCES, ZONING, AND OTHER REGULATIONS CONCERNING THE DIVISION AND DEVELOPMENT OF REAL ESTATE.
7. NO SUBTERRANEAN SURVEY PERFORMED AT THIS SITE.
8. IRON PINS ARE SET AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED.
9. THERE IS A TEN FOOT DRAINAGE AND UTILITY EASEMENT ACROSS THE FRONT & REAR LINE OF EACH LOT (SEE SHEET C207).
10. TYPICAL SETBACKS FOR LOTS ARE SHOWN ON SHEET C207.
11. THE MAIL COLLECTION SHALL BE COORDINATED WITH THE POST OFFICE UNTIL SUCH TIME THAT THE CLUSTER MAILBOX UNITS ARE INSTALLED.
13. THE LEGACY RIDGE HOMEOWNERS' ASSOCIATION TO PROVIDE MAINTENANCE TO THE ROADWAY SYSTEM INCLUSIVE OF ROADS, DITCHES, AND CULVERTS UNTIL TOWN OF CATAWBA
ACCEPTANCE OF THE ROADWAY SYSTEM.
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PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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DESCRIPTION
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AMENITY SPACE
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7' WIDE CONCRETE
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CURB & GUTTER (TYP.)
SEE NCDOT STD DTL 846.01
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7' WIDE CONCRETE
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CLUSTER BOX UNIT (TYP.)
SEE USPS STD DTL
G1-2-0e1 & G1-2-0e3
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6 SPACES
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LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
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DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
ce
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LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
DESCRIPTION
Sheet No:
C203

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99
L378
r
w
98
L375
r
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97
L372
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96
L369
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L366
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94
L363
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L360
r
w
92
L357
r
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91
L354
r
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90
L351
r
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89
L348
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L345
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L342
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L337
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L528
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L527
L522
L524
L519
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L521
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L518
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L513
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L515
L510
160
L512
L507
L509
L504
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L506
L501
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L503
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L498
156
L500
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L495
155
L497
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L492
154
L494
L489
153
L491
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52
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L483
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L485
L480
150
L482
L477
▪ 149
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L479
L474
▪ 148
01
L476
L471
▪ 147
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L473
L466
146
L468
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L636
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100' STREAM BUFFER
L762
100 YEAR FLOOD
♦
•
•
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L634
L116
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DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
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0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
DESCRIPTION
Sheet No:
C204

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L249
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L252
L254
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L255
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L258
L260
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tool 60
L261
L263
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N
N 61
L264
L266
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cp 62
L267
L269
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L270
L272
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L273
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L116
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L115
CROSS HATCHING INDICATES
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DEDICATED FOR PUBLIC USE.
(AREA = 20,757.58 SF, 0.477 AC.)
L113
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C205
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
DESCRIPTION
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L121
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41.00'
L122
N 67° 01' 18" E
140.00'
L123
N 22° 58' 42" W
41.00'
L124
S 67° 01' 18" W
140.00'
L125
S 22° 58' 42" E
41.00'
L126
N 22° 58' 42" W
41.00'
L127
S 67° 01' 18" W
140.00'
L128
S 22° 58' 42" E
41.00'
L129
N 22° 58' 42" W
41.00'
L130
S 67° 01' 18" W
140.00'
L131
S 22° 58' 42" E
41.00'
L132
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41.00'
L133
S 67° 01' 18" W
140.00'
L134
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41.00'
L135
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L136
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140.00'
L137
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L138
S 67° 01' 18" W
140.00'
L139
S 22° 58' 42" E
41.00'
L140
S 22° 58' 41" E
0.00'
L141
S 22° 58' 42" E
14.84'
L142
N 22° 58' 42" W
14.84'
L143
S 72° 28' 21" W
140.00'
L144
S 81° 00' 53" W
140.00'
L145
S 89° 33' 25" W
140.00'
L146
N 81° 54' 02" W
140.00'
L147
N 73° 21' 30" W
140.00'
L148
N 64° 48' 58" W
140.00'
L149
N 56° 16' 26" W
140.00'
L150
N 47° 43' 54" W
140.00'
L151
N 47° 07' 35" E
18.07'
L152
N 42° 52' 25" W
140.00'
L153
S 47° 07' 35" W
18.07'
L154
S 47° 07' 35" W
13.89'
L155
N 47° 07' 35" E
41.00'
L156
N 42° 52' 25" W
127.24'
L157
S 47° 07' 35" W
32.50'
L158
N 47° 07' 35" E
41.00'
L159
N 42° 52' 25" W
124.26'
L160
S 47° 07' 35" W
11.44'
L161
S 47° 07' 35" W
29.56'
L162
N 47° 07' 35" E
41.00'
L163
N 42° 52' 25" W
124.26'
L164
N 47° 07' 35" E
41.00'
L165
N 42° 52' 25" W
124.26'
L166
S 47° 07' 35" W
41.00'
L167
S 42° 52' 25" E
130.86'
L168
N 42° 52' 25" W
155.74'
L169
S 00° 08' 50" W
140.00'
L170
S 47° 07' 43" W
140.00'
L171
N 85° 53' 24" W
140.00'
L172
N 42° 52' 25" W
140.09'
L173
N 42° 52' 25" W
156.59'
L174
S 47° 07' 35" W
10.40'
L175
N 47° 07' 35" E
48.70'
L176
N 42° 52' 25" W
140.00'
L177
N 47° 07' 35" E
51.20'
L178
N 42° 52' 25" W
140.00'
L179
S 47° 07' 35" W
40.80'
L180
S 47° 07' 35" W
10.40'
L181
N 47° 07' 35" E
51.20'
L182
N 42° 52' 25" W
140.00'
L183
S 47° 07' 35" W
51.20'
L184
N 42° 52' 25" W
115.00'
L185
S 47° 07' 35" W
48.00'
L186
N 47° 07' 35" E
23.00'
L187
S 42° 52' 25" E
56.08'
L188
N 42° 52' 25" W
56.08'
L189
S 47° 07' 35" W
140.00'
L190
N 42° 52' 25" W
53.58'
L191
S 47° 07' 35" W
156.59'
L192
S 42° 52' 25" E
15.27'
L193
S 47° 07' 35" W
140.09'
L194
N 89° 51' 22" W
140.00'
L195
N 42° 52' 25" W
140.00'
L196
N 04° 06' 32" E
140.00'
L197
N 47° 07' 35" E
140.09'
L198
N 47° 07' 35" E
156.59'
L199
N 42° 52' 25" W
15.27'
L200
S 42° 52' 25" E
53.58'
L201
N 47° 07' 35" E
140.00'
L202
S 42° 52' 25" E
56.08'
L203
N 47° 07' 35" E
48.00'
L204
N 47° 07' 35" E
41.00'
L205
N 47° 07' 35" E
41.00'
L206
N 47° 07' 35" E
10.00'
L207
N 42° 52' 25" W
56.08'
L208
N 47° 07' 35" E
23.00'
L209
N 42° 52' 25" W
140.00'
L210
S 42° 52' 25" E
115.00'
L211
N47°0735"E
41.00'
L212
N 42° 52' 25" W
140.00'
L213
N47°07'35"E
41.00'
L214
N 42° 52' 25" W
140.00'
L215
N47°07'35"E
41.00'
L216
N 42° 52' 25" W
140.00'
L217
S 47° 07' 35" W
31.00'
L218
N47°07'35"E
41.00'
L219
N 42° 52' 25" W
140.00'
L220
S 47° 07' 35" W
41.00'
L221
N 47° 07' 35" E
41.00'
LINE
BEARING
DISTANCE
L222
N 42° 52' 25" W
140.00'
L223
S 47° 07' 35" W
41.00'
L224
S 47° 07' 35" W
29.22'
L225
N 47° 07' 35" E
29.22'
L226
N 47° 12' 06" W
140.00'
L227
N 58° 30' 19" W
140.00'
L228
N 69° 48' 32" W
140.00'
L229
N 81° 06' 44" W
140.00'
L230
N01°50'32"E
17.84'
L231
N 88° 09' 28" W
140.00'
L232
S 01 ° 50' 32" W
17.84'
L233
S 01 ° 50' 32" W
41.00'
L234
N01°50'32"E
41.00'
L235
N 88° 09' 28" W
140.00'
L236
S 01 ° 50' 32" W
41.00'
L237
N01°50'32"E
41.00'
L238
N 88° 09' 28" W
140.00'
L239
S 01 ° 50' 32" W
41.00'
L240
N01°50'32"E
41.00'
L241
N 88° 09' 28" W
140.00'
L242
S01°50'32"W
41.00'
L243
N01°50'32"E
41.00'
L244
N 88° 09' 28" W
140.00'
L245
S 01 ° 50' 32" W
41.00'
L246
N01°50'32"E
41.00'
L247
N 88° 09' 28" W
140.00'
L248
S 01 ° 50' 32" W
41.00'
L249
N01°50'32"E
41.00'
L250
N 88° 09' 28" W
140.00'
L251
S 01 ° 50' 32" W
41.00'
L252
N01°50'32"E
41.00'
L253
N 88° 09' 28" W
140.00'
L254
S 01 ° 50' 32" W
41.00'
L255
N01°50'32"E
41.00'
L256
N 88° 09' 28" W
140.00'
L257
S 01 ° 50' 32" W
41.00'
L258
N01°50'32"E
41.00'
L259
N 88° 09' 28" W
140.00'
L260
S 01 ° 50' 32" W
41.00'
L261
N01°50'32"E
41.00'
L262
N 88° 09' 28" W
140.00'
L263
S 01 ° 50' 32" W
41.00'
L264
N01°50'32"E
41.00'
L265
N 88° 09' 28" W
140.00'
L266
S 01 ° 50' 32" W
41.00'
L267
N01°50'32"E
41.00'
L268
N 88° 09' 28" W
140.00'
L269
S 01 ° 50' 32" W
41.00'
L270
N01°50'32"E
41.00'
L271
N 88° 09' 28" W
140.00'
L272
S 01 ° 50' 32" W
41.00'
L273
N01°50'32"E
41.00'
L274
N 88° 09' 28" W
140.00'
L275
S 01 ° 50' 32" W
41.00'
L276
N01°50'32"E
41.00'
L277
N 88° 09' 28" W
140.00'
L278
S 01 ° 50' 32" W
41.00'
L279
N01°50'32"E
41.00'
L280
N 88° 09' 28" W
140.00'
L281
N01°50'32"E
41.00'
L282
N 88° 09' 28" W
140.00'
L283
S 01 ° 50' 32" W
41.00'
L284
S 01 ° 50' 32" W
3.35'
L285
N 01 ° 50' 32" E
3.35'
L286
S 74° 18' 26" W
140.00'
L287
S 55° 32' 01" W
140.00'
L288
N 39° 40' 30" W
36.70'
L289
S 50° 19' 30" W
140.00'
L290
S 39° 40' 30" E
36.70'
L291
N39°40'30"W
41.00'
L292
S 50° 19' 30" W
140.00'
L293
S 39° 40' 30" E
41.00'
L294
N 39° 40' 30" W
41.00'
L295
S 50° 19' 30" W
140.00'
L296
S 39° 40' 30" E
41.00'
L297
N 50° 19' 30" E
140.00'
L298
S 39° 40' 30" E
38.70'
L299
N 50° 48' 14" E
140.00'
L300
N 39° 40' 30" W
38.70'
L301
N 59° 20' 46" E
140.00'
L302
S 88° 09' 28" E
91.68'
L303
S 88° 09' 28" E
41.00'
L304
S 88° 09' 28" E
15.70'
L305
S 88° 09' 28" E
43.00'
L306
N 01 ° 50' 32" E
140.00'
L307
S 01 ° 50' 32" W
3.35'
L308
S 88° 09' 28" E
41.00'
L309
N 01 ° 50' 32" E
140.00'
L310
S 88° 09' 28" E
41.00'
L311
N 01 ° 50' 32" E
140.00'
L312
N 88° 09' 28" W
10.00'
L313
N 88° 09' 28" W
15.30'
L314
S 88° 09' 28" E
41.00'
L315
N 01 ° 50' 32" E
140.00'
L316
N88°09'28"W
41.00'
L317
S 88° 09' 28" E
41.00'
L318
N 01 ° 50' 32" E
140.00'
L319
N88°09'28"W
41.00'
L320
N 01 ° 50' 32" E
115.00'
L321
N 88° 09' 28" W
48.00'
L322
S 88° 09' 28" E
23.00'
Lot
Area
Acres
1
5740.00
0.132
2
5740.00
0.132
3
5740.00
0.132
4
5740.00
0.132
5
5740.00
0.132
6
5740.00
0.132
7
6672.33
0.153
8
7201.09
0.165
9
7201.09
0.165
10
7201.09
0.165
11
7201.09
0.165
12
7201.09
0.165
13
7201.09
0.165
14
7201.06
0.165
15
6624.79
0.152
16
5555.26
0.128
17
5107.04
0.117
18
5094.69
0.117
19
5094.69
0.117
20
7465.45
0.171
21
12702.97
0.292
22
13775.65
0.316
23
13775.65
0.316
24
13097.19
0.301
25
7795.85
0.179
26
7167.85
0.165
27
7167.84
0.165
28
7167.84
0.165
29
6585.87
0.151
30
7850.77
0.180
LINE
BEARING
DISTANCE
L323
S 01 ° 50' 32" W
41.00'
L324
N 01 ° 50' 32" E
41.00'
L325
N 88° 09' 28" W
140.00'
L326
S 01 ° 50' 32" W
41.00'
L327
N 01 ° 50' 32" E
41.00'
L328
N 88° 09' 28" W
140.00'
L329
N 88° 09' 28" W
117.50'
L330
S 01 ° 50' 32" W
41.00'
L331
N 01 ° 50' 32" E
41.00'
L332
N 88° 09' 28" W
22.50'
L333
S 01 ° 50' 32" W
23.00'
L334
S 88° 09' 28" E
140.00'
L335
N 01 ° 50' 32" E
48.00'
L336
N 88° 09' 28" W
115.00'
L337
N 01 ° 50' 32" E
41.00'
L338
S 01 ° 50' 32" W
41.00'
L339
S 88° 09' 28" E
140.00'
L340
S 01 ° 50' 32" W
41.00'
L341
S 88° 09' 28" E
140.00'
L342
N01°50'32"E
41.00'
L343
S 01 ° 50' 32" W
41.00'
L344
S 88° 09' 28" E
140.00'
L345
N01°50'32"E
41.00'
L346
S01°50'32"W
41.00'
L347
S 88° 09' 28" E
140.00'
L348
N01°50'32"E
41.00'
L349
S 01 ° 50' 32" W
41.00'
L350
S 88° 09' 28" E
140.00'
L351
N 01 ° 50' 32" E
41.00'
L352
S01°50'32"W
41.00'
L353
S 88° 09' 28" E
140.00'
L354
N01°50'32"E
41.00'
L355
S 01 ° 50' 32" W
41.00'
L356
S 88° 09' 28" E
140.00'
L357
N 01 ° 50' 32" E
41.00'
L358
S 01 ° 50' 32" W
41.00'
L359
S 88° 09' 28" E
140.00'
L360
N 01 ° 50' 32" E
41.00'
L361
S 01 ° 50' 32" W
41.00'
L362
S 88° 09' 28" E
140.00'
L363
N 01 ° 50' 32" E
41.00'
L364
S01°50'32"W
41.00'
L365
S 88° 09' 28" E
140.00'
L366
N01°50'32"E
41.00'
L367
S 01 ° 50' 32" W
41.00'
L368
S 88° 09' 28" E
140.00'
L369
N 01 ° 50' 32" E
41.00'
L370
S 01 ° 50' 32" W
41.00'
L371
S 88° 09' 28" E
140.00'
L372
N01°50'32"E
41.00'
L373
S 01 ° 50' 32" W
41.00'
L374
S 88° 09' 28" E
140.00'
L375
N 01 ° 50' 32" E
41.00'
L376
S01°50'32"W
41.00'
L377
S 88° 09' 28" E
140.00'
L378
N 01 ° 50' 32" E
41.00'
L379
N 01 ° 50' 32" E
17.84'
L380
S 01 ° 50' 32" W
17.84'
L381
S 84° 31' 12" E
140.00'
L382
S 77° 56' 49" E
140.00'
L383
S 71 ° 22' 26" E
140.00'
L384
S 64° 48' 03" E
140.00'
L385
S 58° 13' 40" E
140.00'
L386
S 51 ° 39' 16" E
140.00'
L387
S 45° 04' 53" E
140.00'
L388
S 47° 07' 35" W
27.43'
L389
S 42° 52' 25" E
140.00'
L390
N 47° 07' 35" E
27.43'
L391
S 47° 07' 35" W
42.79'
L392
S 42° 52' 25" E
140.00'
L393
N 47° 07' 35" E
42.40'
L394
N 47° 07' 35" E
0.39'
L395
N 47° 07' 35" E
41.00'
L396
S 47° 07' 35" W
41.00'
L397
S 42° 52' 25" E
140.00'
L398
N 47° 07' 35" E
41.00'
L399
S 47° 07' 35" W
41.00'
L400
S 42° 52' 25" E
140.00'
L401
N 47° 07' 35" E
41.00'
L402
S 47° 07' 35" W
41.00'
L403
S 42° 52' 25" E
140.00'
L404
S 47° 07' 35" W
41.00'
L405
S 42° 52' 25" E
140.00'
L406
N 47° 07' 35" E
41.00'
L407
S 42° 52' 25" E
115.00'
L408
N 47° 07' 35" E
48.00'
L409
S 47° 07' 35" W
23.00'
L410
N 47° 07' 35" E
23.00'
L411
N 42° 52' 25" W
140.00'
L412
S 42° 52' 25" E
115.00'
L413
N47°07'35"E
41.00'
L414
N 42° 52' 25" W
140.00'
L415
N47°07'35"E
41.00'
L416
N 42° 52' 25" W
140.00'
L417
N47°07'35"E
41.00'
L418
N 42° 52' 25" W
140.00'
L419
N47°07'35"E
41.00'
L420
N 42° 52' 25" W
140.00'
L421
N 47° 07' 35" E
42.40'
L422
N 42° 52' 25" W
140.00'
L423
N 47° 07' 35" E
27.82'
Lot
Area
Acres
31
7850.77
0.180
32
7795.85
0.179
33
13097.50
0.301
34
13775.97
0.316
35
13775.99
0.316
36
13097.53
0.301
37
7795.85
0.179
38
7850.77
0.180
39
7850.77
0.180
40
6585.87
0.151
41
5740.00
0.132
42
5740.00
0.132
43
5740.00
0.132
44
5740.00
0.132
45
5740.00
0.132
46
6628.73
0.152
47
6628.72
0.152
48
6628.73
0.152
49
6628.72
0.152
50
6628.73
0.152
51
5740.00
0.132
52
5740.00
0.132
53
5740.00
0.132
54
5740.00
0.132
55
5740.00
0.132
56
5740.00
0.132
57
5740.00
0.132
58
5740.00
0.132
59
5740.00
0.132
60
5740.00
0.132
LINE
BEARING
DISTANCE
L424
N 44° 48' 20" W
140.00'
L425
N 49° 19' 13" W
140.00'
L426
N 53° 50' 05" W
140.00'
L427
N 58° 20' 57" W
140.00'
L428
N 62° 51' 49" W
140.00'
L429
N 67° 22' 41" W
140.00'
L430
N 71 ° 53' 34" W
140.00'
L431
N 76° 24' 26" W
140.00'
L432
N 80° 55' 18" W
140.00'
L433
N 85° 26' 10" W
140.00'
L434
N01°50'32"E
17.84'
L435
N 88° 09' 28" W
140.00'
L436
N01°50'32"E
41.00'
L437
N 88° 09' 28" W
140.00'
L438
N01°50'32"E
41.00'
L439
N 88° 09' 28" W
140.00'
L440
N01°50'32"E
41.00'
L441
N 88° 09' 28" W
140.00'
L442
N01°50'32"E
41.00'
L443
N 88° 09' 28" W
140.00'
L444
N01°50'32"E
41.00'
L445
N 88° 09' 28" W
140.00'
L446
N01°50'32"E
41.00'
L447
N 88° 09' 28" W
140.00'
L448
N01°50'32"E
41.00'
L449
N 88° 09' 28" W
140.00'
L450
N01°50'32"E
41.00'
L451
N 88° 09' 28" W
140.00'
L452
N01°50'32"E
41.00'
L453
N 88° 09' 28" W
140.00'
L454
N01°50'32"E
41.00'
L455
N 88° 09' 28" W
140.00'
L456
N01°50'32"E
41.00'
L457
N 88° 09' 28" W
140.00'
L458
N01°50'32"E
41.00'
L459
N 88° 09' 28" W
140.00'
L460
N01°50'32"E
41.00'
L461
N 88° 09' 28" W
140.00'
L462
N01°50'32"E
41.00'
L463
N 88° 09' 28" W
140.00'
L464
N 88° 09' 28" W
115.00'
L465
N 01 ° 50' 32" E
23.00'
L466
S 01 ° 50' 32" W
41.00'
L467
S 88° 09' 28" E
140.00'
L468
N01°50'32"E
41.00'
L469
N 88° 09' 28" W
117.50'
L470
N 88° 09' 28" W
22.50'
L471
S 01 ° 50' 32" W
41.00'
L472
S 88° 09' 28" E
140.00'
L473
N01°50'32"E
41.00'
L474
S 01 ° 50' 32" W
41.00'
L475
S 88° 09' 28" E
140.00'
L476
N01°50'32"E
41.00'
L477
S 01 ° 50' 32" W
41.00'
L478
S 88° 09' 28" E
140.00'
L479
N01°50'32"E
41.00'
L480
S 01 ° 50' 32" W
41.00'
L481
S 88° 09' 28" E
140.00'
L482
N01°50'32"E
41.00'
L483
S 01 ° 50' 32" W
41.00'
L484
S 88° 09' 28" E
140.00'
L485
N01°50'32"E
41.00'
L486
S 01 ° 50' 32" W
41.00'
L487
S 88° 09' 28" E
140.00'
L488
N01°50'32"E
41.00'
L489
S 01 ° 50' 32" W
41.00'
L490
S 88° 09' 28" E
140.00'
L491
N01°50'32"E
41.00'
L492
S 01 ° 50' 32" W
41.00'
L493
S 88° 09' 28" E
140.00'
L494
N01°50'32"E
41.00'
L495
S 01 ° 50' 32" W
41.00'
L496
S 88° 09' 28" E
140.00'
L497
N01°50'32"E
41.00'
L498
S 01 ° 50' 32" W
41.00'
L499
S 88° 09' 28" E
140.00'
L500
N 01 ° 50' 32" E
41.00'
L501
S 01 ° 50' 32" W
41.00'
L502
S 88° 09' 28" E
140.00'
L503
N 01 ° 50' 32" E
41.00'
L504
S01°50'32"W
41.00'
L505
S 88° 09' 28" E
140.00'
L506
N01°50'32"E
41.00'
L507
S 01 ° 50' 32" W
41.00'
L508
S 88° 09' 28" E
140.00'
L509
N 01 ° 50' 32" E
41.00'
L510
S 01 ° 50' 32" W
41.00'
L511
S 88° 09' 28" E
140.00'
L512
N01°50'32"E
41.00'
L513
S 01 ° 50' 32" W
41.00'
L514
S 88° 09' 28" E
140.00'
L515
N 01 ° 50' 32" E
41.00'
L516
S 01 ° 50' 32" W
41.00'
L517
S 88° 09' 28" E
140.00'
L518
N 01 ° 50' 32" E
41.00'
L519
S 01 ° 50' 32" W
41.00'
L520
S 88° 09' 28" E
140.00'
L521
N01°50'32"E
41.00'
L522
S 01 ° 50' 32" W
41.00'
L523
S 88° 09' 28" E
140.00'
L524
N 01 ° 50' 32" E
41.00'
Lot
Area
Acres
61
5740.00
0.132
62
5740.00
0.132
63
5740.00
0.132
64
5740.00
0.132
65
5740.00
0.132
66
5740.00
0.132
67
5740.00
0.132
68
7110.20
0.163
69
7110.21
0.163
70
7110.21
0.163
71
5740.00
0.132
72
5740.00
0.132
73
5821.20
0.134
74
7201.09
0.165
75
11462.47
0.263
76
10251.58
0.235
77
5740.00
0.132
78
5740.00
0.132
79
5740.00
0.132
80
5740.00
0.132
81
6585.87
0.151
82
5740.00
0.132
83
5740.00
0.132
84
5740.00
0.132
85
6585.87
0.151
86
5740.00
0.132
87
5740.00
0.132
88
5740.00
0.132
89
5740.00
0.132
90
5740.00
0.132
PROPOSED LOT AREAS
Lot
Area
Acres
91
5740.00
0.132
92
5740.00
0.132
93
5740.00
0.132
94
5740.00
0.132
95
5740.00
0.132
96
5740.00
0.132
97
5740.00
0.132
98
5740.00
0.132
99
5740.00
0.132
100
6319.21
0.145
101
6906.22
0.159
102
6906.28
0.159
103
6906.28
0.159
104
6906.28
0.159
105
6906.28
0.159
106
6906.28
0.159
107
6159.65
0.141
108
5990.72
0.138
109
5740.00
0.132
110
5740.00
0.132
111
5740.00
0.132
112
5740.00
0.132
113
6585.87
0.151
114
6585.87
0.151
115
5740.00
0.132
116
5740.00
0.132
117
5740.00
0.132
118
5740.00
0.132
119
5936.00
0.136
120
6585.52
0.151
PROPOSED LOT BOUNDARY LINE & CURVE TABLES
LINE
BEARING
DISTANCE
L525
S 01 ° 50' 32" W
41.00'
L526
S 88° 09' 28" E
140.00'
L527
N 01 ° 50' 32" E
41.00'
L528
S 01 ° 50' 32" W
41.00'
L529
S 88° 09' 28" E
140.00'
L530
N 01 ° 50' 32" E
41.00'
L531
S 01 ° 50' 32" W
41.00'
L532
S 88° 09' 28" E
140.00'
L533
N 01 ° 50' 32" E
41.00'
L534
S01°50'32"W
41.00'
L535
S 88° 09' 28" E
140.00'
L536
N01°50'32"E
41.00'
L537
N 01 ° 50' 32" E
9.84'
L538
S 01 ° 50' 32" W
9.84'
L539
S 85° 22' 24" E
140.00'
L540
S 81 ° 46' 19" E
140.00'
L541
S 78° 10' 14" E
140.00'
L542
S 74° 34' 09" E
140.00'
L543
S 70° 58' 04" E
140.00'
L544
S 67° 22' 00" E
140.00'
L545
S 63° 45' 55" E
140.00'
L546
S 60° 09' 50" E
140.00'
L547
S 56° 33' 45" E
140.00'
L548
S 52° 57' 40" E
140.00'
L549
S 49° 21' 36" E
140.00'
L550
S 45° 45' 31" E
140.00'
L551
S 47° 07' 35" W
8.88'
L552
S 42° 52' 25" E
140.00'
L553
N 47° 07' 35" E
8.88'
L554
N 47° 07' 35" E
41.00'
L555
S 47° 07' 35" W
41.00'
L556
S 42° 52' 25" E
140.00'
L557
S 47° 07' 35" W
41.00'
L558
S 42° 52' 25" E
140.00'
L559
N 47° 07' 35" E
41.00'
L560
S 47° 07' 35" W
41.00'
L561
S 42° 52' 25" E
140.00'
L562
N 47° 07' 35" E
41.00'
L563
S 47° 07' 35" W
41.00'
L564
S 42° 52' 25" E
140.00'
L565
N 47° 07' 35" E
41.00'
L566
S 47° 07' 35" W
41.00'
L567
S 42° 52' 25" E
140.00'
L568
N 47° 07' 35" E
41.00'
L569
S 47° 07' 35" W
41.00'
L570
S 42° 52' 25" E
140.00'
L571
N 47° 07' 35" E
41.00'
L572
S 47° 07' 35" W
41.00'
L573
S 42° 52' 25" E
140.00'
L574
N 47° 07' 35" E
41.00'
L575
S 47° 07' 35" W
41.00'
L576
S 42° 52' 25" E
140.00'
L577
N 47° 07' 35" E
41.00'
L578
S 47° 07' 35" W
41.00'
L579
S 42° 52' 25" E
140.00'
L580
N 47° 07' 35" E
41.00'
L581
S 47° 07' 35" W
41.00'
L582
S 42° 52' 25" E
140.00'
L583
N 47° 07' 35" E
41.00'
L584
S 47° 07' 35" W
41.00'
L585
S 42° 52' 25" E
126.89'
L586
S 87° 27' 35" E
7.04'
L587
S 87° 24' 59" E
11.35'
L588
N 47° 07' 35" E
28.09'
L589
S 47° 07' 35" W
41.00'
L590
S 42° 52' 25" E
191.38'
L591
N 01 ° 15' 38" E
58.88'
L592
N 42° 52' 25" W
149.12'
L593
S 47° 07' 35" W
41.00'
L594
S 42° 52' 25" E
215.72'
L595
N 67° 01' 20" E
16.12'
L596
N 22° 46' 33" W
5.45'
L597
N 01 ° 15' 38" E
34.42'
L598
S 47° 07' 35" W
41.00'
L599
S 42° 52' 25" E
200.88'
L600
N 67° 01' 20" E
43.60'
L601
N 67° 01' 20" E
10.66'
L602
S 62° 44' 33" E
195.50'
L603
S 82° 51' 23" E
179.81'
L604
N 67° 01' 20" E
20.22'
L605
N 67° 01' 20" E
184.77'
L606
N 05° 59' 11" W
21.48'
L607
N 22° 46' 33" W
20.46'
L608
S 22° 58' 40" E
18.32'
L609
N 67° 01' 20" E
270.16'
L610
S 22° 58' 40" E
41.00'
L611
N 67° 01' 20" E
236.34'
L612
N 20° 04' 40" E
46.35'
L613
N 05° 59' 11" W
7.46'
L614
S 22° 58' 40" E
41.00'
L615
N67°01'20"E
210.17'
L616
NO3°39'21"E
31.37'
L617
N 20° 04' 40" E
17.73'
L618
S 22° 58' 40" E
41.00'
L619
N 67° 01' 20" E
189.61'
L620
N 03° 39' 21" E
45.87'
L621
S 22° 58' 40" E
41.00'
L622
N 67° 01' 20" E
169.05'
L623
N 03° 39' 21" E
45.87'
L624
S 22° 58' 40" E
41.00'
L625
N 67° 01' 20" E
148.49'
Lot
Area
Acres
121
6287.67
0.144
122
6287.67
0.144
123
6287.67
0.144
124
6287.67
0.144
125
6287.67
0.144
126
6287.67
0.144
127
6287.67
0.144
128
6287.67
0.144
129
6287.62
0.144
130
6287.72
0.144
131
5740.00
0.132
132
5740.00
0.132
133
5740.00
0.132
134
5740.00
0.132
135
5740.00
0.132
136
5740.00
0.132
137
5740.00
0.132
138
5740.00
0.132
139
5740.00
0.132
140
5740.00
0.132
141
5740.00
0.132
142
5740.00
0.132
143
5740.00
0.132
144
5740.00
0.132
145
6585.87
0.151
146
5740.00
0.132
147
5740.00
0.132
148
5740.00
0.132
149
5740.00
0.132
150
5740.00
0.132
LINE
BEARING
DISTANCE
L626
N 03° 39' 21" E
45.87'
L627
N 03° 39' 21" E
45.87'
L628
S 22° 58' 40" E
41.00'
L629
N 67° 01' 20" E
127.93'
L630
N 42° 52' 25" W
230.00'
L631
S 47° 07' 35" W
174.10'
L632
N 47° 07' 35" E
174.10'
L633
N 86° 32' 00" W
92.94'
L634
S01°50'32"W
31.12'
L635
S 88° 09' 28" E
22.50'
L636
S 01 ° 50' 32" W
45.00'
L637
S 47° 07' 35" W
130.50'
L638
S 22° 58' 40" E
33.42'
L639
N 66° 25' 50" E
4.35'
L640
N 65° 24' 03" E
119.77'
L641
N 03° 39' 21" E
241.93'
L642
N 20° 04' 40" E
64.95'
L643
N 05° 59' 11" W
32.73'
L644
N 22° 46' 33" W
25.25'
L645
N 01 ° 15' 38" E
189.52'
L646
S 87° 27' 35" E
75.02'
L647
S 87° 24' 59" E
74.83'
L648
S 87° 24' 54" E
306.99'
L649
S 87° 55' 36" E
168.17'
L650
N 02° 02' 34" E
385.89'
L651
S 81 ° 49' 16" E
227.97'
L652
N 25° 42' 37" E
16.43'
L653
N 03° 41' 22" E
38.50'
L654
N 52° 57' 16" W
12.69'
L655
N 28° 12' 22" E
28.12'
L656
N 05° 33' 08" W
31.92'
L657
N 34° 36' 29" E
80.41'
L658
N 34° 14' 44" E
48.06'
L659
N 52° 09' 34" W
13.21'
L660
N 21 ° 44' 25" W
43.43'
L661
N 47° 54' 34" W
27.44'
L662
N 00° 58' 13" E
56.62'
L663
S 75° 58' 05" E
33.22'
L664
N 15° 20' 18" E
30.22'
L665
N 52° 11' 22" W
10.12'
L666
N 02° 22' 07" W
40.73'
L667
S 66° 45' 00" E
29.54'
L668
N 28° 58' 23" E
14.62'
L669
N 14° 42' 26" W
20.65'
L670
S 64° 58' 58" E
9.22'
L671
N 28° 34' 41" E
38.49'
L672
N 75° 52' 42" E
21.55'
L673
S 63° 10' 03" E
16.55'
L674
N 10° 41' 05" W
13.81'
L675
N44°20'51"E
11.63'
L676
N 14° 13' 40" E
72.75'
L677
S 64° 42' 11" E
35.82'
L678
N 08° 47' 30" W
27.54'
L679
N 67° 39' 48" W
18.13'
L680
N 12° 27' 07" E
12.05'
L681
N 83° 01' 56" E
9.63'
L682
S 47° 33' 08" E
12.43'
L683
N 59° 47' 25" E
10.80'
L684
N 16° 16' 09" E
20.40'
L685
N 38° 23' 20" E
23.22'
L686
S 87° 54' 26" E
15.58'
L687
N 27° 43' 07" W
70.16'
L688
N 25° 17' 50" E
27.43'
L689
S 73° 11' 12" E
27.73'
L690
N 33° 59' 10" W
18.65'
L691
N 04° 23' 24" W
10.93'
L692
N 78° 49' 23" E
240.46'
L693
N 44° 16' 24" W
104.72'
L694
S 76° 42' 59" W
175.53'
L695
N 06° 20' 38" E
43.82'
L696
N 87° 35' 11" W
18.99'
L697
N 39° 51' 27" W
14.22'
L698
N 83° 34' 51" E
25.00'
L699
N 04° 36' 35" E
39.18'
L700
S 88° 13' 14" W
53.42'
L701
N 35° 06' 41" E
38.42'
L702
N 63° 25' 49" W
12.39'
L703
N 21° 13' 31" W
19.70'
L704
N 84° 17' 48" W
24.87'
L705
N 32° 09' 08" W
19.41'
L706
N 63° 00' 19" W
42.64'
L707
N 05° 46' 55" W
94.87'
L708
N 14° 24' 12" W
33.80'
L709
N 22° 28' 14" W
22.50'
L710
N 48° 37' 51" W
13.84'
L711
N 12° 03' 39" W
29.59'
L712
N 50° 53' 05" E
59.60'
L713
N80°03'37"W
51.21'
L714
N 01 ° 07' 22" W
35.94'
L715
N 54° 28' 40" E
44.16'
L716
N 61 ° 10' 28" W
22.15'
L717
N 09° 31' 49" W
25.34'
L718
N 45° 28' 08" E
70.11'
L719
N 69° 49' 35" W
39.28'
L720
N 16° 39' 19" E
21.02'
L721
N75°15'35"W
14.61'
L722
N 16° 05' 10" W
10.77'
L723
N 42° 16' 26" E
6.32'
L724
N 07° 18' 32" W
75.00'
L725
N 36° 09' 32" E
19.38'
L726
N 73° 07' 41" W
6.61'
Lot
Area
Acres
151
5740.00
0.132
152
5740.00
0.132
153
5740.00
0.132
154
5740.00
0.132
155
5740.00
0.132
156
5740.00
0.132
157
5740.00
0.132
158
5740.00
0.132
159
5740.00
0.132
160
5740.00
0.132
161
5740.00
0.132
162
5740.00
0.132
163
5740.00
0.132
164
5740.00
0.132
165
5740.00
0.132
166
5740.00
0.132
167
5740.00
0.132
168
5740.00
0.132
169
6548.08
0.150
170
6687.78
0.154
171
6687.78
0.154
172
6687.78
0.154
173
6687.78
0.154
174
6687.78
0.154
175
6687.78
0.154
176
6687.78
0.154
177
6687.78
0.154
178
6687.78
0.154
179
6687.78
0.154
180
6687.80
0.154
LINE
BEARING
DISTANCE
L727
N 81° 25' 44" W
15.98'
L728
N 01 ° 38' 05" E
5.08'
L729
N 48° 03' 41" E
16.25'
L730
N 19° 46' 26" E
22.58'
L731
N 36° 29' 21" W
17.10'
L732
N 86° 12' 23" W
260.20'
L733
N 87° 18' 44" W
27.35'
L734
S 02° 22' 44" W
140.49'
L735
S 02° 26' 20" W
683.57'
L736
N 54° 42' 12" W
124.60'
L737
S 54° 35' 34" W
91.74'
L738
S 44° 34' 20" W
220.89'
L739
S 28° 47' 34" W
160.67'
L740
S 28° 47' 34" W
13.68'
L741
S 23° 51' 59" W
405.08'
L742
S 43° 06' 45" W
74.91'
L743
S 12° 44' 54" E
50.27'
L744
S 20° 44' 52" E
524.80'
L745
S 11 ° 14' 15" E
627.77'
L746
N 89° 07' 04" E
39.23'
L747
N 85° 18' 20" E
46.50'
L748
N81°56'51"E
45.09'
L749
N 77° 21' 16" E
69.97'
L750
N 71 ° 12' 40" E
89.05'
L751
N 66° 25' 50" E
43.69'
L752
N 22° 58' 42" W
37.42'
L753
N 39° 40' 30" W
284.66'
L754
S 50° 29' 43" W
78.52'
L755
S 50° 29' 47" W
3.88'
L756
S 50° 29' 43" W
263.03'
L757
S 39° 40' 30" E
282.51'
L758
N 01 ° 50' 32" E
45.00'
L759
S 88° 09' 28" E
22.50'
L760
N 01 ° 50' 32" E
32.60'
L761
N 86° 12' 34" W
77.10'
L762
N 01 ° 01' 02" E
354.32'
L763
N 11 ° 00' 09" E
37.70'
L764
S 88° 00' 05" W
38.61'
L765
N 01 ° 59' 44" E
20.25'
L766
N 26° 40' 21" W
115.33'
L767
S 50° 12' 10" W
3.36'
L768
S 50° 12' 10" W
156.24'
L769
S 50° 17' 13" W
116.06'
L770
S 48° 21' 35" W
21.94'
Lot
Area
Acres
181
6601.09
0.152
182
5740.00
0.132
183
5740.00
0.132
184
5740.00
0.132
185
5740.00
0.132
186
5740.00
0.132
187
5740.00
0.132
188
5740.00
0.132
189
5740.00
0.132
190
5740.00
0.132
191
5740.00
0.132
192
5655.40
0.130
193
6980.41
0.160
194
8604.36
0.198
195
8540.44
0.196
196
8656.90
0.199
197
8656.90
0.199
198
8656.90
0.199
199
11261.74
0.259
200
10459.35
0.240
201
9074.95
0.208
202
8195.61
0.188
203
7352.59
0.169
204
6509.57
0.149
205
5666.55
0.130
AMENITY
55479.27
1.274
COS1
699548.32
16.059
COS2
701310.87
16.100
COS3
194838.08
4.473
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
415.00'
39.48'
39.46'
S 20° 15' 10" E
C2
275.00'
26.16'
26.15'
N 20° 15' 10" W
C3
415.00'
61.87'
61.82'
S 13° 15' 23" E
C4
275.00'
41.00'
40.96'
N 13° 15' 23" W
C5
415.00'
61.87'
61.82'
S 04° 42' 51" E
C6
275.00'
41.00'
40.96'
N 04° 42' 51" W
C7
415.00'
61.87'
61.82'
S 03° 49' 41" W
C8
275.00'
41.00'
40.96'
N 03° 49' 41" E
C9
415.00'
61.87'
61.82'
S 12° 22' 14" W
C10
275.00'
41.00'
40.96'
N 12° 22' 14" E
C11
415.00'
61.87'
61.82'
S 20° 54' 46" W
C12
275.00'
41.00'
40.96'
N 20° 54' 46" E
C13
415.00'
61.87'
61.82'
S 29° 27' 18" W
C14
275.00'
41.00'
40.96'
N 29° 27' 18" E
C15
415.00'
61.87'
61.81'
S 37° 59' 50" W
C16
275.00'
41.00'
40.96'
N 37° 59' 50" E
C17
275.00'
23.32'
23.31'
N 44° 41' 51" E
C18
415.00'
35.19'
35.18'
S 44° 41' 51" W
C19
190.00'
29.99'
29.96'
S 72° 19' 43" W
C20
190.00'
9.01'
9.01'
S 66° 26' 52" W
C21
50.00'
38.59'
37.64'
S 21 ° 02' 57" W
C22
25.00'
21.03'
20.41'
S 23° 01' 54" W
C23
190.00'
44.09'
43.99'
N 83° 29' 57" E
C24
50.00'
41.00'
39.86'
S 66° 39' 16" W
C25
50.00'
41.00'
39.86'
N 66° 21' 43" W
C26
190.00'
155.80'
151.47'
S 66° 21' 43" E
C27
50.00'
41.00'
39.86'
N 19° 22' 50" W
C28
190.00'
155.80'
151.47'
S 19° 22' 50" E
C29
50.00'
41.00'
39.86'
N 27° 36' 03" E
C30
190.00'
146.11'
142.53'
S 26° 08' 23" W
C31
190.00'
53.28'
53.11'
S 56° 12' 11" W
C32
50.00'
38.59'
37.64'
N 73° 12' 14" E
C33
25.00'
21.03'
20.41'
N 71 ° 13' 17" E
C34
190.00'
41.83'
41.74'
S 70° 32' 38" W
C35
25.00'
39.27'
35.36'
N 02° 07' 35" E
C36
190.00'
41.83'
41.74'
S 66° 17' 28" E
C37
50.00'
38.59'
37.64'
N 68° 57' 03" W
C38
190.00'
53.28'
53.11'
S 51 ° 57' 01" E
C39
25.00'
21.03'
20.41'
N 66° 58' 06" W
C40
190.00'
146.11'
142.54'
S 21 ° 53' 10" E
C41
50.00'
41.00'
39.86'
N 23° 20' 50" W
C42
50.00'
41.00'
39.86'
N 23° 38' 07" E
C43
190.00'
155.80'
151.47'
S 23° 38' 07" W
C44
50.00'
41.00'
39.86'
N 70° 37' 04" E
C45
190.00'
155.80'
151.47'
S 70° 37' 04" W
C46
50.00'
41.00'
39.86'
S 62° 23' 59" E
C47
190.00'
146.11'
142.54'
N 63° 51' 39" W
C48
190.00'
53.28'
53.11'
N 33° 47' 49" W
C49
50.00'
38.59'
37.64'
S 16° 47' 46" E
C50
25.00'
21.03'
20.41'
S 18° 46' 43" E
C51
190.00'
41.83'
41.74'
N 19° 27' 22" W
C52
25.00'
39.27'
35.36'
S 87° 52' 25" E
C53
170.00'
12.84'
12.84'
S 44° 57' 44" W
C54
310.00'
23.42'
23.41'
N 44° 57' 44" E
C55
170.00'
33.54'
33.48'
S 37° 08' 47" W
C56
310.00'
61.16'
61.06'
N 37° 08' 47" E
C57
170.00'
33.54'
33.48'
S 25° 50' 35" W
C58
310.00'
61.16'
61.06'
N 25° 50' 35" E
C59
170.00'
33.54'
33.48'
S 14° 32' 22" W
C60
310.00'
61.16'
61.06'
N 14° 32' 22" E
C61
310.00'
38.12'
38.10'
N 05° 21' 54" E
C62
170.00'
20.90'
20.89'
S 05° 21' 54" W
C63
85.00'
26.01'
25.91'
S 06° 55' 31" E
C64
225.00'
68.86'
68.59'
N 06° 55' 31" W
C65
85.00'
27.85'
27.73'
S 25° 04' 47" E
C66
225.00'
73.72'
73.39'
N 25° 04' 47" W
C67
225.00'
20.45'
20.45'
N 37° 04' 14" W
C68
85.00'
7.73'
7.72'
S 37° 04' 14" E
C69
275.00'
2.30'
2.30'
S 39° 26' 08" E
C70
415.00'
3.47'
3.47'
N 39° 26' 08" W
C71
275.00'
41.00'
40.96'
S 34° 55' 30" E
C72
415.00'
61.87'
61.82'
N 34° 55' 30" W
C73
275.00'
41.00'
40.96'
S 26° 22' 58" E
C74
415.00'
122.33'
121.89'
N 22° 12' 33" W
C75
25.00'
39.27'
35.36'
S 43° 09' 28" E
C76
275.00'
114.97'
114.13'
S 10° 08' 05" E
C77
25.00'
39.27'
35.36'
N 46° 50' 32" E
C78
25.00'
39.27'
35.36'
S 46° 50' 32" W
C79
500.00'
7.99'
7.99'
N 05° 01' 19" E
C80
500.00'
23.75'
23.75'
N 03° 12' 11" E
C81
360.00'
22.86'
22.85'
S 03° 39' 40" W
C82
500.00'
25.96'
25.96'
N 10° 33' 57" E
C83
500.00'
31.40'
31.40'
N 07° 16' 45" E
C84
360.00'
41.30'
41.28'
S 08° 45' 59" W
C85
360.00'
41.30'
41.28'
S 15° 20' 23" W
C86
500.00'
4.53'
4.53'
N 18° 22' 00" E
C87
500.00'
39.40'
39.39'
N 15° 51' 00" E
C88
500.00'
13.44'
13.44'
N 12° 49' 23" E
C89
360.00'
41.30'
41.28'
S 21 ° 54' 46" W
C90
500.00'
22.49'
22.49'
N 23° 54' 38" E
C91
500.00'
34.87'
34.86'
N 20° 37' 26" E
C92
360.00'
41.30'
41.28'
S 28° 29' 09" W
C93
500.00'
1.06'
1.06'
N 31° 42' 42" E
C94
500.00'
39.40'
39.39'
N 29° 23' 37" E
C95
500.00'
16.90'
16.90'
N 26° 10' 04" E
C96
360.00'
41.30'
41.28'
S 35° 03' 32" W
C97
500.00'
19.02'
19.02'
N 37° 15' 19" E
C98
500.00'
38.34'
38.33'
N 33° 58' 08" E
C99
360.00'
41.30'
41.28'
S 41 ° 37' 55" W
C100
500.00'
36.99'
36.98'
N 42° 47' 57" E
C101
500.00'
20.37'
20.37'
N 39° 30' 46" E
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C102
360.00'
13.87'
13.87'
S 46° 01' 21" W
C103
500.00'
16.86'
16.86'
N 46° 09' 38" E
C104
500.00'
2.41'
2.41'
N 45° 03' 23" E
C105
25.00'
39.27'
35.36'
S 02° 07' 35" W
C106
25.00'
39.27'
35.36'
S 87° 52' 25" E
C107
640.00'
21.58'
21.58'
N 46° 09' 38" E
C108
640.00'
50.43'
50.41'
N 42° 56' 14" E
C109
640.00'
50.43'
50.41'
N 38° 25' 21" E
C110
640.00'
50.43'
50.41'
N 33° 54' 29" E
C111
640.00'
50.43'
50.41'
N 29° 23' 37" E
C112
640.00'
50.43'
50.41'
N 24° 52' 45" E
C113
640.00'
50.43'
50.41'
N 20° 21' 53" E
C114
640.00'
50.43'
50.41'
N 15° 51' 00" E
C115
640.00'
50.43'
50.41'
N 11° 20' 08" E
C116
640.00'
50.43'
50.41'
N 06° 49' 16" E
C117
640.00'
30.40'
30.40'
N 03° 12' 11" E
C118
25.00'
39.27'
35.36'
N 43° 09' 28" W
C119
830.00'
40.34'
40.33'
N 03° 14' 04" E
C120
690.00'
33.53'
33.53'
S 03° 14' 04" W
C121
830.00'
52.17'
52.16'
N 06° 25' 39" E
C122
690.00'
43.37'
43.36'
S 06° 25' 39" W
C123
830.00'
52.17'
52.16'
N 10° 01' 44" E
C124
690.00'
43.37'
43.36'
S 10° 01' 44" W
C125
830.00'
52.17'
52.16'
N 13° 37' 48" E
C126
690.00'
43.37'
43.36'
S 13° 37' 48" W
C127
830.00'
52.17'
52.16'
N 17° 13' 53" E
C128
690.00'
43.37'
43.36'
S 17° 13' 53" W
C129
830.00'
52.17'
52.16'
N 20° 49' 58" E
C130
690.00'
43.37'
43.36'
S 20° 49' 58" W
C131
830.00'
52.17'
52.16'
N 24° 26' 03" E
C132
690.00'
43.37'
43.36'
S 24° 26' 03" W
C133
830.00'
52.17'
52.16'
N 28° 02' 08" E
C134
690.00'
43.37'
43.36'
S 28° 02' 08" W
C135
830.00'
52.17'
52.16'
N 31° 38' 12" E
C136
690.00'
43.37'
43.36'
S 31° 38' 12" W
C137
830.00'
52.17'
52.16'
N 35° 14' 17" E
C138
690.00'
43.37'
43.36'
S 35° 14' 17" W
C139
830.00'
52.17'
52.16'
N 38° 50' 22" E
C140
690.00'
43.37'
43.36'
S 38° 50' 22" W
C141
830.00'
52.17'
52.16'
N 42° 26' 27" E
C142
690.00'
43.37'
43.36'
S 42° 26' 27" W
C143
690.00'
34.74'
34.74'
S 45° 41' 02" W
C144
830.00'
41.79'
41.79'
N 45° 41' 02" E
C145
225.00'
78.02'
77.63'
S 37° 11' 31" W
C146
225.00'
78.99'
78.58'
S 17° 12' 02" W
C147
225.00'
95.57'
94.86'
S 05° 01' 30" E
C148
225.00'
22.71'
22.71'
S 20° 05' 09" E
C149
25.00'
39.27'
35.36'
N 87° 52' 25" W
C150
25.00'
39.27'
35.36'
N 02° 07' 35" E
04/27/2022
Z
<1-
-0
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
SITE DETAILS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
DESCRIPTION
O
z
Sheet No:
C206

r
-
L Irt-
1
_I
I
I
Ldi:
I-t
BEM(
I
I
MIN.
EXPO
CHAP
LAND
EDGE
VE
VE
PAVE
PASSLOF
PER
MR
L
CBU
OUTLIVE
CBU PEDESTAL
MIN. 5.5X .500 MIN.
4X 4.00 MIN.
3'
4X 4.00
8.00 MIN.
HAI
MIEN
M FINISH
5.5X 0.50 ANCHOR
BOLTS.
FER EDGES IN
SCOPE AREAS , TOOL
S FLUSH WITH
NING SURFACES IN
AREAS.
E SURFACE .25 INCH
FOOT ON ALL SIDES
DRAINAGE
BUTYL RUBBER PAD
(Wml METAL PEDESTAL ONLY)
MATCH EXISTING GRADE IN
PAVED AREAS
SLOPE SURFACE .25 INCH PER FOOT
ON ALL SIDES FOR DRAINAGE
4 RODS ON 14.00 CENTERS MAXIMUM.
EA. WAY
OPTIONAL COMPACT
GRAVEL OR CRUSHED
STONE OMDT WHERE
SOUD K OCCURS).
MAX. FROST DEPTH
FIRM UNDISTURBED
SOIL OR WELL
COMPACTED SOIL
1. CONCRETE SHALL HAVE A COMPRESSNE STRENGTH OF 3,000 PSI O 28 DAYS, CONTAIN 4%
INN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITII A 3.50 - 4.50 SLUMP IN
ACCORDANCE WITH ACI 301
2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615, GRADE 60.
3. EXPANSION BOLTS SHALL BE EQUIVALENT 1O THE FOLLOWING PROVIDERS
a. HILTI KWIK BOLT (www.us.hiB.com) II-1/2" DIAMETER x 5-1/2"
OVERALL LENGTH
GALVANIZED, CATALOG /: 000-453-696
KB II 12-512, STAINLESS STEEL; CATALOG /: 000-454-744
ENSURE THAT THE MIN. EMBEDMENT IN CONCRETE IS AT LEAST 3-1/2'.
b. MY RAMSET REDHEAD TRUBOLT (www.ranrest-rsdhsad.com)
GALVANIZED, 1/2" DIAMETER x 7 OVERALL LENGTH; CATALOG
NUMBER: WS-1270G
ENSURE THAT THE MIN. EMBEDMENT IN CONCRETE IS AT LEAST
C. RAWL STUD (www.rawl.com)
GALVANIZED. 1/2" DIAIA x 5-1/2" OVERALL LENGTH; CATALOG
NUMBER: 7724
ENSURE THAT THE MIN. EMBEDMENT IN CONCRETE IS AT LEAST
4".
4 A 3 CBU CONF1URATION IS DEPICTED. A 2 0R 4 CBU CONFIGURATION MAY BE USED AS LONG
AS THEY ARE ARRANGED IN GROUPS SUCH THAT THE OVERALL DIMENSION OF THE CONCRETE
BASE DOES NOT EXCEED 16 FEET.
Detail: CLUSTER BOX UNIT (CBU) INSTALLATION -
MULTIPLE UNIT
Fac. ICh.'Sect. 'Para. 'Detail
G 1 - 2 - 0 e1
CAD File:
..�UIB j36/�8try/81�/0I-2-091
Scale: 1 / 1 "
USPS SDL Issued: 10 i/2016
Last Revised: 10/27/2016
1/2" r-0"
�I►
V -,
I
STANDARD DETAIL LIBRARY
- 5'SY --
- 10' DUE -
N
L
LOT 54
5' SY
140.00'
INOT133 TO AVE:
1. OF T'H ;E ACC O®LE -*)UTE EOM -i ;E CBU(s) .*G`➢ E= W i A STREET OR •TH
P SHOULD BE ONSTALIED ON ACCORD -,,ICE W
CAL CURB, A CURB
PA\/ ] I
SURFACE AT
RE-4 REQUIREMENTS.
NOTE: TURNING SPACE MAY BE ON
PUBUC WALKWAY IF THE WALKWAY
CONFORMS TO THE SLOPE
REQUIREMENTS (MAXIMUM 2% SLOPE).
CBU MULTIPLE UNIT -
SEE DETAIL G1-2-001
CBU OUTUNE
T-0'
CLEAR REQUIRED 4'.O'(AINJ
5.0% MAX.
RUNNING SLOPE
2.0% MAX.
CROSS SLOPE
_ 15'
r Fl VERI
0 CBU O I c
0 0-tea
I_ I /, \\
O CBU Oi I
0 O�
1__4
0
01 CBU 0
0 0
L__I
-r
CHAMFER EDGES IN LANDSCAPE AREAS,
TOOL EDGES FLUSH WITH ADJOINING
SURFACES IN PAVED AREAS.
FONAL CONNECTOR-
o�/ MINIMUM 4" WIDE
5-4' MN.
}" EXP. JOINT WTTH
PRE -MOLDED FILLER
G"X6' THICKENED SLAB EDGE (TYP.)
SAWN CONTROL JOINT CENTERED
ON CBU FOUNDATION
5' DIAMETER CIRCULAR TURNING SPACE
COLD JOINT
SLOPE SURFACE MINIMUM 1% FOR DRAINAGE,
MAXIMUM SCOPE SHALL NOT EXCEED 2%
SAWN CONTROL JOINT
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF
3,000 PSI 0 28 DAYS, CONTAIN 4% MIN.- 6% MAX.
AIR ENTRAINMENT AND BE PLACED WITH A 3.50-4.50
SLUMP IN ACCORDANCE WITH ACI 301
2. ACCESSIBILITY PAD TO BE LEVEL WITH CBU FOUNDATION
3. CONNECT ACCESSIBILITY PAD TO EXISTING PAVED
PEDESTRIAN SURFACE (PREFERRED) OR PUBUC STREET.
4. REINFORCE AU. SLABS WITH 6X6 W1.4 X W1.4 WWF
5. PROVIDE LIGHT BROOM FINISH
Paved Pedestrian Surface (if avalable) or Pubic Street
- 10' DUE -
Detail: CLUSTER BOX UNIT (CBU) ACCESS
MANUVERING SPACE - MULTIPLE UNIT
Fac. ICh. (Sect. IPara. 'Detail
G1-2-0e3
CAD F:t w 7\ A0I-i 0eacts g
Scale: 1/4'4-0' 1 /2" 1 "
USPS SDL Issued: 10 1 2016
Last Revised: 7 1 /2016
STANDARD DETAL LIBRARY
PROPOSED 50' PUBLIC R/W
2'-6" RESIDENTIAL CURB & GUTTER
NOTES:
1. ALTERNATIVE CUL-DE-SAC DESIGNS, INCLUDING ISLANDS
SHALL BE SUBMITTED TO THE DIRECTOR OF ENGINEERING
FOR REVIEW AND APPROVAL. ANY ALTERNATIVE MUST MEET
THE TURNING REQUIREMENTS OF SERVICE VEHICLES.
2. PAVEMENT SECTION SHALL CONFORM WITH THE
DESIGN REQUIREMENTS FOR COMMERCIAL OR
RESIDENTIAL STREETS.
3. THE CROWN FOR PAVEMENT SHALL BE 3/S" PER FT
FROM THE CENTER OF THE CUL-DE-SAC.
4_ NO PARKING ALLOWED_
STREET CLASSIFICATION
PR
RWR
BOCR
COMMERCIAL
42'
52'
35'
RESIDENTIAL
38'
50'
2C'
MATCH SIDEWALK
MOTH
TYPICAL RESIDENTIAL CUL-DE-SAC DETAIL
(NTS)
NOTE:
DESIGNER MUST CONSIDER
AND ALLOW FOR DRAINAGE
OF THE TURNAROUND
U
O
1
U
R/W VARIES
MATCH
STREET WIDTH
80' BOC-BOC
RIGHT OF WAY
1 �5' RADIUS
9 5'
POSTED "NO PARKING"
STANDARD RESIDENTIAL
T-TURNAROUND (PERMANENT)
3:1 CUT MAX
3:1 FILL MAX
1'-6"
(MIN)
VARIABLE
11'-6" (MIN)
25' 0" (MIN)
OW
* 2' • A•' CURB & GLITTER
5Mp TFIEATUEIrr
Standard Con€reie
Eitch Sid. 850.01
I ;RipR„ap or M011ing]
I I*
FO'
MEEaF RIMAIENT
Eat FA iella1f
mama MID
LW
SIGHT 111ANGLE
re+'f, mil. QR ,L5
D*Cr' IT DIM ENO..
PAYININT
OP PAVISATIN1
NOTE: Drainage Dements may be required to accomodate drainage beyond 'he right-of-way,
RECOMMENDED ROAD CONNECTION
WITH CURD AND GUTTER
*SEE ISLAND DETAIL IF AN INTERIOR
ISLAND IS TO BE INSTALLED
FIGURE 5
RECOMMENDED ROAD CONNECTION WITH CURB & GUTTER
(NTS)
50' R/W (MINIMUM)
t
(MIN) (MIN)
5'-0" 5'-0„
4' CONCRETE SIDEWALK
ASPHALT TACK COAT
2'-6"
13'-6"
SURFACE COURSE
1-1/2" S9.5A
INTERMEDIATE COURSE
1-1 /2" S9.5A, S9.5B
BASE COURSE
8" COMPACTED ABC STONE
SUBGRADE
COMPACTED SUBGRADE
TYPICAL PAVEMENT SECTION
(MIN)
11'-0"
13'-6"
(MIN)
11'-0"
25' 0" (MIN)
SLOPE 3/8" PER FT.
LOCAL RESIDENTIAL STREET
2'-6"
VARIABLE
11'-6" (MIN)
(MIN) (MIN)
5'-0" 5'-0"
1/4" PER FT.
4' CONCRETE SIDEWALK
4" COMPACTED ABC STONE
UNDER CURB MINIMUM
1'-6"
(MIN)
3:1 CUT MAX
3:1 FILL MAX
04/27/2022
Z
<1-
-0
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
SITE DETAILS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
DESCRIPTION
O
z
Sheet No:
TYPICAL SINGLE FAMILY RESIDENTIAL LOT
(NTS)
LOCAL RESIDENTIAL STREET TYPICAL SECTION
(NTS)
C207

GENERAL ROTES:
AND OD
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C.
2" WEEP HOLES GENERAL NOTES:
YT�
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C.
GENERAL NOTES:
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
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04/27/2022
BACK OF
CURB SEEN97D. NO?E840. 03 USE CLASS "8" CONCRETE THROUGHOUT.
X PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
r1P ELEVAT rN OPTIONAL CONSTRUCTION MONOLITHIC POUR, 2" KEYWAY, OR H4 BAR DOWELS AT
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS:
P, o
,
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
115E CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-G" IN DEPTH WITH STEPS 72"
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
Ail OPTIONAL CONSTRUCTION -MONOLITHIC POUR 2" KEYWAY 06 N4 BAR DOWELS AT
6"
I 6" 840.35, 840.36 AND 840.41.
1" MIN.
* INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE
Y
v•:P :-.•c,
Y o
i
12" CENTERS AS DIRECTED BY THE ENGINEER.
`�
o
;•
CLR.(TYP)
SECTION VIEWS
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
;.: WE
--
■
L
EI r+�+ I
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
'. 1" MIN.
* USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
x
12'• CENTERS AS DIRECTED 8Y THE ENGINEER,
X
m.�
---
0o
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, Apo TO SLAB
AS SHOWN ON 570. Np. 840.00•
'•I
CLR.(TYP)
OPTIONAL JOINT
DETAILS * USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
P I
o
4x4 W4xW4
ON-CENTERS
TO FABRIC)
(HORIZ.*
VERT.1926.704.
)
(USE WITH
4' X 4' & LARGER
WELDED WIRE FABRIC (WWF).
DEPTHTOTOPOFBOTTOMSLABTO15'-.FOR
* PLACE LIFTHOLESOR PINSINACCORDANCE WITHOSHATANDARD
ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
UNLESS ALLOWED BY DETAIL IN PLANS.
*
-IMNTCHING.WWF6
_WWF(AP
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB
0#5REBARS@12"*IMITMAXIMUM
iSrE:ECNITDI:DIRiEC8i
0. 25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
®
} 6"
B
x
USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED.
- ____
6"
8'-0" IH HEIGHr DR LESS USE g" WALLS RHD BOTTOM SLAB. OVER-
�3OWWTITIfiS
TD 1G'-0" IN HEIGHT USE 8" WALLS ANO BOT7pM SLAB. ROJUST&
ACCORQINOLY.
m
iW
� CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED 6Y THE ENGINEER.
PLAN
SEE CHAMFER ALL EXPOSED CORNERS 1".
POROUSFABRICBAGIOR WRAP, ATEACHWEEP HOLECOROAS DIRECTED88YSTHHEEENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
•P•
•°
DRAINAGE STRUCTURES
'L'
PRECAST ALL ELEMENTS TO MEET ASTM C913.
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
x
g•
SECTION X-X
NOTE
DRAWING NOT TO SCALE.
PLAN
-
VIEW OF BASE
TYPICAL) - BARS WITH
1'-6" LEGS
UNIT
* OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ROADWAY STANDARD DRAWING FOR
CONCRETE CATCH BASIN
12" THRU 54" PIPE
ROADWAY STANDARD DRAWING FOR
CONCRETE DROP INLET
12" THRU 30" PIPE
ROADWAY STANDARD DRAWING FOR
TRAFFIC BEARING PRECAST
DRAINAGE STRUCTURE
TOP ELEVATION
Y
PLAN
DRAWING NOT TO SCALE.
6" L' OR 'W'
6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
����
FRAME GRATE
TOP ELEVATION
AND HOOD
WITH
GRATE
&FRAME REMOVED
THE SAME MIN. AREA OF STEEL IS PROVIDED.
,I1��.�
SEE STD. NO.
840.03 STEPS - STD. ND. 840. 86 STEPS - STD. N0. 840•06
MIN.
MIN.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
g"
#4 REBARS @
6" CENTERS
EACH WAYC.;"'~
-.•_I
=
a
'f
#4 REBARS @a
6CENTERS
EACH WAY ��
w
*STANDARD SPECIFICATIONS.
LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
TO 6'-O" X 6'-0"
_ * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
TOF ELEVATION
•I`�1
ERICK COPING(INCI0ENTAL)•
1111111�
S- � �LE__� m
v
Ij
TOP ELEVATION
1
e
�
r
�
o
LOCATED IN
CENTER THIRD TYPICAL
PRECAST
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
IS GREATER.
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
*
STD. 840.16 FRAME v�
8 GRATE
'• r171-
• L
.L J.
m '•':'v �:a• =°:'r .,•
=°.
. ••
'
A
6••
[ #4 BAR
�-
OF WALL
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
C
B"
-
RISER
SECTION
g"
6
SECTION Y-Y
8'
,
-
DWG. 840.34 FOR MANHOLE INSTALLATION.
PRECAST
RISER PLAN
=
.......
I
'
RISER HT.
VARIES -
p JJJ
��
D
- -'
►_••
Iii-rdlw
0
Ir
�.-.1
�8
2N5BARSEACH
OF OPENING FULL
°
SIDEi
SPAN
6" L' 6 "
o
MIL
i
-
�j► _
T"
SECTION J
`
-
.1-
rj
1 MIN. CLEAR
MIN •
MIN •
'
DOWEL
SEE NOTE
WHERE 30" TO 36" PIPE IS USED
I
SECTION III-IK
'� SEE
NOTE
SECTION
DDIYEL[3EE NOTE] MAX, PIPE THIS SIDE
X-X SECTION Y-Y
RISER HT. WHERE 30"
TO
98"
PIPE IS USED
WHERE 42" TO 54" PIPE IS USED
I
'L' OR
'W' + 2 WALLS
i 1" MIN. CLR.
•.'
-
STEPS -
=
3
'
#4 REBARS
6" CENTERS
=
a'
.,°
'•�
o
4x4 W4xW4
WWF WWF
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JORD,
GRAN
IG • SURVEYING •
RANT & ASSOCIA"
)N RD, STATESVIL
\NT@JORDAN-GfL
704-928-7919
FIRM # P-1227
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
o ` ■
!�
■ a
I (LAP
I 6" ONTO FABRIC)
-
p
Q
H
m
. •
:.6' :.
•.
p:.• p':
,
M
a'v'._'6'-
°'
°
M
DIMENSIONS OF BOX &PIPE
CUBIC YARDS
DEDUCTIONS FOR
'61
B
B�.a
,•
p[
;0:'
;0•' ;v•
5 -T
+�
?I
A
1
,
>
Q
•
•.
PIPE
SPAN
WIDTH
MIN, H016110
CONC. IN BOx
ONE PIPE
A
•1
I-
1
2 #5 BARS @
OPENING 1"
o-
#5 REBARS 12"
.0'.' �•
'•� '.' 0 '
.0'.' �• .0'•
'.' 0 '
0
A
B
H
B TT
0
SLAB
WALL PER
FT. H7.
TOFRt
N°u Hiuw
,�
C.M.
R.C.
�.,,.'
F
•t,.`.,'_"�
•':°A a
I
-,I
m
06
11
CLEAR (SEE NOTES)
CENTERS•
p.
; p,• 1
:
p••,•
•
:
12"
3'-0'•
2'-0'•
2'-0"
0.222
D.222
0.592
0.015
O.D20
,_�
•,
-n1
LOCATE OPENING
z
TYPICAL
SECTION
.,
P•..', o •:. p•..', o ,:: v
'0•
v• ••
'q• '
•0• ••• v•
•••
15"
2'-3'�
O.fi48
❑.G23
0.036
WHERE 42"
TO
54"
PIPE IS USED
-'
0 o
'.. - -o .- •'..
n
'- a•.- •'-.
.
-°r;�.. ;v.,.-...v�.
-v ;,P „ a :_e ;,-p
::
q -
'
AS REQUIRED
(SEE Mores)
'L'
om
TOP
SLAB TYPICAL SECTION
Z
: p.
o.
-
18"
2'-6"
f
f
0.709
0.033
0.049
DETAIL
SHOWING
METHOD
24`
3' -D"
0.814
0.059
0.085
OF RISER
CONSTRUCTION
PLAN
SHEET 1 OF 1
SHEET 1 OF 1
SHEET 1 OF 2
6
6"
10
5
30"
3'-0"
2•-0"
3%6"
0.222
0.222
0.925
0.092
0.127
MIN.
PLAN TOP SLAB
MIN.
OF BASE UNIT
ISOMETRIC
VIEW
PLAN
840.46
840.02
840.14
5
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C.
- 1, rr
3'-6
"
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C.
1-181 STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C.
GENERAL
NOTES
2'-0"
D
W
T
As
VSE
4000 PSI MINIMUM COMPRESSIVE
STRENGTH CONCRETE.
EXPANSION JOINTS
INTERNAL
MIN.
NIN.
MIN. CIRCUMFERENTIAL
j'-71Gi$:r
1 "
1r-7"
DEPRESSION
'N
ro
Hr�
15/$'�
i,�
1 r�'r
�{�
r�
I
1 %$"
H
G
r
USE
ASTM A615 GRADE 60 REINFORCING
STEEL. USE ASTM A1064
CONCENTRIC
DIAMETER
WALL
TOP/BOTTOM
AREA OF STEEL
6
E�
_
4'-6" _
4'-8"
-I
WELDED
FABRICATE,
ACCORDANCE
WIRE FABRIC [WWF).
ASSEMBLE AND DESIGN
WITH AASHTO M199-
PRECAST MANHOLE COMPONENTS
CONE SECTION
(FT.)
THICKNESS
[IN.]
SLAB
THICKNESS
(IN.)
PER VERTICAL FT.
(S0. IN.)
I
#4 BARS "V"
g„
6,.
STD. 840.03
FRAME,
E UAL P E
6 j000
iI
3„i1
[71L,2"ill1Y2('GRATE
ASSEMBLE
RISER AND GRADE RINGS
WITH THE STEPS SPACED 12"
4
4
6
0.12
�y+
E
I
E
`�
IIIIIIIIIIIIIII
_
��
FROM
THE TOP TO THE BOTTOM OF THE
MANHOLE.
-
5
5
8
❑ 15
\
N
=w
I
1
_{
•
_{
♦
IIIIIIIIIIIIIII
T
WHERE
THE MANHOLE IS EXPOSED TO
ROAD TRAFFIC, CONSTRUCT
6
6
8
❑ .18
m
_
_�
T •
_ _-.
_ - _ - 1 -
_ - _
- _ -T
THE
TOP OF THE MANHOLE FLUSH WITH
THE GROUND AND A MINIMUM
R
�IIII
M
R
'
w
I-`
_
'
'
I
LIMIT
BOTTOM
DEPTH OF FILL TO 30'-0' FROM
SLAB.
FINISH GRADE TO TOP OF
ALTERNATE CONE SECTION
2 -O
I
SECTION
w
G - G M
H
I
THE
MIN. SLAB THICKNESS `T' IS THE
DIMENSION OF THE
GRADE
RING
ROADWAY STANDARD DRAWING FOR
DROP INLET FRAME AND GRATES
FOR USE WITH STD. DWG.S 840.14 AND 840.15
ROADWAY STANDARD ❑RAWING FOR
PRECAST MANHOLE 4', 5' AND 6' DIAMETER
12" THRU 48" PIPE
ROADWAY STANDARD DRAWING FOR
CONCRETE CATCH BASIN
12" THRU 54" PIPE
THINNEST
PORTION OF THE TOP/SOTTOM
SLAB.
ECCENTRIC CONE
ra
MIN. AREA OF STEEL
IS 0.07 1n.2
11111
�'
3'
m
GRADES
USE ON
2iI RAND
ELEV.
VNDER
EXPANSION
JOINT
in�
1+-41,2"
• c
1,�
1'_4r2"I
F 4
{
PLAN O F FRAME
• TOP
A DISTINGUISHABLE
MAT OF REINFORCEMENT MAY
TOP AND BOTTOM.
8E NEGLECTED IF TOP SLAB HAS
MAX. PA IN
I
-
PROD. NO: 20210217
CHECKED BY: MIG
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
1r-78�
i'-7�'8
CAST IRON
I
1
GVTTER
'0' + 2
'W' LOINCATE MIDDLELL THIRDNOFRWAµLNT
-
OF CIRCUM. R!F
■
S
J
3•-0"1
iy g� ���n
��DEPRESSED
LINE
PLAN OF
GRATING
PLAN OF TOP
SLAB SECTION
S•S
EXPANSION
JOINTLI
�--
I
M
.RAJ& ANO PATES
STD. NO.
N
ELEVATION
AAFF14 BP-MINO
eeo-a7
I
1" MIN-
ADDITIONAL
AD ITION
-
2' _ 31 "
CAST
IRON
1
CLR.
6" 1
"V"
TE
#8 "W'• BARS
64
BAR
NORMAL
USE
ON GRADES
CURB
AND
AVER
COTTER
EXPANSION
2$
ON LIGHT
JOINT
TOP
ELEV.
GRADES
NORMAL
1 6n
GUTTER
LINE
kOkT1UFF SC HEARING:
aw.xx
111
{� „
,A r
1,
aw.za---•-�
STEP STD.
ew•za
N0. 640.6fi
49
0s043
1 ' MIN USE
MIN. AREA OF STEEL IN TOP -
ew.aa
T'
CLR.
J+� (CIRCUMFERENTIAL
y}
SLAB
EACHWAYIEACH
TOP SLAB-------_
OF #4'S @ 8" CIS.
FACE ",
-
_
_ _ ---■
REINFORCEMENT)
LONGITVDINAL
®A
` i
.,
Ytl
1 "
3'-3"
�'G'r'
,rFLAT
1 1 "+
+ +�
2 '3'
Y$+'
1"
4 BAR
ADDITIONAL #4 EACH
SIDE OF OPENING
[1"
ADDITIONAL #4 EACH
SIDE OF OPENING RISER
REINFORCEMENT
�
'-
i
-
- _
I
DEPRESSED GUTTER
LINE
10"
g�_p'� I
CLEAR OF BOTTOM
PLACE BARS DIAGONRL
TO CORNERS [TYP.]
FACE
(1"
OF BOTTOM FACE)
,
--
I+CLEAR
1 �g �
.� -
2"
+`
+r 111'
"U
� �
EXPANSION
JOINT
1 -0"
� i I
r
MAX.
�
4 BARS
DOWEL
H=-•i
ELEVATION
�r
4 4
.N
_
ry� �� „
N.,,r
1/8n
r'
f
FRAME & GRATE �r
r
SEE STD. 640.54
FOR MANHOLE
-M'
t
BASE
SECTION R-R
NORMAL
CURB AND
GUTTER
ON STEEP
GRADES
SECTION
H - H
,
3-2
„
I
y
'1'4
DRAWN BY: JWE
DATE OF SURVEY: 08/05/21
2 -2
1
j
MINIMUM
DIMENSIONS AND QUANTITIES
FOR
CONCRETE
CATCH BASIH(BASED
ON MIN.
HEIGHT,
H, WITH
NO RISER)
•
+
DIMENSIONS OF BOX AND
PIPE
COVER
CV.YDS. CONC.
IN
BOX
DEDVCTIOH3
jj
v
%I -:I
- - - - 1
+ �• JL - -11
I 11` 1
11.7 - JL - -11
7
/
1
!
- RING AND COVER
. 1 - a
rI1i lit
+ /[
,
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
DIMENSION
OARS-U
BARS-V
BARS•W
TOTAL
70P
BOTTOM
for.
am.
ONE PIPE
1
2 i$"-
3r-1�6
rr
_
N
-[ 21 ,
r /S
N
�'-I'�'§r'
-
.
N
j
M1j y
I
-
�'
p
A
6
C
3
H
E
F
Np.
LENGTH
N0.
LENGTH
N0.
EEHGTH
LBS.
SLAB
SLAB
nE]"ONE,
H
C.M.
R.C.
7� = JL _ }1
I _ rL _. _II
h,
i
1
7
1
I
Ft���((
kFi 7"r
'
,•T';; o-•;,.- ,•.
.:.•.
:•. •;,•P
15"
3'-0"
2'-2"
0.235
0.829
0.023
0.03fi
'�-'-6:,
r "
2 -�
18"
$'-0"
2'-2"
3'-3•'
0.235
0.887
0.033
0.049
'1
■ 11- - r - -I
7
1
7
�a•r..
USE MIN. AREA
OF
STEEL
0.235
1.OD1
0.059
O.OB5
I
■
-
- -
r
f
■
■
- -
~
4
-
TYPICAL
IN BASE SLAB
C.12 1N2 PER
FOOT EACH WAY
MANHOLE
OF
LINEAR
SECTION
30"
3'-0"
2'-2"
3'-4"
4'-3"
1' 2"
4'-0"
4
1'_5"
2
3'-9"
3
3'-9"
39
0.123
0.321
1.433
0.092
0.127
SECTION
E - E
SECTION F- F
36"
3'•0"
21-2"
3'•10"
4'-9"
1'•8"
4•-0"
4
1' 11"
3
31-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
4'-5'•
5'4•
1'-5
31-2"
4
1'-8'•
2
21-11"
3
2•-11"
32
0.112
0.818
1.735
0.180
0.243
-08"
3'•0"
2'-2"
5'•0"
5'-9'•
21•0"
8% 2"
4
2' 3"
I.
21•11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
sa'
s'•O"
z'-z"
5'•7'•
6%3"
21•7"
3•-2"
4
2'-10"
5
2'•11"
3
2'-11"
41
0.780
0.386
2.367
0.297
0.401
SHEET 1 OF 1
SHEET 2 OF 2
SHEET1 1 OF 1
GRATED INLET OPTION
MANHOLE
OPTION
"
RISER
HAS .228
CUBIC
YARDS
OF
CONCRETE
PER
FOOT
HEIGHT
1-181 STATE OF 00
NORTH CAROLINA 41
C
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS N
RALEIGH, N.C. R7
1-181 STATE OF CD
NORTH CAROLINA o
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS p
RALEIGH, N.C. n)
1 -181 STATE OF co
NORTH CAROLINA
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS
RALEIGH, N.C. Cs
43"
NOTE: USE TYPE "E",
"F" AND
"G"
GRATE
r,
.,
6"
'L'
fi" 6" 'W'
-
6"
SOLID COVER SHOWN
IF SPECIFIED.
STATE USE OF
{I.E.: SEWER,
PERFORATED.
SYSTEM ON COVER
STORM DRAIN,
ELECTRICAL}
PERFORATED AVAILABLE
i
Ra
:-''
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
OWNER
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
-co.-.
1 W CLR. TYP.
I. #4 REBARS
i
I
I
3
';
m
¢
m
o
m
a
► #4 REBARS
; •
3"
:;
m
¢
.
o THE
CO
PANELS
PATTERN
KNOCK
OF THE
OUT
ARE SHOWN
._Q:
o .'.•.•...
'
4...., %-
a. '-,•''
°
.•' P.' 4
o
UNLESS OTHERWISE
NOTED.
P
�
P
r.
o
�
A
L
. -
TOP OF COVER
p
A B?
L
//1101;:?
�AA�
B
B
EGACY
T
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21s"I
I
I..
2
-'1�1.
-
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N
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ILLUSTRATIVE
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ONLY.
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rtii�
`1
SECTION
LL
SECTION
1,■
A
1
A
m
+ II
+
ALIGN FRAME WITH
INSIDE
1,$
#5 REBARS 12")
CENTERSJTYP.
`
-
i #5 REBARS i :
12'CENTER$
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ROADWAY STANDARD DRAWING FOR
FRAME, GRATES, AND HOOD
FOR USE ON STANDARD CATCH BASIN
ROADWAY STANDARD DRAWING FOR
MANHOLE FRAME AND COVER
ROADWAY STANDARD DRAWING FOR
PRECAST DRAINAGE STRUCTURE
(SOLID AND WAFFLE WALL)
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SECTION 'B B'
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-
PLAN OF COVER
FRAME,GRATE,
B y
PLAN .1
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ISOMETRIC
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WALL PLAN
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MINIMUM WEIGHTS LBS.
FRAME 160
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1142
F 12"
31
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SECTION A -A
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SECTION - KK -
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SECTION
-
RR
SHEET 1 OF 2
SHEET 1 OF 2
SHEET 1 OF 1
1 '
SECTION 'C-CO aD
SECTION 'D-DI ov
SOLID WALL
ISOMETRIC
VIEW
1-181 STATE OF C
NORTH CAROLINA o
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS 0
RALEIGH, N.C. G1
1-181 STATE OF co
NORTH CAROLINA C
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS •
RALEIGH, N.C. (y1
1-181 STATE OF Ca
NORTH CAROLINA O
DEPT. OF TRANSPORTATION
❑IVISION OF HIGHWAYS 0
RALEIGH, N.C. Pa
MAP REVISIONS:
CO
>-
CO23/4"
HOOD
ELEVATION
GENERAL NOTES:
NOTES:
INSTALL ALL STEPS PROTRUDING
STEPS DIFFERING IN DIMENSIONS,
THE ENGINEER WITH DETAILS
4" FROM INSIDE FACE
CONFIGURATION, OR
OF THE PROPOSED STEPS
OF STRUCTURE WALL,
MATERIALS FROM THOSE SHOWN MAY ALSO
AND HAS RECEIVED WRITTEN APPROVAL
BE USED PROVIDED THE
FROM THE ENGINEER FOR
CONTRACTOR
THE
HAS FURNISHED
USE OF SUCH STEPS.
OPENING SHALL
BE
'L ' OR 'W'
+ 1'-0"
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
STANDARDS: 840.02, 840.04, 840.05, 840.13,
840.14, 840.15, 840.17, 840.18, 840.19, 840.26,
LOCATED AS
REQUIRED
•
s
N
•840.01,
•
0
#4 REBARS
k CENTERS
co
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2'-114$"
i7r2"
B�_
IL
3�',
REVISED PER COMMENTS
DESCRIPTION
840.27, 840.28, 840.31, 840.32 AND 840.41.
Ili
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TYPE "G" TYPE "E" TYPE "F"
A
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A
1 +
37/8"
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
1"
1
,
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Q
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FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
* DO NOT PLACE PRECAST DRAINAGE STRUCTURES
STEPS
-
#5 BARS
@ OPENING
SECTION
7 1
C-C
1 T 1
�_
-
WATER FLOW -- SAG - WATER FLOW - -
.,,,,,-N-F,,,,%.,,,,,,\.,,.,.,,.
-
-9 '8"
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
* USE 4000 PSI CONCRETE. C
BARS
@SOPENING
_
C
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
Al-7.°
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
1
Bar
ILO=.1
144"
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
•o.- ,
:'o en:• ,
B'
6" MIN.:
ROADWAY STANDARD DRAWING FOR
PRECAST DRAINAGE STRUCTURE
(GENERAL NOTES AND DETAILS)
ROADWAY STANDARD DRAWING FOR
FRAME, GRATES, AND HOOD
FOR USE ON STANDARD CATCH BASIN
ROADWAY STANDARD DRAWING FOR
DRAINAGE STRUCTURE STEPS
■I=
■
1`8.8 _I
I
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(�
11'r 513"
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
„
TO 15 -0 .
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6"
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=
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PLAN
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SECTION
B-B
OSHA STANDARD 1926.704.
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
PLAN
TOP SLAB
o
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p: ;. o
ELEVATION
T
1�4 1
rB I III:I
11111i1;111 B "4
1 i
2/4'
L
X
N
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
SO THAT PIPES ENTER THROUGH THE
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
-
b o .,
° •o••°
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WATER
FLOW - SAG - WATER FLOW --
SECTION
A -A
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CORNER
CUT
DETAIL
1 1 ,
1'-D„
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF
,
(SOLID
WALL
BOX)
CAST IRON
CAST IRON
TYPE "F" TYPE, "E" TYPE "G"
TYPE
- E
ELEVATION
ELEVATION
WALL IS PROVIDED ABOVE THE HOLE,
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
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6"
'L' OR 'W'
6"
C\1
CV
N
N
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-
,
P
RAISED FLOW
rs" HIGH
ARROW
IG/4r
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
•'
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REBARS
I
1 6
RAI5E0
rr
FLOW ARROW 2
1
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, #8 BAR
* PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
1" CLR
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6" CENTERS
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* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
.
_:�J'
•
CLR-�y
T:i
_
M
CD
AS THE SAME AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
PRECAST
RISER PLAN
PRECAST
RISER
DETAIL
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BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A
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Sheet No:
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* LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
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PLAN
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Y2"
SIDE
ELEVATION
SIDE
ELEVATION
P
11,t"
!�i
DIMENSIONS OF 5' O" X 5' 0"
* THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
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13/4'+-I
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REINFORCING STEEL
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* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
IIIIiiii121 %to
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Il81LIl:11W1BIB'B'Baet■
ELEVATION
I
:
I MOT
13/4'
SECTION A A
�{(.�-
{.
-1�
/8"
#3 DEFORMED
12"
NOT USE IN
OPTIONAL JOINT DETAILS
TYPE - F
�I
STEEL ROD
SECTION A -A
SANITARY SEWER MANHOLES.
ELEVATION
SHEET 2 OF 2
SHEET 1 OF 1
SHEET 2 OF 2
G
SECTION A -A
840.45
840.03
840.66
TYPE

12"
1" RAD.
21-0"
.Q••
3" RAD.
2'-6"
1/8" RAD.
2'-6" CURB AND GUTTER
EXPRESSWAY GUTTER
EDGE OF
PAVEMENT
1'-6" CURB AND GUTTER
2'-4" MIN.
PAVEMENT
Al PAVEMENT SURFACE
SURFACE RAD. 3„
8" X 12" OR 18"
CONCRETE CURB
1/8" RADIUS
SHOULDER BERM GUTTER
!9a
9" X 12" OR 18"
CONCRETE CURB
8" X 6" MEDIAN CURB VALLEY GUTTER
SECTION VIEW OF CURBS OR CURBS AND GUTTERS
GENERAL NOTES:
- PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS.
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 11/2" DEEP.
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB,
WITH JOINT FILLER AND SEALER. PROPOSED
- SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO
ALL RIGID OBJECTS.
FILL g':" x 1" DEEP
GROOVED OR SAWN
JOINT WITH JOINT
SEALER
1$" RAD.
CURB & GUTTER
JOINT
PAVEMENT
SURFACE
PROP.
PAVEMENT
113" RAD.
JOINT SEALER
GUTTER
w
1121 A Q' ❑
SURFACE
JOINT FILLER
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINT$
z
O CO
• Q
I --I C7 •
LL J0 I--IZ
00=
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FAH-WQJ
0 Cfl cc
= 7
rH
av
W
ROADWAY STANDARD DRAWING FOR
0
cc
W
1-
W
cc
0
0
0
cc
W
1-
1-
06
oc
0
0
z
a
SHEET 1 OF 3
846.01
ISOMETRIC VIEW
11111 PAY LIMITS FOR CURB RAMP
3"R
DROP CURS
1. ITD. 2. 8 5099
3,1109 8ROBH1
II I
A
UTILITY STRIP
y2�'DETECTABLE 0.02 MIN.
IARNING DOMES 10.084 NORM.}
NOTES,
Ci`'.I� WARNIN . A0:LL DOVER 2'•0" LENGTH AND, FULL WIDTH OF THE
fi
2. OE WARNI 9 1511. _: LL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -@!•DARK,
0 •LLOHT y'r' '` COVERING THE EKTIRTRA F',
RAMP WIDTH AREA IS VARIABLE
O 0 0 0 0 0
aesFF DIAMETER
4.8 R TO 1.40 'R
0 0 0 0 0
TOP DIAMETER OF NO LESS
O 0 0 O 0 THAN 'e TO NO MORE
THAN65
654 OF THE BASE
DIAMETER
0 0 0 0 o
DETECTABLE WARNING DOMES
W
A
IM.A.9"
X
B
5'
0.0'
5.6'
5.8'
5.0,
6'
0.0'
6.8'
6.8'
6.0'••
7'
0.0'
7.8'
7.3'
6.5'"
5'
2.0'
7.0'
7.0'
5.0'
5'
2.5'
B.W.
B.1'
4.8'
5'
3.0'
B.S'
S.3'
4.4'
5
3.5'
9.3'
8.4'
4.1'
5'
4.0'
9.8'
8.6'
3.6'_J
5'
4.5'
10.3•
8.7'
3.4'
5'
5.0'
10.6'
9.9'
3.1'
B = X-(AA9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 )9.OS%) SLOPE.
" BACK OF SIDEWLLK DROP REWIRED FOR ALL
SIDEWALK SLOPES.
"" BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
X
W
SIDEWALK (5' STD.)
0.02 (NORM.)
12:1 MA%. RAMP
4' MIN.
SECTION 8-8
SIDEWALK 5' IN 4'
ELEVATION` I CURS MIN.
` TRANSITION DROP
CURB
VARIABLE SLOPES NOT
TO EXCEED 10:1
5 UR6
TRANCSITION
SECTION A -A
X 4' CLEAR SPACE
LL
CROSSWALK LIMITS.
(SEE NOTE 10)
2' MIN. CURB
BETWEEN RAMPS
�cuTTER�
SIDEWALK
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
PLAN VIEW
DUAL RAMPS
ANY RADII
(4' MIN, FLOOR 1110511)
EXPANSION JOINT
(SEE STD. 046.01y
SIDEWALK
ROADWAY STANDARD DRAWING FOR
CURB RAMP
PROPOSED CURB AND GUTTER
SHEET 1 OF 3
848.05
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/B" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE IV EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
BUILDING,
WALL, ETC.
1 " EXPANSION JOINT
CONCRETE
SIDEWALK
1'6" RAD
JOINT SEALER
•a•
1/2" JOINT WIDTH Ht._
T = SIDEWALK THICKNESS
SURFACE OF
SIDEWALK
JOINT FILLER
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
FILL 3/8" WIDE x 1" DEEP GROOVED OR
SAWN JOINT WITH JOINT
SEALING COMPOUND
leg" RAD �
•
1/B" RAD
•ei.9•
CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
ROADWAY STANDARD DRAWING FOR
CONCRETE SIDEWALK
SHEET 1 OF 1
848.01
1111 II11
1111 1111
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS.
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEE INTERSECTIONS
ROADWAY
PLAN SYMBOL
FOR PROPOSED
CURB RAMP
IIII
1111
I Il
SIDEWALK
SEE NOTE 10
STOP LINE
SIDEWALK
SEE NOTE 4
SIDEWALK
4' 0" (TYP)
--SIDEWALK
DETAIL SHOWING TYPICAL LOCATION OF CURB
RAMPS. PEDESTRIAN CROSSWALKS AND STOP LINES
PROPOSED CURB RAMP W1 LANDING
PROPOSED OR FUTURE SIDEWALK
ALLOWABLE LOCATIONS
DUAL RAMP RADII ANY
ROADWAY STANDARD DRAWING FOR
CURB RAMP
PROPOSED CURB AND GUTTER
SHEET 2 OF 3
848.05
L
DRIVEWAY TURNOUT
5'-0
g
BUILD THIS PORTION OF DRIVEWAY PAVEMENT
ONLY AT LOCATIONS WHEN DIRECTED.
DRIVEWAY WIDTH
*SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY.
EXPANSION JOINT
5' CI
1 *SIDEWALK
(OPTIONAL)
J
GRASS
AREA
CURB
45'
TOP OF CURB`
STREET PAVEMENT
PERMISSIBLE CONSTRUCTION
JOINT WHEN SLIP FORMED
REVEL CURB TO
MEET ROADWAY PAVEMENT
g
PLAN
DETAIL OF DRIVEWAY
DRIVEWAY WIDTH
*SIDEWALK
(OPTIONAL)
1'-S
12"
GRASS
AREA
1,-B" 72„
CURB
!4Q
O
VARIABLE
OP OF CURB
•
SECTION A -A
:o-
PROPOSED DRIVEWAY
PAVEMENT
2" DEEP SAW CUT
EXISTING DRIVEWAY
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT,
VARIABLE (SEE SHEET
2 OF 2 FOR DRIVEWAY GRADES)
BUILD THIS PORTION OF DRIVEWAY
PAVEMENT ONLY AT LOCATIONS
WHEN DIRECTED.
SECTION B-B
GENERAL NOTES:
**NO CONSTRUCTION JOINT WILL BE PERMITTED IF FORMS
ARE USED TO CAST DRIVEWAY. SLIP FORMING OF CURB
AND GUTTER PERMITS THE USE OF CONSTRUCTION JOINT.
ROADWAY STANDARD DRAWING FOR
❑ROP CURB TYPE
SHEET 1 OF 2
848.03
NOTES:
1. CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
PLANS OR AS DIRECTED BY THE ENGINEER.
2. LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
3. COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS 50 A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
WITHIN THE PEDESTRIAN CROSSWALK LINES.
4. SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
5. REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN I5 NOT
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
6. TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7. CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
6. CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
9. ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
10. CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
11. CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
SMOOTH TRANSITION.
12. CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 1'xl' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
13. TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF B' WIDE. CONSTRUCT MEDIAN ISLANDS
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
14. SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
THE SURFACE STREET.
15. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
I5 PLANTING OR OTHER NON -WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
16. PLACE A 1t" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
17. PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
18. CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED RIW SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
ROADWAY STANDARD DRAWING FOR
y
a_
5
cc
00
cc
SHEET 3 OF 3
848.05
ROADWAY PAVEMENT
6"
6"
DESIRABLE DRIVEWAY GRADES
BERM
A
B
5'-0"
5%0"
5'-0"
*+2R1 GRADE WHEN
THIS IS SIDEWALK
LOCATION
+2R: GRADE WHEN THIS
IS SIDEWALK LOCATION
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
+i5 OR "-ATTER
+8% OR FLATTER
-2% OR FLATTER -8% OR FLATTER
+1594 OR FLA(1ER
-7$%UR FLATTER
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
8' OR LESS
5'-0"
+2%*
2'-6'
+5%
8' OR LESS
2-0"
+6%
5'-6"
+2%*
10'
4'-0"
+4%
5'-6"
+2%'
12' & OVER
4'-6"
+4%
7'-0"
+2%.
MAXIMUM DRIVEWAY GRADES
BERM
A
B
5-0"
5,-0...
+2% GRADE WHEN
THIS I5 SIDEWALK
LOCATION
*+2R: GRADE WHEN THIS
IS SIDEWALK LOCATION
+16�
LL J01--1
00(1)=
w :=u =
FAH H-C]ROr�"
¢ H 1„
WQJ
0vCOLc
= 7 L
F „
LLB
W
0
ROADWAY STANDARD DRAWING FOR
DRIVEWAY TURNOUT
DRIVEWAY GRADES
RESIDENTIAL: 15'-24'
COMMERCIAL: 20.'1-36'
6" 6
4'
3 5'
3' MIN
}
4
CURB & GUTTER
" COMMERCIAL: TWO-WAY MINIMUM 20'
NOTE:
ALL DRIVEWAY LOCATIONS, GRADES, AND CUTS SHALL BE
AT A MINIMUM IN ACCORDANCE 1MTH THE LATEST EDITION
OF THE "POLICY ON STREET AND DRIVEWAY ACCESS TO
NORTH CAROLINA HIGHWAYS," PUBLISHED BY THE NORTH
CAROUNA DEPARTMENT OF TRANSPORTATION TRAFFIC
ENGINEERING BRANCH.
NOT TO SCALE
HICKORY
CITY OF HICKORY
TYPICAL DRIVEWAY CUT
SHEET 1 OF 1
DATE:
2---1'--07
STD. NO.
402
THIS AREA TO BE PAVED
WITH CONCRETE PAVEMENT
CURB TO BE
DISSIPATED BETWEEN
THESE LIMITS
RADIUS 3" OR AS
SHOWN ON PLANS
CURB
1/2" EXPANSION
JOINT
FACE OF CURB
AT LOCATIONS AS DIRECTED BY THE ENGINEER
TERMINUS POINT FOR PROPOSED DRIVEWAY
WIDTH OF PROPOSED OR EXISTING DRIVEWAY
C
AREA
511
EXIST. 0R PROP. PAVEMENT
C
THIS AREA TO BE SURFACED AS SHOYNV IN TYPICAL
SECTION OF PLANS
+13.6%
3'-0"
PART PLAN PAVED DRIVEWAY TURNOUT
+2.5%
3'-0"
-4, 0%
5'-0"
5'-0"
CURB TO BE
DISSIPATED
BETWEEN
THESE LIMITS
1/2" EXPANSION
JOINT
DRIVEWAY TURNOUT GRADES
NOT TO SCALE
HICKORY
.1c. W e11 C•afied.
CITY OF HICKORY
DRIVEWAY TURNOUT RADIUS TYPE
SHEET 1 OF 2
GATE:
2-1-07
STD. NO.
404
2"DEEP SAW CUT
THIS PORTON OF DRIVEWAY PAVEMENT
TO BE BUILT ONLY AT LOCATIONS AS
DIRECTED BY THE ENGNEER
SECTION CC
PROPOSED DRNEWAY
PAVWEHT
PROPOSED PAVEMENT
EXISTING DRIVEWAY
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE. A SAW CUT
2" DEEP SHALL BE REQUIRED AT THE POINT OF 'OE IN WITH
EXISTING DRIVEWAY GRADE. SAW JOINT TO BE PERPENDICULAR
TO EDGE OF EXISTING DRIVEWAY PAVEMENT.
NOT TO SCALE
HICKORY
CITY OF HICKORY
DRIVEWAY TURNOUT RADIUS TYPE
SHEET 2 OF 2
2-1-07
STD. NO.
402
04/27/2022
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PROD. NO: 20210217
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SITE DETAILS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
cq
Cq
co
cNI
cNI
Lu
Sheet No:
C207B
ROADWAY PAVEMENT
SHEET 2 OF 2
848.03

NAD83 - 2011 -1a=1.7112
0
GRAPHIC SCALE
1" = 50'
50 100
150
SITE KEY (NTS)
co
970
10
m
rn
0
1
N\latr;
=R AASHTO STD. & SPEC. NIL 4.
•
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC. `��`
ACCESSIBLE RAMP (TYP.) \ \
\
\9 \.9 :9 95u•
�s s p srg52 g54
\ COS2
PER NCDOT STD. & SPEC.
CROSS HATCHING INDICATES
AREA INSIDE OF ROAD R/W TO
BE DEDICATED FOR PUBLIC USE.
(AREA = 15,091.92 SF, 0.346 AC.)
(34.06')
\
\
PQ
\O'tSG13R
•4
95
4
9S8
L91
960\\
PROPOSED
6" WATERLINE
8 /
4
7 I —
i 14+00 \
0
0
Z
v _ L89
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\ \I
\�--960—
co
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13
/ / J 9s
co
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14- /._,/
— _93A- /
/ /
936
— _940-
PROPOSED ROAD "R1"
50' PUBLIC R/W
PROPOSED 8" --
SANITARY -
SEWER LINE
L87
L
1
Oo
\i-e,.
co
rn
rn
co
rn
4,
COS1
'9s 9'76 / / / 95(& /
o `
v J
18
r
/ -95019�
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
STOP BAR (TYP.)
PER AASHTO STD. & SPEC
//
ACCESSIBLE RAMP (TYP.)
PER NCDOT STD. & SPEC.
0
Co
<I
AMENITY
0
01
92
u
/ LO
� f �
PROPOSED 8"
SANITARY
SEWER LINE
7-
�
9 4
/
PROPOSED
6" WATERLINE
INTERSECTION ST IN PROPOSED ROAD "". 20+40.65952
PROPOSED RO . ": 10+00.00
970
965
965
960
0
a
960
/-----
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w
—
-2.30
o
— —
FINISHED GRADE
_
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\
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955
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950
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\
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74"
\
\
945
\
/
INTERStCiIuN
STHTIONs
945
\
/
—'
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40_65
\
\
24"
CP
/
PROPOSE
0.00
\\
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\
/
940
—
—
\
\
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EXISTING
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940
N
/
/
N
/
\
N
7
/
\
\
/ /
935
935
\
�-
(V) 1"
=5
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
�9s
27
118
946
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30
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1
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108
/
41
107
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FIRM # P-1227
PROD. NO: 20210217
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w
w
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
DESCRIPTION
N
N
N
N
w
V)
d
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Sheet No:
C208

19
r
954
440
96A
r
/\/
9s
6
PROPOSED
6" WATERLINE
ACCESSIBLE RAMP (TYP.)
PER NCDOT STD. & SPEC.
9
/ r-
/ / /
/ rv� • / .../✓��\g�2
\ \ ��\\l �/ / �/ �_ \ / J/—/
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a;/ 112 p
111
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PROPOSED ROAD "R1": 20+40.65
PROPOSED ROAD "R3": 10+00.00
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
STOP BAR (TYP.)
PER AASHTO STD. & SPEC.
— r — 946
1
\
N
/ _g38
co
110
936
942
940
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940
/
938
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98
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6' \ 95
924
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\
16 -"
1 I —
--'�l /J,1`\
9
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N
W T E
S
0
GRAPHIC SCALE
1" = 50'
50 100
150
MN
MN MN
PROPOSED ROAD "R1"
50' PUBLIC R/W
965
965
960
K-VALUE
960
STA
21+45
LENGTH
19 (PVI)
CURVE
= 200 LF
/ ^ „
= 100
\
955
955
\,
— — — —
950
950
-1%
,_ —
— —
945
945
kTERS;
e
a k
— — —
_--��
EXISTING
GRADE
—_- -.A.,__
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: ��i�II:
:
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—
0
940
U
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U
940
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In
LULU'S'Y0
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w
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J
—
J
a
\ \
a
935
FINISHED
GRADE
N
z
935
-3%
____
\
930
__
/---
- - �•
— —
\
930
\
J — v
925925
920
920
(H) 1" =50
(V) 1" =5
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
/\
SITE KEY (NTS)
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
1111111/1,1///
• cARo
ES S/'�
SEAL
_ - = 33292 = _
9 • nNGINE�-`':�`�'�
04/27/2022
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ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
z
0
0
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
W
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
DESCRIPTION
N
N
ll)
N
N
V)
d
z
Sheet No:
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
C209

125
( -942-
\
- 922-
".-920-
/916
914
--910
=914-
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
PROPOSED
6" WATER LINE
940
133I D 134
m
/ /
39 / 14C
/
rn
I ti
PROPOSED 8" (Si'
SANITARY
SEWER LINE
0
O
rn
00
142 143 /
INTERSECTION STATIONS
PROPOSED ROAD "R1 : 35+38.30
PROPOSED ROAD "R4 : 13+30.00
10 x70' STE
PROPOSED ROAD "R1"
35+38.30
-9p2� \--
inrsj 77
oo
PROPOSED 8"
SANITARY
SEWER LINE
rl
OO sTE
STOP BAR (TYP.)
PER AASHTO STD. & SPEC.
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
rr. t ,_ 1 40 014t
ACCESSIBLE RAMP (TYP.)
ER NCDOT STD. & SPEC.
/
CO
'0
38+00
, 7
/
ce
146
.j
38+48.7
v
cPo
▪ II
/
INTERSECTION STATIONS
PROPOSED ROAD "R1": 38+48.79
PROPOSED "T - TURNAROUND": 10+37.50
940
935
50' PUBLIC
R/W
935
STA
32+60.85
LENGTH
K-VALUE
=
(PVI)
= 350
100
LF
CURVE
---
--\
930
930
\
925
925
\
920
\
920
-3%
N \
_
\
\
\
\
\
915
\
915
\
\
\
INISHED GRADE
\
910
910
\\
36
-CP
I
\
o
v
\YO
\
905
;HLINE SE SHEET
905
N.
N
N
900
L.,\
N
900
N
N
\N
EXISTING
GRADE
\
895
895
'
- ATIs,,
PROPOSED
\
ROAD
"R1 . 5 - 8.30
PROPOSED ROAD
"R4": 1 O.
\
\
890
890
III
IN..
\
\
885
885
\
\
\
880
880
-2%
875
INTERSECTION STA
'c`S
875
PROPOSED
PROPOSED "T-TURNAROUND":
ROAD "R1": 38+48.
10+37.50
''"""---
(H) 1"
=50
(V) 1 "
=5
�2 I
NAD83 - 2011
0
N
- E
S
GRAPHIC SCALE
1" = 50'
50 100
1114111/
4.1
."
41016
syr
/3\
150
L
SITE KEY (NTS)
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
04/27/2022
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ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
U]
z
a
Q
5
0
0
0
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
DESCRIPTION
N
N
ll)
N
N
W
I)
d
z
Sheet No:
C210
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50
39+00

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I \
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0
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1" = 50'
50 100
150
'1 ~
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1111 ^l\\ \ \
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PROPOSED ROAD "R2"
50' PUBLIC R/W
//
PROPOSED
6" WATERLINE
STOP BAR (TYP.)
PER AASHTO STD. & SPEC.
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
ACCESSIBLE RAMP (TYP.)
ER NCDOT STD. & SPEC.
915
910
910
905
7
— -.
, \
905
\
//
/
\
i
/
\
/
\
/
900
/
,_
900
/
/
INTERStCTION
STATIONS
"R2":
PROPOSED
PROPOSED
ROAD 16+28.54
RpAD "R4": 10+00.D0
895
895
/
/
890
/
890
/
/
�/''
STA 11+84.91
(PVI)
-
CURVCLCNG
K-VALUE =20
= •
/
885
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�0\0
30"
RCP
885
/
1
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•
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/
/
880
/
880
/
/
/
875
,/
875
/
/
0.4Va
_ .470.
\
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�/
N
870
H LINE SHEET C21
870
\
STA11+64.91
ELEV
(SAG)
871.88
/
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/
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1
\
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/
8" saAN
865
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865
\
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855
I
/
855
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GROUND
I
EXISTING
850
I
850
I
1
I
/
1
I
/
I
I
/
845
I
845
I
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\
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I
(H) 1"
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1.
(V) 1 "
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\ 58
139
138
136
134
04/27/2022
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ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
NO: 20210217
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0
0
0
ce
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m
z
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0
06
CO
CO
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CO
N.
z
z
u_
w
a
0
w
w
0
SCALE: 1" = 50
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
O
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
REVISED PER COMMENTS
DESCRIPTION
N
N
Ll)
N
N
d
Sheet No:
9+50
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
C211

1
1
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7-
880
a
75 \\
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\ 1'\ \ N
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CID
85 \ 1
INTERSECTION STATIONS
PROPOSED ROAD "R2": 16+28.54 1
PROPOSED ROAD "R4": 10+00.00
1
1
\. 86 \
CROSSWALK
PER NCDOT
ACCESSIBLE
PER NCDOT
945
87
(TYP.)
STD. & SPEC.
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STD. & SPEC.
9p
88
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89
•
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1
91
\
92
0
93 I 94
PROPOSED ROAD "R2" (50' PUBLIC R/W)
900-
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95
PROPOSED 8"
SANITARY
SEWER LINE
\�I
96 97
PROPOSED
6" WATERLINE /
,Dos
I
(
)
NAD83 - 2011
PROPOSED ROAD "R2"
50' PUBLIC R/W
I
98 0 99
0
100
GRAPHIC SCALE
1" = 50'
50 100
101
150
141
102 '1
, 0
103
104
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945
940
y-
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'
940
935
STA 18+07.47
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CURVE LENGTH
K-VALUE
=300 LF
=100
—
/
935
--
/
930
----
col
930
EXISTING GRADE
—
925
--
925
920
M
920
/
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915
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910
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900
900
895
1181'iIBEr
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STATIONS
"R2":
PR OS.
PROPO
ROAD
D ROAD
16+28.54
"R4": 10+00.00
895
890
890
(H) 1"
=50
(V)1"
A
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
121
\
120
/\
SITE KEY (NTS)
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
04/27/2022
Z
<1-
-011
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
W
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
no
REVISED PER COMMENTS
DESCRIPTION
N
N
ll)
N
N
W
Q
1)
z
Sheet No:
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
C212

— 138
94
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
95
125
126
`\ N
\ \ 106
\
101
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107
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1
108
6"
\
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\
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\
\
\
\
111
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112
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LINE
\
113
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rnl
109
(TYP.)
SPEC.
�
26+00 P
GRAPHIC SCALE
1" = 50'
50 100
PROPOSED ROAD "R2" (PUBLIC 50' R/W)
STOP BAR (TYP.)
PER AASHTO STD. & SPEC.
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
150
PROPOSED ROAD "R2"
50' PUBLIC R/W
J �
-I /
AMENITY i
PROPOSED 6"
WATERLINE
w
\
0
\_ INTERSECTION STATIONS - ///
PROPOSED ROAD "R2": 28+65.37 //c? /
PROPOSED ROAD "R3": 13+30.00 /r
PROPOSED 8"
SANITARY
SEWER LINE
/I
20
PROPOSED 6"
WATERLINE
31+00 \
960
955
955
STA 28+51.61
CURVE LENGTH
(PVI)
=210 LF
K-VALUE
=30
950
950
-
0
\
~
w
STA 28+66.62
(CREST)
\
945
=
vi
FINISHED GRADE
/
ELEV 951.89
N
945
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7
- - INTERSECTION
STATIONS
•
i
PROPOSED ROAD
"R2": 28+
H
<
/
PROPOSED
940—
940
'S,YO
siING GRADE
—
935
_ — Aolo
935
930
930
(H) 1" =50
(V) 1" =5
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
29+00
29+50
30+00
30+50
31+00
31+50
32+00
L (
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33292 = _
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7271 LONG ISLAND RD.
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
>-
m
DESCRIPTION
O
z
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
C213

0
GRAPHIC SCALE
1" = 50'
50 100
150
N
/ \_
J
0
1 1
SITE KEY (NTS) '\
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
1 �
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1
♦
192
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L.91 \
190 )
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185
184
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183
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182
965
7
C
67
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1
PROPOSED ROAD "R1": 20+40.65
PROPOSED ROAD "R3": 10+00.00
11+00
PROPOSED ROAD "R3" (PUBLIC 50' R/W)
PROPOSED ROAD "R2": 28+65.37
PROPOSED ROAD "R3": 13+30.00
14.1
114
r 10'x7p' STE
/ / 113
/
115
112
PROPOSED j
6" WATERLINE
116�C.
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/
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117
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109
119
108
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70
0
0
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0
70
0
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0
N
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PROPOSED ROAD "R3"
50' PUBLIC R/W
STOP BAR (TYP.)
PER AASHTO STD. & SPEC.
CROSSWALK (TYP.)
PER NCDOT STD. & SPEC.
ACCESSIBLE RAMP (TYP.)
ER NCDOT STD. & SPEC.
/ PROPOSED 8"
SANITARY
SEWER LINE
PROPOSED
6" WATERLINE ,
965
960
960
STA 11+58.90
(PVI)
STA 14+05.28
(PVI)
—
CURVE LENGTH
=180 LF
—CURVE LENGTH
=100 LF
—
955
K-VALUE
=30
K-VALUE
=100
955
950
950
3010
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STA 11 +58.90
ELEV
(CREST)
955.71
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1
--
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EXISTING GRADE
INTERSECTION
STATIO
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PROPOSED
PROPO
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65
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PROPOSED ROA.
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930
930
(H) 1" =50
(V) 1" =5
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
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04/27/2022
Z
<1-
-0
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROD. NO: 20210217
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
W
Z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
DESCRIPTION
N
N
N
N
rr)
d
Z
Sheet No:
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
C214

NAD83 - 2011
0
N
WTE
S
GRAPHIC SCALE
1" = 50'
50 100
150
/
SITE KEY (NTS)
SIGN LEGEND
STOP SIGN (TYP.)
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STREET SIGN (TYP.)
PER AASHTO STD.
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915
/-
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/ /
/ /
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PROPOSED ROAD "R2": 16+28.54
PROPOSED ROAD "R4": 10+00.00
/
PROPOSED ROAD "R4"
50' PUBLIC R/W
27
27A
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878
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SANITARY
SEWER LINE
PROPOSED ROAD "R4" (50' PUBLIC R/W)
915
910
910
STA 11
+57 84 (PVI)
905
=180 LF
905
CURVE LENGTH
K-VALUE
-,
-30
_
900
900
STA 11+57.84
(CREST)
30/0
ELEV
902.82
-3%
895
895
INTERSECT
AT
RSECTION
STATIONS
ED "R4":10+00.00
AD IC":
16+28.54
PROPOSED RO
1": .30
890
890
08"
SAN O+P
(H) 1" =50
is" @r P
(V) 1" =5
—
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
08" SAN DIP
14+00
•
8
8
9
89
89
0
90.
90
90
INTERSECTION STATIONS
PROPOSED ROAD "R1": 38+48.80
PROPOSED "T - TURNAROUND": 10+37.50
10+00
182A
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PER AASHTO STD. & SPEC.IA1/l I//// f j
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— \ f / 1 1\ III lII
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INTERSECTION STATIONS \� I I
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PROPOSED ROAD "R1": 35+38.30 if/ iilI� 1('
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/ / 152 1���111 //////
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1r 153
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895
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885
885
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K-VALUE =15
880
EXISTING
/
880
/
STA 10+37.50
(CREST)
FINISHED
GRAD
INTERSECTION
STAT
"T-TURNA-ROUND".10+37.50
ONS
PROPOSED
9+50
10+00
10+50
11+00
11+50
04/27/2022
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ENGINEERING • SURVEYING • PLANNING
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FIRM # P-1227
PROD. NO: 20210217
L.9
>-
L.9
ENLARGED SITE PLANS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 50'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
DESCRIPTION
CN
CNI
CN
CNI
ro
Sheet No:
GRAPHIC SCALE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
C215

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— -EX R/Wcs- - -
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43'
43'
010+50
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-89
4
50' STORAGE LENGTH
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POLE (TYP.)
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" PER NCDOT STD DTL 846.01
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5' WIDE CONCRETE SIDEWALK (TYP.)
/ I \ PER NCDOT STD DTL L 848.01
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EXISTING
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60' PUKL C GHT-OF-WAY
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ADJUST TO FINISHED GRADE
EXISTING
DWELLING
UNIT
KENNETH R. &
MACKENZIE BUSHEE
PIN: 3781-0927-1120
DB. 3513-PG.1110
109 3rd AVE SW
100' TAPER- trNGTH
0
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EXISTING POWER POLES SUBJECT TO
RELOCATION DUE TO ROADWAY
IMPROVEMENTS SHALL BE COORDINATE WITH -
UTILITY PROVIDER FOR FINAL LOCATIONS
EX
CAR-
PORT
L
2/3A = 196'
1
J
fiv
PROTECT EX
WATER METER
`ADJUST BOX TO
FINISHED GRADE
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
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e
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PER NCDOT STD DTL 846.01
5' WIDE CONCRETE SIDEWALK (TYP.)
/ PER NCDOT STD DTL 848.01
/ �i1''
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EXTEND EX 18" RCP -
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t
CONVERT EXISTING CATCH BASIN TO
-MANHOLE FAME AND COVER.
ADJUST RIM TO FINISHED GRADE.
CONVERT EXISTING CATCH BASINS TO- PROPOSED OFFET
MANHOLE FAME AND COVER. TIED TO EXISTING
ADJUST RIM TO FINISHED GRADE. — — — _
--
PROPOSED OFFSET STORM STRUCTURES
STIED TO EXISTING NETWORK
EXTEND EX 30" CMP
UNTIL DAYLIGHT
•
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NETWORK
ILV
1
-
/
RELOC- ATE EXISTING
MAILBOX (TYP.)
RELOCATE EXISTING
POWER P L TYP.)
ACCESSIBLE RAMP (TYP.
PER NCDOT STD & SPEC
30'
*VOA
CROSSWALK (TYP.)
PER NCDOT STD & SPEC
STOP BAR (TYP.)
PER AS TO STD 8� SPEC-
/
0 .=_
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•
---EX R/W---
EX EOP
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20+50 21+00 21+50 21+68.96
PROP LOP
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RELOCATE EXISTING -
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11
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12,
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LU
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co
ce
ry
CV
CO
01
ri
CO
LA
CO
LA
ri
CA
1-1
CO
01
ce
0
0
SCALE: 1" = 20
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
ce
0
7271 LONG ISLAND RD.
CATAW
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
0
cn
REVISED PER COMMENTS
DESCRIPTION
Ln
Ci
Sheet No:
FULL -DEPTH PAVEMENT
MILL & OVERLAY
GRAPHIC SCALE
1 inch = 20 ft.
20 40
60
C216

— — EX R/W — —
— .EX R/W---
W
6:1
Q�
86'
EX EOP
1 0 + 0 0
EX EOP
10+50
STRAIGHT ARROW
50'
EX EOP
1 1 + 0 0
EXISTING
DWELLING
UNIT
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CARPORT
EX EOp
EX EOP
11+50
NC
U.
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12+50
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PORT
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UNIT
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60' PUKL C GHT—OF—WAY
150'
NC
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60' PUKL C GHT—OF—WAY
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4+,41 _ 11g, II 2
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257.4'
EX R/W — —
86'
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MEDIAN ISLAND PAVEMENT STRIPING (TYP.)
REFER TO NCDOT STD DTL 1205.09
EXISTING
DWELLING
UNIT
KENNETH R. &
MACKENZIE BUSHEE
PIN: 3781-0927-1120
DB. 3513-PG.1110
109 3rd AVE SW
6" WHITE MINI -SKIP LINE @ 3'-9'/SP
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35" TYP.
STRAIGHT Sc RIGHT TURN ARROW
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1
J
213.6'
MEDIAN ISLAND PAVEMENT STRIPING (TYP.)
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i
PROPOSED TEMPORARY
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i �ti7i t
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SNOWPLOWABLE RAISED PAVEMENT MARKERS (TYP.)
SPACED ACCORDINGLY TO NCDOT STANDARD
REFER TO NCDOT STD DTL 1250.01
20+50
21+00
•
6" W
LINE
0
I+
V 1
0
---EX R/W---
EX EOP
e
21+50 21+68.96
6" WHITE MINI -SKIP
LINE @ 2'-6'/SP
6" DOUBLE YELLOW CENTER LINE
O
+
SIGN LEGEND
STOP SIGN (TYP.)
PER AASHTO STD.
STREET SIGN (TYP.)
PER AASHTO STD.
LEGEND - PAVEMENT SCHEDULE
SNOWPLOWABLE RAISED PAVEMENT MARKERS (TYP.)
SPACED ACCORDINGLY TO NCDOT STANDARD
REFER TO NCDOT STD DTL 1250.01
-- —EX R/W•--
PROP EOP
EX EOP
EX BOC
R/W ——
ENGINEERING
FIRM # P-1227
PRO]. NO: 20210217
W
0
0
11
U
›-
2
Ui-J
J
a
a
O
0
w
w
CHECKED BY: MIG
z
0
LID
tD
ri
CO
M
o2S
ri
CO
Lf)
co
LA
CO
M
0
z
z
ri
ri
Ln
Lo
u_
w
0
w
w
0
SCALE: 1" = 20
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
1-
z
w
0
0
0
0
W
w
REVISED PER COMMENTS
DESCRIPTION
N
c0
N
d
z
Sheet No:
FULL -DEPTH PAVEMENT
MILL & OVERLAY
0
GRAPHIC SCALE
1 inch = 20 ft.
20 40
60
C217

890
885
880
875
870
NC HIGHWAY 10 STA 14+50
3
x
w
EX
10.
TR
LA
4'
AVE
NE
L
Ia
0
co
co
w
J
W
7.
ROP
ME
9'
5TRI
CIAN
PED
PR
OP
L
11'
TR
ANE
AVE
L
�5
W
ALK
2'
PROP
SHLDR1 /\
v
w
25LF TO TCE
FI
NIS
HED
G
RAD
E
09
6%
J
0
0.96% -
2
1.9
2.
00
2.00%
9.6" --
7
5'
4.9
6%
14
.29%
1
EFE
R TO
FOR
M
SHE
ORE
D
ET
ETA
C2'
ILS
6
(
(
H)
V)
1
1
11 5
11
=5
-50
890
885
880
875
870
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 14+00
5
10
15
20
25
30
35
40
45
890
885
880
875
870
50
2 890
3
x
w
EX
�07'
TRAVE
LANE
ROP
tv
0
.46 %
CL ELEM.8B2.H-3
5.6'
STRI
ED
AN
ED
PRO
11'
P R VE
LWNE
5'
WALK
PROP
SHLDR
0.47% -
(
H)
V)
1
1
11=5
'=5
2
2.1'
0
5.2'
47
0
co
O cV
GO
H co
w
Li)>
oLLJ
e
2
00%
9.00%
FI
33
3
x
w
NIS ED GR
3q
AD
E
1
EXI
STI N
PROP TCE
G 3RA
DE
-50
890
885
880
875
-45
-40
-35
-30
3
x
w
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 13+50
EX
10.
TR
AI\
0
.52
6'
AVE
E
L
qL ILEN.8134.T4
3.3
FrRO
STRIP
MEDI
22'
P
ED
AN
5
0
.52
F
RO
11
P
LAN
TR
10
E
EL
WAL
D.5
2.9
2%-
15
co
5'
+ co
o�
co
1- LK)
w
w
#5-
27 LW 00% 2.0 %
20
2'
PROP
SHL
DR
25
F
33
INISHE
33,
D G
30
RA
E x
w
35
40
45
885
880
875
870
50
EXI
STI N
PROP TCE
G GRA
H
DE
w
(
H)
V)
1
1
11=5
11
=5
-50
895
890
885
880
875
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 13+00
5
10
15
20
25
30
35
40
45
890
885
880
875
50
3
x
w
15.7'
EX TRAVEL
PAVEME\IT
0.62%
26.
0.9'
STRIPE
9'
cV
('1
co
co
>
w
J
J
0
PLOP
D MEDIAN
PR
OP
L
11'
TR
AN
AV
E
0.62%-
EL
3.3
7%
5
co
,
+�
oCD
00
W 00
Ln
W
0
F
5
W
J
W
WALK
2.00%
0
2'
RO
HLD
00
P
FZ
FI
33.
NISHED G
33q
RAD
E
3
x
w
PROP TCE
OEXIS5ING
-ur-
GR
AD
E
w
(
(
H)
V)
1
1
11=5
11
=5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
5
10
15
20
25
30
35
40
45
895
890
885
880
875
50
A
re PAVEMENT KEY 1
O1-1/2"
MILL & OVERLAY
2
O
ASPHALT PAVEMENT (NCDOT)
SURFACE COURSE: 2" TYPE 59.5C
INTERMEDIATE COURSE: 3" TYPE 119.DC
BASE COURSE: 5" ASPHALT BASE COURSE
(USE 5-1/2' COMPACTED ABC UNDER CURB & GUTTER)
0INTERMEDIATE
SURFACE COURSE: 1-1/2" TYPE 59.5A
COURSE: 1-1/2" TYPE S9.5A, S9.5B
BASE COURSE: 8" COMPACTED AGGREGATE BASE COURSE
O
2'-6" STANDARD CURB & GUTTER
REFER TO NCDOT STD DTL 846.01
0
CONCRETE DRIVEWAY
REFER TO CITY OF HICKORY STD NO 402 & 404
O
4" CONCRETE SIDEWALK
REFER TO NCDOT STD DTL 848.01
4SEIAIILI°14/111::
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R
S S/',le
33292 _
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04/27/2022
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FIRM # P-1227
PROD. NO: 20210217
CROSS SECTIONS - NC HIGHWAY 10
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 5'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
CNI
CO
CO
CO
Ci
Sheet No:
C219

885
880
875
870
865
860
NC HIGHWAY 10 STA 16+50
10.
EX TRAVE
11'
ROD TURN
PROP
11'
TRAV
EL
'-5
AL
SHLCR
II
3
2' x
PROP i
ANE
Lf)
t)
N
LANE
L
ANE
O
Ln
N
+
O
LiJ
J
J
2
2.3
.65%
176-5
10.5'
1-
Ln
5.65%
r
orL`
Li
Li
�© 9
2.0
FIN
I SH
ED
2.00A
GRADE
GR
ADE
EXI
STING
38 33g,
r —
H)
V)
1
1
"=5
111
=5
-50
885
880
875
870
865
860
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 16+00
5
10
15
20
25
30
35
40
45
885
880
875
870
865
860
50
10.5'
EX TRAVE
LANE
L
N—
11'
PROP
STRIPE
PR
OP
L
N
co
M
EDIAN
11'
TRAV
ANE
EL
3
x
Lf)
.75%
J
J
0
2
1.9
.92%
—o
10.
mai
F
INIS
REF
F
HE
ER
D
TO
MO
GRA
SI-
RE
DE
EET C
DETAIL
216
S
EXIS
TI N
GRA
DE
H)
V)
1
1
"=5
111
=5
-50
885
880
875
870
865
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 15+50
5
10
15
20
25
30
35
40
45
885
880
875
870
865
860
50
3
x
EX
10.
TR
LA
2'
AV
NE
EL
CO
11'
PROP
N—STRIPED
MEDIAN
PR
OP
L
11'
TRAV
ANE
EL
co
>
0.45%
0.44% —
0
11.5'
10.5'
REFER
FOR
TO
MO
RE
HEE
DE
T C216
TAILS
4
L
`EXI
STI
NG
GR
ADE
H)
V)
1
1
"=5
111
=5
-50
885
880
875
870
865
-45
-40
-35
-30
3
x
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 15+00
EX
10.2'
TRAV
LANE
EL
0.9
1%_
rn
cci
00
>
J
J
0
5
10.2'
PROP
STRIPE
MEDIAN
0q
10
77,
15
11
RO" TRAVEL
ANE
20
0792% --
21.8
9.7'I
N
LV
0
1-
co
25
5'
WAL
3
x
30
2'
PROP
1
2.00
35
40
45
885
880
875
870
865
50
F1
NIS
HED
GRAD
EXI S
3
E
TING GRADE
H)
V)
1
1
"=5
111
=5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
5
10
15
20
25
30
35
40
45
885
880
875
870
865
50
re PAVEMENT KEY '1
0
ASPHALT PAVEMENT (NCDOT)
SURFACE COURSE:
INTERMEDIATE COURSE: 3'' TYPE 119 DC
BASE COURSE: 5" ASPHALT BASE COURSE
(USE 5-1/2' COMPACTED ABC UNDER CURB & GUTTER)
0
SURFACE COURSE:
INTERMEDIATE COURSE: 1-1/2" TYPE 59.5A, 59.5B
BASE COURSE. 8" COMPACTED AGGREGATE BASE COURSE
REFER TO NCDOT STD DTL 846.01
0
CONCRETE DRIVEWAY
REFER TO CITY OF HICKORY STD NO 402 & 404
0
4" CONCRETE SIDEWALK
REFER TO NCDOT STD DTL 848.01
cARoic
I IN C.-4tc,.,s`N,i.+:,/
.0. E. 0:0 9:t 20
04/27/2022
<I-
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-30
4,9
ENGINEERING • SURVEYING • PLANNING
g z z
FIRM # P-1227
PRO]. NO: 20210217
CROSS SECTIONS - NC HIGHWAY 10
L.9
>—
L.9
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 5'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
cc
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
CO
CO
Sheet No:
C220

880
875
870
865
860
855
NC HIGHWAY 10 STA 18+50
11'
EX TRAVEL
LANE
6
.6'
ME
DIAN
1
P
L
1'
TR VEL
ANE
5'
WA
LK
2'
PROP
SHLDR
co
r
co
0
39%
2
2.6'
2
a
N
t)
co
0-
N
1- co
0)>
�4U
O I,J
2.2C
6'
7o
i
.00
2.0
4
0%
Fi
NIS
FE
D C
RA
DE
EX
1ST
Sp
ING GRAD
E
H)
V)
1
1
"=5
111
=5
-50
885
880
875
870
865
860
855
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 18+00
5
10
15
20
25
30
35
40
45
880
875
870
865
860
855
50
3
x
w
EX
10.9
TRA
L
AN
VEL
E
2 5'
PROF _P
IURN
o LANE
5.9.
ROP ST
RIP
MEDIA
N
ED
ROP
11
TRA
LA
NE
VEL
co
5'
WA K
2
PR
OP
SHL
DR
co
w
H)
V)
1
1
"=5
'=5
.82
2.37
11.
N
+
0
r
0)
oo
cwi) >
LPL JL
ow
i
2.00%
2.00%
7.8'
6:
37%
FINI
SH
En
EXI
STI
OR
NG
AOF
GR
57.
ADE
N
-50
885
880
875
870
865
860
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 17+50
5
10
15
20
25
30
35
40
45
885
880
875
870
865
860
855
50
H)
V)
1
1
"=5
111
=5
3
x
w
E
11'
TRAVEL
L
ANE
.19%
N
Ln
N
>
w
J
w
J
U
PR
8
OP
LA
TU
NE
RN
2
11.
b'
2.
1'
STRI
PED
MEDI
11'
AN
ROP TRAVEL
LAN
E
i---2. J5%
9
.6'
2
O
w
V)
w
L1
co
N
N
co
LJ
J
L 2.
WAL
O%
2'
PRO
SHL
P
DR
.00%
3
x
w
FI N
ISHE
E
GR
ADE
XISTIN G
3
0
GRA
DE
-50
880
875
870
865
860
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC H I G H WAY,10 STA 17+00
EX TRA
LAN
VEL
0
.50
ELEN.8V3.34
2
5
11
ROD 1
LAN
UR
10
15
PR
OP
11
TR
AN
AV
EL
20
uo
25
5
AL
30
2'
PROP
HLD
2.4'
II
Lu
35
40
45
885
880
875
870
865
860
50
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STING
35.0
GR
ADE
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V)
1
1
111
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
5
10
15
20
25
30
35
40
45
880
875
870
865
860
50
re PAVEMENT KEY '1
0
ASPHALT PAVEMENT (NCDOT)
SURFACE COURSE:
INTERMEDIATE COURSE: 3'' TYPE 119 DC
BASE COURSE: 5" ASPHALT BASE COURSE
(USE 5-1/2' COMPACTED ABC UNDER CURB & GUTTER)
0
SURFACE COURSE:
INTERMEDIATE COURSE: 1-1/2" TYPE 59.5A, 59.5B
BASE COURSE. 8" COMPACTED AGGREGATE BASE COURSE
0
2'-6" STANDARD CURB & GUTTER
REFER TO NCDOT STD DTL 846.01
0
CONCRETE DRIVEWAY
REFER TO CITY OF HICKORY STD NO 402 & 404
0
4" CONCRETE SIDEWALK
REFER TO NCDOT STD DTL 848.01
\t*-'-'4 SEAL .17:
I IN C.-;4tc,.`N,i.+:,/
04/27/2022
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FIRM # P-1227
PRO]. NO: 20210217
CROSS SECTIONS - NC HIGHWAY 10
L.9
>—
L.9
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 5'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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co
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
CO
Sheet No:
C221

880
875
870
865
860
855
NC HIGHWAY 10 STA 20+00
11.5'
EX TRAV
MEM
EL
co
>
J
LLI
ME
OP
IA
2z
1'
'.48% ---
CO
r
1-
LJ
In >
li J
Ow
6.48%
n.
2'
-•
FI
NIS
HED
RADE
3
x
w
0
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8
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2
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2.0
• %
XIS
T
GRA
DE
4
ti
H)
V)
1
1
11=5
I1
=5
-50
885
880
875
870
865
860
855
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 19+50
5
10
15
20
25
30
35
40
45
880
875
870
865
860
855
50
3
x
w
3
x
w
11.3
EX TRA
3.1'
VEL
LANE
N
w
J
w
J
U
2
RO
STRIPE
MEDIA
2.8'
D
N
ROP
L
11
TRAVE
AN
E
L
Ln
5
0.34%
2.5'
^4.34 0
WAL
2. 0%
2'
PROP
SHLDR
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4
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DE
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1
1
11=5
I1
=5
-50
885
880
875
870
865
860
855
850
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
NC HIGHWAY 10 STA 19+00
5
10
15
20
25
30
35
40
45
885
880
875
870
865
860
855
50
3
x
w
3
x
w
10.8
:X TRA
LAN
VE
E
L
PR
4.8'
OP
ME
STRIP
DIA
N
ED
PR
OP
L
11'
TR
AVE
ANE
L
rn
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Do
5
ALK
2
PROP
SHLDR
4
0.43
co
J
LJ
J
U
2
2.4
O
L-L
co
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4.2
2.0
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2.00%
\
FI
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HED
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TI N
G GR
A
H)
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1
1
11=5
I1
=5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0
5
10
15
20
25
30
35
40
45
885
880
875
870
865
860
855
850
50
A
re PAVEMENT KEY 1
O1-1/2"
MILL & OVERLAY
2
O
ASPHALT PAVEMENT (NCDOT)
SURFACE COURSE: 2" TYPE 59.5C
INTERMEDIATE COURSE: 3" TYPE 119.DC
BASE COURSE: 5" ASPHALT BASE COURSE
(USE 5-1/2' COMPACTED ABC UNDER CURB & GUTTER)
0INTERMEDIATE
SURFACE COURSE: 1-1/2" TYPE 59.5A
COURSE: 1-1/2" TYPE S9.5A, S9.5B
BASE COURSE: 8" COMPACTED AGGREGATE BASE COURSE
O
2'-6" STANDARD CURB & GUTTER
REFER TO NCDOT STD DTL 846.01
0
CONCRETE DRIVEWAY
REFER TO CITY OF HICKORY STD NO 402 & 404
O
4" CONCRETE SIDEWALK
REFER TO NCDOT STD DTL 848.01
04/27/2022
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FIRM # P-1227
PRO]. NO: 20210217
CROSS SECTIONS - NC HIGHWAY 10
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 5'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
REVISED PER COMMENTS
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
CN
CO
CO
Ci
Sheet No:
C222

GRADING & DRAINAGE NOTES
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO
REPRESENT A BALANCED CUT/FILL CONDITION.
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK
NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFF —SITE BORROW OR SPOILS
REQUIRED. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING
PAVING, LAWN, AND LANDSCAPE AREAS.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY DISCREPANCIES FOUND
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
INSTRUCTIONS PRIOR TO PROCEEDING.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS, SHOWN IN DRIVES, PARKING LOTS, AND
SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT OR CONCRETE. REFER TO PAVEMENT
CROSS SECTION DATA TO ESTABLISH CORRECT SUB —BASE OR AGGREGATE BASE COURSE
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT
TO A FINE.
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE EROSION
CONTROL PLANS. SEE EROSION CONTROL PLANS AND DETAILS FOR ALL TEMPORARY AND
PERMANENT SEEDING SCHEDULES.
9. CROSS SLOPE OF SIDEWALKS SHALL BE 1 /4"/FT. (MAX).
10. PIPE LENGTHS SHOWN ON CULVERTS DO NOT INCLUDE FLARED END SECTIONS.
r" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
IRS
IRON REBAR SET
CM
CONCRETE MONUMENT
CP
COMPUTED POINT
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
FH
FIRE HYDRANT
CBU
CLUSTER MAILBOX UNIT
STE
SIGHT TRIANGLE EASEMENT
BFE
BASE FLOOD ELEVATION
BMP
BEST MANAGEMENT PRACTICES
O
COMPUTED POINT
0
PROPOSED MANHOLE
4_
PROPOSED FIRE HYDRANT
18" RCP
WATERLINE
i
1
/
1
z
1
a
1
/
1
I
/
1
/
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/
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1
/
1
•
•
/
/ P8
8
8
8
/
i
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i
/
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PROPOSED PERMANENT CREEK CROSSING
122 LF (2) 72" RCP CULVERT PIPE,
PERMANENT CREEK DISTURDANCE: 257 LF
DISTURBANCE WITHIN 100' BUFFER: 45,390 SF (1.042 AC)
i
/
/
/
PROPOSED STORM DRAINAGE
EASEMENT (TYP.)
APPROX. LOCATION
OF EXISTING POND
PROPOSED
WET POND 4
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11
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PROPOSED STORM DRAINAGE
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APPROX. LOCATION �\\\
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PROPOSED
WET PONLY 5
cp
PROPOSED STORM DRAINAGE
EASEMENT (TYP.)
0
PROPOSED 20' WIDE BMP ACCESS,„,_
STORM DRAINAGE EASEMENT
8
PROPOSED STORM or
DRAINAGE EASEMENT
5
PROPOSED STORM DRAINAGE1
co
PROPOSED PRECA'S'T
C2,N.11CRETE HEADWALLS
_____..___,4.=.44:__,ial_,w.,__‘-i,..;--------i4 k,,--'d-P-'12".i, ---)1,13\:5)%::',2\ )\:\':_\d‘Q-Y-I'' / ,
IL PROPOSED 20' WIDE-BMP ACCESS83
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it .0. fr..,-.1F...........____......„ li......11,....
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STORM D__ArRAINtAGEIEA;RSEMENT
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6...,ErAwSIE:M:NT (TYP.)
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TO S ORM DRAINAGE Ilig 0111111Fana. i tc,f,6\ i , 1 t f.10 / 1 0' \-\ , 3Is t,
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10)40
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ip;
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PROPOSED STORM DRAINAGE1
EASEMENT (TYP.)
e„, , PROPOSED STORM DRAINAGE
(k;r(1\\FI\\\\\ \\%.1\ 11_ ( /
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cosil 1 IC: :: )\--?) i(LPif\): ::c: )\)--- :1,11; / .\)?).k'''
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--. 7:7- .-::::‘ \\ \ 1 1 '----=
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PROPOSED STORM DRAINAGE
EASEMENT (TYP.)
GRAPHIC SCALE
150 300
450
Vi
•,\•
•
•
•
•
•
•
•
•
VICINITY MAP
7TH AVE. SE
HUDSON CHAPEL RD.
•
•
•
•
•
•
•
•
•
•
NOT TO SCALE
•
•
NAD83 - 2011
1 North Carolina One —Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
2 DAYS BEFORE DIGGING IN
NORTH CAROUNA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDEFtGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTIUTY LOCATIONS.
Call BEFORE you DIG!
•
-,37/2/::./;kv*GINI
iiiii
04/27/2022
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FIRM # P-1227
PROD. NO: 20210217
11
LU
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
CN
CV
ro
Sheet No:
C300

0
GRAPHIC SCALE
1" = 50'
50 100
150
\
UTIL X-ING
BOT: 955.85(15"STRM)
OP: 954.10(8"SAN DIP)
SEPAR: 1.75'
- -960- -_
960'
I
UTIL X-ING
BOT: 954.36(15"STRM)
P: 952.72(8"SAN DIP)
SEPAR: 1.64'
1
co
03
7
PROPOSED
WET POND 5
UTIL X-ING
BOT: 953.39(15"STRM)
TOP: 951.53(8"SAN)
E SEPAR:1.86'
/ /
UTIL X-ING'
BOT: 951.54(8"WTR)
TOP: 948.35(24"STRM)
SEPAR:3.19' 4-
-960
PROPOSED 15' WIDE
STORM DRAINAGE EASEMENT
/
/
PROPOSED 25' WIDE
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 949.3(8"SAN)
TOP: 947.99(24"STRM)
SEPAR: 1.31'
UTIL X-ING
95E BOT: 951.35(15"STRM)
TOP: 948.85(8"SAN)
SEPAR: 2.50'
II
L
L
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( r
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1 J
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1 \ Ci99 I \\ \ \\
1 \ l \\.\
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1
/
•
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/
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( r / / //
/ //�/
/ / /
7
I
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PROPOSED BMP STORM
-- , j' - _ - j DRAINAGE EASEMENT
i/ / / ; (� / /-
PROPOSED 20' WIDE �-
STORM DRAINAGE EASEMENT
PROPOSED 20' WIDE BMP ACCESS
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 949.36(15"STRM) 4�
TOP: 946.67(8"SAN) /3\
SEPAR: 2.69'
189
UTIL X-ING
BOT: 946.97(8"WTR)
TOP: 944.47(8"SAN)
SEPAR: 2.50'
25
UTIL X-ING
BOT: 940.27(8"WTR)
TOP: 938.77(24"STRM)
SEPAR: 1.5'
UTIL X-ING
BOT: 942.85(15"STRM)
TOP: 941.54(8"SAN DI
SEPAR: 1.31'
UTIL X-ING
BOT: 947.11(8"WTR)
P: 940.31(8"SAN DIP)
SEPAR: 6.8'
117
/,
\'9
00
I\ \
, \\;,
-
\\ 1 \�1/\
\ \ \
\ 1 t 1
PROPOSED 20' WIDE BMP ACCESS
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 943.22(15"STRM)
OP: 941.81(8"SAN DIP)
SEPAR:1.41'
7
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PROPOSED
WET POND 4
UTIL X-ING
BOT: 943.86(15"STRM)
TOP: 938.82(8"SAN)
SEPAR: 5.04'
107
L_
voAt
itUTIL X-In
941.5
TOP: 940.E
SEPAR: 0.1
v
t UTIL X-ING,
BOT: 937.85(15'STRM)
TOP:933.57(8"SAN)
SEPAR: 4.28'
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
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DESCRIPTION
Ci
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-:.:::::;:o..v,--.;.,,, ik3 03 12 N9 : ts,,,,......7.- ,,.........7=-
04/27/2022
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Sheet No:
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LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
C301

SITE KEY (NTS)
1
I
1
1
I
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
GRAPHIC SCALE
1" = 50'
50 100
s
1
1
1
1
I
1
1
1
1
1
1
1
1
1
1
1
1
1
I
1
1
1
1
•
1
•
150
i
/
1 \ /�
� � \\ \ I r
) I I \ \\ 1
(r
\
^ , ✓ 7 - ......
/
II \ I �� ~� \ \�
1 ) I \\ \ \ \ 1 --"\ \ \ l '
/ / \ \1I /I -\ \\ \ \\ \
I/ \ I i \ \ \ l \
I I I I I I( \ \\ \ \/ \_
_ _l / / t /lI / ( \
n�_i
\ —
r� \
I —
N 1 r \ \
1 J / \ \ \ Z \ \ , \ \ - \ ) \ \
\ \ /�\
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II /l l l i 1 1 f\�— —`, / 7 7 A\\
/ \ \� \
\ \ \
_910 —
/ I llll l r\
.7o/
UTIL X-ING
BOT: 937.85(15"STRM)
TOP: 933.57(8"SAN)
SEPAR: 4.28'
49
50
51
1 PROPOSED 20 WIDE
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 932.64(15"STRM)
TOP:927.98(8"SAN)
SEPAR:4.66' r UTIL X-ING
BOT: 927.36(15"STRM)
ir'Nk _ TOP: 922.41(8"SAN)
� - — SEPAR: 4.95' 11.1 fir
UTIL X-ING
BOT: 931.87(15"STRM)
TOP: 929.47(8"SAN)
SEPAR: 2.4'
1
920
916
�914
9/2
910
\90$
996
/
L
-Pfv00(3)
192
//
/
UTIL X-ING
BOT: 946.97(8"WTR)
TOP: 944.47(8"SAN)
SEPAR: 2.50'
UTIL X-ING
BOT: 944.86(15"STRM)
TOP: 941.69(8"SAN)
SEPAR: 3.17'
/- -• —
/
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) / / /—/_/ -____ .,/
/
J J
J � J \ 66`\\-
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110
n
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•
UTIL X-ING
BOT: 938.16(18"STRM)
TOP: 936.08(8"SAN)
SEPAR: 2.08'
7 '- 1- "._
cost 1 /� 1—''
— J
/// /
/—',_/ / / /
`— i / / /
r -- - -, - I �J/fli// /
✓-�/jj/J i rr/ _,ir / //
„,rr—j✓ / /
/
_,/ / /
—
-L-)' DRAINAGE EASEMENT c
•
Lau_ X-ING
BOT: 927.01(15"STRM
TOP: 924.20(8"SAN)
SEPAR: 2.81'
•
•
1;11
54
SEPAR: 4.95'
BOT: 923.36(15"STRM
TOP: 918.41(8"SAN)
922*
918
914
91
910
906-
904—
•
_ ___ it?!
•
\ 1 _,1\ : L ,,7/ 1) I .i .-- — -?'lc)-
/
EAL r_
04/27/2022
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< vi -
0 Z a
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EN
FIRM # P-1227
NO: 20210217
0
ce
LLI
0
1E1
0
LLI
ULU
WUj
LU
CHECKED BY: MIG
co
ce
LID
CO
co
co
LA
co
LD
LU
ce
Lu
Lu
SCALE: 1" = 50
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
ce
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
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REVISED PER COMMENTS
0
REVISED PER COMMENTS
DESCRIPTION
Sheet No:
C302

NAM
.
1
I
/
/1
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j/ / /(/ / V
/ i
/ // /
/ / 7
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GRAPHIC SCALE
1" = 501
50 100
-890'
/ / /
// /
/ / / /
/ / / / / z //
/ / / /
z
1
j
--\\\
/-*
<
/ // / / -/ / / /7.-
/ / / ,/ 7
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, y / / /( , Y
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,//77 -----'..-'''/ 7
/// / / 7
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/// / / _./
/// / // / /
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/// /// / , ,
150 /// / /7'/ , __.-'.
V
/// / // / /z' /
// // / 7/ / / /
/ // / / /7 /
/ / / / / / / / / %/,
// // / //' / / / //
v /// '
/////// / / /
/ i
2
/ /
/ ,/ / / f
/ ----- / / r / /' / /
/ / / / / / / / 7
// z/ // // // // / / // (7 /
z / / , /
/ ' /
/ 1 _,
/ / i / / K / i
/ / " / /'
/ / / / / / /
/ / / " I I 1
/
/ / 7 / 7 /
/ / /117
/ /////7/(//
/ / //1
,>,
COS2//
/ ///) PROPOSED BMP STORM
j / 7
DRAINAGE EASEMENT
r
892
894
896-
89e
900
902
904
906
908
910
912
914
916
9/8
920
9,22
924
926
928
930
932
934
936
938
36
PROPOSED 20' WIDE
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 943.22(15"STRM)
P: 941.81(8"SAN DIP)
SEPAR: 1.41'
UTIL X-ING
38
GOT: 941.63(8"WTR) A
TOP: 940.66(24"STRM) /".•
SEPAR: 0.97'
29
/
, PROPOSED 20' WIDE BMP
/ ACCESS STORM DRAINAGE
--/ EASEMENT
UTIL X-ING
BOT: 947.11(8"WTR)
TOP: 940.31(8"SAN DIP)
SEPAR: 6.8'
-
411 • *IT 4-aiv
"ft-.401.'•;.•
N
00.coZ
.--c0 co co
I PROPOSED
/ WET POND 1
o I
cocj
ool; co/co 0
co co co ccroj goo (73
UTIL X-ING
BOT: 943.86(15"STRM)
TOP: 938.82(8"SAN)
SEPAR: 5.04'
co_
CV -4- (0
cp 0.x. 0
03 00 co co 0)
0) (0 00
0)0) ON
00 co 0)
c0 00 0 0,
V
c
66 UTIL X-ING
BOT: 898.95(8"WTR) -
TOP: 898.21(15"STRM)
SEPAR: 0.74'
UTIL X-ING
BOT: 907.36(15"STRM)
TOP: 902.87(8"SAN)
SEPAR: 4.49'
PROPOSED BMP STORM
DRAINAGE EASEMENT
UTIL X-ING
BOT: 916.85(15"STRM)
TOP: 911.70(8"SAN)
SEPAR: 5.15' /
UTIL X-ING
BOT: 923.36(15"STRM)
TOP: 918.41(8"SAN)
SEPAR: 4.95'
PROPOSED 20' WIDE
STORM DRAINAGE EASEMENT
IINSD
UTIL X-ING
BOT: 937.85(15"STRM)
TOP: 933.57(8"SAN)
SEPAR: 4.28'
5 1 UTIL X-ING
4 \ GOT: 927.36(15"STRM)
TOP: 922.41(8"SAN)
SEPAR: 4.95'
UTIL X-ING
GOT: 932.64(15"STRM)
TOP: 927.98(8"SAN)
SEPAR: 4.66'
1-t12p.
UTIL X-ING
BOT: 897.85(15"STRM)
TOP: 892.39(eSAN)
SEPAR: 5.46
IiJI
.1;411
11 710
UTIL BOT: 906.86(15"STRM)
TOP: 9°i
1114
111
114
IIi
-J
Jim ',,IIIiiij
4
111
B OTTO: P9:2901. 5:1. 4(T181:50" X-INGSsT RAMN))
1
SEPAR: 3.03'
ill II
11111111!
B OTTO: P9:2972. 40U.12(T1011-5"( 8XS:sT ARI NMNG))
SEPAR: 2.81'
UTIL X-ING
BOT: 931.87(15"STRM)
TOP: 929.47(8"SAN)
SEPAR: 2.4' •
I Li-
BOT: 893.32(8"SAN DIP)
TOP: 892.10(15" STRM)
EPA: . 2'
UTIL X-ING
BOT: 938.16(18"STRM)
TOP: 936.08(8"SAN)
SEPAR: 2.08'
e.0
1
iii
PIFT
oil
111
all UTIL X-ING
GOT: 910.77(36"STRM
,4111.11FATOP:909.27(8”WTR DI
SEPAR: 1.5'
;u1
\ 81
0.)
r/c,/cp
co/,/7-,-s
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auP
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PROPOSED 20' WIDE
BMP ACCESS Pt STORM VS\
DRAINAGE EASEMENT
1
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,90
0 L(coa.
\ c
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ci)
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
DESCRIPTION
JtIL X-ING
BOT: 913.71(15''STRM) A_
TOP: 910.50(8''SAN)
SEPAR: 3.21'
<ID
c:)?
---- SEAL -
k
.k-
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///7t 11/
04/27/2022
EN
Sheet No:
Lu
0
/
RPSD BP SOM /,RIAE ESMN
(
'/ c 1
N
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
C3O3

C304
N
-ING
0.51(15"STRM) �\
7.48(8"SAN)
3.03'
PROPOSED
WET POND 1
X \
\ \
/ /
/ / //�
/ /
/ �I / ////i �// / (
) \//
/ _
/ / STOR
/ / / // j / / / 0 PR RAIINAGEOPOSEDBMP EASEMENT
/
N
880
882
884 -�
88¢ -
888
890
892
894
896
8'8
900
902
904
908
9QQ6
910
912
914
16
18
N
PROPOSED BMP STORM
DRAINAGE EASEMENT
PROPOSED \ \ \
WET POND 1 N
III III UTIL X-ING
BOT: 9
STOP: 9 EEPAR:515(B SAN)M)
UTIL X-ING
/ BOT: 913.71( 5"STRM)
/ TOP:910.50(8"SAN)
SEPAR: 3.21' rn
N
cos',
ad0
882
884-
886
.888
\ 890
892
894'
896
898
900
\ 902
94
\ 906
UTIL X-ING
BOT: 907.36(15"STRM)
TOP: 902.87(8"SAN)
SEPAR: 4.49'
8
PROPOSED 20 WIDE
STORM DRAINAGE EASEMENT
UTIL X-ING
BOT: 895.07(8"WTR)
TOP: 893.36(8"SAN)
SEPAR: 1.71'
2
2OLF B" DIP CENTER
/ rf-I AT I \ ISrG
UTIL X-ING
OT: 896.974(15"STRM)
TOP: 895.474(8"WTR)
S 'AR•1.5'
UTIL X-ING
BOT 893.32(8"SAN DIP)
TOP: 892 10(15" STRM)
SEPAR: 1.22'
\cs)
\• �0,
\
Co
•
•
•
•
•
PROPOSED BMP STORM
PROPOSED PRECAST
CONCRETE HEADWALL
•
•
co
co
co
•
•
NN
•
PROPOSED 20' WIDE B.MP
STORM DRAINAGE EASEMENT )
UTIL X-ING
TOP: 870.27(8"SAN)
UTIL X-ING
BOT: 881.89(15"STRM)
SEPAR: 2.65
UTIL X-ING
BOT: 891.58(8"SAN DI
TOP: 890.27(30"STRM
SEPAR: 1.31' -
UTIL X-ING
BOT: 893.81(8"WTR)
TOP: 890.41(30"STRM)
SEPAR: 3.4'
UTIL X-ING
BOT: 889.92(15 'STRM
TOP: 887.04c6"SAN
SEPAR: 2.88
•
UTIL X-ING
T: 868.47(8"SAN DIP)
OP: 866.76(24"STRM)
UTIL X-ING
T: 868.47(8"SAN DIP)
OP: 852.87(72"STRM)
R:1
UTIL X-ING
BOT: 878.39(15"STRM)
TOP: 871.45(8"SAN DI
UTIL X-ING
BOT: 878.41.22(8"WTR
TOP: 871.51(8"SAN DI
SEPAR: 6.90'
PROPOSED BMP STORM
DRAINAGE EASEMENT
PROPOSED 20' WIDE
STORM DRAINAGE EASEMENT
PROPOSED 20 WIDE
BMP ACCESS STORM
DRAINAGE EASEMENT
UTIL X-ING
BOT: 895.00(8"WTR)
TOP: 892.05(18"STRM)
OT: 875.48(18"STRM)
UTIL X-ING SEPAR: 1.48'
BOT: 891.52( 5"STRM) Amilowei
TOP: 886.58(8"SAN DIP)
SEPAR: 4.94'
CO 0
CO 1
•
TIL X-ING
OT: 868.47(8"SAN DI
OP: 852.87(72"STRM
--,X)6' • 'eo
N N-
PROPOSED BMP STORM A
DRAINAGE EASEMENT
(55F- - - - -
CROSS HATCHING INDICATES
• AREA INSIDE OF ROAD R/W TO BE
DEDICATED FOR PUBLIC USE.
(AREA = 20,757.58 SF, 0.477 AC.)
•
\..\):\--S\
//X
/
150
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
co
DESCRIPTION
•
NAD83 - 2011
---`s---- -=------\-_-_-_- 4--/--.-,1 /ff( (-- \__ - _., ,._ , . 6"
•
•
cp
GRAPHIC SCALE
1" = 50'
•
•
50 100
•
•
•
•
•
•
•
•
SEAL =
04/27/2022
011
-3 0
4,9
Sheet No:
ENGINEERING • SURVEYING • PLANNING
06
ce
rn
0
LAKE LUXURY HOMES, LLC.
cb
7271 LONG ISLAND RD.
C305

10'
LITTORAL
SHELF
SEE STORM PROF'
48"x48"
I--48"x48"-
FRONT VIEW (OCS)
N TS
885.00
TOP OF TRASH RACK, 888.60
TOP OF OCS, 887.60
OPENING FOR INVERTED
4" DIA. ORIFICE, 885.50
8" DIP DRAWN
DOWN PIPE, 881.00
24" RCP, 874.99
BOTTOM OF OCS, 874.49
SEDIMENT FOREBAY
/ PROPOSED 25' WIDE
( STORM DRAINAGE EASEMENT
\
RIP -RAP APRON (TYP.)
SEE DETAIL 4/C504
\
PROPOSED 25' WIDE
STORM DRAINAGE EASEMENT
892
894
896
898
\giN 900
_� 902
904
906
:W---908
910-
912
914
916
o ��918
0.4
922
#4 BAR 12"
O.C. EACH WAY
0/-1/2" PREFORMED
JOINT FILLER, 12" WIDE
ANTI -SEEP COLLAR
RIP -RAP BERM AND WEIR
CLASS B RIP -RAP 15" (MIN.) DEPTH 0 PERMANENT POOL WSE 885.50
VALVE STEM
DRAW -DOWN VALVE
8" MUELLER A-2360
RESILIENT WEDGE GATE
VALVE WITH BRASS SEAT
SEE MANUFACTURES SPECS
FOR INSTALLATION
1' CLAY LINER (TYP.)
N
N \ \ \ \ \ \ \
\ \ \\\
\ \ \ \
\ \ \� \ \\\\ \\
\J-✓\\,. \\\ \\ \ \\ \\
\\ \ \ \\ \
\ \
\
PROPOSED BMP STORM \A
DRAINAGE EASEMENT
\\ \ \ '\ N \ \ \
\l \`-, \\ N \\ \\ \\ \\ \\ \\\
\ \ \\ \ \ \\ \\ \\
\ \ \ ��\ �\ \\\ \\ \\\ \\ ��\
\ \ \ 1 \ \ \ N \ \
�_ \ �' . \ \ \ \ N �
\\ �\ 1 ( \1 \\\ \\\\\\ �\ \ \
\ \ \ \
\\ \ (\ �`\ \\ \\ \ \\ �
\ \ \ \ \ \\
\\ \ ✓\\•\ \ \\ N \��
s 1 1 \ \ \ \\
STORM EVENT
WSE
WQv
885.95
1YR-24HR
885.75
2YR-24HR
886.01
10YR-24HR
886.91
25YR-24HR
887.54
50YR-24HR
887.70
100YR-24HR
887.80
MAIN POND
BOTTOM OF POND 880.00
N
\ \
\ N \
\ \ \ --,_
---.
\ --...\ N
\ \
TRASH RACK FABRICATED WITH
NO. 4 REBAR SPACED 6" O.C.
ANCHOR TO OCS WITH HINGE
48"x48" (I.D.) PRE -CAST
CONCRETE BOX
INVERTED WQ ORIFICE,
4" DIA. ORIFICE, 885.50
8" DIP DRAW -DOWN WITH
VALVE, STEM & WHEEL, 881.00
i
/// �-- - / it <J
//
un7
LITTORAL SHELF WITH
WETLAND PLANTING
SEE PLANTING PLAN
10' WIDE
TOP OF BERM
000.00
888.60 NiNi/\ 3
885 00 1\/j 1,\\j//\ 1
887.60 A.A A ' 886.00��\\\ \\/\\/
/\/\ 1 ', ,CLAYLINER /(TYP.)//\\//\\//\\//\\/\/C//\\//\\
\ANTI` SEEPCOLLAR(TYP`) /am\/\
LITORAL SHELF PLANTING LEGEND
CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
ACORUS CALAMUS (SWEETFLAG)
'4'''
v.
HIBISCUS MASCHEUTOS (MARSH MALLOW)
IRIS VIRGINICA (SOUTHERN BLUE FLAG)
SPACE 1'_f
ON CENTER II
6'-6" ON CENTER
PLANTING PLAN FOR LITTORAL SHELF
PLANTING ZONE 3 SPECIES:
1. CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
2. ACORUS CALAMUS (SWEETFLAG)
3. HIBISCUS MASCHEUTOS (MARSH MALLOW)
4. IRIS VIRGINICA (SOUTHERN BLUE FLAG)
PLANT BUTTONBUSH 6'-6" ON CENTER.
ALTERNATE SWEETFLAG, MARSH MALLOW, AND
SOUTHERN BLUE FLAG SPACED 1' O.C. BETWEEN
BUTTONBUSHES.
BUTTONBUSH SHALL BE MINIMUM 3' HT. CG
SWEETFLAG, MARSH MALLOW, AND SOUTHERN BLUE
FLAG SHALL BE 2" DIA. X 5" PLUG
PLAN VIEW LITTORAL SHELF PLANTING
NOT TO SCALE
/1 PLANTING P_AN FOR LITTORAL SHELF
874.00 NOT TO SCALE
900
900
895
/
./
/
/
/
/�
^
895
890
/
/
o,o•
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is,�
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/
/
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/
/
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•
//
St
z z 1890
885
/
/
/
/
/
I
/
885
880
/
_
/
/
/
/
I
880
875
o00i
/
o z o /
/
cnajj
u_
c~n z
/.-
//
/
875
870
III 0 0.5%
RCP
198.69LF 24"
870
865
(Horizontal) 1" =
50
(Vertical) 1" = 5
865
-l_
-PROPOSED BMP STORM
-DRAINAGE EASEMENT
CCMT
^ - -maul_
- \
STOP OF BERM 890.0
\ 892
894
896
898
900
902
904
906
908
910
912
10' LITTORAL SHELF-7
WET POND 1
(MAIN POND)
RIP -RAP BERM AND WEIR
CLASS B RIP -RAP
15" (MIN.) DEPTH
888
\\ 890
892
894
896
898
.900
902
FORE -
BAY 2
CO
920
920
915
/V
915
910
///
/
/
/
/
/
910
905
///
/
/
/
/
/
/
/
905
900
900
895
895
890
890
885
±coZQ
D
885
0Z5
880
w<»
880
875
128IIIo.7s%
(Horizontal) 1" =
50
(Vertical) 1" = 5
875
RIP -RAP APRON (TYP.
SEE DETAIL 4/C504
-IC7E)
NAD83 - 2011
GRAPHIC SCALE
1 inch = 30 ft.
30 60
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
>-
m
DESCRIPTION
C5
ENGINEERING • SURVEYING • PLANNING
w
z
0
I
z
w
0
0
w
0
0
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LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
/
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SEAL
= 33292 = _
04/27/2022
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Sheet No:
C306

i
:9 1
920
/
TOP OF TRASH RACK, 910.20
TOP OF OCS, 909.20
OPENING FOR INVERTED
3" DIA. ORIFICE, 907.50
FRONT VIEW (OCS)
NTS
8" DIP DRAWN
DOWN PIPE, 903.00
BOTTOM OF OCS, 893.97
SIDE VIEW (OCS)
NTS
3
SEE STORM PROFILES
ERGY DISSIPATER -
91-6
910
7
7
-
-
-
/
/ L. - - . 4 -i ft .,.."' 4.8P gg02. " .. . 4 , 4 /- - - - - 77 41/( I 4 ( - -
/ /
/ r Lf3 9. : 1 ,
ocniLsz
/
/
/
—
/
/
/
/
/
/
/
/
/
/
900
as
93.19LF 24
RCP III
890
890
885
(Vertical) 1" = 5
885
-0+50
0+00
0+50
1+00
1+50
N.
•
10'
SHELF
907.00
RIP -RAP APRON
CLASS B RIP -RAP
15" (MIN.) DEPTH
/
N
/
•
#4 BAR 12"
0.C. EACH WAY
or1/2" PREFORMED
JOINT FILLER, 12" WIDE
12" 12"
ANTI -SEEP COLLAR
NTS
DRAW -DOWN VALVE
NTS
8" MUELLER A-2360
RESILIENT WEDGE GATE
VALVE WITH BRASS SEAT
SEE MANUFACTURES SPECS
FOR INSTALLATION
RIP -RAP BERM & WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
1' CLAY LINER (TYP.)
•
•
•
•
•
•
•
4\ PROPOSED BMP STORM
DRAINAGE EASEMENT
STORM EVENT
WSE
WQv
907.84
25YR-24HR
909.15
100YR-24HR
909.33
v PERMANENT POOL WSE 907.50
MAIN POND
BOTTOM OF POND, 902.00
TRASH RACK FABRICATED WITH
ANCHOR TO OCS WITH HINGE
8" DIP DRAW -DOWN WITH
VALVE, STEM & WHEEL 903.00
RIP -RAP BERM AND WEIR /
—
----------------
-
-
10' WIDE
LITTORAL SHELF
WITH WETLAND
PLANTING
SEE PLANTING PLAN
/PROPOSED BMP STORM
DRAINAGE EASEMENT
RIP -RAP APRON (TYP.)
SEE DETAIL 4/C504
894.47
LITORAL SHELF PLANTING LEGEND
v.
HIBISCUS MASCHEUTOS (MARSH MALLOW)
0
IRIS VIRGINICA (SOUTHERN BLUE FLAG)
10' WIDE
TOP OF BERM
912.00
H
3
SEE STORM PROFILES
& STORM DRAINAGE EASEMENT
RIP -RAP BERM AND WEIR
CLASS B RIP -RAP
15" (MIN.) DEPTH
—
'CO)
)
SPACE 1'
ON CENTER
6'-6" ON CENTER
PLANTING PLAN FOR LITTORAL SHELF
PLANTING ZONE 3 SPECIES:
1. CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
2. ACORUS CALAMUS (SWEETFLAG)
3. HIBISCUS MASCHEUTOS (MARSH MALLOW)
4. IRIS VIRGINICA (SOUTHERN BLUE FLAG)
PLANT BUTTONBUSH 6'-6” ON CENTER.
ALTERNATE SWEETFLAG, MARSH MALLOW, AND
SOUTHERN BLUE FLAG SPACED 1' 0.C. BETWEEN
BUTTONBUSHES.
BUTTONBUSH SHALL BE MINIMUM 3' HT. CG
SWEETFLAG, MARSH MALLOW, AND SOUTHERN BLUE
PLAN VIEW LITTORAL SHELF PLANTING
NOT TO SCALE
PLANTING P_AN FOR LITTORAL SHELF
1) NOT TO SCALE
894.00
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04/27/2022
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NO: 202102
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LEGACY RI
CHECKED BY: MIG
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ENGINEERING • SURVEYING • PLANNING
CD
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SCALE: 1" = 30
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
cb
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
ce
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
r
nr
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/
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GRAPHIC SCALE
1 inch = 30 ft.
30 60
90
MAP REVISIONS:
>-
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REVISED PER COMMENTS
DESCRIPTION
Sheet No:
C307

N'co1-
+ LT D
000„o_0
oi-
0cnrxzz
870
870
865
865
r-�
/
in
000
/
/
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860 Lu
Z
860
�//
7
7
7
/
/
/
//
74.28LF 24"
© 0.-5%
855
RCP III
855
(Horizontal) 1" =
50
850
(Vertical) 1" = 5
850
10'x10'x2' ANTI -FLOTATION
CONCRETE SLAB ANCHOR TO OCS
RIP -RAP BERM AND WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
(MAIN POND)
VALVE STEM
8" MUELLER A-2360
RESILIENT WEDGE GATE
VALVE WITH BRASS SEAT
SEE MANUFACTURES SPECS
FOR INSTALLATION
DRAW -DOWN VALVE
10' WIDE
LITTORAL SHELF
WITH WETLAND 10' WIDE
PLANTING TOP OF BERM
SEE PLANTING PLAN 870.00
k- H H
869.70
NIA I0
//\%/\
/, / 66.00 ,\/A/A/Aj/\\j/\\\
\ 1' CLAY LINER (_TYP.)�\\\\\ \
i. j\/ 865.00/jj��\%\%%%\
857.37
857.00
LITORAL SHELF PLANTING LEGEND
CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
ACORUS CALAMUS (SWEETFLAG)
'''''
v.
HIBISCUS MASCHEUTOS (MARSH MALLOW)
IRIS VIRGINICA (SOUTHERN BLUE FLAG)
RIP -RAP APRON (TYP.)
SEE DETAIL 4/C504
48"x48"
4---48"x48"-I
FRONT VIEW (OCS)
NTS
SEE STORM PROFILES
=11 I-111-111--111--11 I-_III-_III_III-_I I
-I 1I
866.00
ENERGY DISSIPATER
PROPOSED 20' WIDE
BMP ACCESS STORM
DRAINAGE EASEMENT
TOP OF TRASH RACK, 869.70
TOP OF OCS, 868.70
OPENING FOR INVERTED
1-5/8" DIA. ORIFICE, 865.50
8" DIP DRAWN
DOWN PIPE, 861.00
24" RCP, 857.37
BOTTOM OF OCS, 856.87
448"x48"-I
SIDE VIEW (OCS)
NTS
148"x48"
yl I.D.
LI TTOR Ate
SHELF •
RIP -RAP BERM & WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
865.00
LINE DITCH & APRON WITH
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
SEDIMENT BASI
BOTTOM OF
BAY, 860.00
STORM EVENT
WSE
WQv
866.3
1YR-24HR
866.11
2YR-24HR
866.56
10YR-24HR
868.05
25YR-24HR
868.73
YR-24HR
868.77
10 Yid-2-44R
868-8.4
/\/\\/\\
I1=1 11=1 11=1 11=1 11=1 I
1 �1 I III-III-I=111=111=1 11II-, _1111CLAY LINER (TYP.)
111�=
#4 BAR 12"
O.C. EACH WAY
0/-1/2" PREFORMED
JOINT FILLER, 12"
ANTI -SEEP COLLAR
TRASH RACK FABRICATED WITH
NO. 4 REBAR SPACED 6" O.C.
ANCHOR TO OCS WITH HINGE
48"x48" (I.D.) PRE -CAST
CONCRETE BOX
INVERTED WQ ORIFICE,
1-5/8" DIA. ORIFICE, 865.50
PERMANENT POOL WSE 865.50
8" DIP DRAW -DOWN WITH
MAIN POND
VALVE, STEM & WHEEL, 861.00
BOTTOM OF POND, 860.00
I=I I I=I I I=III=I I I=I I I=I I I=I I I=I I I=I Ha
-I I I -III -III -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I II -III -III -II I
854.87
PROPOSED 20' WIDE
STORM DRAINAGE EASEMENT
SEE STORM PROFTtE
OCS8
48"x48" I.D. PRE -CAST
CONCRETE RISER
SPACE 1'_f
ON CENTER II
6'-6" ON CENTER
PLANTING PLAN FOR LITTORAL SHELF
PLANTING ZONE 3 SPECIES:
1. CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
2. ACORUS CALAMUS (SWEETFLAG)
3. HIBISCUS MASCHEUTOS (MARSH MALLOW)
4. IRIS VIRGINICA (SOUTHERN BLUE FLAG)
PLANT BUTTONBUSH 6'-6" ON CENTER.
ALTERNATE SWEETFLAG, MARSH MALLOW, AND
SOUTHERN BLUE FLAG SPACED 1' O.C. BETWEEN
BUTTONBUSHES.
BUTTONBUSH SHALL BE MINIMUM 3' HT. CG
SWEETFLAG, MARSH MALLOW, AND SOUTHERN BLUE
FLAG SHALL BE 2" DIA. X 5" PLUG
PLAN VIEW LITTORAL SHELF PLANTING
NOT TO SCALE
1C1'117E)
NAD83 - 2011
GRAPHIC SCALE
1 inch = 20 ft.
20 40
04/27/2022
Sheet No:

/
/
/ /
/ /
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7
935
1 /
7
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7
/
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7
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7
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935
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930
00'0 °J•
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930
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925-
925
920
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915
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915
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��
> /
z /
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910
/�/
-
910
j - 89.5LF 24"
0 0.5%
KCP III
905
905
(Horizontal) 1" =
50
900
(Vertical) 1" = 5
r 900
-0+50
0+00
0+50
1+00
1+50
im
0 'y 6
/77
I.D.
FRONT VIEW (OCS)
NTS
TOP OF TRASH RACK, 925.90
TOP OF OCS, 924.90
OPENING FOR INVERTED
1-1/2" DIA. ORIFICE, 923.50
8" DIP DRAWN
DOWN PIPE, 919.00
BOTTOM OF OCS, 909.95
48"x48"
I.D.
SIDE VIEW (OCS)
NTS
SEE STORM PROFILES
MA 1
ENERGY DISSIPATER
7
PROP• O• SED BMP STORM
DRAINAGE EASEMENT
7
RIP -RAP BERM & WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
10'
LITTORAL
SHELF
II —ill
',111III.
923.00
SEDIMENT BASIN
BOT OF BAY
:.� 918.00
STORM EVENT
WSE
WQv
923.77
1YR-24HR
923.60
2YR-24HR
923.74
10YR-24HR
924.33
25YR-24HR
924.79
50YR-24HR
924.93
100YR-24HR
924.96
N
#4 BAR 12"
O.C. EACH WAY
or1/2" PREFORMED
JOINT FILLER, 12" WIDE
12" 12"
ANTI -SEEP COLLAR
NTS
DRAW -DOWN VALVE
NTS
8" MUELLER A-2360
RESILIENT WEDGE GATE
VALVE WITH BRASS SEAT
SEE MANUFACTURES SPECS
FOR INSTALLATION
TRASH RACK FABRICATED WITH
NO. 4 REBAR SPACED 6" O.C.
ANCHOR TO OCS WITH HINGE
48"x48" (I.D.) PRE -CAST
CONCRETE BOX
INVERTED WQ ORIFICE,
1-1/2" DIA. ORIFICE, 923.50
PERMANENT POOL WSE 923.50
I —I I I-1 1 I-1 1 I-1 1 I-1 1 I—
aIIIIIIIIIIIIIIIII 1„CLAY iIiNERii(TYP.)ill �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
MAIN POND 8" DIP DRAW -DOWN WITH
VALVE, STEM & WHEEL, 919.00
BOTTOM OF POND, 918.00
/
/ —
/
/
907.95 111-
10'x10'x2' ANTI -FLOTATION -
CONCRETE SLAB ANCHOR TO OCS
OCS12
48"x48" I.D. PRE -CAST
CONCRETE RISER
(MAIN POND)
RIP -RAP BERM AND WEIR
CLASS 'B' RIP -RAP
10' WIDE
LITTORAL SHELF
WITH WETLAND 10' WIDE
PLANTING TOP OF BERM
SEE PLANTING PLAN 928.00
910.45
SEE STORM PROFILES
ANTI -SEEP
COLLAR (TYP.)
RIP -RAP APRON (TYP.)
, SEE DETAIL 4/C504
910.00
Ny
/
PROPOSED BMP STORM
DRAINAGE EASEMENT
co
031
LITORAL SHELF PLANTING LEGEND
P.
HIBISCUS MASCHEUTOS (MARSH MALLOW)
0
IRIS VIRGINICA (SOUTHERN BLUE FLAG)
SPACE 1
ON CENTER
6'-6" ON CENTER
PLANTING PLAN FOR LITTORAL SHELF
PLANTING ZONE 3 SPECIES:
1. CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
3. HIBISCUS MASCHEUTOS (MARSH MALLOW)
4. IRIS VIRGINICA (SOUTHERN BLUE FLAG)
PLANT BUTTONBUSH 6'-6" ON CENTER.
ALTERNATE SWEETFLAG, MARSH MALLOW, AND
SOUTHERN BLUE FLAG SPACED 1' 0.C. BETWEEN
BUTTONBUSHES.
BUTTONBUSH SHALL BE MINIMUM 3' HT. CG
SWEETFLAG, MARSH MALLOW, AND SOUTHERN BLUE
FLAG SHALL BE 2'' DIA. X 5" PLUG
PLAN VIEW LITTORAL SHELF PLANTING
NOT TO SCALE
/1)PLANTING P_AN FOR LITTORAL SHELF
NOT TO SCALE
N
1CitlE)
NAD83 - 2011
GRAPHIC SCALE
1 inch = 20 ft.
20 40
60
04/27/2022
•<(
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-3 0
4,9
Sheet No:
ENGINEERING • SURVEYING • PLANNING
oo
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SCALE: 1" = 20
Lu
0
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
LAKE LUXURY HOMES, LLC.
cb
7271 LONG ISLAND RD.
C309
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
>-
co
DESCRIPTION

48"x48"
I.D.
4---48"x48"-
FRONT VIEW (OCS)
NTS
SEE STORM PROFILES
co IA
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940
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N
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/
915
o
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/'
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910
ma
u_o
> /
z /
910
62.75LF 24"
@ 0.5%
905
RCP fl
905
900
(Horizontal) 1" =
50
900
(Vertical) 1" = 5
TOP OF TRASH RACK, 938.80 O
TOP OF OCS, 937.80
OPENING FOR INVERTED
3" DIA. ORIFICE, 935.50
8" DIP DRAWN
DOWN PIPE, 931.00
24" RCP, 927.64
BOTTOM OF OCS, 927.14
10'
LITTORAL
SHELF
935.00
48"x48"
I.D.
- 18"x48"-I
SIDE VIEW (OCS)
NTS
RIP -RAP BERM & WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
#4 BAR 12"
O.C. EACH WAY
or1/2" PREFORMED
JOINT FILLER, 12" WIDE
ANTI -SEEP COLLAR
STORM EVENT
WSE
WQv
936.05
1YR-24HR
935.67
2YR-24HR
935.96
10YR-24HR
937.17
25YR-24HR
937.85
50YR-24HR
937.91
100YR-24HR
938.01
FOREBAY
RIP -RAP APRON (TYP.)
SEE DETAIL 4/C504
PROPOSED 25' WIDE
STORM DRAINAGE EASEMENT
TRASH RACK FABRICATED WITH
NO. 4 REBAR SPACED 6" 0.C.
ANCHOR TO OCS WITH HINGE
48"x48" (I.D.) PRE -CAST
CONCRETE BOX
INVERTED WQ ORIFICE,
3" DIA. ORIFICE, 935.50
PERMANENT POOL WSE 935.50
8" DIP DRAW -DOWN WITH
MAIN POND
VALVE, STEM & WHEEL, 931.00
BOTTOM OF-P'ON-D93O.G3
VALVE STEM
8" MUELLER A-2360
RESILIENT WEDGE GATE
VALVE WITH BRASS SEAT
SEE MANUFACTURES SPECS
FOR INSTALLATION
DRAW -DOWN VALVE
10' WIDE
LITTORAL SHELF
WITH WETLAND 10' WIDE
PLANTING TOP OF BERM
SEE PLANTING PLAN 940.00
r H
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ilCONCRETE RISER
RIP -RAP BERM AND WEIR
CLASS 'B' RIP -RAP
15" (MIN.) DEPTH
LITORAL SHELF PLANTING LEGEND
CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
G
ACORUS CALAMUS (SWEETFLAG)
'4"'
v.
HIBISCUS MASCHEUTOS (MARSH MALLOW)
IRIS VIRGINICA (SOUTHERN BLUE FLAG)
SPACE 1'_f
ON CENTER II
6'-6" ON CENTER
PLANTING PLAN FOR LITTORAL SHELF
PLANTING ZONE 3 SPECIES:
1. CEPHALANTHUS OCCIDENTALIS (BUTTONBUSH)
2. ACORUS CALAMUS (SWEETFLAG)
3. HIBISCUS MASCHEUTOS (MARSH MALLOW)
4. IRIS VIRGINICA (SOUTHERN BLUE FLAG)
PLANT BUTTONBUSH 6'-6" ON CENTER.
ALTERNATE SWEETFLAG, MARSH MALLOW, AND
SOUTHERN BLUE FLAG SPACED 1' O.C. BETWEEN
BUTTONBUSHES.
BUTTONBUSH SHALL BE MINIMUM 3' HT. CG
SWEETFLAG, MARSH MALLOW, AND SOUTHERN BLUE
FLAG SHALL BE 2" DIA. X 5" PLUG
PLAN VIEW LITTORAL SHELF PLANTING
NOT TO SCALE
/RIP -RAP P(TYP,)
SEE DETAIL 4/C504 '4 �•�•`
/ PROPOSED 20' WIDE
BMP ACCESS STORM
DRAINAGE EASEMENT
-IC7E)
NAD83 - 2011
GRAPHIC SCALE
1 inch = 20 ft.
20 40
FIRM # P-1227
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
CATAWBA, NC 28609
>-
m
DESCRIPTION
d
z
ENGINEERING • SURVEYING • PLANNING
SCALE: 1" = 20
w
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DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
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RCP III @ C.5%
161 51F
42.72LF
880
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880
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DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
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7271 LONG ISLAND RD.
CATAWBA, NC 28609
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PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
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LAKE LUXURY HOMES, LLC.
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DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
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0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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PROJ. NO: 20210217
STORM SEWER PROFILES
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
W
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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REVISED PER COMMENTS
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DESCRIPTION
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FIRM # P-1227
PROJ. NO: 20210217
STORM SEWER PROFILES
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
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LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
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REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
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04/27/2022
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FIRM # P-1227
PROJ. NO: 20210217
STORM SEWER PROFILES
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
w
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0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
DESCRIPTION
O
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Sheet No:
C316

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04/27/2022
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FIRM # P-1227
PROD. NO: 20210217
STORM SEWER PROFILES
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
W
z
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>—
m
DESCRIPTION
O
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Sheet No:
C317

GRADING & DRAINAGE NOTES
EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS
SHOWN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL
CONDITION.
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL
PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE DESIGN
GRADE, INCLUDING ANY OFF -SITE BORROW OR SPOILS REQUIRED.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED
AREAS, INCLUDING PAVING, LAWN, AND LANDSCAPE AREAS.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS
PRIOR TO PROCEEDING.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE.
CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS
CONTRACT.
5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
TRANSITION BACK TO EXISTING GRADE.
6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS, SHOWN IN
DRIVES, PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS
INCLUDING ASPHALT OR CONCRETE. REFER TO PAVEMENT CROSS
SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS SUBJECT TO A FINE.
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE EROSION CONTROL PLANS. SEE EROSION CONTROL PLANS AND
DETAILS FOR ALL TEMPORARY AND PERMANENT SEEDING
SCHEDULES.
9. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
10. PIPE LENGTHS SHOWN ON CULVERTS DO NOT INCLUDE FLARED END
SECTIONS.
11. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN
THE SITE ROOF DRAIN PIPE INSTALLED AND THE PIPE INSTALLED
BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE
UTILITY CONTRACTOR.
1- LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
PP
POWER POLE
RCP
REINFORCED CONCRETE PIPE
INV
INVERT
FFE
FINISHED FLOOR ELEVATION
TYP
TYPICAL
LOD
LIMITS OF DISTURBANCE
FES
FLARED END SECTION
,--,
LARGE CANOPY TREE
111
INLET PROTECTION
WATTLE
ROCK CHECK DAM
RIP -RAP APRON
DIVERSION DITCH
- - J
SLOPE DRAIN
DRAINAGE AREA
LIMITS OF DISTURBANCE
O 0 0 0 0
TREE PROTECTION FENCE
SILT FENCE
0 0 0 0 o
_LLLLLLLLLLLLLLLLLLI
SLOPE MATTING
r
TOTAL DISTURBED AREA
62.50 ACRES
\orth Carolina One -Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call 3EFOE you DIG!
"It's The Law"
SEQUENCE OF CONSTRUCTION AND GENERAL NOTES - PHASE I
PROVIDE NOTICE TO TOWN OF CATAWBA AND CATAWBA COUNTY PLANNING AI
DIVISION EROSION CONTROL SECTION OFFICE TO SCHEDULE
PRE -CONSTRUCTION CONFERENCE PRIOR TO THE INITIATION OF LAND
DISTURBANCE.
2. EROSION CONTROL PLAN APPROVAL CERTIFICATE WILL BE DISPLAYED AND A
COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE AVAILABLE
ONSITE.
3. INSTALL CONSTRUCTION ENTRANCE/EXIT.
4. INSTALL ABC STONE ON CONSTRUCTION ENTRANCE/EXIT DRIVE.
5. PROVIDE MUD RAMP AT ALL CONSTRUCTION ENTRANCES.
6. INSTALL SILT FENCE AS SHOWN & MAINTAIN DAILY.
7. INSTALL DIVERSIONS AS SHOWN & MAINTAIN DAILY.
8. CLEAR, GRUB, GRADE, AND INSTALL SITE SKIMMER BASINS.
9. REQUEST INSPECTION OF INITIAL MEASURES FROM TOWN OF CATAWBA AND Al
CATAWBA COUNTY PLANNING DIVISION EROSION CONTROL SECTION OFFICE
PRIOR TO THE INITIATION OF FURTHER LAND DISTURBANCE.
I
1
1
I
l
f
/
1
f
l
/
WITH PERMANENT
DA
/
/
/
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
/
/
s
() _
LINE SLOPE WITH S75
MATTING FROM NORTH
AMERICAN GREEN.
RIP -RAP APRON (TYP.)
INSTALL PERMANENT
STORM SEGMENT 2-1'/
\-i l /
BAFFLES (TYP.) ---
I/
OCS2 ATTACHED WITH
4.0" SKIMMER & 3.25" ORIFICE
TEMPORARY SEDIMENT BASIN 1
WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS2
TOP OF BERM = 890.00`
TOP OF SPILLWAY = 887.60 f
SKIMMER INVERT = 885.50
VOTTOM OF BASIN = 884.50 j
DA (PH1/PH2/PH3) = 22.12 AC/22.71 AC/20.87 AC
TEMPORARY TREE PROTECTION FENCE (TYP.) /Q/ t
// //// l \\ �
`\o
//.
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
©A
TEMPORARY DIVERSION DITCH, ID. 12'
TEMPORARY WATTLE CHECK DAM (TYP.)
J f4,44
LINE SLOPE WITH S75
MATTING FROM NORTH
AMERICAN GREEN.
OCS10 ATTACHED WITH
2.0" SKIMMER & 1.75" ORIFICE1((
INSTALL PERMANENT
STORM SEGMENT 10-9I�1
/. 1 n If
RIP -RAP APRON TYP.
TEMPORARY SEDIMENT BASIN 4
OUTLET CONTROL STRUCTURE, OCS10
TOP OF BERM = 928.00 1, )
TOP OF SPILLWAY = 924.90 0\1
SKIMMER INVERT = 923.50 (` 1(I
BOTTOM OF BASIN = 922.50 3, \i\\`��
(PH1 /PH2/PH3) = 4.65 AC/4.62 AC/3.81 AC ,y
LINE SLOPE WITH S75
MATTING FROM NORTH
AMERICAN GREEN.,
RIP -RAP APRON (TYP.)
9,9„
INSTALL PERMANENT --
STORM SEGMENT 12-11- -,-
OCS12 ATTACHED WITH 3.0" '-
SKIMMER & 2.50" ORIFICE
TEMPORARY SEDIMENT BASIN 5
WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS12
TOP OF BERM = 940.00
TOP OF SPILLWAY = 937.80
SKIMMER INVERT = 935.50
BOTTOM OF BASIN = 934.50
DA (PH1/PH2/PH3) = 13.20 AC/14.41 AC/16.19 AC
9
)11
43*
•
TEMPORARY DIKERSION.
, TEMPORARY WATTLE
TEMPORARY DIVERSION
-01
\\\I LL)L9Es4Av9RA.E0TA:0,0/,NTep \)\5.2\\i\ \\ /\ \\I\ \/ \\;)
TEMPORARY DIVERSION
DITCH, ID. 52
36'' DIA. SLOPE DRAIN
INV. 937.00k \
) 1 1 )\ \ \\ \,--7::// 1 : 1 //7 t : / 7-
' LINE SLOPE WITH S75
MATTING FROM NORTH
TEMPORARY DIVERSION
DITCH, ID. 31
31/1
Ur 1
11174
rtivitir
nyii
',rid
Ill 117
RI II i
gut i
till r
I fl I I 1
Psn
1:
INSTALL PERMANENT
60.-LSTO.fxRM SEGMENT 8-7
-OCS8 ATTACHED WITH
TEMPORARY SEDIMENT BASIN 3 Al \
'''WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS8
TOP OF BERM = 870.00
-TOP OF SPILLWAY = 868.70
_,SKIMMER INVERT = 865.50
-TEMPORARY WATTLE
CHECK DAM (TYP.)
--
LINE SLOPE WITH S75 A
r MATTING FROM NORTH /1\
AMERICAN GREEN.
CD
C
LINE SLOPE WITH S75
MATTING FROM NORTH ,
AMERICAN GREEN.
TEMPORARY DOUBLE ROW SILT FENCE (TYP.) •
\ TEMPORARY TREE PROTECTION FENCE (TYP.)
iii,,_..) C , ) Y TEMPORARY SILT FENCE OUTLET (TyP.) \
1:/lA'17:11:/(-\/:(c\:: \!):3---:1;11 \:;;I:i\j:(71
,:t_\.0s..\
•
Lz7b1,_\\,.,"/ ':---ft--APORARY SILT FENCE OUTLET (TYP.) \
0,\P"Ak \
,OCS6 ATTACHED WITH
., , 1,\---- - - - , ,j,-- i- :•,--<: -):: • 4
STORM SEGEMENT 6-5 .
TEMPORARY SILT FENCE OUTLET (TYP.)
TEMPORARY SEDIMENT BASIN 2
-c-r2 , WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS6
, LINE SLOPE WITH S75 A
if(7T/TING FROM NORTH /1\
) AMERICAN GREEN.
< TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
TEMPORARY SILT FENCE OUTLET (TYP.)
24" DIA. SLOPE DRAIN
INV, 911.00
TEMPORARY WATTLE CHECK DAM (TYP.)
,TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
1 )//0 TEMPORARY TREE PROTECTION FENCE (TYP.)
-
( \
TEMPORARY SILT FENCE (TYP.)
TEMPORARY CONSTRUCTION ENTRANCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
•
•
\,
•
•
•
0
•
•
•
•
•
•
•
•
GRAPHIC SCALE
1 inch = 150 ft.
150 300
450
MN
MN MN MN
z- SEAL
c320‘,111iiii,/,///:
33292
•
04/27/2022
cs<
-3 0
4,9
ENGINEERING • SURVEYING • PLANNING
oZS
00
z 1-
rn
01
cb
FIRM # P-1227
PROJ. NO: 20210217
L.9
>-
L.9
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
Ci
Sheet No:
C501

GRADING & DRAINAGE NOTES
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS
SHOWN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL
CONDITION.
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL
PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE DESIGN
GRADE, INCLUDING ANY OFF -SITE BORROW OR SPOILS REQUIRED.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED
AREAS, INCLUDING PAVING, LAWN, AND LANDSCAPE AREAS.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS
PRIOR TO PROCEEDING.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE.
CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS
CONTRACT.
5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
TRANSITION BACK TO EXISTING GRADE.
6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS, SHOWN IN
DRIVES, PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS
INCLUDING ASPHALT OR CONCRETE. REFER TO PAVEMENT CROSS
SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS SUBJECT TO A FINE.
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE EROSION CONTROL PLANS. SEE EROSION CONTROL PLANS AND
DETAILS FOR ALL TEMPORARY AND PERMANENT SEEDING
SCHEDULES.
9. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
10. PIPE LENGTHS SHOWN ON CULVERTS DO NOT INCLUDE FLARED END
SECTIONS.
11. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN
THE SITE ROOF DRAIN PIPE INSTALLED AND THE PIPE INSTALLED
BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE
UTILITY CONTRACTOR.
1" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
PP
POWER POLE
RCP
REINFORCED CONCRETE PIPE
INV
INVERT
FFE
FINISHED FLOOR ELEVATION
TYP
TYPICAL
LOD
LIMITS OF DISTURBANCE
FES
FLARED END SECTION
--,
LARGE CANOPY TREE
111
INLET PROTECTION
WATTLE
CO
ROCK CHECK DAM
RIP -RAP APRON
DIVERSION DITCH
- - J
SLOPE DRAIN
DRAINAGE AREA
LIMITS OF DISTURBANCE
O 0 0 0 0
TREE PROTECTION FENCE
SILT FENCE
0 0 0 0 o
_LLLLLLLLLLLLLLLLLLI
SLOPE MATTING
r
TOTAL DISTURBED AREA
62.50 ACRES
\orth Carolina One -Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call 3EFOE you DIG!
"It's The Law"
SEQUENCE OF CONSTRUCTION AND GENERAL NOTES - PHASE II
1. MAINTAIN AND CLEAN EROSION CONTROL FACILITIES THROUGHOUT DURATION
OF PROJECT.
2. CLEAR & GRUB REMAINDER OF SITE.
3. SEED & LANDSCAPE SITE DISTURBED AREA.
4. INSTALL SECONDARY TEMPORARY CONSTRUCTION ENTRANCE OFF OF NC
HIGHWAY 10.
5. BEING & COMPLETE INSTALLATION OF PERMANENT CREEK CROSSING &
WALL.
6. BEING INSTALLATION OF PERMANENT STORM SEWER AND OTHER
UNDERGROUND UTILITIES AS SITE GRADING PERMITS.
7. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ILLUSTRATED ON
PLANS.
8. REQUEST INSPECTION OF INITIAL MEASURES FROM TOWN OF CATAWBA AND
CATAWBA COUNTY PLANNING DIVISION EROSION CONTROL SECTION
OFFICE/INSPECTOR PRIOR TO COMMENCING FURTHER LAND DISTURBANCE.
/
/
/ '/
/ '/
./ /
•
WITH
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
TEMPORARY CONSTRUCTION ENTRANCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
'/-
/
. ,
e/
,
/ /
. ,
.
/ e�
.
.e/
,' /' WITH
/ ,
/
/
/
ip;99BYPASS PUMPING FOR PERMANENT
CREEK CROSS CONSTRUCTION
/i tit fy -
RIP -RAP APRON (TYP.)
7/
-ii
BAFFLES (TYP.) -�
OCS2 ATTACHED WITH
4.0" SKIMMER & 3.25" ORIFICE
TEMPORARY SEDIMENT BASIN 1
PERMANENT OUTLET CONTROL STRUCTURE, OCS2
TOP OF BERM = 890.00`
TOP OF SPILLWAY = 887.60 f
SKIMMER INVERT = 885.50
VOTTOM OF BASIN = 884.50 j
DA (PH1/PH2/PH3) = 22.12 AC/22.71 AC/20.87 AC
TEMPORARY TREE PROTECTION FENCE (TYP.) / /0?\\� �$
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
/ /
TEMPORARY WATTLE CHECK DAM (TYP.)'
7 APPROX. LOCATION
OF EXISTING POND
OCS10 ATTACHED WITH
2.0" SKIMMER & 1.75" ORIFIICEf((
(
RIP -RAP APRON
TEMPORARY SEDIMENT BASIN 4
PERMANENT OUTLET CONTROL STRUCTURE, OCS10
TOP OF BERM = 928.001,\)
TOP OF SPILLWAY = 924.90 0\1
SKIMMER INVERT = 923.50 (` 1(I
BOTTOM OF BASIN = 922.50 it �\ `\ 1
DA (PH1/PH2/PH3) 4.65 AC/4.62 AC/3.81 AC:),y`.k\ \ �\
APPROX. LOCATION
OF EXISTING POND
RIP -RAP APRON (TYP)
OCS12 ATTACHED WITH 3.0" -"-
TEMPORARY SEDIMENT BASIN 5
WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS12
TOP OF BERM = 940.00
TOP OF SPILLWAY = 937.80
SKIMMER INVERT = 935.50
BOTTOM OF BASIN = 934.50
DA (PH1/PH2/PH3) = 13.20 AC/14.41 AC/16.19 AC
9
NN
MAINTAIN DIVERSION
DITCH (TYP.)
•
/
PROTECTION (TYP.)/
•
/46
ice
-OCS-8 ATTACHED WITH
TEMPORARY SEDIMENT BASIN 3
-.?) WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS8
-TOP OF BERM = 870.00
-_,SKIMMER INVERT = 865.50
MAINTAIN DIVERSION
DITCH (TYR)
TEMPORARY INLET "-
TEMPORARY INLET
PROTECTION (TYP.)
TEMPORARY INLET \
PROTECTION (TYP.)
CD
TEMPORARY SILT FENCE (TYP.)
TEMPORARY CONSTRUCTION ENTRANCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
fe-ef
11
•
/rif '\(\' \M:\\P4 1:0; B L E ROW SILT FENCE (TYP.) •
F\)TE1a0RARY TREE PROTECTION
_,,),_\'-\\\\\-:\IA-.:> r: `_--r\ L!!6\11
...5.--- --.---.:E_
\:::1'''re.:3.pclillyryi,ER,, lc t 2,.2 OIRFI9E ' i ) 1 i j(iQ\l'`)/-......,r((
\ ,, nc,_,..-- 1?
::: \:0,, ,„ T;%P\L\RARY SILT :EN_ _ClEpOUTLET (TYP.) \\ \
(..s-bL:s
.\‘--\-- \- 111(21 \,,,Q61;11 \''6 \I k
OCS6 ATTACHED WITH
.:. ::::::::.:.:: 4), R \IF\:-CRA7.-.NARO\N (TrYP.) I s \ scp , \ , ) \ 0 t
/ / <, , TEMP9RARY: SILT FENCE OUTLET (TYP.)
III i )ril.DiRrAYANIgrNTLBET
\1{ \l.\---‘•\ < TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
//,'- A( SKIMMER INVERT = 907.50
°?1 '/. ///1/7' , f- --'
'TEMPORARY TREE PROTECTION FENCE (TYP.)
l(1,_:/\\(Vi_.)? / • - • ( 44111-blr-
TEMPORARY WATTLE CHECK DAM (TYP.)
'‘/,,_ _M_ ___AINJ,,,A,I,N,/ JD,IfV,E)RiSION DITCH (TYP.)
„TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
•
FENCE (TYP.)
•
•
•
•
FENCE OUTLET (TYP.)
•
FENCE (TYP.)
•
•
•
40.
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
GRAPHIC SCALE
150 300
450
MN MN MN
v: :3 is 3 ,1/4,5" j
04/27/2022
<I-
cs<
-30
4,9
ENGINEERING • SURVEYING • PLANNING
oZS
oo
rn
cb
FIRM # P-1227
PROJ. NO: 20210217
L.9
>-
L.9
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
Lu
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
Sheet No:
C502

GRADING & DRAINAGE NOTES
SEQUENCE OF CONSTRUCTION AND GENERAL NOTES - PHASE III
1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS
SHOWN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FILL
CONDITION.
2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL
PROVIDE ALL EARTHWORK NECESSARY TO ACHIEVE THE DESIGN
GRADE, INCLUDING ANY OFF -SITE BORROW OR SPOILS REQUIRED.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED
AREAS, INCLUDING PAVING, LAWN, AND LANDSCAPE AREAS.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS
PRIOR TO PROCEEDING.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE.
CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS
CONTRACT.
5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO
TRANSITION BACK TO EXISTING GRADE.
6. THE PROPOSED CONTOURS AND SPOT ELEVATIONS, SHOWN IN
DRIVES, PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS
INCLUDING ASPHALT OR CONCRETE. REFER TO PAVEMENT CROSS
SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE
BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS SUBJECT TO A FINE.
8. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL
ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
THE EROSION CONTROL PLANS. SEE EROSION CONTROL PLANS AND
DETAILS FOR ALL TEMPORARY AND PERMANENT SEEDING
SCHEDULES.
9. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4"/FT. (MAX).
10. PIPE LENGTHS SHOWN ON CULVERTS DO NOT INCLUDE FLARED END
SECTIONS.
11. UNLESS OTHERWISE NOTED, THE PHYSICAL CONNECTION BETWEEN
THE SITE ROOF DRAIN PIPE INSTALLED AND THE PIPE INSTALLED
BY THE PLUMBING CONTRACTOR SHALL BE MADE BY THE SITE
UTILITY CONTRACTOR.
1" LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
R/W
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
PP
POWER POLE
RCP
REINFORCED CONCRETE PIPE
INV
INVERT
FFE
FINISHED FLOOR ELEVATION
TYP
TYPICAL
LOD
LIMITS OF DISTURBANCE
FES
FLARED END SECTION
,--,
LARGE CANOPY TREE
111
INLET PROTECTION
WATTLE
ROCK CHECK DAM
RIP -RAP APRON
DIVERSION DITCH
- - J
SLOPE DRAIN
DRAINAGE AREA
LIMITS OF DISTURBANCE
O 0 0 0 0
TREE PROTECTION FENCE
SILT FENCE
0 0 0 0 o
_LLLLLLLLLLLLLLLLLLI
SLOPE MATTING
r
TOTAL DISTURBED AREA
62.50 ACRES
\orth Carolina One -Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call 3EFOE you DIG!
"It's The Law"
1. MAINTAIN AND CLEAN EROSION CONTROL FACILITIES THROUGHOUT DURATION
OF PROJECT.
2. SEED & LANDSCAPE SITE DISTURBED AREA.
3. COMPLETE INSTALLATION OF PERMANENT STORM SEWER AND OTHER
UNDERGROUND UTILITIES AS SITE GRADING PERMITS.
4. STABILIZED UPSTREAM AREAS AS SITE COMES TO FINAL GRADE.
5. COORDINATE WITH
SEDIMENT BASINS
6. AFTER ALL AREAS
CATAWBA COUNTY
CONTROL DEVICES
AND FILLING.
f
/
/
/
1
/
i
/
EROSION CONTROL INSPECTOR FOR FINAL CONVERSION OF
TO PERMANENT PONDS.
HAVE BEEN STABILIZED AND TOWN OF CATAWBA &
STAFF APPROVAL, REMOVE ALL TEMPORARY EROSION
AND STABILIZE ALL AREAS DISTURBED DURING REMOVAL
/
/
/
/
�• AS UPSTREAM AREAS ARE STABILIZED,
COORDINATE WITH SITE INSPECTOR TO
/ COVERT SEDIMENT BASIN TO FINAL BMP.
4/ j/j�//
// e
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
;RD
/ // f/
TEMPORARY WATTLE CHECK DAM (TYP.)
/
A
/ ,/
/
/
49)
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
TEMPORARY TREE PROTECTION FENCE (TYP.)
'/-
.„ RIP -RAP APRON (TYP.)
' _Jb(
'' /i
BAFFLES (TYP.)
OCS2 ATTACHED WITH \�
4.0" SKIMMER & 3.25" ORIFICE
%1 7
TEMPORARY SEDIMENT BASIN 1
WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS2
TOP OF BERM = 890.00
TOP OF SPILLWAY = 887.60
SKIMMER INVERT = 885.50
DA
VOTTOM OF BASIN = 884.50 j
(PH1/PH2/PH3) = 22.12 AC/22.71 AC/20.87 AC
WITH PERMANENT
DA
TEMPORARY TREE
7 APPROX. LOCATION
OF EXISTING POND V
J1!
PROTECTION FENCE (TYP.)
OCS10 ATTACHED WITH
2.0" SKIMMER & 1.75" ORIFIICE1((
S)d
TYP.)
ljf
TEMPORARY SEDIMENT BASIN 4
OUTLET CONTROL STRUCTURE, OCS10
TOP OF BERM = 928.00') i\
TOP OF SPILLWAY = 924.901,\I
SKIMMER INVERT = 923.50 �` 1(�
BOTTOM OF BASIN = 922.50j,
(PH1/PH2/PH3) = 4.65 AC/4.62 AC/3.81 AC�,?,y`.k\k
i
RIP -RAP APRON
AS UPSTREAM AREAS ARE STABILIZED,
COORDINATE WITH SITE INSPECTOR TO
COVERT SEDIMENT BASIN TO FINAL BMP
OCS12 ATTACHED WITH 3.0" '-
TEMPORARY SEDIMENT BASIN 5
WITH PERMANENT OUTLET CONTROL STRUCTURE, OCS12
TOP OF BERM = 940.00
TOP OF SPILLWAY = 937.80
SKIMMER INVERT = 935.50
BOTTOM OF BASIN = 934.50
DA (PH1/PH2/PH3) = 13.20 AC/14.41 AC/16.19 AC
AS UPSTREAM AREAS ARE STABILIZED,
COORDINATE WITH SITE INSPECTOR TO
COVERT SEDIMENT BASIN TO FINAL BMP.
9
0
co
(
•
RIP -RAP APRON (TYP.)
AS UPSTREAM AREAS ARE STABILIZED,
COORDINATE WITH SITE INSPECTOR TO
COVERT SEDIMENT BASIN TO FINAL BMP.
OCS8 ATTACHED WITH
TEMPORARY SEDIMENT BASIN 3
-?3'WITH PERMANENT OUTLET CONTROL
TOP OF BERM = 870.00
TOP OF SPILLWAY = 868.70
SKIMMER INVERT = 865.50
BOTTOM OF BASIN = 864.50
472, 74.
7:EmEt-111].11t
114I
•
•
STRUCTURE, OCS8
•
•
•
•
•
•
)sl? (--.\\\\)--12(.1.-'?"`its-Vc -s-i'-i\s /-) '),c.:. % \
1-'\ \ TEM \FOR A R\Y ' ID 0\ "U :LE R(0: SILT FENCE (TYP.) •
•
\ TEMPORARY TREE PROTECTION FENCE (TYP.) \
TEMPORARY SILT FENCE OUTLET (TyP.)
•
TEMPORARY DOUBLE ROW SILT FENCE (TYP.) 0*„' •
TEMPORARY SILT FENCE OUTLET (TYP.)
Qcs-
OCS6 ATTACHED WITH
AS UPSTREAM AREAS ARE STABILIZED,
COORDINATE WITH SITE INSPECTOR TO
COVERT SEDIMENT BASIN TO FINAL BMP.
< TEMPORARY SILT FENCE OUTLET (TYP.)
) /__:/: :A (PH1 /PH2/PH3) = 9.89 AC/9.34 AC/11.14 AC
-c- / WI/TH PERMANENT OUTLET CONTROL STRUCTURE, OCS6
fr:
< TEMPORARY DOUBLE ROW SILT FENCE (TYP.)
, I 1 TEMPORARY WATTLE CHECK DAM (TYP.)
13/
0 ( c :i : A k( ( \ /10:( f I ._2 I. 7:11:1)1\)11111::10\i( 'j \\)\:1::\, \)1:::1 L\11"1:\\;1)1111:)1‘(\1...1;(8; : 4:111: i \I 11 ')? :.:1/\ i:c.\1 : (:5-:1 r- - -V771/Y7/71 Ill'E if /1 ' t. ;6: /
( , /27fili.1: ::\ ..1( )11/.{::,Thi:/j1/3.,Iii (.4:,_rj .(1(:,1' \17;;;;-: ) I (-.
TEMPORARY TREE PROTECTION FENCE (TYP.)
) 1 k :- . ---; -:- - TZ:: : : : : -- - - N 1 k \ R -
is
. / '1 \
_-- \
TEMPORARY SILT FENCE (TYP.)
TEMPORARY CONSTRUCTION ENTRANCE (TYP.)
PROTECT ALL EXISTING ABOVE
AND UNDERGROUND UTILITIES
TEMPORARY TREE PROTECTION FENCE (TYP.)
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
GRAPHIC SCALE
150 300
450
MN
MN MN MN
:iv: :3 is 3 A:2! ,9:i2 ,1/4,5"
04/27/2022
0 11
-3 0
4,9
ENGINEERING • SURVEYING • PLANNING
oo
rn
FIRM # P-1227
PROJ. NO: 20210217
L.9
L.9
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: 1" = 150'
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
co
REVISED PER COMMENTS
REVISED PER COMMENTS
DESCRIPTION
(71
Sheet No:
C503

MINIMUM ID GAUGE
LINE WIRES
NOTE,
8'-0' MAX. STANDARD STRENGTH FABRIC WITH WIRE MESH
I 6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE MESH
II
1 DRAINAGE AREA CANNOT EXCEED 1/4 ACRE
PER IOC FEET OF FENCE.
2. DO NOT INSTALL SILT FENCE ACROSS
STREAMS, DITCHES, WATERWAYS DR OTHER o
AREAS OF CONCENTRATED FLOW.
3. SLOPE LENGTHS CANNOT EXCEED CRITERIA
SHOWN IN TABLE 6.62A OF THE NORTH
CARILINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
4. REMOVE SEDIMENT DEPOSITED WHEN
DEPOSITS REACH APPROXIMATELY 1/2 OF
THE HEIGHT CF THE SILT FENCE.
5. SEE NCDENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL FOR
CONDITIONS WHERE PRACTICE APPLIES)
PLANNING CONSIDERATIONS & DESIGN
CRITERIA.
SILT FENCE FABRI
INSTALLED TO SECOND
WIRE FROM TOP
FRONT VIEW
STEEL POST
WIRE MESH
SILT FENCE FABRIC
FILL SLOPE
Hi -FLOW
GRADE
8' MIN.
4' MIN,
SIDE VIEW.
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
ESC-1
TEMPORARY SILT FENCE
CATAWBA
EFFECTIVE' 19/01/2013
CUT OR FILL SLOPE
©A
,:ETC-t
41
51
52
111 =11r"
1111-11'
.-11111=11P.
NOTE
2' HUH
COMPACTED
r I
-Ylilf_DI i � i"
6' TYPICAL
ORIGINAL GRADE
CROSS SECTION
V
8J
I. CHART TO BE COMPLETED BY DESIGNER
2. SEE NCDENR EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL FOR CONDITIONS WHERE PRACTICE
FES; PLANNING CONSIDERATION E. DESIGN CRITERIA.
DITLI+ ID
TYPE
[PARABOLIC,
V.
TRAPEZOIDAL)
WIDTH (W)
DEPTH (d)
SIDE SLOPE
(S)
FLOW (0)
(CMS)
VELOCITY
(V) (Fps)
LINER TYPE
*BY NORTH
AMERICAN
GREEN
11
TRAPEZOIDAL
13 FEET
24 INCH
3:1
12.78
6.78
S75*
12
V-DITCH
12 FEET
24 INCH
3:1
5.66
4.31
S75*
13
TRAPEZOIDAL
13 FEET
24 INCH
3:1
9.84
6.73
S75*_
14
TRAPEZOIDAL
16 FEET
24 INCH
3:1
19.96
8.07
S150*
21
V-DITCH
12 FEET
24 INCH
3:1
5.58
3.87
S75*
22 TRAPEZOIDAL
31 V-DITCH
32 V-DITCH
V-DITCH
APEZOIDAL
V-DITCH
14 FEET
12 FEET
12 FEET
24 INCH
3:1
14.07
7.61
S150*
24 INCH
24 INCH
3:1
3:1
0.72
7.72
2.40
4.93
S75*
S75*
12 FEET
16 FEET
12 FEET
24 INCH
24 INCH
24 INCH
3:1
3:1
3:1
10.83
17.71
13.73
5.23
8.25
4.93
S75*
S150*
S75*
TLMPUkARY DIVERSION DITCH
AWBA
EFFECTIVE' IO/OI/2013
NOTES,
CONSTRUCT THE ENTRANCE TO THE SLOPE DRAIN OF
A STANDARD FLARED -END SECTION OF PIPE WITH A
MINIMUM 6-INCH METAL TOE PLATE (CROSS-SECTION
VIEW). MAKE ALL FITTINGS WATERTIGHT. A
STANDARD T-SECTION FITTING MAY ALSO BE USED
AT THE INLET,
2. USE AN EARTHEN DIVERSION TO DIRECT SURFACE
RUNOFF INTO THE TEMPORARY SLOPE DRAIN. MAKE
THE HEIGHT OF THE BERN OVER THE DRAIN CONDUIT
A MINIMUM OF ES FT AND AT LEAST 6 INCHES
HIGHER THAN THE ADJOINING BERM ON EITHER SIDE.
THE LOWEST POINT OF THE DIVERSION BERN
SHOULD BE A MINIMUM OF 1 FT
ABOVE THE TOP LW THE DRAIN SO THAT DESIGN
FLEW CAN FREELY ENTER THE PIPE.
3. PROTECT THE OUTLET OF THE SLOPE DRAIN FROMPLANNING AND DESIGN MANUAL FOR CONDITIONS
A101111111110I I
& DESIGN CRITERIA.
WHERE PRACTICE AF'PLIES; PLANNING CONSIDERATION
ICII1=
EROSION WITH RIPRAP DISSIPATOR"
4. SEE NCDENR EROSION AND SEDIMENT CONTROL
AEiLiZE -
OUTLET
ESC-16
BERM
HOLD-DOWN STAKES
4' MIN
31
1.5" MIN
I 1 c ran 11=1 , l 1=11=111- I ,111, I I I 11 1 1111
CND
INLET
PIPE IF I
4' MIN
LEVEL SECTION
CRASS -SECTION VIEW
is
144.4.
PLAN VIEW
STANDARD T-SECTION
TEMPORARY SLOPE DRAIN
CATAWBA
EFFECTIVE, IX.XVlGl3
9' MIN. DEPTH
FILTER CLOTH
NOIL
1. ENSURE THAT CULVERT ENTRANCES BELOW THE CHECK DAM ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BARK TO KEEP
WATER FROM CUTTING AROUND TIC ENDS DF THE CHECK DAM.
4. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
5. SEE NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MAMJAL FOR CONDITIONS 'WHERE PRACTICE APPLIES; PLANNING
CONSIDERATIONS A. DESIGN CRITERIA.
PLAN VIEW
I.5'MIN
IX' OF NEWT *S
ER 1157 WASHED STONE
FILTER CLOTH
MATTING/
STABILIZATION
I.
2CENTER1
CROSS-SECTION VIEW
L THE DISTANCE THAT POINTS
A AND B ARE ELUAL ELEVATION
ESC-3
PROFILE VIEW
TEMPORARY CHECK DAM
CATAWBA.
EFFECTIVE 10/01l2013
'RP OF SILT FENCE
Y..JS! BE. AT LEAST 1'
ABOVE THE TOP OF
TIi WASHED STONE
NOTES:
r
I I I
AI K'irommITORiUU•■i•■iii!m■■RBAi1i
leHiiIfIGIFTRii$Qllie IIRMIRE RiI■ ■ ■
1514 i1619111ffliEA I IR.. .... ..
OBLOIKSIIPIPROMT
e91,22 HIF816$R01BE%:: I ::.: ::: I:::: ::
'711E1o'W411E1liIS tlCR2il:. I :..: ::I....
TPIRIRiRBAk
IRSIIW'RIEB X*C
/15712111.N Diet
411i1RTYIL'1Rii21IN0i:::
RY 4 R31!IfR6P10FMfiSEk��::
4' MIN.
FRLINT VIEW
I. REMOVE SEDIMENT WITH HALF OF STONE OUTLET
IS COVERED.
2 REPLACE STONE AS NEEDED TO ENSURE
DE WATERING
3. SEE NCDENR EROSION AND SEDIMENT CONROL
PLANNING AND DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES, PLANNING
CONSIDERATIONS & DESIGN CRITERIA.
ESC 12
STEEL POST
VSYEN WIRE FABR
HARDWARE CLOTH
NCBOT A5 DR
457 WASHED STONE
5' MIN
BURY WIRE FENCE AN
HARI)VARE CLD TH
I. HIH.
A
i
■
I6' MIN.
•SOREC VENP.168RS
PRISI6C6928616619i ICI
P26C6Ei1e26EBIR&B
IMEN2/@65E! BIB% U
f913'6C@SCR L9(i+?R.
..:P SjiimMarMIDococ�'6C1931aiEE5>BA@WPME
P6CasitalgSlAai i(RFc
Mat
MECO
STEEL POST SET
max 2' APART HIM
2' IHTD SOLID GNaRD
BURY WiRL FENCE. FILTER
FABRIC. AND HARDWARE
CLOTH IN TRENC'I.
SECTION VIEW
3' FILTER FABRIC APRON
ON GROUND
BURY 6' UPPER EDGE DF
FILTER FABRIC APRON IN TRENCH
SILT FENCE OUTLET
EFFECTIVE, 10/DI/2013•
TEMPORARY SILT
FENCE OUTLET
SEE DETAIL ESC-12
TEMPORARY DIVERSION
DITCH SEE DETAIL ESC-5
10' CONSTRUCTIONS
ACCESS
2'
MIN
1 OR FLATTER
1 OR FLATTER
2
1. DIVERSION DITCH SHOULD FLOW INTO
SEDIMENT BASIN, ROCK CHECK DAM. SLOPE
DRAIN, OR OTHER APPROVED MEASURE.
2. SEE NCDENR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL FOR
CONDITIONS WHERE PRACTICE APPLIES)
PLANNING CONSIDERATIONS DESIGN CRITERIA.
CATAWBA
ESC-2G
SLOPE STABILITY
EFFECTIVE• 10/01/2013
x 50' MINIMUM AND
SIFFICIENT TO KEEP
SEDIMENT ON SITE
chiabtoo4ov Wo
n
`a
4.1
2' - 3' WASHED STONE
- Aa
0
oa0v` 0000E
oO ado
ou a�p
van:• vad�`228oS o�vo'r
ELM.
SILT FET/CE
EXISTING ROADWAY
1-' II IIIII
jM l2' MIN OR FILL WIDTH
CF ALL POINTS OF THE
VEHICULAR ENTRANCE
AND EXIT AREA.
WHICHEVER IS GREATER
NOTE,
1, SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2" IF CONDITIONS ON THE SITE ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES
OF THE VEHICLE MUST DE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
THE CONSTRUCTION ENTRANCE EXTENDED.
3. SEE NCDENR EROSION AHD SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES' PLANNING
CONSIDERATION I. DESIGN CRITERIA.
35' MIN, ` IS' MIN, 1 NEW CONSTRUCTION
'W11111
FABRIC UNDER STONE
CROSS SECTION
�3 8q ea� 12' MIH.
sgd P "11111 f
ESC-4
TEMPORARY CONSTRUCTION ENTRANCE
CATAWBA
EFFECTIVE' 10/01/2013
HOOD STORAGE
ZONE
SEDIMENT STORAGE -
ZONE
ESC-13
MAX1NCRI SEDIMENT DEPTH
(CLEAN OUT POINT)
PERSPECTIVE VIEW
CLASS B RIP RAP (SEE SECTION
THRDUO1- BASIN BELOW)
RIP RAP
HEADWALL
PIPE
INVERT 1
CLASS B RIPRAP
NCOOT *5 OR 1157 WASHED STONE.
NOTES,
1. SEE NCDENR EROSION AND SEDIMENT CONTROL,
PLANNING AND DESIGN MANUAL FUR CONDITILT.
WHERE PRACTICE APPLIES; PLANNING
CONSIDERATIONS S DESIGN CRITERIA"
r:.r]V
NCDOT *5 OR *57 WASHED STONE.
- NATURAL
GROUND
SECTION THROUI-T CATCH BASIN FILTER AND CULVERT PIPE
HORSESHOE INLET PROTECTION
CATAWBA
EFFECTIVE. 10/01/2013
PVC END
CAP
PVC TEE
PVC ELBOW
PVC END
CAP
FLEXIBLE HOSE
PVC PIPE
HOLES IN
UNDERSIDE
ATER SURFACE
SCHEDULE 40
PVC PIPE
€Illllll00
PVC VENT
PIPE
SCHEDULE AC
PVC PIPE
ORIFICE
PLATE
BO I TOM SURFACE
END VIEW
UMEr
PERSPECT EVE VIEW
NOTE,
SEE NCDEHR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL FOR CONDITIONS
L DESIGN CRITERIA
SKIMMER MUST BE TETHERED
FRONT VIEW
'C' ENCLOSURE
WATER ENTRY
LATAW___ ,BA
SKIMMER
EFFECTIVE. 10/01/2013
so
CLASS 'A' STONE
8 IN. MIN. DEPTH
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
o
ILI-j°1-L 581 c c<C%-cr 01- =
cc Z
ILI CI
ROADWAY STANDARD DRAWING FOR
GRAVEL CONSTRUCTION ENTRANCE
SHEET 1 OF 1
1607.01
SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
(ACRES)
MIN.
LENGTH TO
WIDTH RATIO
MAX.
LENGTH TO
WIDTH RATIO
MIN.
VOLUME
REQUIRED
SURFACE
AREA
REQUIRED
>10 AC.
2:1
6:1
1800
(CU. FT.
PER AC.
DISTURBED)
435
PER CFS
DATA BLOCK
PLAN VIEW
AVERAGE AREA.
WIDTH
LENGTH
Y AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE
FILTER FABRIC
CLEANOUT
DEPTH
(H/2)
RAP BERM; SEE NOTE
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
PRIMARY SPILLWAY (RISER)
NENT
STORAGE
BAFFLE
H X 1.5
(5' MIN.)
NOTES:
1. REFER TO NCESCPOM
SECTION (06.61 FOR
ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SEDIMENT eastis.
FIRST BAFFLE TO BE
CONSTRUCTED OF RIP -RAP.
WITH A MIN. HEIGHT OF 3'
AND MIN. TOPWIDTH OF 2'.
FLASHBOARD RISER NOT
PERMITTED FOR USE IN
TIC CITY OF CHARLOTTE
SKIMMER INVERT ELEVATION
IAN.
5. H SPILLWAY ELEVATION
- SKIMMER INVERT
ELEVATION
EMBANKMENT
EMERGENCY
\ SPILLWAY
\- SPECIFY SEEPAGE
CONTROL MEASURES
NOT TO SCALE
BASIN
(PHASE II)
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Qlo
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEEI)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(91 FT.)
PROVIDED
(SC) FT.)
SEDIMENT BASIN
NOT TO SCALE
4.-0- MAX. SPACING
(TYPICAL)
FABRIC OR EQUNALENT
OF SURFAcE AREA
Rau ZoNE
OF SURFACE AREA
INLET ZONE 25%
OF SUPFACE AREA
5' STEEL POST
FLOW
6" x TRENCH
EINS<FILL AND COMPACT
FENCE IND FABRIC
BURIED IN TRENCH
BAFFLE INSTALLATION
NOT TO SCALE
SEE APPROVED TREE
PRESERVATION PLAN FOR \\(IJ.;/
REQUIRED RADIUS '
OF TREE BARRIER
PIPE DIA.
PLAN VIEW OF ROOT ZONE
FOR PRUNING SEE
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
ONE FOOT FOR EACH
INCH OF TRUNK DIAMETER
OR 1/2 HEIGHT oF TREE
WHICHEVER IS GREATER
DEAD TREES AND SCRUB OR UNDER.°
GROWTH SHALL BE CUT FLUSH WITH)
ADJACENT GRADE NO GRUBBING --
ALLOWED UNDER DRIP UNE.
OR ORANGE SAFETY FENCING
MAY BE USED.
TREE PROTECTION DETAIL
NOT TO SCALE
A
TYPICAL CONC.
FLARED END
SECTION
.10:4;!!!!!!!lik:.1.
4 4i!!!!!!!11011110"
ISOMETRIC MIEN?
RI PRAP
OUTLET
do (in)
d50 (FT)
dmax (FT)
La (ft)
W (ft)
T (ft)
CLASS
WY
dmax = 1.5 x d50
W = La + do/12
T = 1.5 x dmax BUT NOT LESS THAN 10"
OUTLET ZONE 258
OF SURFACE AREA
GENERAL NOTES:
DRIVE 5' STEEL POST AT
LEAST 24'' INTO SCUD
GROUND.
I USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS
10'.
4. THE FLOOR CP THE BASIN IN
THE OUTLET ZONE AND
BERMS SHOULD BE SEEDED
IMMEOIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
03.65 FOR ADDITIONAL
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING ANO/OR EROSION CONTROL PLANS SHALL
SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO TOWN OF CATAWBA STANDARDS PM GENERAL
SPECIFICATION REGARDING TREE PROTECTION.
6" BARK MULCH, PLACE BARK
MULCH AT AREAS NOT
PROTECTED BY BARRIER.
PLAN
SECTION A -A
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSION
Filter blanket
1. do = PIPE DIAMETER
2. d50 = AVERAGE RIPRAP SIZE
3. dmax* = MAXIMUM RIPRAP SIZE
4. La = APRON LENGTH
6. T*** = APRON DEPTH
7. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
RIP -RAP APRON AT PIPE OULET
NOT TO SCALE

ENERGY DISSIPATION
DEWATERING DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
SILT FENCE AS NEEDED
KlOi*iggi01
VEGETATIVE BUFFER
FLOW
LTER MEDIA (SEE NOTE 2)
UMP
NOTE:
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED TO
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING.
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES,
RATED FILTER FABRIC BAGS OR POLYMER BASED DEWATERING PRACTICES.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND.
36" MIN. SPACING TYP.*
ALTERNATE WALL
CONFIGURATION
PLAN
E
END VIEW
//
12" MIN.
SPACING TYP.*
11/6"
OVERLAP
IN SLICE
WATER TABLE
Aff
DISCHARGE HOSE
WORK AREA
SUCTION HOSE
ATER LEVEL
'll
IIII_iiii i=
LOW POINT
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
MET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR
SLOPE MATTING. FOR CHANNEL
OR PIPE OUTFALL MATTING
SPECIFICATIONS, PLEASE REFER
TO NCESCPDM STANDARD #6.17
AND MANUFACTURER'S
GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
SEE STD. 20.23 AND 20.24
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-O"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
6'-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-0"
4'-6"
1'-B"
5'-0"
6'-2"
2380
36"
4"
1'-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
1'-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
1'-9"
9'-0"
8'-3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
(MOUND STARIll7A`IION AND MA'1FRIAI S HANDLING PRACITCFF FOR COMPLIANCE WIII-I
7TIF N(I I1 [I)N 1R1I[TI()N ( NFRAI,PFRMFT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCtOI Cbnstrtictinn General Permit (Sections Eand F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E GROUND STABIIJ7ATH)N
Required C ound Stabilization Timeframes
Site Alva Description
Stabilize within this
many calendar
days after ceasing
land disturbance
�eifi vriitio
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
Nuue
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d) Slopes 3:1 to 4:1
14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
flatter than 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and 1-KW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
_
• Permanent grass seed covered with straw or
other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• iform and evenly distributed ground cover
ficient to restrain erosion
• structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with gr ass seed
POI.YICRYIAT DIS (PAMS) AND FIDC CULAN'IS
I. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NCDWR List of Approved PAMS/Flocculanls.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR list of Approved
PAMS/Eocculartts and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENTAND VEHICLE MAINDEANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATFRIALAND LAND GEARING WAS IL
I_ 1. _ Net( ivy or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Fmpty waste containers as Eeeded to prevent overflow. Clean up immediately if
containe nt
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OflHFR LIQUID WANE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORT\BIE`IC]IEEI5
1. htstall portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is riot attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
FAR HFN 57OCEPIIEMANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the time frames provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization
as vegetative, physical or chemical coverage techniques that will restrain ace, rateu
erosion on disturbed soils for temporary or permanent control needs.
k NORTH CAROLINA
Environmental Quality
eun
DNSITE CONCRETE WASHOUT
STRUCTURE VITH LINER
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ABLIVE CRA1fi. 4a LIT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where. applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrancepad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBI®IS, PENTICIDFS AND RODFN'IIQDFS
I . Store and apply herbicides, pesticides and rodenticides in accordance with label
restrict ions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZAFiDOUS AND IOW WAS 1>
I. Q-eate designated hazardous waste collection areas on -site.
2. Plain hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01 / 19
SELF -INSPECTION,
SECTION A: SELF -INSPECTION
PART III
RECORDKEEPING AND REPORTING
normal business hours in accordance with the table
site conditions would cause the safety of the inspection
may be delayed until the next business day on
In addition, when a storm event of equal to or
of normal business hours, the self -inspection shall be
of the next business day. Any time when inspections
Inspection Record.
Self -inspections are required during
below. When adverse weather or
personnel to be in jeopardy, the inspection
which it is safe to perform the inspection.
greater than 1.0 inch occurs outside
performed upon the commencement
were delayed shall be noted in the
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend or
holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
Measures
At least once per
7 calendar days
and within 24
hours of a rain
event 1.0 inch in
24 hours
1. Identification of the measures inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Indication of whether the measures were operating
properly,
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
discharge
outfalls (SDOs)
At least once per
7 calendar days
and within 24
hours of a rain
event 1.0 inch in
24 hours
1. Identification of the discharge outfalls inspected,
2. Date and time of the inspection,
3. Name of the person performing the inspection,
4. Evidence of indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration,
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
site
At least once per
7 calendar days
and within 24
hours of a rain
event> 1.0 inch in
24 hours
If visible sedimentation is found outside site limits, then a record
of the following shall be made:
1. Actions taken to clean up or stabilize the sediment that has left
the site limits,
2. Description, evidence, and date of corrective actions taken, and
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
wetlands onsite
or offsite
(where
accessible)
At least once per
7 calendar days
and within 24
hours of a rain
event 1.0 inch in
24 hours
If the stream or wetland has increased visible sedimentation or a
stream has visible increased turbidity from the construction
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective actions taken, and
2. Records of the required reports to the appropriate Division
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
stabilization
measures
I
After each phase
of grading
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING
SECTION B: RECORDKEEPING
PART III
AND REPORTING
deviation shall be kept on the site. The
throughout the coverage under this permit.
plan shall be kept on site and available for
hours.
1.
2.
3.
E&SC Plan Documentation
The approved E&SC plan as well as any approved
approved E&SC plan must be kept up-to-date
The following items pertaining to the E&SC
inspection at all times during normal business
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
Initial and date each E&SC measure on a copy
of the approved E&SC plan or corn plete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
in accordance with the approved E&SC
plan.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
requirements for all E&SC measures
have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes [After Discovery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per Item
1(b)-(c) above
• Within 24 hours, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill cr release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses [40 CFR
122.41(m)(3)1
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that includes an evaluation of the
quality and effect of the bypass.
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• Within 24 hours, an oral or electronic notification.
• Within 7 calendar days, a report that contains a description of the
noncompliance, and its causes; the period of noncompliance,
including exact dates and times, and if the noncompliance has not
been corrected, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -rase basis.
NORTH CAROLINA
Environmental Quality
%AiEssio';�'
� SEAL �'9l 9
33292 z _
9 :nNGINE�-`':�`�'�
04/27/2022
Z
<F-
-0
4,9
ENGINEERING • SURVEYING • PLANNING
FIRM # P-1227
PROJ. NO: 20210217
EROSION CONTROL DETAILS
CHECKED BY: MIG
DRAWN BY: JWE
PIN NO: 3781-0915-8581 & 3781-1026-7296
DEED REF: 3645 - 311
SCALE: NTS
DATE OF MAP: 12/03/21
DATE OF SURVEY: 08/05/21
CATAWBA TWSP - CATAWBA COUNTY - NORTH CAROLINA
LOCATION ADDRESS
5198 & 5268 HUDSON CHAPEL RD.
CATAWBA, NC 28609
LU
0
LAKE LUXURY HOMES, LLC.
7271 LONG ISLAND RD.
CATAWBA, NC 28609
MAP REVISIONS:
>-
m
REVISED PER COMMENTS
DESCRIPTION
N
N
N
N
W
O
z
Sheet No:
C505
n
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19