20210245 Ver 1_Riparian Buffer Authorization Request_20210201

Water ResourcesENTAL QUALITY
Original Submittal 2/1/2021
A. Owner/Applicant Information
General Information
.......................................................................................
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
1c. Mailing Address:*
1d. Telephone:* 919-463-7110
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address:
[e-mail]
Please list the contact person's erreil for questions or payment on this project if needed.
r- Owner
r- Applicant other than Owner
rJ Agent
Town of Morrisville
Jerry Allen, Director of Parks, Rec, and
Cultural Resources
(for Corporations)
Street Address
100 Town Hall Drive
Address Line 2
City
State / Province / Region
Morrisville
NC
Postal / Zip Code
Country
27560
USA
le. Email Address:*
[e-mail]
Street Address
Address Line 2
City State / Province / Region
Postal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Qicktheupload button ordrag and drop files hereto attach docurrent
authorization form. PDFpnly
B. Project Information and Prior Project History
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................

1. Project Information
h
1a. Name of Project:* Town of Morrisville Community Park Phase 3
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
C,
c
1d. Subdivision Name: N/A
le. Nearest
Municipality:
1f. Property Size
Town of Morrisville
34.85
acres
1g. County (or Counties) where the project is located:*
1 h. Property ID# Date of Purchase
0745625020 12/30/1992
Tax RN or Parcel id
1 i. Deed Information
Type of Book Book# Page#
Deed 005455 kf
Map
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
Click the upload button or drag and drop files here to attach docunent
Recorded Plat.pdf 272.95KB
RJF only
1k. How would you like to provide the Latitude and Longitude information?*
r Address Lookup
r Manually
Latitude * 35.81531
Longitude*-78.84003
11. Is the project located in any of North Carolina's twenty coastal counties?*
r Yes
r No
2. Surface Waters
2a. Name of the nearest bodyof water to proposed project:*
UT- Crabtree Creek
2b. Water Quality Classification of nearest receiving water:*
C;NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*

4,930
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Morrisville Community Park is an existing park within the Town of Morrisville that
provides the community with many athletic and recreational opportunities. The
existing park has a restroom/con cession s building, rentable shelters, playground
with tot -lot, gazebo with picnic tables, maintenance/storage facility, multi -purpose
playing field, t-ball field, Little League baseball field, adult softball field, as well as a
connection to the Hatcher Creek Greenway. The phase three development of this
park includes the addition of 3 new tennis courts, 3 new pickleball courts, a
restroom/shelter building adjacent to the proposed courts, improved trail
connectivity, and a prefabricated structure to be located adjacent to the existing
batting cages. The proposed courts and restroom shelter building will be
constructed in an undeveloped portion of the site that is partially currently
maintained as an open area and partially forested.
The general land use around the site is primarily high density residential with
scattered commercial and institutional developments.
3b. Attach an 81/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
USGS.pdf 1.8MB
FDF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurmat
SOILS.pdf 3.01 MB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
The project includes the construction of 3 newtennis courts, 3 newpickleball courts,
a restroom/shelter building adjacent to the proposed courts, improved trail
connectivity, and a prefabricated structure to be located adjacent to the existing
batting cages. The purpose of the project is to improve and increase the facilities
available at the park. The purpose of the proposed spur trails in the phase three
development of the park is to connect the two adjacent neighborhoods to the park
and the Hatcher Creek Greenway. These two neighborhoods are immediately
adjacent to the park yet have no formal pedestrian connection to the park. Several
apartment complexes adjacent to the park require the use of a car to drive to the
park or the use of informal paths to walk despite being directly adjacent to the
park.There are existing informal paths that the residents use, and the new trails are
proposed in the vicinity of these informal connections. A sketch depicting the driving
routes currently required by neighboring apartment complexes is included in the
attached project narrative.
The project would use equipment commonly found on construction sites.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docurrent
Grading Plans.pdf 1.48MB
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*

r Yes
r No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
Corps
James Lastinger
02/28/2020
Morrisville 30.99..
(� � known)
Community
Park PJD
Request.pdf
pdf only
*** Please include the date of the determination and upload a copy of the determination.
Comments:
USACE conducted a site visit on Feb 28, 2020 and confirmed the delineation. The
USACE intended to issue the PJD with the permit as necessary, but no impacts to
wetlands of the US are anticipated, resulting in no permit being required. The PJD
application is attached.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
f Yes
F No
7. Future Project Plans
7a. Is this project a phased project?* O Yes
a No
7b. If yes, explain*
The current project is Phase 3 of the Morrisville Community Park. Past phases have
included the construction of the ebsting park features.
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 026.0233)
r Catawba River Basin (15A NCAC 02B.0243)
f Randleman Lake Watershed (15A NCAC 0213.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
f Jordan Lake Watershed (15A NCAC 0213.0267)
f Goose Creek Watershed (15A NCAC 0213.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
Impact Area 1
UT-
Permanent
Allowable
3,599.
417.00
ivbp label (e.g. Fbad
Crabtree
(P)
00
square
Crossing1)
Creek
Perm orTerrp
Square
Feet
Feet

Impact Area 2
UT-
Permanent
Allowable
1,396.
903.00
Wp label (e.g. Fbad
Crabtree
(P)
00
Square
Grossing 1)
Creek
FbrmorTenp
Square
Feet
Feet
Impact Area 3
UT-
Permanent
Allowable
1,695.
621.00
Ift label (e.g. Fbad
Crabtree
(P)
00
Square
Grossing 1)
Creek
FbrmorTerrp
Square
Feet
Feet
Impact Area 4
UT-
Temporary
Allowable
405.00
780.00
bhp label (e.g. Fbad
Crabtree
(T)
Square
Square
Crossing 1)
Creek
FermorTenp
Feet
Feet
Total Zone 1 Impacts: 7,095.00
Total Zone 2 Impacts: 2,721.00
Total Buffer Impacts: 9,816.00
Comments:
Impact Area 1: In Impact Area 1, impacts to the riparian buffer are a result of utilizing
a maintained existing sanitary sewer easement to avoid impacts to several large
trees outside of the sanitary sewer easement and riparian buffer and the
perpendicular crossing of a stream by the greenway trail, resulting in impacts to the
riparian buffer. The proposed greenway trail route was determined to avoid a
jurisdictional wetland to the west, to allowfor a perpendicular crossing to the stream,
and to utilize a maintained herbaceous easement which has already been cleared of
woody vegetation and existing informal paths in Zone and Zone 2 instead of
removing mature trees just outside the riparian buffer. The greenway trail extending
south within the park is required to provide access from the apartment complex to
the south to the park and greater Town of Morrisville greenway system.
Impact Area 2: In Impact Area 2, impacts to the riparian buffer are the result of a
perpendicular stream crossing by the greenway trail. This trail will connect the
apartment complex to the east of the park to the park and the greater Town of
Morrisville greenway system.
Impact Area 3: In Impact Area 3, impacts to the riparian buffer are the result of
connecting the new greenway trails connecting the park to the apartment complexes
to the south and east. Due the existing baseball fields and structures, the greenway
trail was routed around the north of the existing facilities to tie into the existing
greenway trail. The proposed greenway trail will border existing facilities, limiting
impacts to the riparian buffer, the number of trees that would need to be removed,
and limiting impacts to other jurisdictional features on site.
Impact Area 4: In Impact Area 4, impacts to the riparian buffer are the result of the
construction of a new sanitary sewer line within a proposed easement. The sewer
line is necessary to provide sanitary sewer services to the proposed restroom
facilities and would connect to an existing manhole within an existing sewer
easement. Impacts within the riparian buffers would be temporary since the impacts
would occur within existing electrical and sewer easements that have previously
been cleared and are currently maintained. After construction, the easement would
be restored to grade and revegetated with herbaceous vegetation.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*

During the design of this park, the Town staff and council requested that the design
team do as much as possible to avoid removing larger trees and be as
environmentally sensitive as possible. The following are measures that were taken
during the design to accomplish this goal:
• In order to reduce impacts and impervious, the trail width is 8' wide
• The design team has proposed two bridges in order to reduce impacts to the
streams
• Stream crossings will be perpendicular to avoid unnecessary riparian buffer
impacts
• The trail connections are also shown, in part, along an existing sewer to utilize the
existing informal paths as well as reduce the amount of trees that are to be removed
• The trail system was designed to avoid impacts to the existing wetlands on site
• Temporary impacts to the riparian buffers within Impact Area 4 are utilizing existing
maintained easements to avoid additional riparian buffer impacts
Photos depicting the informal paths currently being utilized by adjacent
neighborhoods to access the site are included in the attached project narrative.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Specific attention will be paid to ensure grading is only performed to the extent
needed for the proposed project and all grading not required will be avoided.
Additional impacts to the riparian buffers will be avoided through the use of
appropriate sediment and erosion control devices per an approved Sediment and
Erosion Control Plan. In addition, the existing footpaths are contributing to the
sedimentation of the streams, which will be reduced by the use of the designed
greenway trails.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
fJ Proposed project will not create concentrated stormwater flow through the
buffer
17 Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation* aick the upload button or drag and drop files here to attach docurrent
Grading Plans.pdf 1.48MB
FDF only
F. Supplementary Information
Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes
f No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
G INC
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?

2b. Is this an after -the -fact buffer authorization application?
r Yes
G No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: aick the upload button or drag and drop files here to attach docurrent
MorrisvilleParkandGreenway.pdf
199.49KB
2021-01-16 Project Narrative.pdf
2.81 MB
DWR Buffer Determination Morrisville Community
2.25MB
Park.pdf
2021-02-01 MCP Impact Maps.pdf
1.98MB
FDF only
Additional Comments:
H. Sign and Submit
By digitally signing below, I certify that:
• I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act)
o 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');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Ashley Bentz
Signature
Ola�ff,wvz
Submission Date: 2/1/2021
(Auto populated fidd)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
O Yes O No
O Yes
r No
20210245
1
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
C No Payment Needed
r Fee Received
r Need Fee - send electronic notification

CLH design, p.a.
400 Regency Forest Drive, Suite 120
Cary, North Carolina 27518
P: 919.319.6716 C L H
www.clhdesignpa.com uI-51<-N
Project Narrative
Project: Morrisville Community Park — Phase 3
(CLH Project #: 19-174)
Morrisville Community Park is an existing park within the Town of Morrisville that provides the
community with many athletic and recreational opportunities. The existing park has a
restroom/concessions building, Rentable shelters, Playground with tot -lot, Gazebo with picnic tables,
Maintenance/Storage Facility, Multi -purpose playing field, T-ball field, Little League baseball field, Adult
softball field, as well as a connection to the Hatcher Creek Greenway. The phase three development of
this park includes the addition of 3 new tennis courts, 3 new pickleball courts, a restroom/shelter
building adjacent to the proposed courts, improved trail connectivity, and a prefabricated structure to
be located adjacent to the existing batting cages.
The purpose of the proposed spur trails in the phase three development of the park is to connect the
two adjacent neighborhoods to the park and the Hatcher Creek Greenway. These two neighborhoods
are immediately adjacent to the park yet have no formal pedestrian connection to the park. You can see
on the aerial on the next page that driving from these neighborhoods to the park is cumbersome. The
connection. The apartments located at the notation "1" on the map on the next page shows with a
purple line how a person would have to drive to get to the park. The apartments located at "2" and "3"
also require a relatively long drive to get to the park when those properties are immediately adjacent to
the park boundaries. There are existing informal paths that the residents use, and the new trails are
proposed in the vicinity of these informal connections. The proposed trails would be asphalt and would
eliminate the runoff and sedimentation that is currently caused by the informal paths being used to
access the park.
CLH design, p.a. Page I 1

1", 17"1 , '1'
SoL
T 12,1'rn
.�r. _ k � �
�
PV-ter. f � : -t
�

Morrisville Community Park — Phase 3
January 29, 2021
During the design of this park, the Town staff and council requested that the design team do as much as
possible to avoid removing larger trees and be as environmentally sensitive as possible. The following
are measures that were taken during the design to accomplish this goal:
• In order to reduce impacts and impervious, the trail widths is 8' wide
• The existing footpaths are contributing to the sedimentation of the streams
• The design team has proposed two bridges in order to reduce impacts to the streams
• The trail connections are also shown, in part, along an existing sewer to utilize the existing
informal paths as well as reduce the amount of trees that are to be removed
• The trail system was designed to avoid impacts to the existing wetlands on site
CLH design, p.a. Page 1 3

c3 ya
MY8
2
Cf$2
AfA
Au CM
u AU
Wh
CP
" C rG2
o
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O
Y
SB2
d •
Ws 2 SSE
M
r 2
E rC2 -
E ,�,. .
Yr
f
SOILS:
r Au: Augusta fine sandy loam
o # �� � Cm: Chewacla soils
[.� 2 Cp: Congaree silt loam
CrB2: Creedmoor sandy loam, 2-6% slopes, eroded
N 0o 500 1,000 CrC2: Creedmoor sandy loam, 6-10% slopes, eroded
FEET) MyC: Mayodan silt loam, thin, 6-10% slopes
MyD: Mayodan silt loam, thin, 10-15% slopes
S REFERENCE: WsE: White store sandy loam, 1-20% slopes
w GIS BASE LAYERS WERE OBTAINED FROM THE 1970 USDA-SCS PUBLISHED SOIL SURVEY OF Wh: Wahee fine sandy loam
WAKE COUNTY, NORTH CAROLINA SHEET 46 AND THE MAY 2019 WAKE COUNTY PARCEL A
Y SHAPEFILE. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS
DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,
UNLESS STATED OTHERWISE. Site Parcel
SCALE: FIGURE NO.
USDA-SCS SOIL SURVEY EXHIBIT 1 " = 500 '
DATE:
I I MORRISVILLE COMMUNITY PARK 1-28-21 1
1520 MORRISVILLE PARKWAY PROJECT NUMBER
MORRISVILLE, WAKE COUNTY, NORTH CAROLINA 1 4305-20-008

BKBM2003PGO0409
I
MAP/DEED REFERENCES:
OB 5455 PG 732
DB 4312 PG 368
MB 1997 PG 1721
LEGEND:
IRON PIPE FOUND 0
IRON PIPE SET
MANHOLE m
HATCHED AREA IS CONSERVATION EASEMENT
SURVEY CERTIFICATE
I, JIMMY E. BASS, AS A PROFESSIONAL LAND SURVEYOR IN THE
STATE OF NORTH CAROLINA, DO HEREBY CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL �RVEY MADE UNDER
MY SUPERVISION AND COMPLETED ON. -7 3 - D , USING THE
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN THE
REFERENCES SHOWN HEREON; THAT THE RATIO OF PRECISION AS
CALCULATED IS 1 : 10,000+ ' THAT THIS MAP WAS PREPARED
IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES 47-30,
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS
':16 7�!& DAY OF_10v% e - , A D., 2002.
"s
PROFE ION L ND SURVEYOR
L-2710
I REGISTRATION NUMBER
'f1 �"77pamfilow,qt'j"
E•
TYPE OF PUT
1, JIMMY E. BASS, PROFESSIONAL LAND SURVEYOR No. L-2710,
CERTIFY TO ONE OR MORE OF THE FOLLOWING AS CHECKED BELOW,
® 0. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS
THE RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY
OR 0 EXCEPTION TO THEQEFINITION OF A SUBDIVISION;
JIMMY F. B 5, PR SIONAL LAND SURVEI'OR No. L-2710
WAKE COUNTY, NC 592
LAURA M RIDDICK
REGISTER OF DEEDS
PRESENTED 8 RECORDED ON
03/14/2003 AT 14:39:12
BOOK:BM2003 PAGE:00499
CONSERVATION
EASEMENT
AREA SUMMARY
AREA11 129,613 S.F./ 2.97 AC.
AREA#2 175,149 SF./ 402 AC.
ARE4#3 46,236 S. F / 7 06 AC.
AREA14 20,708 S.F./ 0 48 AC.
TOTAL 371,706 S.F./ 853 AC
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
C 1
603.76'
139.36'
139 05'
N76'33'03 "W
C2
100,11'
161. 16'
157.43'
N54'43'04"E
C3
90.66'
143.09'
128.69'
N63'50'21 "E
C4
77.2 7'
7E 90'
73.76'
S09'31 '51 "W
C5
195, 69'
50.18'
50 04'
N 17'27'32 "E
C6
367.46'
34.63'
34,62'
S82'20'58"E
C7
120.2 1'
63.05'
62.33'
582' 15' 19 "W
C8
84.99'
60 25'
58 99'
N87'25'03"E
C9
72 24'
39 62'
39 12'
N83'07'41 "W
CIO
46.64"
44. 13'
42.5 1"
S68'3433 "E
C11
1 61.67'
35.98'
35.47'
1 N69'49'41 "W
C 12
64.45'
21.41 '
21 32'
S 79'32' 16 "W
C 13
81.03'
7 99'
7 99'
N71' 15'08"E
C14
215 69'
59 85'
59 66'
N17'02'43"E
C15
57.27'
58.09'
55.63'
S11'40'00"W
C16
10083,
128.91'
120.31'
N80'37'77"E
C 17
101 15'
201 36'
169.72'
N89'43'55 "E
C 18
1 16.52'
165 41 '
151 86'
N90'00'00"E
C 19
96.33'
187.19'
159. 10'
573'01 '34 "E
C20
101.89'
196.44'
7 67.40'
S83'24'03 "E
C21
97.34'
144.67'
131.71'
S70'23'08"E
C22
95 46'
1 126 65'
1 1 17.56'
S74'41 '40 "E
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
C23
79.73'
58.00'
56,73'
S29'02'40"E
C24
121.83'
104.48'
101,30'
N54'24'45"W
C25
60.32'
22.17'
22,04'
368'26'59'E
C26
28 48'
1 B 78'
18, 44'
S39'01 '3 7 "E
C27
197 55'
37 60'
37 54'
S36'2I'I7"E
C25
106.86'
71.61'
70.27'
N63'20'46"W
C29
30.26'
27 68'
26.73'
S56'20'08"E
C30
82. 10'
40 45'
40 04'
S37'42'51 "E
C31
34.62'
18 71 '
18 48'
N62.51 '22 "W
C32
53.26'
32 54"
32.04'
S57'21.37"W
C33
210,04'
4584'
45,75'
N61'20'53"W
C34
13.33'
5.44'
5 40'
S8135'45"W
C35
28.72'
53 49'
46 08'
S83'13'42"E
C36
19 96'
20 94'
20 00'
N59'56'09"W
C37
136.11'
80,03'
78.68'
N87*07'34"W
C38
47. 02'
30. 66'
30.7 2'
N63' 7 6'22 "W
C39
103 43'
130 05'
121.65'
S86'05'17"W
C40
135 60'
75.01'
74 06'
S68'40'56"E
C41
1 14, 47'
93.9 7'
91.35'
N71'30'55 "E
C42
72 62'
36.37'
35.99'
N68'20' 1 1 "W
C43
120 38'
90 95'
88 80'
S41'4726"E
LINE TABLE
LINE TABLE
LINE
DIRECTION
DISTANCE
LINE
DIRECTION
DISTANCE
L 1
S 83'07'41 " E
93.99'
L20
S 55' 18'07" W
16 91 '
L2
S 14'37'36" W
40, 75'
L21
N 86'30'09" W
589 24'
L3
S 89'00'58" W
162.15'
L22
N 55'S3;58" E
131.36'
L4
N 81'55.07" E
117 B5'
L23
S 59'`7'59" E
27 32'
L5
N 05'56'02" E
247 45'
L24
S 28'02'41 " E
35 47'
L6
N 25'45'52" E
19 44'
L25
S 06' i2'46" E
138 90'
L7
N 86'30'07" W
135 94'
L26
S 72'49'55" W
26,59'
L8
S 25'18'14" W
20.70'
L27
S 78'55'03" W
16.81'
L9
S 71'47'23" E
35 07'
L28
N 57'12'21 " W
39 90'
L 10
S 69'59'35" E
33 52'
L29
N 58'05'06" W
16.49'
L11
N 80'40'30" E
31.92'
L30
N 69'21'22" W
57.36'
L 12
S 44'49'38" E
7.09'
L31
N 32"58'52" W
7 86,
L 13
N 55'53'58" E
112 08'
L32
N 73'32'02" W
66 18'
L 14
N 42*51'46" W
19 94'
L33
N 76'56'51 " W
103 09'
L15
N 84'09'44" W
12,95'
L34
N 73'9'36" W
8.39'
L 16
N 86' 17'43" W
52 13'
L35
S 06'42'49" E
130.28'
L 17
S 42'52'31 " W
12 15'
L36
S 75'!)8' 1 1 " E
69 68'
L 18
N 44*01'19" W
12 20'
L37
S 74'39'48" E
50 76'
L 19
N 86'30'07" W
56.30'
L38
S 69'23'49" E
38.57'
PUBLISHED
PRELIMINARY
NCGS NAD 83
MONUMENT
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1 HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN
FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS FOR MORRISVILLE,
NORTH CAROLINA, WITH THE EXCEPTION OF SUCH VARIANCES, IF ANY, AS
ARE NOTED AND THAT THIS PLAT HAS BEEN APPROVED BY THE TOWN OF
MORRISVILLE FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEEDS OF
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h 1 HEREBY CERTIFY THAT AM THE OWNER OF THE PROPERTY SHOWN ANO
OESCRISED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION
31 OF THE TOWN OF MORRISVILLE, AND THAT I HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY FREE CONSENT, ESTABLISH MINIMUM BUILDING
SETBACK LINES AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND
OTHER SITES AND EASEVENTS TO PUBLIC OR PRIVATE USE AS NOTED.
0
in
NOTES: \
1.AREAS COMPUTED BY COORDINATE METHOD.
2. BASIS OF BEARINGS: NC GRID NAD 83
3.METAL STAKES SET AT ALL CORNERS UNLESS
OTHERWISE NOTED.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
5-THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A
TITLE REPORT AND MAY BE SUBJECT TO ANY MATTERS THAT
A FULL TITLE SEARCH WOULD DISCLOSE.
NAME Ck .-
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1,Notor y Public, do
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MY COMMISSION EXPIRES
STATE OF NORTH CAROLINA
COUNTY OF WAKE
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TOTAL AREA OF RECOMBINED TRACT 1517992 SF / 34.85 AC
AREA WITHIN AREA #1 615,429 SF / 14.13 AC
AREA WITHIN AREA #2 902,563 SF / 20.72 AC
RECORDED IN BOOK OF MAPS
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GRADING LEGEND
EXISTING CONTOURS
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270.4' EXISTING SURVEY SPOT ELEVATION
270.50T PROPOSED TOP OF CURB SPOT ELEVATION
270.50 PROPOSED GROUND/PAVEMENT ELEVATION
270.50TW PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
1270.50BWI
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
STRUCTURE NUMBER
- - - - -
-STORM
- EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
RD PROPOSED ROOF DRAIN
TREE PROTECTION FENCE
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
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DIA.
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LENGTH
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MATRL
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UPSTREAM
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DATA
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DEPTH
TYPE
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STREAM
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6
35
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301.55
300.85
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303.37
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301.65
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6.35
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LEGEND
NOTES
CO CLEANOUT
TOP ELEVATION IS TOP OF RIM
FOR
DI DROP INLET
MANHOLES, TOP OF GRATE FOR
YARD
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CLEANOUTS.
FI) FLOOR DRAIN
SCM STORMWATER CONTROL MEASURE OUTLET
ALL FES
INLETS & OUTLETS SHALL BE RCP.
TD TRENCH DRAIN
A2 STRUCTURE I.D. NUMBER
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0.E
12. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN
OR CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY
ARCHITECT IF DISCREPANCIES OCCUR.
13. THIS SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA
AND DEPICTED ON F.I.R.M. 1372007450OK, DATED 6-19-2020.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
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DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
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PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
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PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
A4
STORM STRUCTURE NUMBER
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PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
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RD
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TREE PROTECTION FENCE
DRAINAGE STRUCTURE SCHEDULE
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PIPE
DIA.
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LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
INV.
UPSTREAM
STRUCTURE
DATA
UP
DOWN
TOP ELEV.
DEPTH
TYPE
NOTES
STREAM
STREAM
(IN)
(LF)
(FT)
(FT)
(FT) (1)
(FT)
Al
A2
2.00%
6
35
HDPE
301.55
300.85
303.50
1.95
RD
A2
A3
1.00%
6
10
HDPE
300.85
300.75
303.50
2.65
RD
A3
A4
1.00%
12
35
HDPE
300.75
300.40
303.37
2.62
CO
A4
A5
1.00%
12
40
HDPE
300.40
300.00
303.37
2.97
FD
A5
A6
1.05%
12
43
HDPE
300.00
299.55
303.37
3.37
FD
A6
A7
1.00%
15
40
HDPE
299.55
299.15
303.37
3.82
FD
A7
A8
1.00%
15
15
HDPE
299.15
299.00
303.37
4.22
FD
A31
A3
3.00%
8
30
HDPE
301.65
300.75
304.05
2.40
TD
B1
B2
1.00%
12
65
HDPE
302.50
301.85
305.50
3.00
DI
B2
B3
1.00%
12
20
HDPE
301.85
301.65
308.50
6.65
CO
B3
B4
1.83%
12
90
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301.65
300.00
308.00
6.35
CO
C1
C2
2.00%
15
110
RCP
296.20
294.00
305.50
9.30
SCM
LEGEND
NOTES
CO CLEANOUT
TOP ELEVATION IS TOP OF RIM
FOR
DI DROP INLET
MANHOLES, TOP OF GRATE FOR
YARD
INLETS, AND FINISH GRADE FOR
CLEANOUTS.
FD FLOOR DRAIN
SCM STORMWATER CONTROL MEASURE OUTLET
ALL FES
INLETS & OUTLETS SHALL BE RCP.
TD TRENCH DRAIN
A2 STRUCTURE I.D. NUMBER
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0.E
12. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN
OR CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY
ARCHITECT IF DISCREPANCIES OCCUR.
13. THIS SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA
AND DEPICTED ON F.I.R.M. 1372007450OK, DATED 6-19-2020.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
PROJECT #• MINMOD-000597-2020
120
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C)ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
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LA: C-106 PE: C-1595
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PROJECT NO: 19-174
FILE:
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GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4' EXISTING SURVEY SPOT ELEVATION
270.50T PROPOSED TOP OF CURB SPOT ELEVATION
270.50 PROPOSED GROUND/PAVEMENT ELEVATION
270.50TW PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
1270.50BWI
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
STRUCTURE NUMBER
- - - - -
-STORM
- EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
RD PROPOSED ROOF DRAIN
TREE PROTECTION FENCE
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
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UPSTREAM
STRUCTURE
DATA
UP
DOWN
TO7ELEV.
DEPTH
TYPE
NOTES
STREAM
STREAM
(IN)
(LF)
(FT)
(FT)
(F(FT)
Al
A2
2.00%
6
35
HDPE
301.55
300.85
303.50
1.95
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A3
1.00%
6
10
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300.85
300.75
303.50
2.65
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A3
A4
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12
35
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300.75
300.40
303.37
2.62
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A4
A5
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12
40
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300.40
300.00
303.37
2.97
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12
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300.00
299.55
303.37
3.37
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A7
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15
40
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299.55
299.15
303.37
3.82
FD
A7
A8
1.00%
15
15
HDPE
299.15
299.00
303.37
4.22
FD
A31
A3
3.00%
8
30
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301.65
300.75
304.05
2.40
TD
Bl
212
1.00%
12
65
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302.50
301.85
305.50
3.00
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B2
213
1.00%
12
20
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301.85
301.65
308.50
6.65
CO
B3
B4
1.83%
12
90
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301.65
300.00
308.00
6.35
CO
Cl
C2
2.00%
15
110
RCP
296.20
294.00
305.50
9.30
SCM
LEGEND
NOTES
CO CLEANOUT
TOP ELEVATION IS TOP OF RIM
FOR
DI DROP INLET
MANHOLES, TOP OF GRATE FOR
YARD
INLETS, AND FINISH GRADE FOR
CLEANOUTS.
FI) FLOOR DRAIN
SCM STORMWATER CONTROL MEASURE OUTLET
ALL FES
INLETS & OUTLETS SHALL BE RCP.
TD TRENCH DRAIN
A2 STRUCTURE I.D. NUMBER
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0.E
12. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN
OR CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY
ARCHITECT IF DISCREPANCIES OCCUR.
13. THIS SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA
AND DEPICTED ON F.I.R.M. 1372007450OK, DATED 6-19-2020.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
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DESIGN
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400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
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DATE: 29 - JAN -21
PROJECT NO: 19-174
FILE:
GRADING PLAN
AREA I
PROJECT #• MINMOD-000597-2020
CIO

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GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
270.505
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
PROPOSED GROUND/PAVEMENT ELEVATION
270.50TW
PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
270.50BW
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
A4
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
RD
PROPOSED ROOF DRAIN
TREE PROTECTION FENCE
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE NO.
PIPE
SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
INV.
LOWER
INV.
UPSTREAM
STRUCTURE
DATA
UP
DOWN
TOP ELEV.
DEPTH
TYPE
NOTES
STREAM
STREAM
(IN)
(LF)
(FT)
(FT)
(FT) (1)
(FT)
Al
A2
2.00%
6
35
HDPE
301.55
300.85
303.50
1.95
RD
A2
A3
1.00%
6
10
HDPE
300.85
300.75
303.50
2.65
RD
A3
A4
1.00%
12
35
HDPE
300.75
300.40
303.37
2.62
CO
A4
A5
1.00%
12
40
HDPE
300.40
300.00
303.37
2.97
FD
A5
A6
1.05%
12
43
HDPE
300.00
299.55
303.37
3.37
FD
A6
A7
1.00%
15
40
HDPE
299.55
299.15
303.37
3.82
FD
A7
A8
1.00%
15
15
HDPE
299.15
299.00
303.37
4.22
FD
A31
A3
3.00%
8
30
HDPE
301.65
300.75
304.05
2.40
TD
B1
B2
1.00%
12
65
HDPE
302.50
301.85
305.50
3.00
DI
B2
B3
1.00%
12
20
HDPE
301.85
301.65
308.50
6.65
CO
B3
B4
1.83%
12
90
HDPE
301.65
300.00
308.00
6.35
CO
C1
C2
2.00%
15
110
RCP
296.20
294.00
305.50
9.30
SCM
LEGEND
NOTES
CO CLEANOUT
TOP ELEVATION IS TOP OF RIM
FOR
DI DROP INLET
MANHOLES, TOP OF GRATE FOR
YARD
INLETS, AND FINISH GRADE FOR
CLEANOUTS.
FD FLOOR DRAIN
SCM STORMWATER CONTROL MEASURE OUTLET
ALL FES
INLETS & OUTLETS SHALL BE RCP.
TD TRENCH DRAIN
A2 STRUCTURE I.D. NUMBER
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF MORRISVILLE AND
NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF
CURB, UNLESS OTHERWISE SHOWN.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN
STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE
OWNERS INDEPENDENT TESTING LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER
STOPPAGE OF WORK EACH DAY.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED.
UNLESS NOTED OTHERWISE.
Z ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF -SITE
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER
EACH RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
10. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE STOCKPILES AND/OR WASTE AREAS.
11. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0.E
12. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN
OR CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY
ARCHITECT IF DISCREPANCIES OCCUR.
13. THIS SITE IS LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA
AND DEPICTED ON F.I.R.M. 1372007450OK, DATED 6-19-2020.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
PROJECT #• MINMOD-000597-2020
120
0
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C)ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106 PE: C-1595
SEALS:
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DATE: 29 - JAN -21
PROJECT NO: 19-174
FILE:
GRADING PLAN
AREA 2
CIO

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VICINITY MAP
IMPACT AREA 4
_ — - (see sheet C-4) - S ' _ m ' 30' Z�� 1 STREAM BUFFER
QS ,t� L ♦ r7
20' ZONE 2 STREAM BUFFER lE E
J� 780 SQFT
^ �L �/ 30' ZONE 1 STREAM BUFFER \
301 SQFT \ W — — — W —
Z 20' ZONE 2 STREAM BUFFER - 20' ZONE 2 STREAM BUFFER
. 1,695 SQFT - — 320 SQFT
IMPACT AREA 3
(see sheet C-4)
-.;W - _ _ i 20' ZONE 2 STREAM BUFFER
459 SQFT
} M 1nrcHONEMEA t A \ 30' ZONE 1 STREAM BUFFER
635 SQFT
\....... ; ;='' IMPACT AREA 2
(see sheet C-3) /'-''/i`' J PROPOSED
> BRIDGE SPAN
\ \ \ \ \ \ \ 20' ZZONE 2 STREAM BUFFER � � y i < � �� � � / ��
\ \ \ 20' 313 SQFT / �� ZONE 2 STREAM
J BUFFER
1 _ 761 SQFT
\ 30' ZONE 1 STREAM BUFFER
612 SQFT / 30ZONE 1 STREAM
BUFFER
444 SQFT
PROPOSED
BRIDGE SPAN 1 1 y ®l��fi�
30' ZONE 1 STREAM BUFFER ✓ r 1 S ` r ���
30' ZONE 1 STREAM BUFFER
590 SQFT'
1,546 SQFT
20' ZONE 2 STREAM BUFFER `1
1 �� 20' ZONE 2 STREAM BUFFER .
550 SQFT \ ON -SITE 215 SQFT
30' ZONE 1 STREAM BUFFER —
ON -SITE 70 SQFT 1 1
/ IMPACT AREA 1
20' ZONE 2 STREAM BUFFER 1 ON -SITE 773 SQFT (see sheet C-3)
� �, -----
OFF -SITE 417 SQFT--
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
SCALE. • 1"= 600'
600
/11
CLH
01ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
cog, AC 27518
Phone: [phone]
Fox. 919.319.7516
Lk c-106 PE C-1595
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DESIGNED BY: LID
DRAWN BY: LD ISM
DATE: 07-JAN-21
PROJECT NO: 19-174
FILE:
OVERALL
EXISTING
CONDITIONS
PLAN
C-1

IMPACT AREA 4 -
(see sheet C-4)3S
30' ZONE 1 STREAM BUFFER
301 SQFT
m
S I _ 30'ZONE 1 STREAM BUFFER
X, , 405 SQFT
E —
20' ZONE 2 STREAM BUFFER IE
780 SQFT -
- —
�� -W — — W
�s 20 ZONE 2 STREAM BUFFER ` - 20' ZONE 2 STREAM BUFFER
1.695 SQFT `� - 320 SQFT
`> a� —
IMPACT AREA 3
(see sheet C-4)
+//
V` MATCHLINE AREA I
AREA2 X
/ IMPACT AREA 2
II +
(see sheet C-3)
20' STREAM BUFFER
313 SQFT /
r 30' STREAM BUFFER
612 SQFT %S
PROPOSED
BRIDGE SPAN
30' ZONE 1 STREAM BUFFER
590 SQFT
20' ZONE 2 STREAM BUFFER
550 SQFT
30' ZONE 1 STREAM BUFFER
ON -SITE 70 SQFT
20' ZONE 2 STREAM BUFFER
ON -SITE 773 SQFT
OFF -SITE 4n SQFT
k-
o
i
1 20' ZONE 2 STREAM BUFFER
459 SQFT
�30' ZONE 1 STREAM BUFFER
635 SQFT
PROPOSED
BRIDGE SPAN
30' ZONE 1 STREAM
BUFFER
761 SQFT
20' ZONE 2
STREAM BUFFER
(0 444 SQFT
1 1
t r, 1i-
I20' ZONE 2 STREAM BUFFER
lls* SQFT
30' ZONE 1 STREAM BUFFER N
1215 SQFT
^IMPACT AREA 1
�- (see sheet C-3)
�1
VICINITY MAP
NOTE
SCALE. • 1"= 600'
TOTAL WETLANDS ON-97E.'
0.06 ACRES
TOTAL WETLANDS IMPACTED ON-517E•
0.00 ACRES
TOTAL LINEAR FEET OF STREAM ON-97E.'
2,722 LF
TOTAL LINEAR FEET OF STREAM IMPAC7ED ON-517E
0 LF
TOTAL 20' BUFFER IMPACT ON -SITE
0.02 ACRES
TOTAL 20' BUFFER IMPACT OFF -SITE:
0.01 ACRES
TOTAL 30 BUFFER IMPACT ON -SITE
0.06 ACRES
TOTAL 30' BUFFER IMPACT OFF -SITE:
0.00 ACRES
IMPERVIOUS AREA FOR PROPOSED PROJECT:
0.91 ACRES
THIS PROPERTY IS LOCATED ZONE AE' AREAS DETERMINED TO BE INSM THE 0.2R
ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FIRM PANEL 0745, MAP NUMBER
3720074500J WITH AN EFFECTIVE DATE OF MAY 2, 2006.
06/ER 106N OF 1f0066tMM PMKA KATAM4 ! OLLRWAL 6F9dX=
own c6x7ACli ,tmr 6t1E14 0mmR
m6 I7l1 MAL Myr
Y0666ME AC 273W
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FNM [phone]
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
600
CLH
01ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
LA C-106 PE C-1595
SEALS:
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DESIGNEDDY: LD
DRANIN BY: LD ISM
DATE: 07-JAN-21
PROJECT N0: 19-174
FILE:
OVERALL
PROPOSED
CONDITIONS
PLAN
C-2

20' ZONE 2 STREAM BUFFER
313 SQFT
V, 30' ZONE 1 STREAM BUFFER
612 SQFT
EXISTING WETLAND
— NOT IMPACTED
Tom_
/ j/PROPOSED
BRIDGE SPAN
30' ZONE 1 STREAM BUFFER n 0
590 SQFT
I
20' ZONE 2 STREAM BUFFER
550 SQFT
ILIMITS OF DISTURBANCE I
20' ZONE 2 STREAM BUFFER
ON -SITE 773 SQFT /
OFF -SITE 417 SQFT
—
\ \ MY ZONE 1 STREAM BUFFER
ON -SITE 70 SQFT
.N L
I
TOP OF STREAM BANK
I \ \ I
co
20' ZONE 2 STREAM
BUFFER
1 1 46 SQFT
1
1 30' ZONE 1 STREAM
1 BUFFER
1 215 SQFT
1/
0 I Illj I
IMPACT AREA 1
® LIMITS OF DISTURBANCE
HALT TRAIL = 14,210 SF /
IMPERVIOUS
RIJ%8 � i
20' ZONE 2 STREAM BUFFER
4S9 SQFT
MY ZONE 1 STREAM BUFFER
63S SQFT
%Y
1,
TOP OF STREAM BANK /
551
30' ZONE 1 STREAM BUFFER /
761 SQFTrLA— \
Nos I 20' ZONE 2 STREAM BUFFER\\
/ 444 SQFT I /
con J
IMPACT AREA 2
IMPACT TABLE
PROPOSED
BRIDGE SPAN J
/
Impact
Location
Impact
Feature
Impact
Type
Impact
Purpose
Impact
Amount
Impact Area #1
20' Zone 2 NRRB - On -Site
Permanent
Filling
3,182 SF
Impact Area #1
20' Zone 2 NRRB- Off -Site
Permanent
Filling
417SF
Impact Area #1
30' Zone 1 NRRB - On -Site
Permanent
Filling
1,487 SF
Impact Area #2
20' Zone 2 NRRB - On -Site
Permanent
Filling
903 SF
Impact Area #2
30' Zone 1 NRRB - On -Site
Permanent
Filling
1,396 SF
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
20' WIDE ZONE 2 NEUSE RIVER
. '// '// '// /// '/. '/.
RIPARIAN BUFFER (NRRB)
30' WIDE ZONE 1 NEUSE RIVER
RIPARIAN BUFFER (NRRB)
GRAPHIC SCALE
0 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
o�Q
CLH
01ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, AC 27518
Phone: [phone]
Fox. 919.319.7516
LA* C-106 PE C-1595
SEALS:
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DESIGNED BY: LID
DRAWN BY: LD ISM
DATE: 07-JAN-21
PROJECT NO: 19-174
FILE:
DETAIL
PROPOSED
CONDITIONS
PLAN
C-3

30' ZONE 1 STREAM BUFFER
301 SQFT
20' ZONE 2 STREAM BUFFER \ `\
1,69S SQFT
/ / — bV ! \\\ \ \ \
TOP OF STREAM BANK
1 PRI
\ \ \ ROT
\. W-
\ `\ \ 20' ZONE 2 STREAM BUFFER
/ +� \ \ \\ \\ 320 SQFT
LIMITS OF DISTURBANCE
A -
IMPACT AREA 3
IMPACT TABLE
Impact
Location
Impact
Feature
Impact
Type
Impact
Purpose
Impact
Amount
Impact Area #3
20' Zone 2 NRRB - On -Site
Permanent
Filling
621 SF
Impact Area #3
30' Zone 1 NRRB - On -Site
Permanent
Filling
1,695 SF
Impact Area #4
20' Zone 2 NRRB - On -Site
Temporary
Grading
780 SF
Impact Area #4
30' Zone 1 NRRB - On -Site
Temporary
Grading
405 SF
100' CP&L EASEMENT BM2003,
I PG 409 DB2662, PG 664 I
I
LIMITS OF DISTURBANCE\\
m �� I
—SS— W—S —
J �AV —}S � —SS \t�—S�--F--SS
U \\ I
— � 30' ZONE 1 STREAM BUFFER
r i 40S SQFTco
\
II ONE 2 STREAM BUFFER \ E �\� E\
780 SQFT
A" P \E\
\ \ \
� / 2
1E E
IMPACT AREA 4
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
20' WIDE ZONE 2 NEUSE RIVER
,
RIPARIAN BUFFER (NRRB)
30' WIDE ZONE I NEUSE RIVER
RIPARIAN BUFFER (NRRB)
GRAPHIC SCALE
0 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
o�Q
CLH
01ESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
cog, AC 27518
Phone: [phone]
Fox: 919.319.7516
LA* c-106 PE c-1595
SEALS:
M
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2
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DESIGNED BY: LID
DRAWN BY: LD ISM
DATE: 07-JAN-21
PROJECT N0: 19-174
FILE:
DETAIL
PROPOSED
CONDITIONS
PLAN
C-4