20191190 Ver 1_PCN Form Submission_20190905

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02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191190
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Raleigh Regional Office - [phone] Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Sanctuary Oaks Subdivision
1a. Who is the Primary Contact?*
Mr. Tom Anhut
1 b. Primary Contact Email:
[e-mail]
Date Submitted
9/5/2019
Nearest Body of Water
Richland Creek
Basin
Neuse
Water Classification
WS -IV; NSW
Site Coordinates
Latitude:
36.006591
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.511344
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
29 - Residential Developments
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
12 - Utility Lines
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
fJ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r- Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r- Yes r- No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r- Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F- Owner FT Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Alice Virginia Soule
2b. Deed book and page no.:
BK: 004151 PG: 00081
2c. Responsible party:
2d. Address
Street Address
936 Wall Road
Address Line 2
aY
Wake Forest
Postal / Zip Code
27587-9583
2e. Telephone Number:
[phone]
29. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Mr. Tom Anhut
State / Rmince / Pagion
NC
Country
us
2f. Fax Number:
r Yes r No
ryes r No

3b. Business Name:
Anhut Properties, LLC
3c. Address
Street Address
610 Presidents Walk Lane
Address Line 2
city
Cary
Postal / Zip Code
27519
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
ff appropriate)
1c. Nearest municipality/ town:
Wake Forest, NC
2. Project Identification
2a. Property Identification Number:
1842-41-7677
2c. Project Address
Street Address
0 Wall Road
Address Line 2
City
Wake Forest
Postal / Zip Code
27587
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Richland Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV: NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202010701
4. Project Description and History
State / Province / Pagion
North Carolina
Country
United States
3e. Fax Number:
2b. Property size:
14.6
State / Province / Piagion
NC
Courdry
US
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:*
General land use in the vicinity of the project is residential development and forest land. Small agricultural uses persist in several locations. The site is maintained as pasture along Wall
Road, and mature forest. A sanitary sewer line would extend east from the site through mature forest to the Richland Creek floodplain with one small pocket wetland. The intermittent
stream this sewer line would parallel disappears into the floodplain before joining Richland Creek. On the far (east) side of Richland Creek, an eAsting sanitary sewer easement occurs
within a larger emergent wetland.
Wetland WZ is located approximately 2,150 feet south, along an existing maintained sewer line corridor. Upsiang this length of pipe is required per City of Raleigh to accommodate
current and future projected flows (see Downstream Sewer Impacts Inset on the attached Impact Exhibit C-1). This portion of the project was added in consultation with the City of
Raleigh, after receipt and approval of this project's PJD application by the USACE. Wetlands WZ and WY have not yet been approved, but are similar in composition and geographic
setting to Wetland WA.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes B No r Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
SanctuaryOaks_USGS_Map_.pdf 959.8KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)

SanctuaryOaks_NRCS_Map.pdf 1.48MB
4f. List the total estimated acreage of all existing wetlands on the property:
None occur on the Sanctuary Oaks site. 0.056 along sewer corridor
4g. List the total estimated linear feet of all existing streams on the property:
None occur on the Sanctuary Oaks site. 241 of intermittent stream parallel the sewer corridor east
to the Richland Creek collector, and 33 perennial at the crossing of Richland Creek
4h. Explain the purpose of the proposed project:*
Residential development and sanitary sewer improvements to serve the growing needs of Wake Forest and surrounding areas.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Sediment and erosion control measures would be implemented according to NC requirements, and approved by NCDEQ prior to implementation. Jurisdictional stream and wetland areas
and riparian buffers adjacent to construction areas would be clearly marked with protection fencing or other similar method to avoid inadvertent encroachment. Copies of permits and
impact areas would be provided to the prime contractor and all subcontractors working in or near jurisdictional areas. Land clearing would take place along with installation of erosion
control devices. Construction would be accomplished using typical equipment including excavators, backhoes, and dump trucks. Additional equipment may be used as required.
4j. Please upload project drawings for the proposed project.
Sanctuary Oaks_ Construction Plans_ Rev2_24x36_2019-08-19_1of2.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes f No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
F Preliminary f Approved r Not Verified r Unknown r PIA
Corps AID Number:
None: Email confirmation 11 Sept 2018
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Chris Hopper
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
10.59MB
f Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
09/11/2018 (USAGE Concurrence)
08/14/2018 (NCDWR Buffer Concurrence)
5d1. Jurisdictional determination upload
Soule Property Buffer Determination Letter.pdf 190.54KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes F No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
NWP 12 would be used to construct a sewer across Richland Creek to connect with the existing waste water collection system, and upgrade an existing length of pipe about 2,150 linear
feet downstream. A NWP 29 is requested due to the 'but -for' test, but no impact would be required to construct the development aside from sanitary sewer.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands F7 Streams -tributaries
r Open Waters F Pond Construction
2. Wetland Impacts
P Buffers
2a. Site #YQ M 2a1 Reason(?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name" 2e. Forested 2f. Type of 29. Impact
Jurisdicition * M area*
W1
Sewer Line
T
Bottomland Hardwood Forest
WB
Yes
Corps
0.006
(acres)
W2
Sewer Line
T
Bottomland Hardwood Forest
WA
Corps
0.010
(acres)

W3 Sewer Line T Bottomland Hardwood Forest WZ r Corps 0.040
2g. Total Temporary Wetland Impact 29. Total Permanent Wetland Impact
0.056 0.000
2g. Total Wetland Impact
0.056
2h. Comments:
W1 (Wetland WB) would be cleared (293 sf) for construction and maintenance access. Wetland WA (452 sf) and WZ (1,734 sf) would both be
impacted within an eAsting maintained sewer line right-of-way. WA impact would connect the project to an eAsting sewer, and WZ would upgrade a
portion of eAsting line.
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type *]3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1 Sewer Crossing Temporary E)cavation Richland Creek Perennial Corps 12 32
Average (feet) (Gr�ear feet)
31. Total jurisdictional ditch impact in square feet:
Parallel Sewer Corridor
0
TT Richland Creek
3i. Total permanent stream impacts:
3i. Total temporary stream impacts:
0
32
3i. Total stream and ditch impacts:
Richland Creek
32
2,023
3j. Comments:
Parallel Sewer Replacement
6. Buffer Impacts (for DWR)
Richland Creek
6a. Project is in which protect basin(s)?
2,458
Check all that apply.
® Neuse
❑ Tar -Pamlico
❑ Catawba
❑ Randleman
❑ Goose Creek
❑ Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Parallel Sewer Corridor
T
TT Richland Creek
No
0
4,198
Perpendicular Sewer Crossing
T
Richland Creek
No
2,023
1,179
Parallel Sewer Replacement
T
Richland Creek
No
2,458
3,066
6h. Total buffer impacts:
........ ......
Zone 1
Zone 2
Total Temporary impacts: 4,481.00
8,443.00
Zone 1
Zone 2
Total Permanent impacts: 0.00
0.00
.................. .................. ................. .................. .................. ................. ..................
Zone 1
................ .............. ......... ........... .......... ........ .......... .......... ........ .......... ........
Zone 2
Total combined buffer impacts: 4,481.00 8,443.00
61. Comments:
Parallel Sewer Corridor buffer impacts along the tributary buffer would occur in Zone II only. All areas would be stabilized and seeded upon completion.
The sewer maintenance corridor across Richland Creek (Perpendicular Sewer Crossing) would be maintained at 30 -feet wide per local regulation and
require Buffer Authorization to construct. The Parallel Sewer Replacement, located about 2,150 feet downstream from the project would be an
upgrade in-place with no new or permanent impact.
Supporting Documentation
Soule -impact Exhibit_24x36_2019-09-03.pdf 758.54KB
E. Impact Justification and Mitigation :"l

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Resource delineations and determinations occurred prior to project design. No resources to avoid were identified on the subject property. Sanitary
sewer service will be provided without permanent impact to Zone I except for the perpendicular crossing of Richland Creek, required to connect to an
existing line. Project owners attempted to secure approval for a narrower maintenance corridor, but were denied.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All erosion and sediment controls will be in place prior to land clearing for development. Stormwater BMPs are designed to maxmize nutrient removal.
No vehicle storage or maintenance will occur within or adjacent to jurisdictional resources. Contractors will be instructed to review and understand the
conditions of project permits.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
No permanent loss to waters of the United States or State will result. All impacts are temporary. The 30 -foot crossing of Richland Creek, to be maintained, is required by the local
government but does not exceed that allowed under eAsting permits.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) -
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r- Level Spreader
r- Vegetated Conveyance (lower SHWT)
F_ Wetland Swale (higher SHWT)
F_ Other SCM that removes minimum 30% nitrogen
R Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes l- No
2d. Which of the following stormwater management program(s) apply:
P Local Government F State
Local Government Stormwater Programs
rJ Phase II fJ NSW r USMP rJ Water Supply
Please identify which local government stormwater program you are using.
Town of Wake Forest
Comments:
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?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H.0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15ANCAC 2B.0200)?*
r Yes r No

3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
The project is a single-phase residential subdivision. No future phases are planned or contemplated at this time.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
All waste generated by Sanctuary Oaks will be transferred to the City of Raleigh's Smith Creek Resources Recovery Facility (NPDES Permit No.
NC0030759). The facility has a capacity of 6 MGD, and has adequate capacity to accommodate the residential use proposed.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No f Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Consultation Code: 04EN2000-2019-SLI-1462, Event Code: 04EN2000-2019-E-03329 - August 16, 2019
NC Natural Heritage Program Tier 1 Data Explorer - September 4, 2019
The US Fish and Wildlife Service's ECOS-IPaC service identified red -cockaded woodpecker, Neuse River waterdog, Carolina madtom, Atlantic pigtoe,
dwarf wedgemussel, and Michau is sumac as potentially occurring in the permit area. The proposed crossing would be an aerial pipeline with no
impact to surface waters. No suitable habitat for either red -cockaded woodpecker or Michauxs sumac occurs in the permit impact area. No impact to
any federally -listed species is expected to result.
The NCNHP reported no known occurrences of threatened or endangered species on or within one mile of the project site. Public Lands were
identified in their report. However, this project would include improvements and connection to an existing sanitary sewer line and no change in use
would result. Both agency reports are attached.
Consultation Documentation Upload
USFWS_IPaC_Letter.pdf 241.87KB
project_report_sanctuary_oaks_ subdivision_ 20897_20897.pdf 1.14MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://mmAt.habitat.noaa.gov/protection/efb/efhniapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*

Wall Plantation (HPO Site ID: we 1666) occurs on the southern portion of the former parcel from which this project was subdivided in 1987. Three
tracts remain to the south of the proposed project. All four tracts remain under the ownership of Ms. Alice Virginia "Ginny" Soule. Ms. Soule explains
that the County deemed two structures on the tracts as historic, including an old smoke house and dairy building. Both structures occur on the three
tracts (-20ac) south of this project and would be retained by Ms. Soule. A barn on the project site was constructed in phases beginning around 1900,
and expanded between 1930-1935, and again between 1940-1950.
The project would dismantle the structure and reuse the material as hardwood flooring and siding for residential/commercial development. The Town
of Wake Forest has been consulted (attached email communications, Ms. Michelle Michael, MHP, Senior Planner (Historic Preservation)) and has
approved of the proposal.
7c. Historic or Prehistoric Information Upload
Soule Property Barn.pdf 868.31 KB
Town—Email—Barn021519.pdf 109.26KB
wa1666.pdf 1.03MB
wa1666-001.pdf 7.22MB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
C Yes O No
8b. If yes, explain how project meets FEMA requirements:
Only portion of the sewer line (NWP 12) would be constructed within the floodplain. Project engineers are working with the Town of Wake Forest
Floodplain Administrator to comply with the Town's Flood Damage Prevention Ordinance and secure any permits or certifications necessary.
8c. What source (s) did you use to make the floodplain determination?*
https://fris.nc.gov/fris/Home.aspx?ST=NC
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
SanctuaryOaks_AquaticFeatures_Map. pdf
Sa nctuaryOaks_Vicin ity_Ma p. pdf
Signature
m By checking the box and signing below, I certify that:
806.6KB
475.37KB
• 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:
Christopher D. Hopper
Signature
��
Date
9/5/2019

CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description
Parcel Identification
Number(s) (PIN)
Soule Property
1842-60-1883
City: Wake Forest State: NC
Properti, Owner Information
County: Wake
Owner: ® Authorized Agent*: ❑
Name: The Town of Wake Forest
Title: tee) a G f- 4- L. =L c 5 ��!tdt��- L
Street Address: 401 Elm Street
City: Wake Forest
State:NC
*Written proof of authorization from owner required.
Authorization
Property Size (Acres)
Zip Code:27587
7.71
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) g J�r_I C ) CJC'A.' ay_, Date A5 /&

CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919 -359-1102—F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
an Description Soule Property
Parcel Identification
Number(s) (PIN) 1842-50-3971
City: Wake Forest State: NC County: Wake Property Size (Acres): 13.17
Property Owner Information
Owner: ® Authorized Agent*: ❑
Name: Soule, Patti Bean
Title:
Street Address: 213 W Sycamore Ave
City: Wake Forest State:NC Zip Code:27587
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on subject property of which I have knowledge.
Owner/Agent (signature) 4 Date E 7

CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919 -359-1102—F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description Soule Property
Parcel Identification
Number(s) (PIN) 1834-41-5502,1842-41-9194
City: Wake Forest State: NC County: Wake Property Size (Acres): 17.49, 15.44
Property Owner Information
Owner: ® Authorized Agent*: ❑
Name: Soule, Alice Virginia
Title:
Street Address: 936 Wall Rd
City: Wake Forest
State:NC Zip Code:27587
*Written proof of authorization from owner required.
Authorization
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
/D
Owner/Agent (signature) ��� C�� �� �'�'`� Date

CAROLINA 3040 NC Hwy 42 West; Clayton, NC 27520
ECOSYSTEMS, INC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description Soule Property
Parcel Identification
Number(s) (PIN) 1842-60-1883
City: Wake Forest State: NC County: Wake Property Size (Acres): 7.71
Property Owner Information
Owner: E Authorized Agent*: ❑
Name: The Town of Wake Forest
Title:
Street Address: 401 Elm Street
City: Wake Forest
State:NC
*Written proof of authorization from owner required.
Authorization
Zip Code:27587
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the
U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) Date

SA
WB
WA
Richland Creek (RC)
SB
WZ
WY
September 2019 Figure 2: USGS Map
Sanctuary Oaks
Wake County, NC
0 400200
Feet³
Grissom and Wake Forest, NC (2016) USGS 1:24000 Quadrangle Map
Study Area
Wetland
Intermittent Streams
Perennial Streams
Richland Creek
SA Subject at:
36.00603 -78.510296
SA
Richland Creek (RC):
Subject Throughout
SB
Subject Throughout
September 2019 Figure 4: NRCS Map
Sanctuary Oaks
Wake County, NC
0 400200
Feet³
NRCS Wake County, NC Soil Survey Map 11
Study Area
Wetland
Intermittent Streams
Perennial Streams
Richland Creek
CALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949IMPACT EXHIBITC-110606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERSTATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)APPROXIMATE LOCATION OFEX. 12" WATER MAINCHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884EX. CONCRETEACCESS DRIVE134133130129126125124123122121120119118117116113112EX. HYDRANTEX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. STORM SEWERPROP. WATER LINEPROP.STORMWATERCONTROLMEASURESANCTUARY OAKS LNLACALA CT
MICATO WAY PROP. SANITARY SEWERMANHOLE (TYP.)MATCHLINE THIS SHEETN/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971PROP. 30' SEWER ESMT.EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)EX. WETLAND W1EX. DUAL SANITARYSEWER MAINSEX. SEWER ESMTS.N/FTOWN OF WAKEFORESTD.B. 9825 PG 4361842-60-1883EX. SANITARY SEWERPROP. 20' PRIVATEDRAINAGE ESMT.PROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 10' PRIVATEDRAINAGE ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.MATCHLINE THIS SHEET 100-YEAR FLOODPLAIN100-YEAR FLOODWAYPROP. PERMANENT ZONE I BUFFER IMPACTPROP. PERMANENT ZONE II BUFFER IMPACTPROP. TEMPORARY WETLAND IMPACTNOTES1.TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, P.C.2.SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINAECOSYSTEMS, INC AND LOCATED BY CAWTHORNE, MOSS & PANCIERA, PC.3.PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.4.ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH APPLICABLE TOWN OFWAKE FOREST STANDARDS. ALL TEMPORARY EROSION CONTROL MEASURES SHALLBE MAINTAINED IN PROPER WORKING CONDITIONS THROUGHOUT CONSTRUCTION.5.CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY IMPACTEDFEATURES WITH NATIVE VEGETATION.STREAMIMPACTSTEMPORARY (SQ. FT.)PERMANENT (SQ. FT.)ZONE II BUFFER8,443ZONE I BUFFER48PROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')325PROP. LIMIT OF DISTURBANCE2,479WETLAND IMPACTSSTREAM CHANNELLINEAR FEET32IMPACT TABLEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')325PROP. 3,123 SF OFPARALLEL ZONE IIBUFFER IMPACTSPROP. 1,075 SF OFPARALLEL ZONE IIBUFFER IMPACTSPROP. 1,179 SF OFPERPENDICULAR ZONE IIBUFFER IMPACTSEX. WETLANDW2PROP. 293 SF OFWETLAND W1 IMPACTSPROP. 452 SF OFWETLAND W2IMPACTSPROP. 1,975 SF OFPERPENDICULAR ZONE IBUFFER IMPACTSAPPROX. RICHLANDCREEK STREAM BANKS4,433PROP. 48 SF OF ZONE IBUFFER IMPACTS DUE TO(2) 3' X 8' PIER FOOTINGSPROP. 3,066 SF OFPARALLEL ZONE IIBUFFER IMPACTSPROP. 2,458 SF OFPARALLEL ZONE IBUFFER IMPACTSDOWNSTREAM SEWERIMPACTS INSETSCALE: 1" = 60'PROP. 1,734 SFOF WETLANDWZ IMPACTSEX.WETLANDWYEX.WETLANDWZ
SA
WB
WA
Richland Creek (RC)
SB
WZ
WY
September 2019
Figure 3: Aquatic
Features Map
Sanctuary Oaks
Wake County, NC
0 400200
Feet³
2017 Statewide Aerial Imagery
Study Area
Wetland
Intermittent Streams
Perennial Streams
Richland Creek
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Wake Forest
YoungsvilleRichland CreekHorse CreekHatters BranchSmith CreekSmith CreekSeptember 2019 Figure 1: Vicinity Map
Sanctuary Oaks
Wake County, NC
0 0.50.25
Miles³Study Area
USGS Streams
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949COVERC-11CONSTRUCTION PLANSFORSANCTUARY OAKSSUBDIVISIONSD-18-07WALL ROADWAKE FOREST, NORTH CAROLINAPIN: 1842-41-7677SHEETTITLEC-1COVERC-2 - C-3 CALCULATIONSC-4EXISTING CONDITIONSC-5SITE PLANC-6UTILITY PLANC-7GRADING & DRAINAGE PLANC-8STORMWATER WETLAND DETAILSC-9EROSION & SEDIMENT CONTROL PLAN - PHASE IC-10EROSION & SEDIMENT CONTROL PLAN - PHASE IIC-11SANCTUARY OAKS LN PLAN & PROFILEC-12SANCTUARY OAKS LN PLAN & PROFILEC-13LACALA CT PLAN & PROFILEC-14MICATO WAY PLAN & PROFILEC-15SEWER OUTFALL PLAN & PROFILEC-16LANDSCAPING PLANC-17OPEN SPACE PLANC-18STRIPING, SIGNAGE & LIGHTING PLANC-19OFFSITE SANITARY SEWER STUDY EXHIBITC-20DOWNSTREAM SEWER REPLACEMENT PLAN & PROFILEC-21 - C-28 DETAILSC-29NCG01 GROUND STABILIZATION & MATERIALS HANDLINGC-30NCG01 SELF-INSPECTION RECORDKEEPING & REPORTINGVICINITY MAP1" = 1000'DEVELOPER:A2 GROUP, LLCCONTACT: TOM ANHUT610 PRESIDENTS WALK LANECARY, NC [e-mail] OF RECORD:FLM ENGINEERING, INCCONTACT: JON FRAZIER, PEPO BOX 91727RALEIGH, NC [e-mail] RIDGE DR.FRANKLINCOUNTYWAKE COUNTY FRANKLIN COUNTY LINECAPITOL BLVDWRIGLEYDRIVEHARRIS RD.NAXOSDRIVEATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.ALL PUBLIC FACILITIES, INCLUDING SIDEWALKS, AND HANDICAP RAMPS ARETO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWNSTANDARDS. THESE FACILITIES HAVE BEEN APPROVED BY THE TOWN OFWAKE FOREST AND SHALL BE SO INSTALLED UNLESS A CHANGE ISAPPROVED BY THE TOWN OF WAKE FOREST.EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER FORTHE TOWN OF WAKE FOREST IN NO WAY LIMITS THE RESPONSIBILITY OF THEOWNER AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITHALL FEDERAL, STATE, AND LOCAL STANDARDS AND/OR CONDITIONS.OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BEREQUIRED BY THE TOWN OF WAKE FOREST TO CORRECT ANY ERRORS,OMISSIONS OR NON-COMPLIANCE WITH TOWN STANDARDS AND/ORCONDITIONS DESCRIBED IN THIS CONSTRUCTION PLAT, INCLUDINGRE-SUBMISSION OR RE-EXECUTION OF THIS CONSTRUCTION PLAT WITH THEAPPROPRIATE CORRECTIONS AND/OR REVISIONS.__________________________________________ ___________________OWNER DATEALL PUBLIC UTILITIES ARE TO BE CONSTRUCTED AS SPECIFIED BY CITY OFRALEIGH STANDARDS. THESE UTILITIES HAVE BEEN APPROVED BY THE CITYOF RALEIGH AND SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVEDBY THE CITY OF RALEIGH.PROPOSED LINEAR FOOTAGE QUANTITIESUTILITYOWNERSHIPDIAMETER / MATERIAL LENGTHWATERPUBLIC(CITY OF RALEIGH)12"Ø CL350 DUCTILE IRON245'WATERPUBLIC(CITY OF RALEIGH)8"Ø CL350 DUCTILE IRON1,445'WATERPUBLIC(CITY OF RALEIGH)6"Ø CL350 DUCTILE IRON787'SANITARYSEWERPUBLIC(CITY OF RALEIGH)8"Ø SDR35 PVC2,473'SANITARYSEWERPUBLIC(CITY OF RALEIGH)8"Ø CL250 DUCTILE IRON 212'SANITARYSEWERPUBLIC(CITY OF RALEIGH)20"Ø CL250 DUCTILE IRON 313'STORMDRAINPUBLIC(TOWN OF WAKE FOREST)15"Ø RCP1,350'STORMDRAINPRIVATE(HOA)15"Ø RCP413'STORMDRAINPUBLIC(TOWN OF WAKE FOREST)18"Ø RCP190'STORMDRAINPRIVATE(HOA)18"Ø RCP82'STORMDRAINPUBLIC(TOWN OF WAKE FOREST)24"Ø RCP55'STORMDRAINPRIVATE(HOA)24"Ø RCP341'STORMDRAINPUBLIC(TOWN OF WAKE FOREST)30"Ø RCP348'STORMDRAINPRIVATE(HOA)30"Ø RCP352'ROADWAYPUBLIC(TOWN OF WAKE FOREST)27' B-B ROAD SECTION2,158'SIDEWALKPUBLIC(TOWN OF WAKE FOREST)5'-WIDE SIDEWALK4,290'CURB &GUTTERPUBLIC(TOWN OF WAKE FOREST)30" VALLEY CURB & GUTTER4,370'CURB &GUTTERPUBLIC(TOWN OF WAKE FOREST)8" NCDOT MEDIAN CURB350'PUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OFTHE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIALAND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORMTO THE STANDARDS AND SPECIFICATIONS OF THE CITY’S PUBLIC UTILITIESHANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OFTHE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIALAND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORMTO THE STANDARDS AND SPECIFICATIONS OF THE CITY’S PUBLIC UTILITIESHANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE RZ-18-14 CONDITIONS:1. THE MINIMUM LOT AREA SHALL BE 4,800 SQUARE FEET FOR ATTACHED UNITS AND 6,000 SQUARE FEET FORDETACHED UNITS.2. THE MINIMUM LOT WIDTH SHALL BE 40' FOR ATTACHED UNITS AND 50' FOR DETACHED UNITS.3. PRINCIPAL BUILDING SETBACKS SHALL BE AS FOLLOWS:ATTACHED UNITS:a. PRINCIPAL FRONT SETBACK (MIN): 20'b. STREET SIDE/SECONDARY FRONT SETBACK (MIN): 20'c. SIDE (FROM ADJACENT LOT) SETBACK (MIN): 6'd. REAR SETBACK: 25'DETACHED UNITS:a. PRINCIPAL FRONT SETBACK (MIN): 20'b. STREET SIDE/SECONDARY FRONT SETBACK (MIN): 20'c. SIDE (FROM ADJACENT LOT) SETBACK (MIN): 8'd. REAR SETBACK: 25'4. A 15' TYPE B OPTION 2 BUFFER SHALL BE PROVIDED ALONG THE NORTHERN PROPERTY BOUNDARY.5. DEVELOPMENT SHALL BE LIMITED TO MAXIMUM DENSITY OF 5 DWELLING UNITS PER ACRE.6. DRIVEWAYS OF 18 FEET WIDE (16' APRONS) MAY BE USED TO PROVIDE ACCESS TO GARAGES OR OFF-STREETPARKING AREAS.7. GARAGES SHALL BE PERMITTED IN THE 1ST LAYER OF THE LOT AS DEFINED IN UDO SECTION 9.3.8. GARAGES SHALL BE SET BACK A MINIMUM OF 21.5' FROM THE BACK OF THE SIDEWALK AND SHALL NOT PROTRUDEIN FRONT OF THE FRONT BUILDING WALL. HOWEVER, IF A METAL OVERHANG (PROJECTING AT LEAST ONE FOOTFROM THE FRONT FACE OF THE GARAGE WALL) ABOVE THE GARAGE DOOR IS USED IN COMBINATION WITH A METALFRONT PORCH ROOF (OR CONTINUOUS METAL ROOF SPANNING BOTH THE GARAGE AND THE FRONT PORCH), THEGARAGE MAY PROTRUDE ONE FOOT PAST THE FRONT BUILDING WALL.9. AT NO TIME SHALL THE TOTAL WIDTH OF AN ATTACHED GARAGE DOOR(S) EXCEED 50% OF THE TOTAL BUILDINGFAÇADE.10.GARAGE DOORS MUST HAVE WINDOWS, DECORATIVE DETAILS OR CARRIAGE-STYLE ADORNMENTS.11.SECTION 5.5.2.A, B, AND C SHALL BE APPLICABLE TO THE SITE.12.SECTION 5.5.3.A SHALL BE APPLICABLE TO THE SITE.13.SECTION 5.5.6.A AND B SHALL BE APPLICABLE TO THE SITE. VINYL SIDING SHALL NOT BE PERMITTED;HOWEVER, VINYL WINDOWS, DECORATIVE ELEMENTS, AND TRIM ARE PERMITTED.14.ATTACHED AND DETACHED UNITS SHALL BE ARCHITECTURALLY COMPATIBLE.15.ALL HOMES SHALL HAVE A CRAWL SPACE OR RAISED SLAB WHICH AT A MINIMUM RISES AT LEAST 12 INCHESFROM AVERAGE GRADE ACROSS THE FRONT OF THE HOUSE TO THE FINISHED FLOOR AT THE FRONT DOOR. THEFRONT FAÇADE SHALL INCORPORATE A MINIMUM 18-INCH BASE OF STONE, BRICK, OR STUCCO.16.ANY EXTERIOR WALL OF A HOME VISIBLE FROM THE PUBLIC STREET SHALL CONTAIN AT LEAST TWODECORATIVE ELEMENTS SUCH AS, BUT NOT LIMITED TO, THE FOLLOWING ELEMENTS:•WINDOWS•BAY WINDOW•RECESSED WINDOW•DECORATIVE WINDOW•WRAP AROUND PORCH OR SIDE PORCH•TWO OR MORE BUILDING MATERIALS•DECORATIVE BRICK OR STONE•DECORATIVE TRIM•DECORATIVE SHAKE•DECORATIVE AIR VENTS ON GABLE•DECORATIVE GABLE•DECORATIVE CORNICE•COLUMN•PORTICO•BALCONY•DORMER17.A VARIED COLOR PALETTE SHALL BE UTILIZED ON HOMES THROUGHOUT THE SUBDIVISION TO INCLUDE AMINIMUM OF THREE COLOR FAMILIES FOR SIDING AND SHALL INCLUDE VARIED TRIM, SHUTTER, AND ACCENTCOLORS COMPLEMENTING THE SIDING COLOR.18.ALL ELEVATIONS OF THE UNITS THAT CAN BE SEEN FROM THE RIGHT-OF-WAY SHALL HAVE TRIM AROUND THEWINDOWS.19.THE ARCHITECTURAL AND REVIEW GUIDELINES FOR THE COMMUNITY SHALL INCLUDE THE FOLLOWINGLANGUAGE REGARDING PARKING:•HOMEOWNERS ARE EXPECTED TO PARK VEHICLES IN THEIR GARAGE OR DRIVEWAY, NOT ON THE STREET.•STREET PARKING IS ONLY FOR SHORT-TERM SITUATIONS (E.G. GUEST PARKING OVERFLOW ORMAINTENANCE VEHICLES), SHOULD ALLOW FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC, AND NOTBLOCK OR HINDER A NEIGHBOR'S ACCESS TO THEIR DRIVEWAY.•STREET PARKING WITHIN 25' OF A STOP SIGN OR WITHIN 15' OF A FIRE HYDRANT IS PROHIBITED.•PARKING OF COMMERCIAL VEHICLES OR VEHICLES IN DISREPAIR IS NOT PERMITTED EXCEPT WITHIN ANENCLOSED GARAGE.•PARKING IS PROHIBITED ON THE GRASS OR THE MEDIANS.•GARAGE DOORS SHOULD BE KEPT IN THE CLOSED POSITION UNLESS THEY ARE IN USE.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949CALCULATIONSC-22STORM DRAINAGE CALCULATIONSSTRUCTURE NUMBERCcIAATcQQFROM TONO. OFBOXESRUNOFFCOEFFICIENT10-YEARINTENSITY(in/hr)DRAINAGEAREA(sf)DRAINAGEAREA(ac)TIME OFCONCENTRATION(min)FLOW(cfs)TOTALFLOW(cfs)SLOPE(ft/ft)Dtheo(in)SIZE(in)Vfull(ft/sec)PIPELENGTH(ft)*UPPERINVERT(ft)LOWERINVERT(ft)HOOD/TOPELEVATION(ft)PIPE MATERIALCB-1 CB-210.657.19 16500 0.385.01.771.77 0.0101 9.2155.724.78 371.00 370.75 375.30 CLASS IV RCPCB-2 CB-410.657.19 19900 0.465.02.143.91 0.0100 12.4155.775.32 370.75 370.00 375.25 CLASS IV RCPCB-3 CB-410.657.19 12300 0.285.01.321.32 0.0117 8.0156.238.55 370.45 370.00 374.30 CLASS IV RCPCB-4 CB-510.657.19 7700 0.185.00.836.05 0.0299 11.9159.875.33 370.00 367.75 374.00 CLASS IV RCPCB-5YI-620.657.19 30300 0.705.03.259.30 0.0243 14.51810.0 82.25 367.75 365.75 372.50 CLASS IV RCPYI-6JB-710.407.19 120000 2.755.07.92 17.22 0.0115 21.1248.387.28 365.50 364.50 370.00 CLASS III RCPJB-7YI-81------17.22 0.0216 18.72411.4 162.06 364.50 361.00 373.50 CLASS III RCPYI-8 CB-1010.407.19 11300 0.265.00.75 17.97 0.0164 20.02410.0 91.34 361.00 359.50 367.00 CLASS III RCPCB-9 CB-1010.657.19 149000.345.01.601.600.03467.01510.643.30 361.00 359.50 366.20CLASS III RCPCB-10 CB-1210.657.19 164000.385.01.7621.33 0.030019.12413.5 83.22 359.50 357.00 365.25CLASS III RCPCB-11 CB-1210.657.19 158000.365.01.701.700.05636.61513.524.00358.35 357.00 363.40CLASS III RCPCB-12 CB-1510.657.19 56000.135.00.6023.620.010124.3309.199.00357.00 356.00 363.40CLASS IV RCPYI-13CB-1410.407.19 9700 0.225.00.640.64 0.0117 6.1156.221.29 356.00 355.75 362.50CLASS III RCPCB-14 CB-1910.657.19 8700 0.205.00.93 25.61 0.0101 25.1309.129.70 355.75 355.45 362.00CLASS III RCPCB-15 CB-1410.907.19 2800 0.065.00.42 24.04 0.0104 24.3309.224.00 356.00 355.75 362.00CLASS IV RCPCB-16 CB-1710.907.19 3400 0.085.00.510.51 0.05804.11513.7 25.88 372.50 371.00 377.60CLASS III RCPCB-17 CB-1810.907.19 18000.045.00.270.77 0.0771 4.61515.8 205.04 371.00 355.20 376.05CLASS III RCPCB-18 CB-2010.657.19 23200 0.535.02.49 30.07 0.0067 28.7307.429.70 355.20 355.00 363.75CLASS III RCPCB-19 CB-1810.657.19 11100 0.255.01.19 26.81 0.0104 25.4309.224.00 355.45 355.20 363.75CLASS III RCPCB-20 CB-2110.907.19 11000.035.00.16 30.23 0.025622.43014.5 117.29 355.00 352.00 361.30CLASS III RCPCB-21 CB-2210.657.19 5100 0.125.00.55 30.78 0.0208 23.53013.0 24.00 352.00 351.50 358.80CLASS III RCPCB-22JB-2310.907.19 3300 0.085.00.49 31.27 0.0803 18.33025.6 127.57 351.50 341.25 358.80CLASS III RCPJB-23FES-241------31.27 0.0103 26.9309.224.16 341.25 341.00 347.00CLASS III RCPCB-25 CB-2620.657.19 14700 0.345.01.581.58 0.0102 8.8155.724.58 353.25 353.00 358.30CLASS III RCPCB-26 CB-3010.657.19 14500 0.335.01.563.13 0.0141 10.7156.8 142.25 353.00 351.00 358.25CLASS III RCPYI-27JB-2810.407.19 23600 0.545.01.561.56 0.0160 8.0157.262.33 353.50 352.50 356.50CLASS IV RCPJB-28CB-291------1.56 0.0107 8.7155.9 121.03 352.50 351.20 358.00CLASS III RCPCB-29 CB-3010.657.19 20400 0.475.02.193.75 0.0083 12.6155.224.02 351.20 351.00 356.05CLASS III RCPCB-30 CB-3210.657.19 14100 0.325.01.518.39 0.0312 13.41510.1 136.42 351.00 346.75 356.05CLASS III RCPCB-31 CB-3210.657.19 23700 0.545.02.542.54 0.0090 10.8155.427.77347.00 346.75 352.00CLASS III RCPCB-32 CB-3410.657.19 15200 0.355.01.63 12.57 0.046214.41512.2194.71 346.75 337.75 352.55CLASS III RCPCB-33 CB-3410.607.19 26400 0.615.02.612.61 0.0279 8.8159.526.91 338.50 337.75 343.35CLASS III RCPCB-34 CB-3610.657.19 23900 0.555.02.5617.740.0507 16.11814.5 153.00 337.75 330.00 342.70CLASS IV RCPCB-35 CB-3620.607.19 25700 0.595.02.552.55 0.0208 9.2158.224.06 330.50 330.00 335.70CLASS III RCPCB-36 CB-3820.657.19 17800 0.415.01.91 22.20 0.0271 19.82412.8 55.43 330.00 328.50 335.65CLASS III RCPCB-37 CB-3810.657.19 6000 0.145.00.640.64 0.0335 5.01510.4 29.84 329.50 328.50 334.75CLASS III RCPCB-38 YI-4110.907.19 6100 0.145.00.91 24.84 0.0763 17.03025.0 32.78 328.50 326.00 334.45CLASS III RCPCB-39 CB-4010.407.19 13400 0.315.00.880.88 0.01047.1155.824.01 329.50 329.25 333.90CLASS III RCPCB-40 CB-3810.907.19 14000.035.00.211.09 0.01437.2156.852.61 329.25 328.50 333.90CLASS III RCPYI-41JB-4210.657.19 16000.045.00.17 25.01 0.0377 19.43017.6 79.60 326.00 323.00 334.00CLASS III RCPJB-42FES-431------25.01 0.0115 24.3309.787.29 323.00 322.00 328.00CLASS III RCPCB-45 CB-4610.657.19 15600 0.365.01.671.67 0.0133 8.6156.660.26 370.00 369.20 375.00CLASS III RCPFES-47 CB-4610.657.19 23700 0.545.02.542.54 0.0188 9.4157.895.71 371.00 369.20-CLASS IV RCPCB-46 FES-4810.657.19 16300 0.375.01.755.97 0.0054 16.3184.736.76 369.20 369.00 373.50CLASS IV RCP*LENGTHS ARE OF THE PIPE ONLY, CENTER OF STRUCTURE TO CENTER OF STRUCTURE, AND DO NOT INCLUDE FLARED END SECTIONS OR OTHER END TREATMENTSWALE DESIGNSWALENUMBERRUNOFFCOEFFICIENT10-YEARRAINFALLINTENSITY(in/hr)DRAINAGEAREA(sf)DRAINAGEAREA(acres)QTOTAL*(cfs)UPPERINVERTLOWERINVERTLENGTH(ft)CHANNELSECTIONBOTTOMWIDTH(ft)LEFT SIDESLOPE, Z:1(ft)RIGHT SIDESLOPE, Z:1(ft)CHANNELDEPTH(ft)CHANNELSLOPE(ft/ft)NORMALDEPTH(ft)FREEBOARD(ft)SHEARSTRESS(lb/ft2)VELOCITY(fps)MANNING'Sn VALUETEMPORARYLINER**PERMANENTLINER**10.407.1914,3000.3332.21 342.00 339.00 90.00TRAPEZOIDAL2.002.002.002.00 0.0331.110.892.316.88 0.030NAG SC250 NAG SC250*TAKES DISCHARGE FROM FES-24**APPROVED EQUALS ACCEPTEDBOUYANCY CALCULATIONSSTORMWATER WETLANDSTRUCTURE DIMENSIONSTOP OF OUTLET STRUCTURE = 324.00ftBOTTOM =320.50ftHEIGHT OF RISER =3.50ftASSUME 6" WALL THICKNESSWEIGHT CALCULATIONSVbase = 0' x 0' x 0' =0.00 cfWbase = 0 cf x 150 lb/cf =0.00 lbsVsump =4' x 4' x 2' =50.00 cfWsump =50 cf x 150 lb/cf =7500.00 lbsWstruc =[(5 x 5 x 3.5)-(4 x 4 x 3)] x 150 lb/cf =5925.00 lbsTOTAL WEIGHT =13425.00 lbsBOUYANCY CALCULATIONSBbase = 0 cf x 62.4 lb/cf =0.00 lbsBstruc =(5 x 5 x 3.5) x 62.4 lb/cf5460.00 lbsTOTAL BOUYANCY =5460.00 lbsFACTOR OF SAFETY =2.46
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949CALCULATIONSC-33SPREAD CALCULATIONSCATCH BASINSDRAINAGEAREA(sf)DRAINAGEAREA(ac)TcTIME OFCONCENTRATION(min)2-YEARINTENSITY(in/hr)CcRUNOFFCOEFFICIENTQFLOW(cfs)QBYPASSFROMUPSTREAM(cfs)QTOTAL(cfs)QBYPASS(cfs)SSLOPE OFROAD(ft/ft)TSPREAD FROMHYDRAFLOW(ft)CB #UPSTREAMCB#DOWNSTREAMCB#1N/A316500.00 0.385.05.630.651.386 0.000 1.386 0.350 0.01257.192N/A419900.00 0.465.05.630.651.672 0.000 1.672 0.570 0.01257.7631512300.00 0.285.05.630.651.033 0.350 1.383 0.350 0.01257.194257700.00 0.185.05.630.650.647 0.570 1.217 0.280 0.01256.815 (DOUBLE)3,4N/A30300.00 0.705.05.630.652.546 0.630 3.176 0.000N/A10.679N/A1114900.00 0.345.05.630.651.252 0.000 1.252 0.230 0.03825.3810N/A1216400.00 0.385.05.630.651.378 0.000 1.378 0.280 0.03825.621191415800.00 0.365.05.630.651.327 0.230 1.557 0.350 0.03825.951210155600.00 0.135.05.630.650.470 0.280 0.750 0.070 0.03824.241411258700.00 0.205.05.630.650.731 0.350 1.081 0.240 0.01006.761512252800.00 0.065.05.630.900.326 0.070 0.396 0.030 0.01004.3317N/A181800.00 0.045.05.630.900.209 0.000 0.209 0.000 0.06151.8118172023200.00 0.535.05.630.651.949 0.000 1.949 0.450 0.06155.9019N/A2511100.00 0.255.05.630.650.933 0.000 0.933 0.090 0.06154.192018211100.00 0.035.05.630.900.128 0.450 0.578 0.050 0.02164.292120N/A5100.00 0.125.05.630.650.428 0.050 0.478 0.030 0.02163.9022N/AN/A3300.00 0.085.05.630.900.384 0.000 0.384 0.010 0.02163.4825 (DOUBLE)14,15,192914700.00 0.345.05.630.651.235 0.360 1.595 0.230 0.01507.3326N/A3014500.00 0.335.05.630.651.218 0.000 1.218 0.280 0.01506.5229253120400.00 0.475.05.630.651.714 0.230 1.944 0.610 0.01507.9530263214100.00 0.325.05.630.651.185 0.280 1.465 0.390 0.01507.0531293323700.00 0.545.05.630.651.991 0.610 2.601 0.780 0.05206.9532303415200.00 0.355.05.630.651.277 0.390 1.667 0.360 0.05205.7133313526400.00 0.615.05.630.602.047 0.780 2.827 0.900 0.05207.1934323623900.00 0.555.05.630.652.008 0.360 2.368 0.670 0.05206.6735 (DOUBLE)353725700.00 0.595.05.630.601.993 0.900 2.893 0.690 0.05207.2436 (DOUBLE)343917800.00 0.415.05.630.651.495 0.670 2.165 0.410 0.05206.433735396000.00 0.145.05.630.650.504 0.690 1.194 0.280 0.01007.053836406100.00 0.145.05.630.900.710 0.410 1.120 0.260 0.01006.863937N/A13400.00 0.315.05.630.400.6930.2800.9730.190 0.01006.484038N/A1400.000.035.05.630.900.1630.2600.423 0.0300.01004.4345N/AN/A15600.000.365.05.630.651.3110.0001.3110.270 0.02805.9046N/AN/A16300.00 0.375.05.630.651.369 0.000 1.369 0.300 0.02806.00SKIMMER SEDIMENT BASIN DESIGN CALCULATIONSSKIMMER SEDIMENT BASIN DESIGNSKIMMER SEDIMENT BASIN EFFICIENCYSKIMMER**BASINNUMBERBASIN TYPEDRAINAGEAREA(ac)DISTURBEDAREA(ac)REQUIREDVOLUME1800 CF/AC(cf)DEPTH*(ft)WIDTH(ft)LENGTH(ft)VOLUMEPROVIDED(cf)WEIGHTEDRUNOFFCOEFFICIENT10-YEARRAINFALLINTENSITY(in/hr)FLOW Q(cfs)REQUIREDSURFACEAREA 325SF/CFS(sf)AREAPROVIDED(sf)SIZE(in)ORIFICERADIUS(in)ORIFICEDIAMETER(in)SK-1***PERMANENTRISER BASIN14.7711.83 212942.5--370200.507.19 53.10 17257 178884.01.63.1*DEPTH FROM BOTTOM TO EMERGENCY SPILLWAY**SKIMMER SIZED PER SIZING CALCULATOR AT WWW.FAIRCLOTHSKIMMER.COM AT A DRAWDOWN RATE OF 72 HOURS***SK-1 VOLUME AND SURFACE AREA PER HYDROCAD MODEL DUE TO IRREGULAR SHAPE TEMPORARY DIVERSION DITCH DESIGNDITCHNUMBERRUNOFFCOEFFICIENT10-YEARRAINFALLINTENSITY(in/hr)DRAINAGEAREA(acres)Q(cfs)LENGTH(ft)CHANNELSECTIONBOTTOMWIDTH(ft)LEFT SIDESLOPE, Z:1(ft)RIGHT SIDESLOPE, Z:1(ft)CHANNELDEPTH(ft)CHANNELSLOPE(ft/ft)NORMALDEPTH(ft)FREEBOARD(ft)SHEARSTRESS(lb/ft2)VELOCITY(fps)MANNING'Sn VALUETEMPORARYLINERTD-10.507.222.157.76 150.00TRIANGULAR-2.002.002.00 0.007 0.851.150.372.65 0.033STRAW WITHNET
N 04°49'01" E 231.79'S 35°01'41" W359.59'S 59°31'18" E107.30'S 59°45'07" E515.20'S 59°43'34" EN 89°24'22" E389.99'515.24'C-1 14.44'129.05'62.66'173.53'10.31'L-157.10'62.20'61.88'69.99'70.02'53.98'45.76'61.54'70.13'69.93'280.11'95.03'140.07'N 18°17'27" W157.56'L-8L-9L-10L-12L-13L-1413"13"13"22"21"21"25"22"20.5"20.5"52"21.5"28"38"24"21.5"13"22"25"20"20.5"30.5"21"24"27"22"12.5"21"38"21.5"21"22.5"22.5"20"31"22.5"22"22"10"(6)23"63"39"24"24.5"30"32"21.5"24"20"30"32"23"30"28"28"23"23"26"25.5"16"21"21.5"23"20.5"20"24"29"23"43"29"44"20.5"25"29"34.5"20"20.5"21"26"22"23"21"21"22"20.5"20.5"31"22"21.5"23"28.5"27.5"23"36.5"34.5"22"28"36.5"23.5"49"43"24"23"21"22"26"22"54"22"24"29.5"29"26"20"23"21"22"26"22"23.5"22"24"20"25"22"20.5"24"23"21"22.5"23"23"22"22"21.5"22"28"29"24"27.5"23"21.5"21"22"32"20"20"21"22"21"26"22"21"36"24"22"22"43"22"21"26"23"22"24.5"21"20.5"N 49°22'50" W234.20'L-2L-3L-4L-5L-6L-7L-11THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949EXISTING CONDITIONSC-44SOIL TYPESCeB - CECIL SANDY LOAM, 2 TO 6 PERCENT SLOPESCeC - CECIL SANDY LOAM, 6 TO 10 PERCENT SLOPESCfC - CECIL-URBAN LAND COMPLEX, 2 TO 10 PERCENT SLOPESPaD - PACOLET SANDY LOAM, 10 TO 15 PERCENT SLOPESPbD - PACOLET-URBAN LAND COMPLEX, 10 TO 15 PERCENT SLOPES0606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. OVERHEAD ELECTRIC LINEEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. FENCEEX. ROAD CENTERLINEEX. STORM SEWEREX. TREE LINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360NOTES1. BOUNDARY, EXISTING FEATURE, TREE, AND TOPOGRAPHIC SURVEYDATA PROVIDED BY CAWTHORNE, MOSS & PANCIERA, PC.2. WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINAECOSYSTEMS, INC. AND LOCATED BY CAWTHORNE, MOSS & PANCIERA,PC.3. THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA FIRM PANELNO. 3720184200K, EFFECTIVE APRIL 16, 2013.4. TREE LINES SHOWN PER AERIAL IMAGE INTERPRETATION.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.EX. FENCE; TO BEREMOVED (TYP.)EX. POWERPOLE; TO BEREMOVED (TYP.)EX. OVERHEADELECTRIC LINE (TYP.)STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)APPROXIMATE LOCATION OFEX. 12" WATER MAINCHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WEX. DWELLINGN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194ZONING: CU GR5N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971ZONING: RDN/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502ZONING: RDEX. WATER VALVETIE TO THEINTERSECTION OFWALL ROAD &CHAMBERWELL AVENUEN/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884ZONING: CU GR5EX. BARN(TO BEREMOVED)EX. BUILDING;TO BE REMOVEDEX. 8' ACCESSPATH (TO BEREMOVED)EX. CONCRETEACCESS DRIVE134133132131130129128127126125124123122121120119118117116115114113112EX. GRAVELACCESS DRIVEEX. FENCE CROSSESPROPERTY LINEEX. FENCE CROSSESPROPERTY LINEEX. FENCE CROSSESPROPERTY LINEEX. HYDRANT30.0'SANITARY SEWERACCESS EASEMENTREF: B.M. 1986 PG 1710(TO BE ABANDONED)20.0'PUBLIC DRAINAGE EASEMENTREF: B.M. 2006 PG 1884EX. WATER LINE PINE POPLAR OAK RED OAK WHITE OAK BEECH HICKORY SWEET GUM CEDAREX. APPROX.27' EOP-EOPCeCPaDCeBCfCPbDLINE TABLELINE BEARING DISTANCEL-1 S 60°07'30" E 15.98'L-2 N 78°50'45" W 22.25'L-3 N 81°43'21" W 161.02'L-4 N 55°38'20" W 26.82'L-5 N 81°11'16" W 78.65'L-6 N 66°32'23" W 120.68'L-7 N 31°32'21" W 36.58'L-8 N 88°59'20" W 194.18'L-9 S 89°53'07" W 77.31'L-10 N 89°14'20" W 110.37'L-11 N 87°31'12" W 45.40'L-12 N 86°08'01" W 93.87'L-13 N 64°16'21" W 80.37'L-14 N 85°10'59" W 37.89'CURVE TABLECURVE ARC LENGTH RADIUS CHORD LENGTHCHORD BEARINGC-1 280.08' 1953.56' 279.84' N 00°42'35" E
60PARK SPACE 18818.53 SQ FT0.20 ACRESPARK SPACE 220135.23 SQ FT0.46 ACRESPARK SPACE 55174.16 SQ FT0.12 ACRESPARK SPACE 36742.71 SQ FT0.15 ACRESPARK SPACE 47837.84 SQ FT0.18 ACRES43PARK SPACE 66866.92 SQ FT0.16 ACRES10484950PARK SPACE 76659.15 SQ FT0.15 ACRES1234567891112131455545352514746454460595857561516181722211920412326272931333537392425283032343638404268 .8 8 '
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'44.99'40.50'122.72'121.48'40.5 2'40.50'121.06'40.50 '40.5 0 '121.48'40.50'40.50'122.72'38.44'2.04'124.84'4 0.55'4 0 .8 3 '175.30'74.02'40.5 2'69.35'42.62'167.77'45.68'116.76'115.15'154.61'29.44'30.48'40.02'22.50'17.96'40.54'12.93'129.50'129.50'40.50'40.50'40.50'40.50'40.50'129.50'129.50'40.50'40.50'40.50'
40.50'129.50'129.74'135.01'30.15'10.35'29.44'11.44'116.61'41.14'
37.04'3.60'41.50'139.00'125.57'9.89'23.62'16.88'129.50'219.83'170.76'40.
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144.08'39.87'41.13'39.59'131.0
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'50.21'120.00'67.20'33.36'67.20'50.21'5.92'120.00'33.36'26.51'30.92'26.75'19.80'120.58'51.00'51.00'121.26'38.00'39
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97.10'63.01'0.52'4.17'97.78'39.66'37.50'124.20'33.36'29.65'47.69'51.00'125.83'3.34'51.01'51.01'126.73'127.64'51.00'51.00'THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SITE PLANC-550606030SCALE: 1 INCH = 60 FEETNEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERNOTES1. ALL ROADWAYS TO BE CONSTRUCTED IN ACCORDANCE WITHTOWN OF WAKE FOREST STANDARDS AND SPECIFICATIONS.2. ALL ROAD SECTIONS ARE 51' R/W, 27' B-B, AND 22' PAVEMENTWIDTH PER DETAIL SHEET C-26.3.4. LOTS 1 - 42 ARE ATTACHED DWELLINGS. LOTS 43 - 60 AREDETACHED DWELLINGS.5. ALL LOTS SHALL HAVE CITY OF RALEIGH WATER AND SEWERSERVICES.6. ALL ROADWAY DIMENSIONS ARE TO FRONT OF CURB UNLESSOTHERWISE NOTED.7. ANY PROPOSED RETAINING WALLS SHALL BE DESIGNED BYOTHERS AND SHALL REQUIRE A SEPARATE BUILDING PERMITFROM THE TOWN OF WAKE FOREST.8. NOTE TO BUILDERS: DRIVEWAYS SHALL NOT CONFLICT WITHHANDICAP RAMPS OR CURB INLETS. NO PROVISIONS FORCHANGES IN THE FIELD SHALL BE MADE.STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194ZONING: CU GR5N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971ZONING: RDN/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502ZONING: RDN/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884ZONING: CU GR5EX. CONCRETEACCESS DRIVE13413313213113012912812712612512412312212112011911811711611511411311220.0'PUBLIC DRAINAGE EASEMENTREF: B.M. 2006 PG 1884PROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. 15' TYPE B OPTION 2BUFFER YARDPROP. STORMWATERCONTROL MEASUREWITHIN VARIABLEWIDTH MAINTENANCE& ACCESS ESMT.PROP. 20' TYPE B STREETYARD BUFFERPROP. 5' RIGHT-OF-WAYDEDICATIONFOR 110' RIGHT-OF-WAYSECTIONPROP. TEMPORARY TURN-AROUNDAT DEAD-END STREET(ACCEPTABLE ALTERNATIVE TO120' HAMMERHEAD PER FIGURED103.1 OF NC FIRE CODE)PROP. OPEN SPACEPROP. PARK SPACEPROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.SANCTUARY OAKS LNLACALA CT
MICATO WAY
PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.PROP. MEDIAN ISLAND FORPRESERVATION OF 52"WHITE OAK; TRAFFIC SHALLBE FREE FLOW AROUNDTHE ISLAND WITH A STOPCONDITION ON LACALA CTPROP. 15' TYPE BOPTION 2BUFFER YARDPROP. 10' X 70' SIGHTTRIANGLE (TYP.)LOT NO.AREA (SQ.FT.)AREA (AC)LOT NO.AREA (SQ.FT.)AREA (AC)LOT NO.AREA (SQ.FT.)AREA (AC)14942 0.11217405 0.17414840 0.1124909 0.11227226 0.17424840 0.113 4909 0.11 23 4859 0.11 43 7560 0.1744942 0.11244860 0.11446120 0.145 5008 0.11 25 4860 0.11 45 6120 0.146 5956 0.14 26 5400 0.12 46 6120 0.1475607 0.13276766 0.16476120 0.14847720.11 28 6655 0.15 48 6119 0.149 5662 0.13 29 6591 0.15 49 6115 0.1410 6228 0.14 30 5510 0.13 50 6221 0.14115245 0.12 31 5793 0.13 51 7044 0.16125245 0.12 32 4841 0.11 52 7045 0.1613 5245 0.12 33 4840 0.11 53 7045 0.16145245 0.12 34 4840 0.11 54 6491 0.1515 5245 0.12 35 4840 0.11 55 6167 0.1416 5246 0.12 36 4840 0.11 56 7532 0.17175341 0.12 37 4840 0.11 57 7633 0.1818 5614 0.13 38 4840 0.11 58 6377 0.1519 5751 0.13 39 4840 0.11 59 6440 0.1520 5241 0.12 40 4840 0.11 60 6486 0.15SUMMARY INFORMATIONDEVELOPMENT NAME: SOULE PROPERTY SUBDIVISIONSITE ADDRESS: WALL ROAD, WAKE FOREST, NCPIN NUMBER(S): 1842-41-7677TOTAL ACREAGE: 14.60 ACEXISTING USE: VACANTPROPOSED USE: RESIDENTIAL SUBDIVISIONJURISDICTION: TOWN OF WAKE FORESTZONING DISTRICT: GR10 CD (RZ-18-14)PROPOSED UNITS: 60 (42 ATTACHED UNITS, 18 DETACHED UNITS)GR10 MAX DENSITY: 10 UNITS/ACREPROPOSED DENSITY: 4.11 UNITS/ACREPROPOSED MIN. DETACHED UNIT (SINGLE-FAMILY) LOT AREA: 6,000 SQ FTPROPOSED MIN. DETACHED UNIT (SINGLE-FAMILY) LOT WIDTH: 50'PROPOSED DETACHED UNIT (SINGLE-FAMILY) SETBACKS:FRONT: 20'SIDE STREET: 20'SIDE: 8'REAR: 25'PROPOSED MIN. ATTACHED UNIT LOT AREA: 4,800 SQ FTPROPOSED MIN. ATTACHED UNIT LOT WIDTH: 40'PROPOSED ATTACHED UNIT SETBACKS:FRONT: 20'SIDE STREET: 20'SIDE: 6' (NON-ATTACHED SIDE)REAR: 25'GR10 REQUIRED DEDICATED OPEN AND PARK SPACE: 1.83 AC (12.5%)PROPOSED DEDICATED OPEN AND PARK SPACE: 2.85 AC (19.5%)GR10 REQUIRED PARK SPACE: 0.365 AC (2.5%)PROPOSED PARK SPACE: 1.43 AC (9.8%)GR10 REQUIRED OPEN SPACE: 1.46 AC (10%)PROPOSED OPEN SPACE: 1.42 AC (9.7%)ENGINEER:FLM ENGINEERING, INC.PO BOX 91727RALEIGH, NC 27675919.610.1051R39.5'R29.5'R73.0'R50.0'R52.5'R1.5'R73.0'R36.5'R85.5'R85.5'R25.0'R25.0'R19.5'R36.5'R36.5'R37.5'R50.0'R36.5'R37.5'R50.0'R25.0'R25.0'R25.0'(TYP.)R19.5'(TYP.)R26.0'R25.0'PROP. 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.SEE MAIL KIOSKINSET, THIS SHEETMAIL KIOSK INSETSCALE: 1" = 30'PARKING SLOPESUP TO SIDEWALKFOR FLUSHTRANSITION ANDNO ADA RAMPPROP. ADAPARKING ANDVANACCESSIBLESIGNAGE(R7-8 & R7-8A)PROP.CONCRETE PAD(6' SIDEWALKAND 5' MAILKIOSK PAD)PROP. 24" STANDARDCURB & GUTTER9'8'8'18'23'23'R28' (TYP.)20'PROP. STANDARDCURB RAMP (TYP.)PROP. 20' PRIVATEDRAINAGE ESMT.PROP. WHEELSTOP (TYP.)PROP.MONUMENTSIGNNPROP. 3' CORUTILITY ESMT.(TYP.)16'PROP. RETAININGWALLS (BYOTHERS)PROP. 8" MEDIANCURBPROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
431048495012345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949UTILITY PLANC-660606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERSTATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)APPROXIMATE LOCATION OFEX. 12" WATER MAINCHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884EX. CONCRETEACCESS DRIVE134133130129126125124123122121120119118117116113112EX. HYDRANT30.0'SANITARY SEWERACCESS EASEMENTREF: B.M. 1986 PG 1710(TO BE ABANDONED)EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESNOTES1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCEWITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.2. CONSTRUCTION APPROVAL THROUGH THE CITY OF RALEIGH IS REQUIRED FORWATER AND SANITARY SEWER MAIN EXTENSIONS.3. ALL SANITARY SEWER MAINS ARE 8" SDR35 PVC.4. ON-SITE SANITARY SEWER EASEMENTS SHALL BE DEDICATED AS NECESSARYSO THAT THE COMBINATION OF RIGHT-OF-WAY AND AND EASEMENT EQUALS 15'ON EACH SIDE OF THE SANITARY SEWER MAIN.5. OFF-SITE SANITARY SEWER EASEMENTS MUST BE RECORDED PRIOR TOCONSTRUCTION APPROVAL.6. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OFALL UTILITIES WITHIN THE PROJECT EXTENT.7. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL-CENTER ATLEAST 48 HOURS PRIOR TO BEGINNING WORK.8. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIESPRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUNDEXISTING UTILITIES.9. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OFANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.PROP. SANITARY SEWERPROP. STORM SEWERPROP. WATER LINEPROP.STORMWATERCONTROLMEASURESANCTUARY OAKS LNLACALA CT
MICATO WAY PROP. SANITARY SEWERMANHOLE (TYP.)MATCHLINE THIS SHEETN/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971PROP. 30' SEWER ESMT.EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)EX. WETLAND (TYP.)EX. DUAL SANITARYSEWER MAINSEX. SEWER ESMTS.N/FTOWN OF WAKEFORESTD.B. 9825 PG 4361842-60-1883EX. SANITARY SEWERPROP. 6" GATE VALVE & BOXPROP. TEMP. BLOW-OFF ASS'YPROP. 20' PRIVATEDRAINAGE ESMT.PROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 8" x 6" MJ TEEPROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 8" x 6" MJ TEEPROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 8" x 6" MJ TEEPROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 6" MJ 45° BENDPROP. 6" CL350 DUCTILE IRONWATER LINEPROP. 6" CL350 DUCTILEIRON WATER LINE(2) PROP. 8" MJ 45° BENDPROP. 8" x 8" MJ TEE(3) PROP. 8" MJ GATE VALVES & BOXESPROP. 8" x 6" MJ REDUCER(2) PROP. 8" MJ 45° BENDSPROP. 8" x 6" MJ TEEPROP. 6" MJ GATE VALVE & BOXPROP. HYDRANT ASS'YPROP. 8" x 8" MJ CROSS(4) PROP. 8" MJ GATE VALVES & BOXES(2) PROP. 8" x 6" MJ REDUCERSPROP. 6" CL350DUCTILE IRONWATER LINEPROP. 8" CL350DUCTILE IRONWATER LINEPROP. 8" CL350DUCTILE IRONWATER LINEPROP. 8" CL350DUCTILE IRONWATER LINEPROP. 8" GATE VALVE & BOXPROP. TEMP. BLOW-OFF ASS'YPROP. 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.EX. SANITARY SEWERMANHOLE; TO BEREPLACED WITH 6' DIA.MANHOLEMH-1MH-2MH-3MH-4MH-5MH-6MH-7MH-8MH-9MH-10MH-11MH-12MH-13PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 5/8" WATERSERVICE METER (TYP.)PROP. 4" SEWER SERVICECLEAN-OUT (TYP.)PROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.MATCHLINE THIS SHEET 100-YEAR FLOODPLAIN100-YEAR FLOODWAYAPPROX. 26 LF CROSSING UNDERROAD VIA BORE & JACK; STEELCASING PIPE TO EXTEND BEYONDEDGE OF PAVEMENTPROP. 8" X 12" MJ 304 STAINLESS STEELFULL CIRCUMFERENCE TAPPING SLEEVE& VALVE (FRONT-SIDE TAP IS SHOWN BUTIS SUBJECT TO CHANGE BASED ON FIELDCONDITIONS AND ACTUAL LOCATION OFEX. WATER LINE)APPROXIMATE LOCATION OFEX. 12" WATER MAINWALL RD WATER LINE CONNECTION INSETSCALE: 1" = 20'SEE INSET,THIS SHEETCITY OF RALEIGH UTILITY NOTES1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE INACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS,DETAILS & SPECIFICATIONS (REFERENCE: CORPUDHANDBOOK, CURRENT EDITION)2. UTILITY SEPARATION REQUIREMENTS:a. A DISTANCE OF 100’ SHALL BE MAINTAINED BETWEENSANITARY SEWER & ANY PRIVATE OR PUBLIC WATERSUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIRUSED AS A SOURCE OF DRINKING WATER. IF ADEQUATELATERAL SEPARATION CANNOT BE ACHIEVED, FERROUSSANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLEDTO WATERLINE SPECIFICATIONS. HOWEVER, THEMINIMUM SEPARATION SHALL NOT BE LESS THAN 25’FROM A PRIVATE WELL OR 50’ FROM A PUBLIC WELL.b. WHEN INSTALLING WATER &/OR SEWER MAINS, THEHORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE10’. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TOEXISTING CONDITIONS, THE VARIATION ALLOWED IS THEWATER MAIN IN A SEPARATE TRENCH WITH THEELEVATION OF THE WATER MAIN AT LEAST 18” ABOVE THETOP OF THE SEWER & MUST BE APPROVED BY THEPUBLIC UTILITIES DIRECTOR. ALL DISTANCES AREMEASURED FROM OUTSIDE DIAMETER TO OUTSIDEDIAMETER.c. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPERSEPARATION, OR ANYTIME A SANITARY SEWER PASSESOVER A WATERMAIN, DIP MATERIALS OR STEELENCASEMENT EXTENDED 10’ ON EACH SIDE OF CROSSINGMUST BE SPECIFIED & INSTALLED TO WATERLINESPECIFICATIONS.d. 5.0’ MINIMUM HORIZONTAL SEPARATION IS REQUIREDBETWEEN ALL SANITARY SEWER & STORM SEWERFACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FORSANITARY SEWER .e. MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALLWATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN24” MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER& RCP STORM DRAIN CROSSINGS. WHERE ADEQUATESEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIPMATERIALS & A CONCRETE CRADLE HAVING 6” MIN.CLEARANCE (PER CORPUD DETAILS W-41 & S-49)f. ALL OTHER UNDERGROUND UTILITIES SHALL CROSSWATER & SEWER FACILITIES WITH 18” MIN. VERTICALSEPARATION REQUIRED.3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW& APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TOCONSTRUCTION.4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER &SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSESTHROUGHOUT CONSTRUCTION OF PROJECT. ANYNECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDEDBY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT.5. 3.0’ MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &SEWER FORCEMAINS. 4.0’ MINIMUM COVER IS REQUIRED ONALL REUSE MAINS.6. IT IS THE DEVELOPER’S RESPONSIBILITY TO ABANDON ORREMOVE EXISTING WATER & SEWER SERVICES NOT BEINGUSED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISEDIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN &REMOVAL OF SERVICE FROM ROW OR EASEMENT PERCORPUD HANDBOOK PROCEDURE.7. INSTALL COPPER WATER SERVICES WITH METERS LOCATEDAT ROW OR WITHIN A 2’X2’ WATERLINE EASEMENTIMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT’SRESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICEFOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW &PRESSURE.8. INSTALL PVC SEWER SERVICES @ 1.0% MINIMUM GRADEWITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE &SPACED EVERY 75 LINEAR FEET MAXIMUM.9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALLWATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVESARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVINGBUILDING DRAINS LOWER THAN 1.0’ ABOVE THE NEXTUPSTREAM MANHOLE.10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECTMUST BE OBTAINED FROM NCDWR, USACE &/OR FEMA FORANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS(RESPECTIVELY) PRIOR TO CONSTRUCTION.11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS AREREQUIRED FOR ANY UTILITY WORK (INCLUDING MAINEXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROADROW PRIOR TO CONSTRUCTION.12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZINGCALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BEAPPROVED BY THE CORPUD FOG PROGRAM COORDINATORPRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT TIMBEASLEY AT [phone] OR [e-mail] MORE INFORMATION.13. CROSS-CONNECTION CONTROL PROTECTION DEVICES AREREQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVEDAS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLICWATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINESARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALLMEET AMERICAN SOCIETY OF SANITARY ENGINEERING(ASSE) STANDARDS OR BE ON THE UNIVERSITY OFSOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALLBE INSTALLED AND TESTED (BOTH INITIAL AND PERIODICTESTING THEREAFTER) IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS OR THE LOCALCROSS-CONNECTION CONTROL PROGRAM, WHICHEVER ISMORE STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR [e-mail] FOR MOREINFORMATIONPROP. 3' COR UTILITYESMT. (TYP.)ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.PUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OFTHE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIALAND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORMTO THE STANDARDS AND SPECIFICATIONS OF THE CITY’S PUBLIC UTILITIESHANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OFTHE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIALAND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORMTO THE STANDARDS AND SPECIFICATIONS OF THE CITY’S PUBLIC UTILITIESHANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE
431048495012345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949GRADING & DRAINAGE PLANC-770606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)APPROXIMATE LOCATION OFEX. 12" WATER MAINCHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884EX. CONCRETEACCESS DRIVE134133132131130129128127126125124123122121120119118117116115114EX. HYDRANTEX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERSANCTUARY OAKS LNLACALA CT
MICATO WAY
PROP. 20' PRIVATEDRAINAGE ESMT.GENERAL LOT GRADING NOTES1. SEE FFE TABLE THIS SHEET FOR LOT PAD ELEVATIONS. GRADESSHOWN REPRESENT BUILDING PAD FFES.2. PADS SHOULD GENERALLY BE APPROXIMATELY 1' HIGHER THANTHE HIGHEST FRONT LOT ELEVATION.3. CONSTRUCT DRAINAGE SWALES ON LOTS AS SHOWN BY THEGRADES AND TYPICAL DRAINAGE SWALE CROSS-SECTION.SWALES SHALL DAYLIGHT AT SIDEWALK AND SHALL NOT PONDWATER BEHIND SIDEWALK.4. PADS SHOULD BE BUILT UP TO DIRECT WATER TO SWALES FROMALL SIDES.4H:1V (TYP.)0.5'TYPICAL LOT DRAINAGE SWALECROSS-SECTIONNOT TO SCALESWALE TO BE VEGETATED WITHGRASS AND TEMPORARILY LINEDWITH JUTE NETDESIGNER'S CERTIFICATION"I HEREBY CERTIFY THAT, TO THE BEST OF MY ABILITY, THIS PLANHAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST TOWN OFWAKE FOREST STANDARDS AND SPECIFICATIONS FOR STORMWATERMANAGEMENT AND STORMWATER POLICY OF THE TOWN CODE OFTHE TOWN OF WAKE FOREST."SIGNATURE:___________________________________________________PRINTED NAME AND TITLE: JON D. FRAZIERDATE: REGISTRATION NUMBER: 033775OWNER'S/DEVELOPER'S CERTIFICATION"I/WE HEREBY CERTIFY THAT ALL SITE CONSTRUCTION, DRAINAGEAND GRADING WILL BE DONE PURSUANT TO THIS PLAN AND THATTHE APPLICABLE STORMWATER MANAGEMENT CONDITIONS ANDREQUIREMENTS OF THE TOWN OF WAKE FOREST, THE STATE OFNORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITSAGENCIES ARE HEREBY MADE PART OF THIS PLAN."SIGNATURE:___________________________________________________PRINTED NAME:_______________________________________________TITLE:____________________ DATE:_________________________GRADING AND DRAINAGE NOTES1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &PANCIERA, P.C.2. SEE SHEET C-2 & C-3 FOR STORMWATER DRAINAGECALCULATIONS.3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2H:1V.5. SCM SHALL BE PRIVATE AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.6. AAL STORMWATER INFRASTRUCTURE OUTSIDE OF THE PUBLICRIGHT-OF-WAY SHALL BE PRIVATELY MAINTAINED.PROP. 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.FES-47FES-48CB-45CB-46CB-1CB-2CB-3CB-4CB-5YI-6JB-7YI-8CB-10CB-9CB-11CB-12YI-13CB-14CB-15CB-19CB-18CB-16CB-17CB-20CB-21CB-22JB-23FES-24CB-25CB-26YI-27JB-28CB-29CB-30CB-31CB-32CB-33CB-34CB-35CB-36CB-39CB-40CB-37CB-38YI-41JB-42FES-43PROP. STORMWATERCONTROL MEASUREIN VARIABLE WIDTHMAINTENANCE &ACCESS ESMT.SWALE 1PROP. LIMIT OF DISTURBANCELOT NO.FFE (FT)IMPERVIOUSSURFACE AREA(SF)1 377.00 30062 377.00 30063 376.00 30064 376.00 30065 376.00 30066 376.00 31207 374.00 32528 374.00 30069 376.00 372410 376.00 372411 377.00 300612 377.00 300613 378.00 300614 378.00 300615 363.50 300616 364.50 300617 365.50 300618 366.50 320519 367.50 300620 368.50 300621 368.00 322422 367.00 300623 361.50 300624 360.50 300625 359.50 300626 358.50 300627 358.00 300628 358.00 300629 357.50 300630 356.50 300631 355.50 300632 354.50 300633 353.00 300634 351.00 300635 349.00 300636 347.00 300637 345.00 300638 343.00 300639 341.00 300640 339.00 300641 337.00 300642 336.00 300643 336.50 300644 338.50 300645 341.00 300646 343.50 300647 346.00 300648 349.00 300649 351.50 300650 354.00 300651 356.00 300652 357.00 300653 358.00 300654 359.00 300655 360.00 300656 361.50 300657 368.00 300658 371.00 300659 374.00 300660 377.00 3006PROP. RETAININGWALLS (BY OTHERS)PROP. 3' CORUTILITY ESMT.(TYP.)PROP. 8" MEDIANCURBPROP. COMBINEDSILT/TREEPROTECTIONFENCEPROP. SILT/TREE PROTECTION FENCEPROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
48495047464544THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949STORMWATER WETLANDDETAILSC-880202010SCALE: 1 INCH = 20 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. LIMIT OF DISTURBANCESTORMWATER WETLAND PLAN VIEWSCALE: 1" = 30'STORMWATER WETLAND CROSS-SECTIONNOT TO SCALEPPE ELEV 322.00'PROP. 2" SCHED 40 PVC W/90° TURNDOWNINV 322.00'2'-3' DEEP POOL2' - 3' DEEP POOL6" TO 9" SHALLOWWATERTOP OF BANKELEV. 326.00 'PROP. EMERGENCY SPILLWAYELEV. = 324.50';LINED WITH NAG SC250(OR APPROVED EQUAL)4' X 4' X 2'CONCRETE SUMP FES INV = 320.00'6'' #57 STONE BEDDINGINV OUT = 320.50'ANTI-SEEP COLLAR3:
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)10'3:1 (TYP.)PROP. 5' X 5' PRECASTCONCRETE RISER STRUCTURE4' X 4' GRATE ELEV. 324.00'1 - 6'' ORIFICE ELEV. 323.25'1 - 2'' ORIFICE ELEV. 322.00'24" INV OUT 320.50'48 LF 24'' RCP @ 1.04%4'INSIDE11115'(MIN) NOTES1. THE WETLAND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSTRUCTION SHALLBE SEQUENCED SO THAT VEGETATION CAN BE PLANTED AND THE WETLAND BROUGHT ONLINEWITHIN 14 DAYS. PLANTS MAY NEED TO BE WATERED DURING THIS TIME IF THE DEVICE IS NOTBROUGHT ONLINE THE SAME DAY. STABILIZATION MAY BE IN THE FORM OF FINAL VEGETATIONPLANTINGS OR A TEMPORARY MEANS UNTIL THE VEGETATION BECOMES ESTABLISHED. IF USINGA TEMPORARY MEANS, CONTRACTOR SHALL PROVIDE A WET HYDROSEED MIX. CONTRACTORSHALL SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYDROSEEDING.2. INLET AND OUTLET CHANNELS SHALL BE PROTECTED FROM SCOUR THAT MAY OCCUR DURINGPERIODS OF HIGH FLOW. STANDARD EROSION CONTROL MEASURES SHOULD BE USED.3. THE STORMWATER WETLAND SHOULD BE STAKED AT THE ONSET OF THE PLANTING SEASON.WATER DEPTHS IN THE WETLAND SHOULD BE MEASURED TO CONFIRM THE ORIGINAL PLANTINGZONES. AT THIS TIME, IT MAY BE NECESSARY TO MODIFY THE PLANTING PLAN TO REFLECTALTERED DEPTHS OR THE AVAILABILITY OF WETLAND PLANT STOCK. CONTRACTOR SHALLCOORDINATE PLANTINGS, PLANTING ZONES AND WATER DEPTHS WITH THE ENGINEER.SURVEYED PLANTING ZONES SHOULD BE MARKED ON AN “AS-BUILT” OR RECORD DESIGN PLANAND LOCATED IN THE FIELD USING STAKES OR FLAGS.4. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THEPLANTING DATE (WHICH SHOULD COINCIDE WITH THE DELIVERY DATE FOR THE WETLAND PLANTSTOCK) TO PRESERVE SOIL MOISTURE AND WORKABILITY.5. NURSERY STOCK SHALL BE TRANSPLANTED FROM LOCAL AQUATIC PLANT NURSERIES. THEOPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THEWETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDEDTO SURVIVE THE WINTER. HOWEVER, SOME SPECIES MAY BE PLANTED SUCCESSFULLY IN EARLYFALL. CONTRACTOR SHALL CONTACT NURSERY WELL IN ADVANCE OF CONSTRUCTION TOENSURE THAT THEY WILL HAVE THE DESIRED SPECIES AVAILABLE.6. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEENDELIVERY OF THE PLANTS AND THEIR SUBSEQUENT INSTALLATION BECAUSE THEY ARE PRONETO DESICCATION. STOCK SHOULD BE FREQUENTLY WATERED AND SHADED.7. SHWT TO BE EVALUATED PRIOR TO CONSTRUCTION. IF SHWT IS WITHIN 6" OF PPE ELEVATION, ACLAY LINER WILL NOT BE REQUIRED. OTHERWISE, INSTALLATION OF A 6" CLAY LINER WILL BEREQUIRED. CLAY LINER SHALL HAVE A MINIMUM 15% PASSING THE #200 SIEVE AND A MAXPERMEABILITY OF 1 X 10-5 CM/SEC. ACCEPTABLE ALTERNATIVES INCLUDE A 30 MIL POLY-LINEROR A BENTONITE LINER.8. GRADES SHOWN REPRESENT FINISH GRADE ELEVATIONS. TO ACHIEVE FINISH GRADEELEVATIONS, INSTALL 4" OF TOPSOIL.9. PROVIDE PLANTS PER TABLE ON THIS SHEET. DAM STRUCTURE AND PERIMETER FILL SLOPESSHALL BE PLANTED WITH NON-CLUMPING TURF GRASS. TREES AND WOODY SHRUBS NOTALLOWED.10. CATTAILS SHALL NOT BE PLANTED IN WETLAND.OUTLET STRUCTURE NOTES & SPECIFICATIONS1. RCP OUTLET SHALL BE CLASS III RCP MEETING REQUIREMENTS OF ASTM C76. THE PIPE JOINTSSHALL BE MORTAR OR FLEXIBLE PLASTIC TYPE JOINT.2. THE MANHOLE OUTLET RISER SHALL MEET ASTM C-913. THE MANHOLE JOINTS SHALL BE ASTMC-443 RUBBER GASKET JOINTS. MANHOLE JOINTS SHALL BE SECURELY ANCHORED TO PREVENTSEPARATION. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THE MANHOLE SECTIONANCHORING SYSTEM.3. WATERTIGHT SEAL SHALL BE PROVIDED AT RISER/BARREL INTERFACE. PERVIOUS MATERIALSUCH AS SAND, GRAVEL, OR CRUSHED STONE SHALL NOT BE USED AS BACKFILL AROUND THEPIPE OR ANTI-SEEP COLLAR. FILL MATERIAL AROUND THE RISER/BARREL STRUCTURE SHALL BEPLACED IN 4'' LAYERS AND COMPACTED TO THE SAME DENSITY AS THE ADJACENT EMBANKMENT.4. OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 1'-2'' ON CENTER. STEPS SHALL BE INACCORDANCE WITH NCDOT STD. 840.66.5. CONCRETE ANTI-FLOATATION BLOCK SHALL BE PRECAST DURING FABRICATION. IF THECONCRETE ANTI-FLOATATION BLOCK IS CAST SEPARATE FROM THE MANHOLE ASSEMBLY THECONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING THE ANTI-FLOATATION BLOCK TO THEMANHOLE RISER ASSEMBLY.6. ALL POURED CONCRETE SHALL BE A MINIMUM 3,000 PSI (28 DAY) UNLESS OTHERWISE NOTED.7. NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AROUND EACH JOINT OF THE RCP OUTLETBARREL IN 2' WIDE STRIPS CENTERED ON JOINT. FABRIC SHALL BE AMOCO STYLE 4553POLYPROPYLENE NON-WOVEN NEEDLE PUNCHED OR APPROVED EQUAL (NON-WOVEN FABRIC).BERM SPECIFICATIONS1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMEABLE MATERIAL AND COMPACTEDTO AT LEAST 98% STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MOISTURECONTENT. NO BLASTED MATERIALS SHALL BE USED IN THE EMBANKMENT CONSTRUCTION. SOILSSHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS. THE ON-SITEGEOTECHNICAL ENGINEER SHALL APPROVE THE SOILS FOR PLACEMENT WITHIN THE BERMSECTION. THE GEOTECHNICAL ENGINEER SHALL ALSO SPECIFY THE METHODS TO BE USED FORPLACEMENT OF FILL.2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST SHALL BE CONDUCTED EACH 2,500SQUARE FEET PER VERTICAL CUT OF FILL.3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENCH TO EXTEND A MINIMUM OF TWOFEET BELOW EXISTING GRADE. THE MINIMUM BOTTOM WIDTH SHALL BE WIDE ENOUGH TOPERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE SHALL BELESS THAN 2' WIDE. CONTRACTOR SHALL CONFIRM KEY TRENCH DEPTH AND WIDTH WITH THEON-SITE GEOTECHNICAL ENGINEER. SOILS AND COMPACTION FOR KEY TRENCH SHALL MEET ALLREQUIREMENTS OF #1 ABOVE.4. FILL PLACEMENT SHALL NOT EXCEED A MAXIMUM OF 8'' LIFTS. EACH LIFT SHALL BE CONTINUOUSFOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERMSECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE SURFACE PROPERLYPREPARED FOR FILL PLACEMENT.5. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SECTION.6. WEIR SHALL BE LINED WITH NORTH AMERICAN GREEN SC250 MATTING, OR APPROVED EQUAL.7. SIDE SLOPES SHALL BE LINED WITH NAG S75, OR APPROVED EQUAL.8. INSTALL ANTI-SEEP COLLAR AT MIDPOINT OF OUTLET PIPE. CONCRETE SHALL BE 3,000 PSI (28DAYS) AND REINFORCED WITH #4 REBAR 12'' O.C. EACH WAY AND SHALL EXTEND AT LEAST 8"AROUND ALL SIDES OF PIPE. MINIMUM BEARING CAPACITY BENEATH COLLAR SHALL BE 2,000PSF.STORMWATER WETLAND MAINTENANCE NOTES1. THE LANDSCAPE PROFESSIONAL MANAGING THE WETLAND MUSTUNDERSTAND THE BIOLOGICAL REQUIREMENTS OF THE PLANTS ANDMANAGE WATER LEVELS APPROPRIATELY TO PROVIDE FOR THEIR NEEDS.2. ALTHOUGH WETLAND PLANTS REQUIRE WATER FOR GROWTH ANDREPRODUCTION, THEY CAN BE KILLED BY DROWNING IN EXCESSIVELYDEEP WATER. USUALLY, INITIAL GROWTH IS BEST WITH TRANSPLANTEDPLANTS IN WET, WELL-AERATED SOIL. OCCASIONAL INUNDATIONFOLLOWED BY EXPOSURE TO AIR OF THE MAJORITY OF THE VEGETATIONENABLES THE PLANTS TO OBTAIN OXYGEN AND GROW OPTIMALLY.CONVERSELY, FREQUENT SOIL SATURATION IS IMPORTANT FOR WETLANDPLANT SURVIVAL.3. DRAMATIC SHIFTS CAN OCCUR AS PLANT SUCCESSION PROCEEDS. THEPLANT COMMUNITY REFLECTS MANAGEMENT AND CAN INDICATEPROBLEMS OR THE RESULTS OF IMPROVEMENTS. FOR EXAMPLE, AREQUIREMENT OF SUBMERGED AQUATIC PLANTS, SUCH AS PONDWEED(POTAMOGETON SPP.), IS LIGHT PENETRATION INTO THE WATER COLUMN.THE DISAPPEARANCE OF THESE PLANTS MAY INDICATE INADEQUATEWATER CLARITY. THE APPEARANCE OF INVASIVE SPECIES ORDEVELOPMENT OF A MONOCULTURE IS ALSO A SIGN OF A PROBLEM WITHTHE AQUATIC/SOIL/VEGETATIVE REQUIREMENTS. FOR INSTANCE, MANYINVASIVE SPECIES CAN QUICKLY SPREAD AND TAKE OVER A WETLAND. IFCATTAILS BECOME INVASIVE, THEY CAN BE REMOVED BY A LICENSEDAQUATIC PESTICIDE APPLICATOR BY WIPING AQUATIC GLYPHOSATE, ASYSTEMIC HERBICIDE, ON THE CATTAILS.4. UNLIKE MAINTENANCE REQUIREMENTS FOR WET OR DRY STORMWATERPONDS, SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROMSTORMWATER WETLANDS, PRIMARILY FROM THE FOREBAY.SEDIMENTREMOVAL DISTURBS STABLE VEGETATION COVER AND DISRUPTSFLOWPATHS THROUGH THE WETLAND. THE TOP FEW INCHES OFSEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVERTHE SURFACE OF THE WETLAND AFTER THE COMPLETION OF SEDIMENTREMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS OWNSEED BANK. ACCUMULATED SEDIMENT SHOULD BE REMOVED FROMAROUND INLET AND OUTLET STRUCTURES.5. THE TOWN OF WAKE FOREST SHALL NOT BE RESPONSIBLE FOR ANYMAINTENANCE TO THE STORMWATER CONTROL MEASURES (SCMs).SHALLOW LAND AREADEEP POOL AREASHALLOW WATER AREAPROP. KEY TRENCHSWALE 1PROP. VARIABLEWIDTH MAINTENANCE& ACCESS ESMT.PROP. 20 LF WEIR AT ELEV.324.50' LINED WITH NAG SC250(OR APPROVED EQUAL)PROP. INV. OUT 320.00'PROP. 5' X 5' OUTLETSTRUCTUREPROP. 48 LF 24" RCPOUTLET PIPE @ 1.04%PROP. RIPRAP ENERGYDISSIPATORCLASS B RIP RAP 22" THICKLENGTH: 12'; WIDTH: 6'X 321.25'FES-43X 321.25'X 321.25'X 321.25'X 321.25'X 321.25'321.25' X321.25' X321.25' X322.00' XSTORMWATER WETLAND PLANTING TABLEQUANTITYBOTANICAL NAMECOMMON NAMESIZESPACINGSHALLOW WATER PLANTINGS (AREA = 2,129 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 1,652 TOTAL PLANTS REQ.)330 ACORUS SUBCORDATUMSWEETFLAG4 CU. IN.2' O.C.330HYDROLEA QUADRIVALVISWATERPOD4 CU. IN.2' O.C.330 IRIS VIRGINICABLUE FLAG IRIS4 CU. IN.2' O.C.331 SAGITTARIA LATIFOLIADUCK POTATO4 CU. IN.2' O.C.331 SAURURUS CERNUUSLIZARD'S TAIL4 CU. IN.2' O.C.SHALLOW LAND PLANTINGS (AREA = 5,917 SQ. FT.; 50 HERBACEOUS PLANTS PER 200 SQ. FT.; 1,480 TOTAL PLANTS REQ.)493 CAREX TENERAQUILL SEDGE4 CU. IN.2' O.C.493 HIBISCUS COCCINEUSSCARLET ROSE MALLOW4 CU. IN.2' O.C.494 LOBELIA ELONGATALONGLEAF LOBELIA4 CU. IN.2' O.C.DEEP POOL50 ELEOCHARIS ACICULARISNEEDLE SPIKERUSHBARE ROOTN/A50 NUPHAR LUTEA SSP. ADVENAYELLOW POND-LILYBARE ROOTN/A322.00' X322.00' XSTABILIZE SLOPE ATSWALE 1 ENTRANCEWITH 12" ROCK RIPRAP, NAG SC250, OREQUVALENTPROP. RETAININGWALLS (BY OTHERS)
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949EROSION & SEDIMENT CONTROLPLAN - PHASE IC-990606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884134133132131130129128127126125124123122121120119118117116115114EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. SKIMMERBASIN SK-1PROP. LIMIT OF DISTURBANCEEROSION CONTROL NOTES1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FORPROJECTS OVER 0.50 ACRE. IF MULTIPLE LOTS WITH LANDDISTURBANCE OVER 0.50 ACRE TOTAL ARE EITHERCONTIGUOUS OR NON-CONTIGUOUS IN THE SAMESUBDIVISION, BEING TAKEN DOWN BY THE SAMEBUILDER/OWNER, A LAND DISTURBING PERMIT IS REQUIRED.THE COST OF THE PLAN REVIEW AND PERMIT IS $500/ACREROUNDED UP (1.1 ACRES = 2 ACRES @ $500/ACRE = $1000).THE FEE IS DUE AT TIME OF PLAN SUBMITTAL. DEVELOPERIS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMITREQUIREMENTS ON INDIVIDUAL LOTS.2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMITREVISED FORMS, PLANS, AND ANY ADDITIONAL FEES MUSTBE SUBMITTED.3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISEDFRO MUST BE SUBMITTED.4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANKSHALL CONTACT THE TOWN AND REPAIR ALL EROSIONCONTROL MEASURES TO TOWN/NCDENR STANDARDS. THEYSHALL ALSO SUBMIT A NEW FRO FORM.5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THEPLANS MUST BE RENEWED AT $250/ACRE. A REVISED SETOF PLANS MAY BE SUBMITTED IF ACREAGE HAS ALREADYBEEN DEVELOPED AND A CERTIFICATE OF OCCUPANCY HASBEEN ISSUED.6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELDWITH THE TOWN OF WAKE FOREST PRIOR TO START OF ANYWORK, INCLUDING INSTALLATION OF EROSION CONTROLMEASURES, DEMOLITION, CUTTING TREES, AND GRUBBING.CALL ENGINEERING AT [phone] TO SET UP A MEETING.ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACKTO THE TOWN 1 WEEK PRIOR TO PRECONSTRUCTIONMEETING.7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY,AND EROSION CONTROL INSTALLER MUST BE PRESENT ATTHE PRECONSTRUCTION MEETING.8. THE E&SC PERMIT WILL BE GIVEN OUT AT THIS MEETING.9. AFTER RECEIVING APPROVAL OF THE E&SC PLAN, THE NEXTSTEP IS TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICEOF INTENT (E-NOI) FORM TO NCDEQ DEMLR TO RECEIVE ACERTIFICATE OF COVERAGE (COC) UNDER THE NCG01PERMIT. WITHIN THREE BUSINESS DAYS, DEMLR WILL ISSUETHE COC VIA EMAIL TO THE APPLICANT. AFTER THECOMPLETION OF A PROJECT, THE FINAL STEP IS TO SUBMITAN ELECTRONIC NOTICE OF TERMINATION (E-NOT) FORM TOEND COVERAGE UNDER THE NCG01 PERMIT.10. INSTALL SILT FENCE OUTLETS AS SHOWN AND AT LOWPOINTS ALONG SILT FENCE AS NECESSARY.11. INSTALL TEMPORARY SLOPE DRAINS AT PROPOSEDTEMPORARY SKIMMER BASINS AS NEEDED.12. SEE SHEET C-3 FOR EROSION CONTROL CALCULATIONS.E&SC CONSTRUCTION SEQUENCE NOTES1. AFTER THE PRECONSTRUCTION MEETING IS HELD, THECONTRACTOR CAN INSTALL INITIAL EROSION CONTROLMEASURES ONLY. THIS INCLUDES BUT IS NOT LIMITED TOCONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER DIVERSIONDITCH, CHECK DAMS (ROCK OR WADDLE TYPE), TREEPROTECTION FENCE, EXISTING INLET PROTECTION, SKIMMERSEDIMENT BASINS, AND SEDIMENT TRAPS. CLEAR ONLY ASNECESSARY TO INSTALL THESE MEASURES.2. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATIONAND MAINTENANCE LOG INCLUDING DATES OFTEMPORARY/PERMANENT GROUND COVER, A RAIN GAGE, COPYOF TOWN SIGNED PLANS ONSITE, REVISED SIGNED PLANS,NPDES LOG, AND CONSTRUCTION BOX MUST BE PRESENT ANDEASILY ACCESSIBLE ONSITE.3. ONCE MEASURES ARE INSTALLED, CONTRACTOR/FRO TO CALLTOWN FOR AN INITIAL INSPECTION. IF SITE PASSES INSPECTION,A CERTIFICATE OF COMPLIANCE WILL BE ISSUED. CONTRACTORCAN NOW BEING CLEARING, GRUBBING, AND GRADING.4. CONTRACTOR TO MAINTAIN ACCESS ROAD FOR EMERGENCIESAT ALL TIMES.5. PHASE PROJECT TO LEAVE AS LITTLE GROUND OPEN ASPOSSIBLE.6. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN14 DAYS OF ANY PHASE OF GRADING, INCLUDING SLOPES. SEEDBASINS AND DITCHES IMMEDIATELY AFTER CONSTRUCTION.7. PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUSTAPPROVE REMOVAL. ALL AREAS ABOVE TEMPORARY MEASUREMUST HAVE 85% GROUND COVER.8. THE TOWN OF WAKE FOREST CONSTRUCTION INSPECTOR WILLEVALUATE THE SITE AT LEAST ONCE A MONTH. A COPY OF THEINSPECTION FORM WILL BE EMAILED TO THE FRO. THE WEEKLYEROSION LOG AND NPDES LOG MUST BE ONSITE AND AVAILABLEFOR REVIEW.9. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OFVIOLATION WILL BE ISSUED GIVING THE CONTRACTOR/FRO 7WORKING DAYS TO REMEDY THE PROBLEM. IF THE SITUATION ISNOT RESOLVED WITHIN THE TIME PERIOD A FINE MAY BE ISSUED.10. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO$5,000 PER DAY PER VIOLATION. IF SEDIMENT ENTERS A BUFFER,STREAM, OR WETLAND NCDWQ WILL BE NOTIFIED. THEY MAYISSUE FINES UP TO $25,000 PER DAY PER VIOLATION.11. CALL THE TOWN UPON COMPLETION FOR A FINAL EROSIONINSPECTION. A PUNCHLIST MAY BE GENERATED ADDRESSINGANY REMAINING ITEMS. THERE MUST BE 85% GROUNDCOVER ONTHE ENTIRE SITE PRIOR TO A CERTIFICATE OF OCCUPANCY. IFTHE SITE IS FOUND TO BE IN COMPLIANCE AN EROSIONCERTIFICATE OF COMPLETION WILL BE ISSUED.PROP. DISTURBED AREA = 13.96 ACCONSTRUCTION SEQUENCEPHASE I1. OBTAIN A LAND DISTURBING PERMIT FROM THE TOWN OF WAKE FOREST AND SCHEDULE AN EROSION PRE-CONSTRUCTIONMEETING WITH THE TOWN OF WAKE FOREST AT [phone].2. OBTAIN COC FROM DEMLR. SEE EROSION CONTROLNOTE #9.3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSION DITCH, AND SEDIMENTBASIN AS SHOWN ON APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.4. CALL TOWN OF WAKE FOREST FOR AN INITIAL INSPECTION AND OBTAIN A CERTIFICATE OF COMPLIANCE.5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.6. ROUGH GRADE SITE.PHASE II7. BEGIN INSTALLING PROPOSED STORM DRAINAGE NETWORK AND BLOCK AND GRAVEL INLET PROTECTION AS SHOWN ON THEPLANS. WAIT TO REMOVE TEMPORARY DIVERSIONS UNTIL ROUGH GRADING IS STABILIZED.8. INSTALL WATER & SEWER.9. STABILIZE REMAINING AREAS WITH VEGETATION. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL TOWN FOR FINAL INSPECTION. UPONAPPROVAL FROM TOWN, REMOVE TEMPORARY EROSION CONTROL MEASURES/BASINS, SEED OR STABILIZE ANY RESULTINGAREAS, AND CONVERT SKIMMER BASIN SK-1 TO STORMWATER WETLAND. DEWATER BASIN WITH SILT BAG, AND REMOVE ALLSEDIMENT FROM THE BASIN PRIOR TO CONVERSION TO STORMWATER WETLAND.PROP. 25' X 50' TEMPORARYCONSTRUCTION ENTRANCEPROP. SWALE 1 SHALLSERVE AS TEMPORARYDIVERSION DITCH DURINGCONSTRUCTIONPROP. LIMITS OFDISTURBANCE (TYP.)PROP. SILT FENCEOUTLET (TYP.)PROP. SILT FENCE(TYP.)MATCHLINE THIS SHEET
MATCHLINE THIS SHEET PROP. BAFFLE (TYP.)PROP. FAIRCLOTHSKIMMER ATTACHED TOPERMANENT RISERPROP. SILT FENCEPROP. TEMPORARY DIVERSION DITCHPROP. BAFFLEPROP. FAIRCLOTH SKIMMERPROP. CONSTRUCTION ENTRANCEPROP. CHECK DAMPROP. SILT FENCE OUTLETPROP. SLOPE PROTECTIONPROP. NAG S75 MATTING,OR EQUIVALNET, SLOPEPROTECTION (TYP.)PROP. 20 LF EMERGENCYSPILLWAY LINED WITH NAGSC250, OR EQUIVALENTPROP. TEMP.DIVERSIONDITCH TD-1PROP. COMBINED SILT FENCE /TREE PROTECTION FENCEPROP. SILT/TREE PROTECTION FENCEPROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
431048495012345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949EROSION & SEDIMENT CONTROLPLAN - PHASE IIC-10100606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884134133132131130129128127126125124123122121120119118117116115114EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERSANCTUARY OAKS LNLACALA CT
MICATO WAYFES-47FES-48CB-45CB-46CB-1CB-2CB-3CB-4CB-5YI-6JB-7YI-8CB-10CB-9CB-11CB-12YI-13CB-14CB-15CB-19CB-18CB-16CB-17CB-20CB-21CB-22JB-23FES-24CB-25CB-26YI-27JB-28CB-29CB-30CB-31CB-32CB-33CB-34CB-35CB-36CB-39CB-40CB-37CB-38YI-41JB-42FES-43PROP. SKIMMERBASIN SK-1SWALE 1PROP. LIMIT OF DISTURBANCEE&SC CONSTRUCTION SEQUENCE NOTES1. AFTER THE PRECONSTRUCTION MEETING IS HELD, THECONTRACTOR CAN INSTALL INITIAL EROSION CONTROLMEASURES ONLY. THIS INCLUDES BUT IS NOT LIMITED TOCONSTRUCTION ENTRANCE, SILT FENCE, PERIMETER DIVERSIONDITCH, CHECK DAMS (ROCK OR WADDLE TYPE), TREEPROTECTION FENCE, EXISTING INLET PROTECTION, SKIMMERSEDIMENT BASINS, AND SEDIMENT TRAPS. CLEAR ONLY ASNECESSARY TO INSTALL THESE MEASURES.2. CONTRACTOR IS RESPONSIBLE FOR E&SC WEEKLY INSTALLATIONAND MAINTENANCE LOG INCLUDING DATES OFTEMPORARY/PERMANENT GROUND COVER, A RAIN GAGE, COPYOF TOWN SIGNED PLANS ONSITE, REVISED SIGNED PLANS,NPDES LOG, AND CONSTRUCTION BOX MUST BE PRESENT ANDEASILY ACCESSIBLE ONSITE.3. ONCE MEASURES ARE INSTALLED, CONTRACTOR/FRO TO CALLTOWN FOR AN INITIAL INSPECTION. IF SITE PASSES INSPECTION,A CERTIFICATE OF COMPLIANCE WILL BE ISSUED. CONTRACTORCAN NOW BEING CLEARING, GRUBBING, AND GRADING.4. CONTRACTOR TO MAINTAIN ACCESS ROAD FOR EMERGENCIESAT ALL TIMES.5. PHASE PROJECT TO LEAVE AS LITTLE GROUND OPEN ASPOSSIBLE.6. TEMPORARILY SEED, STRAW AND TACK OR HYDROSEED WITHIN14 DAYS OF ANY PHASE OF GRADING, INCLUDING SLOPES. SEEDBASINS AND DITCHES IMMEDIATELY AFTER CONSTRUCTION.7. PRIOR TO REMOVAL OF TEMPORARY MEASURES, TOWN MUSTAPPROVE REMOVAL. ALL AREAS ABOVE TEMPORARY MEASUREMUST HAVE 85% GROUND COVER.8. THE TOWN OF WAKE FOREST CONSTRUCTION INSPECTOR WILLEVALUATE THE SITE AT LEAST ONCE A MONTH. A COPY OF THEINSPECTION FORM WILL BE EMAILED TO THE FRO. THE WEEKLYEROSION LOG AND NPDES LOG MUST BE ONSITE AND AVAILABLEFOR REVIEW.9. IF THE SITE IS FOUND OUT OF COMPLIANCE A NOTICE OFVIOLATION WILL BE ISSUED GIVING THE CONTRACTOR/FRO 7WORKING DAYS TO REMEDY THE PROBLEM. IF THE SITUATION ISNOT RESOLVED WITHIN THE TIME PERIOD A FINE MAY BE ISSUED.10. IF SEDIMENT LEAVES THE SITE A FINE MAY BE ISSUED UP TO$5,000 PER DAY PER VIOLATION. IF SEDIMENT ENTERS A BUFFER,STREAM, OR WETLAND NCDWQ WILL BE NOTIFIED. THEY MAYISSUE FINES UP TO $25,000 PER DAY PER VIOLATION.11. CALL THE TOWN UPON COMPLETION FOR A FINAL EROSIONINSPECTION. A PUNCHLIST MAY BE GENERATED ADDRESSINGANY REMAINING ITEMS. THERE MUST BE 85% GROUNDCOVER ONTHE ENTIRE SITE PRIOR TO A CERTIFICATE OF OCCUPANCY. IFTHE SITE IS FOUND TO BE IN COMPLIANCE AN EROSIONCERTIFICATE OF COMPLETION WILL BE ISSUED.PROP. 25' X 50' TEMPORARYCONSTRUCTION ENTRANCEPROP. SWALE 1 SHALLSERVE AS TEMPORARYDIVERSION DITCH DURINGCONSTRUCTIONPROP. LIMITS OFDISTURBANCE (TYP.)PROP. CHECK DAMAT FES-48 OUTLETPROP. BLOCK & GRAVELINLET PROTECTION (TYP.)PROP. SILT FENCEOUTLET (TYP.)PROP. SILT FENCE(TYP.)MATCHLINE THIS SHEET
MATCHLINE THIS SHEET PROP. BAFFLE (TYP.)PROP. FAIRCLOTHSKIMMER ATTACHED TOPERMANENT RISERPROP. SILT FENCEPROP. TEMPORARY DIVERSION DITCHPROP. BAFFLEPROP. FAIRCLOTH SKIMMERPROP. CONSTRUCTION ENTRANCEPROP. CHECK DAMPROP. SILT FENCE OUTLETPROP. INLET PROTECTIONPROP. SLOPE PROTECTIONPROP. NAG S75 MATTING,OR EQUIVALNET, SLOPEPROTECTION (TYP.)PROP. 20 LF EMERGENCYSPILLWAY LINED WITH NAGSC250, OR EQUIVALENTPROP. COMBINEDSILT FENCE / TREEPROTECTION FENCEPROP. SILT/TREE PROTECTION FENCEEROSION CONTROL NOTES1. A LAND DISTURBING (E&SC) PERMIT IS REQUIRED FORPROJECTS OVER 0.50 ACRE. IF MULTIPLE LOTS WITH LANDDISTURBANCE OVER 0.50 ACRE TOTAL ARE EITHERCONTIGUOUS OR NON-CONTIGUOUS IN THE SAMESUBDIVISION, BEING TAKEN DOWN BY THE SAMEBUILDER/OWNER, A LAND DISTURBING PERMIT IS REQUIRED.THE COST OF THE PLAN REVIEW AND PERMIT IS $500/ACREROUNDED UP (1.1 ACRES = 2 ACRES @ $500/ACRE = $1000).THE FEE IS DUE AT TIME OF PLAN SUBMITTAL. DEVELOPERIS RESPONSIBLE FOR INFORMING BUILDER OF E&SC PERMITREQUIREMENTS ON INDIVIDUAL LOTS.2. IF ADDITIONAL ACREAGE IS ADDED TO AN EXISTING PERMITREVISED FORMS, PLANS, AND ANY ADDITIONAL FEES MUSTBE SUBMITTED.3. IF OWNERSHIP OF A PROPERTY HAS CHANGED A REVISEDFRO MUST BE SUBMITTED.4. IF A PROPERTY IS TAKEN OVER BY THE BANK, THE BANKSHALL CONTACT THE TOWN AND REPAIR ALL EROSIONCONTROL MEASURES TO TOWN/NCDENR STANDARDS. THEYSHALL ALSO SUBMIT A NEW FRO FORM.5. IF A PROJECT IS NOT COMPLETE WITHIN TWO YEARS, THEPLANS MUST BE RENEWED AT $250/ACRE. A REVISED SETOF PLANS MAY BE SUBMITTED IF ACREAGE HAS ALREADYBEEN DEVELOPED AND A CERTIFICATE OF OCCUPANCY HASBEEN ISSUED.6. AN EROSION PRECONSTRUCTION MEETING MUST BE HELDWITH THE TOWN OF WAKE FOREST PRIOR TO START OF ANYWORK, INCLUDING INSTALLATION OF EROSION CONTROLMEASURES, DEMOLITION, CUTTING TREES, AND GRUBBING.CALL ENGINEERING AT [phone] TO SET UP A MEETING.ALL PLANS MUST BE SIGNED AND COPIES RETURNED BACKTO THE TOWN 1 WEEK PRIOR TO PRECONSTRUCTIONMEETING.7. THE OWNER, GENERAL CONTRACTOR, GRADING COMPANY,AND EROSION CONTROL INSTALLER MUST BE PRESENT ATTHE PRECONSTRUCTION MEETING.8. THE E&SC PERMIT WILL BE GIVEN OUT AT THIS MEETING.9. AFTER RECEIVING APPROVAL OF THE E&SC PLAN, THE NEXTSTEP IS TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICEOF INTENT (E-NOI) FORM TO NCDEQ DEMLR TO RECEIVE ACERTIFICATE OF COVERAGE (COC) UNDER THE NCG01PERMIT. WITHIN THREE BUSINESS DAYS, DEMLR WILL ISSUETHE COC VIA EMAIL TO THE APPLICANT. AFTER THECOMPLETION OF A PROJECT, THE FINAL STEP IS TO SUBMITAN ELECTRONIC NOTICE OF TERMINATION (E-NOT) FORM TOEND COVERAGE UNDER THE NCG01 PERMIT.10. INSTALL SILT FENCE OUTLETS AS SHOWN AND AT LOWPOINTS ALONG SILT FENCE AS NECESSARY.11. INSTALL TEMPORARY SLOPE DRAINS AT PROPOSEDTEMPORARY SKIMMER BASINS AS NEEDED.12. SEE SHEET C-3 FOR EROSION CONTROL CALCULATIONS.PROP. DISTURBED AREA = 13.96 ACCONSTRUCTION SEQUENCEPHASE I1. OBTAIN A LAND DISTURBING PERMIT FROM THE TOWN OF WAKE FOREST AND SCHEDULE AN EROSION PRE-CONSTRUCTIONMEETING WITH THE TOWN OF WAKE FOREST AT [phone].2. OBTAIN COC FROM DEMLR. SEE EROSION CONTROLNOTE #9.3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, SILT FENCE, SILT FENCE OUTLETS, TEMPORARY DIVERSION DITCH, AND SEDIMENTBASIN AS SHOWN ON APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.4. CALL TOWN OF WAKE FOREST FOR AN INITIAL INSPECTION AND OBTAIN A CERTIFICATE OF COMPLIANCE.5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.6. ROUGH GRADE SITE.PHASE II7. BEGIN INSTALLING PROPOSED STORM DRAINAGE NETWORK AND BLOCK AND GRAVEL INLET PROTECTION AS SHOWN ON THEPLANS. WAIT TO REMOVE TEMPORARY DIVERSIONS UNTIL ROUGH GRADING IS STABILIZED.8. INSTALL WATER & SEWER.9. STABILIZE REMAINING AREAS WITH VEGETATION. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES10. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL TOWN FOR FINAL INSPECTION. UPONAPPROVAL FROM TOWN, REMOVE TEMPORARY EROSION CONTROL MEASURES/BASINS, SEED OR STABILIZE ANY RESULTINGAREAS, AND CONVERT SKIMMER BASIN SK-1 TO STORMWATER WETLAND. DEWATER BASIN WITH SILT BAG, AND REMOVE ALLSEDIMENT FROM THE BASIN PRIOR TO CONVERSION TO STORMWATER WETLAND.PROP. RETAININGWALLS (BY OTHERS)PROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SANCTUARY OAKS LN PLAN &PROFILEC-11110505025SCALE: 1 INCH = 50 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. LIMIT OF DISTURBANCENOTES1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18INCHES.2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18 INCHES,WITH WATER BEING ABOVE THE SEWER.3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE IS 24INCHES.4. SEE UTILITY PLAN, SHEET C-6 FOR WATER APPURTENANCES.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.SANCTUARY OAKS LN PROFILE VIEWSTA. 0+00 - STA. 6+500552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE STATE ROAD 1932(WALL ROAD)60' PUBLIC R/W APPROXIMATE LOCATION OFEX. 12" WATER MAINNAXOS DRIVE50' PUBLIC R/WSANCTUARY OAKS LNLACALA CT
MICATO WAYPROP. 10' X 10' PRIVATEDRAINAGE ESMT.FES-47FES-48CB-45CB-46YI-13CB-14CB-15CB-19CB-18CB-16CB-17CB-20MH-9MH-10PROP. 10' X 10' PRIVATEDRAINAGE ESMT.90°51' PUBLIC R/W27' B-BR25.0' (TYP.)R19.5' (TYP.)R200'SEE SITE PLAN,SHEET C-5, FORDIMENSIONALMEASUREMENTSSANCTUARY OAKS LN PLAN VIEWSTA. 0+00 - STA. 6+50R200'PROP. COMBINEDSILT/TREEPROTECTIONFENCEPROP. SILT/TREE PROTECTION FENCEATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SANCTUARY OAKS LN PLAN &PROFILEC-12120505025SCALE: 1 INCH = 50 FEETEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. 10' PRIVATEDRAINAGE ESMT.PROP. 30' SEWER ESMT.PROP. 20' PRIVATE DRAINAGE& ACCESS ESMT.PROP. LIMIT OF DISTURBANCENOTES1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18INCHES.2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18 INCHES,WITH WATER BEING ABOVE THE SEWER.3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE IS 24INCHES.4. SEE UTILITY PLAN, SHEET C-6 FOR WATER APPURTENANCES.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.SANCTUARY OAKS LN PROFILE VIEWSTA. 6+50 - END0552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE SANCTUARY OAKS LN PLAN VIEWSTA. 6+50 - ENDSANCTUARY OAKS LNCB-25CB-26CB-29CB-30CB-31CB-32CB-33CB-34CB-35CB-36CB-39CB-40CB-37CB-38YI-41R500'51' PUBLIC R/W27' B-B170°166°176°90°MH-5MH-6MH-7MH-8ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949LACALA CT PLAN & PROFILEC-13130505025SCALE: 1 INCH = 50 FEETEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. 20' PRIVATEDRAINAGE ESMT.PROP. LIMIT OF DISTURBANCENOTES1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18INCHES.2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18 INCHES,WITH WATER BEING ABOVE THE SEWER.3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE IS 24INCHES.4. SEE UTILITY PLAN, SHEET C-6 FOR WATER APPURTENANCES.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.LACALA CT PROFILE VIEWSTA. 200+00 - END0552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE LACALA CT PLAN VIEWSTA. 200+00 - ENDSANCTUARY OAKS LN
LACALA CTCB-1CB-2CB-3CB-4CB-5YI-6MH-10MH-1190°51' PUBLIC R/W27' B-BR25.0'R50.0'R37.5'R36.5'R25.0'R36.5'R25.0'R19.5'ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949MICATO WAY PLAN & PROFILEC-14140505025SCALE: 1 INCH = 50 FEETEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. LIMIT OF DISTURBANCENOTES1. MINIMUM SEPARATION BETWEEN WATER AND STORM DRAINAGE IS 18INCHES.2. MINIMUM SEPARATION BETWEEN WATER AND SEWER IS 18 INCHES,WITH WATER BEING ABOVE THE SEWER.3. MINIMUM SEPARATION BETWEEN SEWER AND STORM DRAINAGE IS 24INCHES.4. SEE UTILITY PLAN, SHEET C-6 FOR WATER APPURTENANCES.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OF ALLUTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THEREPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.MICATO WAY PROFILE VIEWSTA. 300+00 - END0552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE MICATO WAY PLAN VIEWSTA. 300+00 - ENDSANCTUARY OAKS LN
51' PUBLIC R/W27' B-BMICATO WAYPROP. 10' X 10' PRIVATEDRAINAGE ESMT.YI-8CB-10CB-9CB-11CB-12YI-13CB-14CB-15CB-19CB-18CB-20CB-21CB-22PROP. 20' PRIVATEDRAINAGE ESMT.168°90°MH-9MH-12MH-13R200'R25.0'R19.5'R25.0'R36.5'R50.0'R37.5'ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.PROP. 10' TEMPORARYCONSTRUCTION ESMT.
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SEWER OUTFALL PLAN &PROFILEC-15150505025SCALE: 1 INCH = 50 FEETEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. LIMIT OF DISTURBANCENOTES1. MINIMUM SEPARATION BETWEEN WATER ANDSTORM DRAINAGE IS 18 INCHES.2. MINIMUM SEPARATION BETWEEN WATER ANDSEWER IS 18 INCHES, WITH WATER BEING ABOVETHE SEWER.3. MINIMUM SEPARATION BETWEEN SEWER ANDSTORM DRAINAGE IS 24 INCHES.4. SEE UTILITY PLAN, SHEET C-6 FOR WATERAPPURTENANCES.5. THE UTILITIES SHOWN ARE NOT GUARANTEEDTO BE A REPRESENTATION OF ALL UTILITIESWITHIN THE PROJECT EXTENT.6. THE CONTRACTOR SHALL CALL THE NORTHCAROLINA ONE-CALL-CENTER AT LEAST 48HOURS PRIOR TO BEGINNING WORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS ANDLOCATIONS OF ALL UTILITIES PRIOR TOBEGINNING WORK AND SHALL USE CARE WHENOPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLYRESPONSIBLE FOR THE REPAIR OF ANY EXISTINGUTILITIES DAMAGED DURING CONSTRUCTION.SEWER OUTFALL PROFILE VIEWSTA. 400+00 - END0552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE SEWER OUTFALL PLAN VIEWSTA. 400+00 - ENDEX. MHMH-1MH-2MH-3MH-4MH-590°96°180°134°154°111°105°100-YEAR FLOOD PLAIN100-YEAR FLOODWAYEX. WETLAND(TYP.)EX. STREAM (TYP.)EX. STREAMBUFFER (TYP.)PROP. 30' SEWER ESMT.ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.BYPASS PUMPING TABLESUCTION MH DISCHARGE MHQPEAK (GPM)11W13W211.40BYPASS PUMPING NOTEA BYPASS PLAN SEALED BY A NC PROFESSIONALENGINEER MUST BE SUBMITTED TO PUBLIC UTILITIESPRIOR TO PUMPING OPERATIONS TO COORDINATEWITH ADMINISTRATION ENGINEERING STAFF. PUMPSSHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW(2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINEOR AREA OF WORK. THE CONTRACTOR SHALLSECURE PUMPS FROM A PUMP SUPPLIERACCORDING TO THE PROVIDED FLOW INFORMATION.PUMPING OPERATIONS MUST BE MONITORED 24HOURS A DAY FOR EACH DAY OF THE PUMPINGOPERATION BY A QUALIFIED PROFESSIONAL INORDER TO RESPOND TO PROBLEMS OR FAILURES.100% REDUNDANCY IS REQUIRED FOR PUMPINGOPERATIONS. IN ADDITION, BACK UP PUMPS ARE TOBE CONNECTED TO THE BYPASS FORCE MAIN TOFACILITATE IMMEDIATE USE UPON FAILURE OF THEPRIMARY PUMPS.PROP. 3' X 8' PIERFOOTING (TYP.)
22"21"21"25"22"20.5"20.5"52"38"24"21.5"13"22"20.5"20"24"22"20"23"22"22"22"21"36"24"22"22"20.5"PARK SPACE 18818.53 SQ FT0.20 ACRESPARK SPACE 220135.23 SQ FT0.46 ACRESPARK SPACE 55174.16 SQ FT0.12 ACRESPARK SPACE 36742.71 SQ FT0.15 ACRESPARK SPACE 47837.84 SQ FT0.18 ACRES43PARK SPACE 66866.92 SQ FT0.16 ACRES10484950PARK SPACE 76659.15 SQ FT0.15 ACRES12345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949LANDSCAPING PLANC-16160606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERSTATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884EX. CONCRETEACCESS DRIVE130129128127126125124122121120119118117113112PROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. STREET LIGHTPROP. 15' TYPE B OPTION 2 BUFFER YARD;EX. VEGETATION TO BE SUPPLEMENTEDAS NECESSARY TO MEET TYPE B OPTION 2 STANDARDPROP.STORMWATERCONTROLMEASURE AREAPROP. 20' TYPE B STREETYARD BUFFERPROP. 5' RIGHT-OF-WAYDEDICATIONFOR 110' RIGHT-OF-WAYSECTIONPROP. MAIL KIOSKVEHICULAR USE AREASCREENING; EVERGREENSHRUBS @ 5' O.C.PROP. STREETTREE @ 50'O.C. (TYP.)PROP. STREET LIGHT;BEHIND SIDEWALKAND MIN. 25' FROMSTREET TREES (TYP.)PROP. MEDIAN ISLAND FORPRESERVATION OF 52"WHITE OAK; TRAFFIC SHALLBE FREE FLOW AROUNDTHE ISLAND WITH A STOPCONDITION ON ROAD 2PROP. 15' TYPE B OPTION 2 BUFFER YARD;EX. VEGETATION TO BE SUPPLEMENTEDAS NECESSARY TO MEET TYPE B OPTION 2 STANDARDPROP. 10' X 70' SIGHTTRIANGLE (TYP.)PROP. 20' PRIVATEDRAINAGE ESMT.NOTES1. ALL DISTURBED AREAS NOT OCCUPIED BY STRUCTURES, PAVING OR PLANTINGS SHALL BE GRADED ANDSEEDED AS INDICATED IN SPECIFICATIONS.2. ALL TREE PLANTINGS SHALL BE MULCHED WITH 3" OF SHREDDED HARDWOOD MULCH IN A 3 FOOT RADIUSAROUND THE TREE, OR TO THE DRIP LINE, WHICHEVER IS GREATER. THE MULCH SHALL BE FREE OF TRASHAND MAINTAINED WEED FREE THEREAFTER. DO NOT PLACE MULCH WITHIN 3" OF TRUNK OF STEMS. MULCHSHALL NOT COVER THE ROOT COLLAR.3. ALL PLANT BEDS TO BE EDGED WITH TYPICAL "V-CHANNEL" EDGE.4. A MINIMUM OF FOUR INDIVIDUAL SOIL SAMPLES SHALL BE TAKEN THROUGHOUT THE SITE FOR OVERALL SOILANALYSIS.5. CONTRACTOR TO UTILIZE ALL ONSITE TOPSOIL. CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL AT NOADDITIONAL COST TO OWNER IF EXISTING TOPSOIL IS NOT SUFFICIENT TO MEET THE NEEDS OF THIS PROJECT.6. ALL PLANTING AREAS TO RECEIVE 1 CY OF SOIL CONDITIONER FOR EACH 75 SF OF PLANT BED AREA.ACCEPTABLE SOIL CONDITIONERS SHALL BE PULVERIZED PINE BARK, PEAT MOSS OR SHREDDED/COMPOSTEDLEAVES.7. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES BEFORE BEGINNING OF GRADING ANDLANDSCAPE INSTALLATION.8. CONTRACTOR TO VERIFY QUANTITIES OF PLANTINGS AS SHOWN. PLANTINGS INDICATED ON PLANS SHALLPREVAIL OVER QUANTITIES INDICATED IN PLANT LIST IF DISCREPANCIES ARISE.9. ALL PLANTS ARE TO BE THOROUGHLY "WATERED IN" THE SAME DAY AS PLANTED.10. THE PLANT HOLE WIDTH SHALL BE A MINIMUM THREE TIMES THE DIAMETER OF THE ROOT BALL.11. REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING WIRE OR NYLON TWINE FROM ROOT BALL.AFTER SETTING IN HOLE, CUT AWAY AND REMOVE TOP AND SIDES OF WIRE BASKET AND BURLAP BEFOREBACKFILLING IS COMPLETE.12. ALL TREES, WHEN PLANTED, SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS TO THE GRADINGPLAN.13. LANDSCAPING SHOWN MEETS REQUIREMENTS.14. ALL ADDITIONAL LANDSCAPING SHALL BE PER OWNER.15. STREET LIGHTS SHALL BE PLACED A MINIMUM OF 25' FROM CANOPY TREES.LANDSCAPING REQUIREMENTSOVERALL SITE CALCULATION:2 CANOPY TREES PER 5,000 SF OF PARCEL AREA.TOTAL PARCEL AREA = 635,976 SFTOTAL REQUIRED: 255 CANOPY TREESTOTAL PROVIDED THROUGH SPECIMENPRESERVATION AND PROPOSED TREES: 147CANOPY TREESREMAINING REQUIRED CANOPY TREESANTICIPATED TO BE MET THROUGH EXISTINGNON-SPECIMEN TREES PRESERVED IN OPENSPACE.STREET TREES:1 CANOPY TREE PER 50 LF ALONG THERIGHT-OF-WAYTOTAL LENGTH OF RIGHT-OF-WAY = 3,297 LFCANOPY TREES REQUIRED: 65CANOPY TREES PROVIDED: 75PARK SPACE TREES:1 CANOPY TREE PER EVERY 2,500 SF OF PARKSPACETOTAL PARK SPACE AREA = 62,231 SFCANOPY TREES REQUIRED: 25CANOPY TREES PROVIDED: 12 PROPOSED; 13EXISTING PER SPECIMEN TREE PRESERVATIONWITH PARK SPACESTREETYARD - TYPE B, OPTION 1 BUFFERREQUIREMENTS (APPROX. 512 LF ALONG WALLROAD):2 EVERGREEN TREES PER 100 LF1 CANOPY TREE PER 100 LF2 UNDERSTORY TREES PER 100 LF12 SHRUBS PER 100 LF (50% OF REQUIRED SHRUBSMUST BE EVERGREEN SPECIES)EVERGREEN TREES REQUIRED: 10EVERGREEN TREES PROVIDED: 10CANOPY TREES REQUIRED: 5CANOPY TREES PROVIDED: 5UNDERSTORY TREES REQUIRED: 10UNDERSTORY TREES PROVIDED: 10SHRUBS REQUIRED: 60SHRUBS PROVIDED: 60 (100% EVERGREEN)TYPE B, OPTION 2 BUFFER REQUIREMENTS(APPROX. 655 LF OF NON-EXISTING-VEGETATEDBUFFER):1 EVERGREEN TREES PER 100 LF1 CANOPY TREE PER 100 LF3 UNDERSTORY TREES PER 100 LF24 SHRUBS PER 100 LF (50% OF REQUIRED SHRUBSMUST BE EVERGREEN SPECIES)EVERGREEN TREES REQUIRED: 7EVERGREEN TREES PROVIDED: 7CANOPY TREES REQUIRED: 7CANOPY TREES PROVIDED: 7UNDERSTORY TREES REQUIRED: 20UNDERSTORY TREES PROVIDED: 20SHRUBS REQUIRED: 158SHRUBS PROVIDED: 58 (100% EVERGREEN)VEHICULAR USE AREAS:ALL PARKING SPACES SHALL BE WITHIN 60 FEET OFA PLANTED CANOPY TREE TRUNK.SPECIMEN TREE CALCUATIONS:143 SPECIMEN TREES ARE PROPOSED TO BEREMOVED FOR A REPLACEMENT VALUE OF 286TREES. (VALUE IS $500 OR 2 REPLACEMENT TREESPER SPECIMEN TREE REMOVED.)28 SPECIMEN TREES ARE PROPOSED TO BEPRESERVED FOR A TOTAL CANOPY TREE CREDITOF 87 TREES.30,900 SF OF TREE SAVE AREA PROPOSED AT 1TREE PER 700 SF = 44 TREESTOTAL REPLACEMENT = 87 + 44+119 (FROM PLANTLIST) = 250 REPLACEMENT TREES286 REQUIRED REPLACEMENT TREES - 250PROPOSED REPLACEMENT TREES = 36 ADDITIONALTREES REQUIRED OR $9,000PROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.SANCTUARY OAKS LNLACALA CT
MICATO WAY
PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.PROP. 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.EX. SPECIMENT TREEPROPOSED TO BEPRESERVED (TYP.)PROP. CANOPY TREE (ZS)PROP. UNDERSTORY TREE (MC)PROP. EVERGREEN SHRUB (VARIES)PROP. EVERGREEN TREE (JV)PROP. CANOPY TREE (UP)PROP. CANOPY TREE (QA)PROP. CANOPY TREE (TC)PLANT LISTKEYSCIENTIFIC NAMECOMMON NAMELOCATIONQUAN.CAL. HT.CANOPY TREESQR QUERCUS ROBURENGLISH OAKPARK SPACE121.5" 8'QA QUERCUS ALBAWHITE OAKTYPE B BUFFER13 1.5" 8'JV JUNIPERUS VIRGINIANAEASTERN RED CEDAR TYPE B BUFFER19 1.5" 8'TC TILIA CORDATALITTLE LEAF LINDENSTREET TREE25 1.5" 8'ZS ZELKOVA SERRATAJAPANESE ZELKOVA STREET TREE25 1.5" 8'UP ULMUS PARVIFOLIACHINESE ELMSTREET TREE25 1.5" 8'UNDERSTORY TREESMC MYRICA CERIFERASOUTHERN WAXMYRTLE TYPE B BUFFER321"6'SHRUBS- BUXUS SEMPERVIRENSTRUE DWARF BOXWOOD TYPE B BUFFER8218''- ILEX CRENATAJAPANESE HOLLYTYPE B BUFFER8218''- JUNIPER CHINENSIS VAR. SARGENTII SARGENT JUNIPER TYPE B BUFFER8218''PROP. OPEN SPACEPROP. PARK SPACEPROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. COMBINEDSILT/TREEPROTECTIONFENCEPROP. SILT/TREE PROTECTION FENCEPROP. CANOPY TREE (QR)PROP. TREE LINEPROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 10' TEMPORARYCONSTRUCTION ESMT.PROP. 14,860 SF TREESAVE AREAPROP. 16,040 SF TREESAVE AREA
PARK SPACE 18818.53 SQ FT0.20 ACRESPARK SPACE 220135.23 SQ FT0.46 ACRESPARK SPACE 55174.16 SQ FT0.12 ACRESPARK SPACE 36742.71 SQ FT0.15 ACRESPARK SPACE 47837.84 SQ FT0.18 ACRES43PARK SPACE 66866.92 SQ FT0.16 ACRES10484950PARK SPACE 76659.15 SQ FT0.15 ACRES12345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949OPEN SPACE PLANC-17170606030SCALE: 1 INCH = 60 FEETNEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERSTATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194ZONING: CU GR5N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971ZONING: RDN/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502ZONING: RDN/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884ZONING: CU GR5EX. CONCRETEACCESS DRIVE13413313213113012912812712612512412312212112011911811711611511411311220.0'PUBLIC DRAINAGE EASEMENTREF: B.M. 2006 PG 1884PROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. 15' TYPE B OPTION 2BUFFER YARDPROP. STORMWATERCONTROL MEASUREWITHIN VARIABLEWIDTH MAINTENANCE& ACCESS ESMT.PROP. 20' TYPE B STREETYARD BUFFERPROP. 5' RIGHT-OF-WAYDEDICATIONFOR 110' RIGHT-OF-WAYSECTIONPROP. TEMPORARY TURN-AROUNDAT DEAD-END STREET(ACCEPTABLE ALTERNATIVE TO120' HAMMERHEAD PER FIGURED103.1 OF NC FIRE CODE)PROP. OPEN SPACEPROP. PARK SPACEPROP. 30' SEWER ESMT.PROP. 30' SEWER ESMT.PROP. 20' PRIVATEDRAINAGE ESMT.SANCTUARY OAKS LNLACALA CT
MICATO WAY
PROP. 30'SEWER ESMT.PROP. 20' PRIVATE DRAINAGE & ACCESS ESMT.PROP. MEDIAN ISLAND FORPRESERVATION OF 52"WHITE OAK; TRAFFIC SHALLBE FREE FLOW AROUNDTHE ISLAND WITH A STOPCONDITION ON ROAD 2PROP. 15' TYPE BOPTION 2BUFFER YARDPROP. 10' X 70' SIGHTTRIANGLE (TYP.)PROP. 10' PRIVATEDRAINAGE ESMT.PROP. 10' X 10' PRIVATEDRAINAGE ESMT.PROP. MAIL KIOSK20'PROP. STANDARDCURB RAMP (TYP.)PROP. 20' PRIVATEDRAINAGE ESMT.NOTES1. OPEN AND PARK SPACE AREAS:GR10 REQUIRED DEDICATED OPEN AND PARK SPACE: 1.83 AC (12.5%)PROPOSED DEDICATED OPEN AND PARK SPACE: 2.85 AC (19.5%)GR10 REQUIRED PARK SPACE: 0.365 AC (2.5%)PROPOSED PARK SPACE: 1.43 AC (9.8%)GR10 REQUIRED OPEN SPACE: 1.46 AC (10%)PROPOSED OPEN SPACE: 1.42 AC (9.7%)2. A SEPARATE PARK SPACE SITE PLAN SHALL BE PROVIDED FOR TOWNOF WAKE FOREST APPROVAL.3. 12 SUPPLEMENTAL TREE PLANTINGS ARE PROPOSED WITHIN THEPARK SPACE PER SECTION 7.5.5.A.2 OF THE UDO (ONE (1) TREE PERVERY 2,500 SQUARE FEET OF REQUIRED PARK SPACE). SEELANDSCAPING PLAN, SHEET C-16.4. 24 CLASS III BICYCLE PARKING SPACES SHALL BE PROVIDED PERSECTION 7.5.5.A.4 OF THE UDO (FOUR (4) SPACES PER EVERYONE-QUARTER ACRE OF PARK SPACE).5. PARK SPACE SHALL BE PARK OR GREEN PER SECTION 7.5.1 OF THEUDO.6. PUBLIC SEATING SHALL BE PROVIDED PER SECTION 7.5.5.A.1 OF THEUDO.7. GARBAGE AND RECYCLE RECEPTACLES SHALL BE PROVIDED PERSECTION 7.5.5.A.3 OF THE UDO.PROP. 3' CORUTILITY ESMT.(TYP.)PROP. RETAININGWALLS (BYOTHERS)PROP. 8" MEDIANCURB
431048495012345678911121314555453525147464544605958575615161817222119204123262729313335373924252830323436384042THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949STRIPING, SIGNAGE & LIGHTINGPLANC-18180606030SCALE: 1 INCH = 60 FEETNEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINELEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFERSTATE ROAD 1932(WALL ROAD)60' PUBLIC R/W
EX. STREAM (TYP.)50' NEUSE RIPARIANBUFFER (TYP.)CHAMBERWELL AVENUE60' PUBLIC R/WNAXOS DRIVE50' PUBLIC R/WN/FALICE SOULED.B. 7941 PG 306B.M. 1994 PG 2211842.03-41-9194N/FPATTI SOULED.B. 2502 PG 00-E1842.04-50-3971N/FALICE SOULED.B. 4151 PG 81B.M. 1986 PG. 17101842.03-41-5502N/FRICHLAND HILLS SUBDIVISIONB.M. 2006 PG 1884EX. CONCRETEACCESS DRIVE130129128127126125124122121120119118117116115114113112PROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. STREET LIGHTPROP.STORMWATERCONTROLMEASURE AREAPROP. STREET LIGHT;BEHIND SIDEWALKAND MIN. 25' FROMSTREET TREES (TYP.)PROP. MEDIAN ISLAND FORPRESERVATION OF 52" WHITE OAK;TRAFFIC SHALL BE FREE FLOWAROUND THE ISLAND WITH A STOPCONDITION ON ROAD 2PROP. 10' X 70' SIGHTTRIANGLE (TYP.)SANCTUARY OAKS LNLACALA CT
MICATO WAYLIGHTING NOTES1. LIGHTING SHOWN ON THIS PLAN IS FOR SCHEMATIC PURPOSES ONLY. LIGHTING DESIGN SHALL BE PROVIDED BY POWER UTILITY AND SHALL ADHERE TO APPLICABLE TOWNOF WAKE FOREST REQUIREMENTS, WHICH INCLUDE, BUT MAY NOT BE LIMITED TO, THE FOLLOWING:A. BACKGROUND SPACES SUCH AS PARKING LOTS AND DRIVEWAYS SHALL BE ILLUMINATED AS UNOBTRUSIVELY AS POSSIBLE TO MEET THE FUNCTIONAL NEEDS OF SAFECIRCULATION AND OF PROTECTING PEOPLE AND PROPERTY.B. FOREGROUND SPACES, SUCH AS BUILDING ENTRANCES AND PLAZA SEATING AREAS, SHALL UTILIZE LIGHTING THAT DEFINES, HIGHLIGHTS, OR ENHANCES THE SPACEWITHOUT GLARE.C. THE STYLE OF LIGHT STANDARDS AND FIXTURES SHALL BE CONSISTENT WITH THE STYLE AND CHARACTER OF ARCHITECTURE PROPOSED ON THE SITE.D. LIGHT POLES AND FIXTURES SHALL BE OF A MATTE OR LOW-GLOSS GREY, BLACK, DARK EARTHEN, OR BRONZE FINISH, UNLESS PERMISSION IS GRANTED BY THEADMINISTRATOR FOR A SPECIAL COLOR SCHEME OR THEME.E. NO OUTDOOR POLE LIGHTING FIXTURE SHALL BE LOCATED WITHIN ANY REQUIRED LANDSCAPE BUFFER YARD OR STREET YARD, EXCEPT FOR THOSE LIGHTINGENCROACHMENTS PERMITTED BY UDO SECTION 4.3.4.F. LIGHT SOURCES MUST BE COMPATIBLE WITH THE LIGHT PRODUCED BY SURROUNDING USES AND MUST PRODUCE AN UNOBTRUSIVE DEGREE OF BRIGHTNESS IN BOTHILLUMINATION LEVELS AND COLOR TEMPERATURE.G. NATURAL AREAS AND NATURAL FEATURES SHALL BE PROTECTED FROM LIGHT SPILLAGE FROM OFF-SITE SOURCES.H. MINIMUM AVERAGE STREET LIGHT SPACING SHALL BE ADEQUATE TO PROTECT THE PUBLIC SAFETY IN THE DISTRICT IN WHICH THE DEVELOPMENT IS LOCATED ACCORDINGTO THE STANDARDS OF THE WAKE FOREST PUBLIC WORKS DEPARTMENT.I. MINIMUM AVERAGE MAINTAINED ILLUMINANCE SHALL BE 0.3 FOOTCANDLES, AND THE UNIFORMITY RATIO SHALL NOT EXCEED 6 TO 1.J. LIGHTING SHALL BE PLACED AT ALL STREET INTERSECTIONS AND IS PREFERRED AT STREET CURVES.K. PEDESTRIAN-SCALED LIGHTING (NO TALLER THAN 18 FEET) SHALL BE PRIORITIZED OVER AUTOMOBILE LIGHTING IN ALL DISTRICTS. LIGHTING SHALL BE PLACED IN AMANNER TO LIMIT THE CASTING OF SHADOWS ON SIDEWALKS.L. ALL STREET LIGHTS SHALL UTILIZE A CUTOFF FIXTURE. WHERE BUILDINGS ARE CLOSE TO THE STREET (LESS THAN 15 FEET FROM THE RIGHT-OF-WAY), FULL CUTOFFFIXTURES ARE REQUIRED TO LIMIT GLARE AND LIGHT SPILLAGE ON UPPER LEVELS.2. STREET LIGHTS SHALL BE PLACED A MINIMUM OF 25' FROM CANOPY TREES.PROP. 24" X 30" 25 MPHSPEED LIMIT SIGN(MUTCD R2-1)PROP. RESIDENTIAL STREET NAMESIGNS SHALL BE PLACED PER TOWFDETAIL 9.22 (TYP.)PROP. BARRICADE ANDFUTURE CONNECTIONSIGNAGE (TYP.)PROP. ADA PARKING ANDVAN ACCESSIBLESIGNAGE (R7-8 & R7-8A)PROP. STOP SIGN(MUTCD R1-1)PROP. 24" WHITESTOP BARPROP. STANDARD6'-WIDE CROSSWALKPROP. STOP SIGN(MUTCD R1-1)PROP. 24" WHITESTOP BARPROP. STOP SIGN(MUTCD R1-1)PROP. 24" WHITESTOP BARPROP. STANDARD6'-WIDE CROSSWALKPROP. STOP SIGN(MUTCD R1-1)PROP. 24" WHITESTOP BARPROP. STOP SIGN(MUTCD R1-1)PROP. 24" WHITESTOP BARPROP. STANDARD6'-WIDECROSSWALKPROP. BARRICADE ANDFUTURE CONNECTIONSIGNAGE (TYP.)123134133132131INSTALL "NO OUTLET" W14-2SIGN AT ENTRANCEPROP. 6'-WIDEHIGH-VIS CROSSWALKPROP. 24" WHITESTOP BARPROP. STOP SIGNPROP. 6'-WIDEHIGH-VISCROSSWALKPROP. STANDARD6'-WIDE CROSSWALKPROP. 6'-WIDEHIGH-VIS CROSSWALKPROP. W11-2 ANDW16-7P SIGNSPROP. W11-2 ANDW16-7P SIGNSPROP. W11-2 ANDW16-7P SIGNS
PROP. PARCEL BOUNDARYPROP. RIGHT-OF-WAYPROP. LOT LINESTHESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949OFFSITE SANITARY SEWERSTUDY EXHIBITC-1919010010050SCALE: 1 INCH = 100 FEETEX. ADJACENT OWNERSLEGENDEX. SANITARY SEWEREX. MH #1TOP = 311.93'INV. IN = 305.08'INV. OUT = 305.01'EX. MH #2TOP = 311.07'INV. IN = 304.12'INV. OUT = 301.97'EX. MH #3TOP = 316.82'INV. IN = 301.20'INV. OUT = 301.15'EX. MH #4TOP = 316.10'INV. IN = 300.60'INV. OUT = 300.50'EX. MH #5TOP = 308.19'INV. IN = 299.04'INV. OUT = 298.94'EX. MH #6TOP = 307.60'INV. IN(N) = 298.80'INV. IN(W) = 300.60'INV. OUT = 298.70'EX. MH #7WTOP = 308.80'INV. IN = 297.20'INV. OUT(SE) = 297.15'INV. OUT(SW) = 297.10'EX. MH #7ETOP = 302.87'INV. IN = 295.40'INV. OUT = 295.26'EX. MH #8WTOP = 301.69'INV. IN = 294.81'INV. OUT = 294.71'EX. MH #8ETOP = 299.05'INV. IN = 294.95'INV. OUT = 294.85'EX. MH #9WTOP = 297.37'INV. IN(N) = 292.92'INV. IN(W) = 292.32'INV. OUT = 292.12'EX. MH #9ETOP = 296.97'INV. IN = 292.77'INV. OUT = 292.67'EX. MH #10WTOP = 298.27'INV. IN = 291.85'INV. OUT = 291.75'EX. MH #10ETOP = 296.88'INV. IN = 292.78'INV. OUT = 292.23'EX. MH #11WTOP = 296.63'INV. IN = 291.02'INV. OUT = 290.92'EX. MH #12ETOP = 295.09'INV. IN = 290.94'INV. OUT = 290.84'EX. MH #12WTOP = 296.58'INV. IN = 290.43'INV. OUT = 290.33'EX. MH #13WTOP = 295.75'INV. IN = 289.85'INV. OUT = 289.75'EX. MH #13ETOP = 294.19'INV. IN = 289.99'INV. OUT = 289.89'EX. MH #14WTOP = 295.16'INV. IN = 289.36'INV. OUT = 289.26'EX. MH #14ETOP = 293.96'INV. IN = 289.81'INV. OUT = 289.71'EX. MH #15WTOP = 294.88'INV. IN = 289.09'INV. OUT = 288.99'EX. MH #15ETOP = 293.59'INV. IN = 289.39'INV. OUT = 289.29'EX. MH #16WTOP = 293.79'INV. IN = 288.72'INV. OUT = 288.62'EX. MH #16ETOP = 293.12'INV. IN 288.92'INV OUT = 288.87'EX. MH #17WTOP = 292.54'INV. IN(N) = 288.49'INV. IN(E) = 288.54'INV. OUT = 288.39'EX. MH #17ETOP = 293.04'INV. IN(N) = 288.59'INV. IN(E) = 289.14'INV. OUT = 288.49'EX. MH #18TOP = 294.81'INV. IN(N) = 288.06'INV.. IN(E) = 289.09'INV. OUT(S) = 287.96'EX. MH #19TOP = 294.49'INV. IN = 286.69'INV. OUT = 286.59'EX. MH #20TOP = 293.92'INV. IN = 286.12'INV. OUT = 286.02'EX. MH #21TOP = 293.67'INV. IN = 285.32'INV. OUT = 285.22'EX. MH #22TOP = 292.07'INV. IN = 284.82'INV. OUT = 284.72'EX. MH #23TOP = 291.06'INV. IN = 284.16'INV. IN = 284.10'INV. OUT = 284.06'EX. MH #24TOP = 290.78'INV. IN = 283.93'INV. OUT = 283.83'EX. MH #25TOP = 289.82'INV. IN = 283.02'INV. OUT = 282.92'EX. MH #26TOP = 288.66'INV. IN = 281.86'INV. OUT = 281.76'EX. MH #27TOP = 287.44'INV. IN = 281.04'INV. OUT = 280.94'EX. MH #28TOP = 286.56'INV. IN = 280.04'INV. OUT = 279.94'EX. MH #29TOP = 285.85'INV. IN(N) = 279.40'INV. IN(E) = 279.45'INV. OUT(S) = 279.30'EX. MH #31TOP = 287.97'INV. IN(N) = 278.42'INV. OUT(S) = 278.32'EX. MH #30TOP = 284.15'INV. IN = 278.70'INV. OUT = 278.60'12345678910111213141516171819202122232425262729303132333435363738394041424328FRANKLIN COUNTYWAKE COUNTYEX. MH #32TOP = 286.52'INV. IN = 277.74'INV. OUT = UNKNOWNOff-Site Sewer Study for Sanctuary Oaks SubdivisionPipe Data InformationExisting FlowGlen Oaks FlowTotal Basin FlowSSMHNumberPipeSegmentPipeMaterialPipeDiameter(IN)Upper Invert(FT)Lower Invert(FT)Length (FT)Slope(FT/FT)Manning(n)Qfull*(GPM)% FullAllowableAllowableFlow(GPM)ExistingIncomingFlow atNode(GPM)ExistingFlow(GPM)% FullExistingProposedIncoming Flow atNode(Sanctuary OaksBuild Out)(GPM)Proposed TotalFlow(Sanctuary OaksBuild Out)(GPM)Proposed % Full(Sancutary OaksBuild Out)Sanctuary OaksFees-in-lieu /ImprovementsProposedIncoming Flow atNode(Full Basin BuildOut)(GPM)******Proposed TotalFlow(Full Basin BuildOut)(GPM)Proposed TotalFlow(Full Basin BuildOut)(GPM)MH1 - MH21DI8 305.01 304.12 123.86 0.0072 0.013 460.78 50% 230.39 18.00 18.00 3.9%0.0018.003.9%0.0018.003.9%MH2 - MH32DI8 301.97 301.20 179.77 0.0043 0.013 355.75 50% 177.88 0.00 18.00 5.1%0.0018.005.1%0.0018.005.1%MH3 - MH43DI8 301.15 300.60 126.47 0.0043 0.013 358.47 50% 179.23 0.00 18.00 5.0%0.0018.005.0%0.0018.005.0%MH4 - MH54DI8 300.50 299.04 253.83 0.0058 0.013 412.26 50% 206.13 0.00 18.00 4.4%0.0018.004.4%0.0018.004.4%MH5 - MH65DI8 298.94 298.80 97.79 0.0014 0.013 205.67 50% 102.84 0.00 18.00 8.8%0.0018.008.8%0.0018.008.8%MH6 - MH7W6PVC8 298.70 297.20 220.88 0.0068 0.013 447.95 50% 223.98 32.60 50.60 11.3%0.0050.6011.3%0.0050.6011.3%MH7W - MH8W7PVC8 297.10 294.81 265.79 0.0086 0.013 504.56 50% 252.28 0.00 25.30 5.0%0.0025.305.0%0.0025.305.0%MH8W - MH9W**** 8DI8 294.71 292.92 363.97 0.0049 0.013 381.20 50% 190.60 168.50 193.80 50.8%0.00193.8050.8%0.00193.8050.8%MH9W - MH10W 9DI10 292.12 291.85 107.80 0.0025 0.013 493.28 50% 246.64 17.60 211.40 42.9%0.00211.4042.9%0.00211.4042.9%MH10W - MH11W 10DI10 291.75 291.02 207.46 0.0035 0.013 584.68 50% 292.34 0.00 211.40 36.2%0.00211.4036.2%52.09263.4945.1%MH11W - MH12W 11DI10 290.92 290.43 163.66 0.0030 0.013 539.32 50% 269.66 0.00 211.40 39.2%0.00211.4039.2%0.00263.4948.9%MH12W - MH13W12DI10 290.33 289.85 221.68 0.0022 0.013 458.65 50% 229.32 0.00 211.40 46.1%26.04237.4451.8%Fee In Lieu0.00263.4957.4%MH13W - MH14W 13DI10 289.75 289.36 141.66 0.0028 0.013 517.17 50% 258.58 0.00 211.40 40.9%0.00237.4445.9%0.00263.4950.9%MH14W - MH15W14DI10 289.26 289.09 59.37 0.0029 0.013 527.43 50% 263.71 0.00 211.40 40.1%0.00237.4445.0%0.00263.4950.0%MH15W - MH16W 15DI10 288.99 288.72 123.62 0.0022 0.013 460.64 50% 230.32 0.00 211.40 45.9%0.00237.4451.5%Fee In Lieu0.00263.4957.2%MH16W - MH17W** 16PVC15 288.62 288.49 127.55 0.0010 0.013 927.87 50% 463.94 0.00 211.40 22.8%0.00237.4425.6%0.00263.4928.4%MH7W - MH7E17DI10 297.15 295.40 23.07 0.0759 0.013 2714.67 50% 1357.33 0.00 25.30 0.9%0.0025.300.9%0.0025.300.9%MH7E - MH8E*** 18DI10 295.26 294.95 252.73 0.0012 0.013 345.20 50% 172.60 69.44 94.74 27.4%0.0094.7427.4%0.0094.7427.4%MH8E - MH9E19DI10 294.85 292.77 350.02 0.0059 0.013 759.81 50% 379.91 0.00 94.74 12.5%0.0094.7412.5%0.0094.7412.5%MH9E - MH10E 20DI10 292.67 292.78 105.29 -0.0010 0.013 #NUM! 50% #NUM! 0.00 94.74 #NUM!0.0094.74#NUM!0.0094.74#NUM!MH10E - MH11E21DI10 292.23 291.54 220.79 0.0031 0.013 551.01 50% 275.50 5.00 99.74 18.1%0.0099.7418.1%0.0099.7418.1%MH11E - MH12E 22DI10 291.44 290.94 153.74 0.0033 0.013 562.10 50% 281.05 0.00 99.74 17.7%0.0099.7417.7%0.0099.7417.7%MH12E - MH13E 23DI10 290.84 289.99 199.49 0.0043 0.013 643.38 50% 321.69 0.00 99.74 15.5%0.0099.7415.5%0.0099.7415.5%MH13E - MH14E24DI10 289.89 289.81 154.96 0.0005 0.013 223.95 50% 111.98 0.00 99.74 44.5%0.0099.7444.5%0.0099.7444.5%MH14E - MH15E 25DI10 289.71 289.39 71.52 0.0045 0.013 659.30 50% 329.65 0.00 99.74 15.1%0.0099.7415.1%0.0099.7415.1%MH15E - MH16E 26DI10 289.29 288.92 129.00 0.0029 0.013 527.87 50% 263.94 0.00 99.74 18.9%0.0099.7418.9%0.0099.7418.9%MH16E - MH17E27DI10 288.87 288.59 112.13 0.0025 0.013 492.54 50% 246.27 0.00 99.74 20.3%0.0099.7420.3%0.0099.7420.3%MH17E - MH17W28DI10 288.49 288.54 23.12 -0.0022 0.013 #NUM! 50% #NUM! 0.00 99.74 #NUM!0.0099.74#NUM!0.0099.74#NUM!MH17W - MH18 29DI10 288.39 288.06 82.88 0.0040 0.013 621.95 50% 310.97 8.00 319.14 51.3%0.00345.1855.5%Fee In Lieu 350.26721.49116.0%MH18 - MH1930DI10 287.96 286.69 347.88 0.0037 0.013 595.54 50% 297.77 5.90 325.04 54.6%0.00351.0859.0%Fee In Lieu0.00727.39122.1%MH19 - MH2031DI10 286.59 286.12 113.37 0.0041 0.013 634.63 50% 317.32 4.20 329.24 51.9%0.00355.2856.0%Fee In Lieu0.00731.59115.3%MH20 - MH2132DI10 286.02 285.32 221.05 0.0032 0.013 554.66 50% 277.33 0.00 329.24 59.4%0.00355.2864.1%Fee In Lieu0.00731.59131.9%MH21 - MH22**33PVC21285.22 284.82 232.04 0.0017 0.013 2960.25 50% 1480.13 2.70 331.94 11.2%0.00357.9812.1%0.00734.2924.8%MH22 - MH2334DI10 284.72 284.16 101.38 0.0055 0.013 732.55 50% 366.28 0.00 331.94 45.3%0.00357.9848.9%0.00734.29100.2%MH23 - MH24*, *****35DI24284.06 283.93 162.20 0.0008 0.013 2881.98 50% 1440.99 46.06 378.00 13.1%0.00404.0414.0%126.30906.6531.5%MH24 - MH25** 36PVC21283.83 283.02 263.05 0.0031 0.013 3956.43 50% 1978.22 0.00 378.00 9.6%0.00404.0410.2%0.00906.6522.9%MH25 - MH2637DI10 282.92 281.86 312.72 0.0034 0.013 573.85 50% 286.92 10.00 388.00 67.6%0.00414.0472.2%Replace87.241003.89174.9%MH26 - MH27** 38PVC21281.76 281.04 280.10 0.0026 0.013 3614.85 50% 1807.42 0.00 388.00 10.7%0.00414.0411.5%0.001003.8927.8%MH27 - MH28** 39PVC21280.94 280.04 303.51 0.0030 0.013 3882.53 50% 1941.27 0.00 388.00 10.0%0.00414.0410.7%0.001003.8925.9%MH28 - MH29** 40PVC21 279.94 279.40 247.93 0.0022 0.013 3327.46 50% 1663.73 42.30 430.30 12.9%0.00456.3413.7%0.001046.1931.4%MH29 - MH30** 41PVC21 279.30 278.70 205.30 0.0029 0.013 3854.44 50% 1927.22 4.30 434.60 11.3%0.00460.6412.0%0.001050.4927.3%MH30 - MH31*42DI20 278.60 278.42 119.46 0.0015 0.013 2429.93 50% 1214.96 0.00 434.60 17.9%0.00460.6419.0%0.001050.4943.2%MH31 - MH32*43DI20 278.32 277.74 71.21 0.0081 0.013 5649.53 50% 2824.76 95.90 530.50 9.4%0.00556.549.9%0.001146.3920.3%*Existing pipe sizes have been updated per assumuption that Everly Subdivision improvements have been made**Existing pipe sizes have been updated per assumuption that Glen Oaks Subdivision improvements have been made***Existing flow accounts for Everly Subdivision total proposed flow****Existing flow accounts for Glen Oaks Subdivision total proposed flow*****Existing flow accounts for Townhomes on Main total proposed flow******Includes Ray property (119.79 GPM at SSMH # MH17W-MH18), Frazier property (230.47 GPM at SSMH # MH17W-MH18), AND 210 undeveloped acres (52.09 at SSMH # MH10W-MH11W, 126.30 at SSMH # MH23-MH24, AND 87.24 at SSMH # MH25-MH26, all based on 3 units/acre)PROP. SANCTUARYOAKS SUBDIVISION
THESE PLANS HAVE BEEN APPROVED FOR CONSTRUCTION BY THE TOWN OFWAKE FOREST.ENGINEERING DEPARTMENTDATEPUBLIC WORKS DEPARTMENTDATEEROSION & SEDIMENT CONTROLDATEFIRE PREVENTIONDATEACCESSIBILITYDATEPLANNING DEPARTMENTDATECITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTDATEURBAN FORESTERDATECALL 48 HOURS BEFOREYOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949DOWNSTREAM SEWERREPLACEMENT PLAN & PROFILEC-20200505025SCALE: 1 INCH = 50 FEETEX. EASEMENTEX. ADJACENT OWNERSEX. PROPERTY LINEEX. CHANNEL/STREAMEX. ROAD CENTERLINEEX. MAJOR CONTOUR (5')EX. MINOR CONTOUR (1')LEGENDEX. RIGHT-OF-WAYEX. STREAM BUFFER360EX. WATER LINEPROP. EASEMENTPROP. SETBACK LINEPROP. RIGHT-OF-WAYPROP. LOT LINESPROP. SANITARY SEWERPROP. WATER LINEPROP. MAJOR CONTOUR (5')PROP. MINOR CONTOUR (1')360PROP. STORM SEWERPROP. LIMIT OF DISTURBANCENOTES1. CONTRACTOR SHALL INSTALL SILT FENCE ALONG ALLDOWNSTREAM PORTIONS OF CONSTRUCTION TO KEEPSEDIMENT FROM LEAVING PROJECT LIMITS.2. CONTRACTOR SHALL INSTALL FILL MATERIAL AS NECESSARYABOVE PROPOSED SANITARY SEWER REPLACEMENT TOENSURE ADEQUATE COVER. MAINTAIN EXISTING DRAINAGEPATTERNS.3. CONTRACTOR SHALL ADJUST AND REPAIR EXISTINGGREENWAY AS NECESSARY FOR SEWER PIPE INSTALLATION.4. CONTRACTOR TO PLUG EXISTING INVERTS AND PROVIDETEMPORARY PUMP AROUND WHILE EXISTING PIPE IS BEINGREPLACED. EXISTING SANITARY SEWER SHALL REMAIN INOPERATION DURING CONSTRUCTION.5. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE AREPRESENTATION OF ALL UTILITIES WITHIN THE PROJECTEXTENT.6. THE CONTRACTOR SHALL CALL THE NORTH CAROLINAONE-CALL-CENTER AT LEAST 48 HOURS PRIOR TO BEGINNINGWORK.7. THE CONTRACTOR SHALL VERIFY DEPTHS AND LOCATIONS OFALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL USECARE WHEN OPERATING AROUND EXISTING UTILITIES.8. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FORTHE REPAIR OF ANY EXISTING UTILITIES DAMAGED DURINGCONSTRUCTION.DOWNSTREAM SEWERREPLACEMENT PROFILE VIEWSTA. 500+00 - END0552.5SCALE: 1 INCH = 5 FEET0505025SCALE: 1 INCH = 50 FEETHORIZONTAL SCALEVERTICAL SCALEPROP. BLOW OFF ASSEMBLYPROP. GATE VALVEPROP. FIRE HYDRANT ASSEMBLYWITH GATE VALVE AND TEEPUBLICWATER DISTRIBUTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE PUBLICSEWER COLLECTION / EXTENSION SYSTEMTHE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSIONOF THE CITY’S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THEMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECTSHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THECITY’S PUBLIC UTILITIES HANDBOOK.CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT PERMIT # AUTHORIZATION TO CONSTRUCT DATE DOWNSTREAM SEWERREPLACEMENT PLAN VIEWSTA. 500+00 - ENDEX. MH-25EX. MH-26100-YEAR FLOOD PLAIN100-YEAR FLOODWAYEX. STREAMBUFFER (TYP.)ATTENTION CONTRACTORSTHE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OFWATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, ISRESPONSIBLE FOR CONTACTING THE PUBLIC UTILITIES DEPARTMENT AT(919) 996-4540 AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OFTHEIR CONSTRUCTION.FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNINGCONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY FINES, ANDREQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOTINSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVEPERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY OFRALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSIONFROM FUTURE WORK IN THE CITY OF RALEIGH.BYPASS PUMPING TABLESUCTION MH DISCHARGE MHQPEAK (GPM)2526370.64BYPASS PUMPING NOTEA BYPASS PLAN SEALED BY A NC PROFESSIONAL ENGINEER MUSTBE SUBMITTED TO PUBLIC UTILITIES PRIOR TO PUMPINGOPERATIONS TO COORDINATE WITH ADMINISTRATIONENGINEERING STAFF. PUMPS SHOULD BE SIZED TO HANDLE THEPEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THELINE OR AREA OF WORK. THE CONTRACTOR SHALL SECUREPUMPS FROM A PUMP SUPPLIER ACCORDING TO THE PROVIDEDFLOW INFORMATION. PUMPING OPERATIONS MUST BEMONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPINGOPERATION BY A QUALIFIED PROFESSIONAL IN ORDER TORESPOND TO PROBLEMS OR FAILURES. 100% REDUNDANCY ISREQUIRED FOR PUMPING OPERATIONS. IN ADDITION, BACK UPPUMPS ARE TO BE CONNECTED TO THE BYPASS FORCE MAIN TOFACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARYPUMPS.EX. 23.6 LF 15"RCP @ 4.7%EX. INV. IN 281.4'EX. INV. OUT 280.3'EX. ASPHALT PATHEX. SEWER ESMT.EX. DRAINAGE ESMT.EX. DRAINAGE ESMT.LOWER PIPE TO PROVIDE MIN.6" SEPARATION BETWEENSEWER AND STORM;PROP. INV IN 280'PROP. INV OUT 279'