20090015 Ver 3_401 Application_20170617

Dewberry v3
TRANSMITTAL
DATE: 6/12/2017 PROJECT #: 50079797
PROJECT NAME: Simmons Branch Drainage Improvements Project — Phase 2
REFERENCE: 401 & Buffer Permitting PCN Submittal
TO: Karen Higgins
NC DWQ-401 & Buffer Permitting Unit
512 North Salisbury Street, 9th floor
Raleigh, NC 27604
PHONE:
CC: David Kiker, File
❑ As per your request
❑ Prints ® Your approval
❑ Under separate cover
® Copies ® Your review and comment
❑ By mail
❑ Reports ❑ Your file/use
® By messenger
❑ Studies ❑ Revision and submission
❑ By pick up
❑ Reproducible ❑ Distribution
❑ By overnight carrier
❑ Product literature
❑ Email
❑ Shop Drawings
As requested
by:
As approved by: As submitted f
Copies:
Date: •-
4
6/12/17
457R Buffer Permitting PCN Submittal Checklist
4
6/12/17
PCN Form
4
USGS map and Soils Map
4
6/12/17
Exhibits — stream impacts, buffer limits, buffer impacts
4
6/12/17
Vicinity map and overall site plan (alternates 1 -3)
4
1/16/09 &
Previous DWQ Approval
7/01/16
4
8/13/09 &
Previous USACE Approval
7/12/16
4
6/30/06
Swift-Pineview Delineation
1
6/12/17 100958
Application Fee, Check # 100958 (Amount: $240.00)
Rix ON"
This is a resubmittal of a permit package from 2009 and 2016. The project has modifications based on having
three (3) alternate designs as noted in the PCN and additional information sheet included. Please feel free to
contact me with any questions or concerns about the permit application and package.
Pamela Kistner, PE 3 @ W M
kistner dewberr
vLL5SD
919.424.3726
JUN 1 2 2017
If enclosures are not as noted, please notify us at once

ads; Dewberry
404 Permitting, 401
Water Quality
Certification & Buffer
Authorization (PCN)
Submittal
City of Raleigh — Simmons Branch Drainage
Improvements Project — Phase 2
SM 2015-0028 Pineview Drive
SM 2015-0027 Swift Drive
Dewberry Project Number: 50079797
June 2017

TABLE OF CONTENTS
Section A 401 & Buffer Permitting PCN Submittal Checklist
Section B Pre -Construction Notification (PCN) Form
Section C USGS and Soils Maps
Section D Exhibits
Section E Existing Conditions Plan, Overall Site Plan & Vicinity Map
T6 — Overall Existing Conditions
T7 —Overall Design (Alt 1)
T7.2 — Overall Design (Alt 2)
T7.3 — Overall Design (Alt 3)
Section F Previous Approval Letters (404 & 401/Buffer)
Section G Swift-Pineview Delineation by Environmental Services, Inc

SECTION A - 401 & BUFFER PERMITTING PCN SUBMITTAL
CHECKLIST

Version 1.4
June 9, 2017
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
,y copies of full size plans along with two copies of 11 X 17 plans)
c Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
r _I 1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://Portal.ncdenr.org/web/Ir/bmD-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://r)ortal.ncdenr.org/web/ir/bmp-manual).
® DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin,.Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
June 9, 2017
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to iurisdictional and non -jurisdictional wetlands,,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
® Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and. non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
June 9, 2017
Wetland Impacts: N/A
Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
® The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways -- Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

SECTION B - PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

O�c� \NA\NAT f;' G
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3&13 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
R1 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑x Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑x No
For the record only for Corps Permit:
❑x Yes ❑x No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yesx❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑x No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes x❑ No
2.
Project Information
2a.
Name of project:
Simmons Branch Drainage Improvement Project - Phase 2
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
Pineview Hills
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Raleigh
3b.
Deed Book and Page No.
N/A - Municipal project
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
P.O. Box 590
3e.
City, state, zip:
Raleigh NC 27602-0590
3f.
Telephone no.:
919-996-3030
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑x Agent ❑ Other, specify:
4b. Name:
Blair Hinkle, PE
4c.
Business name
(if applicable):
City of Raleigh Engineering Services Department - Stormwater Management
4d. Street address:
127 West Hargett Street, 8th Floor
4e.
City, state, zip:
Raleigh NC 27601
4f.
Telephone no.:
919-996-3940
4g.
Fax no.:
4h.
Email address:
Blair. HinkleC raleighnc.gov
5.
Agent/Consultant Information (if applicable)
5a. Name:
Rajaraman Jayakrishnan, PE
5b.
Business name
(if applicable):
Dewberry Engineers Inc
5c.
Street address:
2610 Wycliff Road, Suite 410
5d.
City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919-424-3729
5f.
Fax no..
919-881-9923
5g.
Email address:
rjayakrishnanC&Dewberry.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Simmons Branch Drainage Improvements - Phase 2
1 b.
Site coordinates (in decimal degrees):
ILatitude: 35.7710 Longitude: 78.7080
1 c.
Property size:
4.10 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Simmons Branch
2b, Water Quality Classification of nearest receiving water:
C;NSW
2c.
River basin:
Neuse River
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Stream banks are eroding and existing Swift Drive culvert is failing. Existing Pineview Drive culvert is undersized and driveway bridge is causing a
constriction in flow through the existing fully developed neighborhood.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1434
3d. Explain the purpose of the proposed project:
Culvert maintenance and bank stabilization. Three (3) alternatives for maintenance of existing culvert and approximately 634 LF of stream stabilizatior
3e. Describe the overall project in detail, including the type of equipment to be used:
See attachment for description.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary Q Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Lauren Cobb, Eric Kutz & Thomas Brown
Agency/Consultant Company: Environmental Services Inc.
Other: LISACE, NC DEQ & Dewberry
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The field meeting occurred on October 13, 2006 and the determination was sent on October 17, 2006. The documentation is included in submittal.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Corps Action ID No. 200900064, dated 08/13/09 and 07/12/16 and DWQ Project No. 09-0015, dated 01/16/09 and No. 09-0115 v2, dated 07/01/16
6.
Future Project Plans
6a.
Is this a phased project?
❑x Yes ❑ No
6b. If yes, explain.
Phase 3 is the improvements to White Oak Lake for flood control.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑x Streams — tributaries 0 Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1
Choose one
Choose one
Yes/No
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Simmons Branch
PER
Corps/DWQ
17
18
S2 T
Culvert
Simmons Branch
PER
Corps/DWQ
17
770
S3 T
Driveway Bridge
Simmons Branch
PER
Corps/DWQ
17
20
S4 P
Stabilization
Simmons Branch
PER
Corps/DWQ
17
622
S5 P
Culvert
Simmons Branch
PER
Corps/DWQ
17
4
S6
Choose one
3h. Total stream and tributary impacts
1434
3i. Comments:
The amount of permanent impacts is 22 LF of additional culvert and driveway bridge and is 622 LF of stream stabilization for a total permanent stream
impact of 644 LF (for alternate 1 & 2). The amount of permanent impacts are 18 LF of additional culvert and driveway bridge and is 622 LF of stream
stabilization for a total permanent stream impact of 640 LF (for alternate 3). Construction activities will overlap. See additional Information sheet.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: See additional information sheet attached.
5. Pond or Lake Construction
If Pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑x No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
Q Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Construction
Simmons Branch
No
30184
5799
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
30184
5799
6i. Comments: Buffer impacts cannot be avoided due to the bank stabilization and protection construction. Limited natural buffer currently existing
due to the location of the stream in an existing established residential neighborhood.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Simmons Branch is a highly urbanized stream that is constrained by residential housing on on side and a roadway on the other. The existing culverts
that serves the reach of interest are significantly undersized for the flow needed to convey even a 10 year storm. This area experiences significant
stormwater flows from a developed neighborhood with minimal habitat value and little to no existing natural buffer. See attached sheet for more
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In order to minimize the environmental impacts during construction the existing culvert in Swift Drive culvert will remain in service as much as
possible during each alternative. For alternate 1, the new pipe running parallel to the existing will be installed first and the existing culvert will remain
in service. Once the new pipe is installed and approved, stormwater will be diverted through the new pipe ... See attached sheet for more.
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?
❑ Yesx❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes x No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑x Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Existing stormwater discharges are exempt under 15A NCAC 02B .0233. All of these systems were in
❑ Yes No
place before July 22, 1997, so they are exempt from this requirement.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This is a culvert maintenance & stream bank stabilization project. Existing Conditions show 33.4% impervious surface. The design plans increase
impervious surface by approximately 4%. This is not a new development, but a maintenance project in an established neighborhood. All stormwater
discharges to Simmons Branch are considered existing since they were in place before July 22, 1997and are exempt from the diffuse flow criteria.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑x Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑x No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑x No
2c.
If you answered 'yes" to one or both of the above questions, provide an explanation of the violation(s):
N/A
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered 'yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
N/A
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
www.saw.usace.army.mil?WETLANDS/esa
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
ocean.floridamarine.org/efh—coraliims/viewer.htm
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
❑ Yes 0 No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
www. hpo.dc r, state. n c. us
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA - FIRM Map Number: 3720078300J, panel effective date 5/2/2006
Blair Hinkle, PE
% -
C7
` J
Applicant/Agent's Printed Name
Applican nt's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Additional Information from PCN (June 2017):
B. Project Information and Prior Project History
3e. The project will consist of two culvert replacements or repairs (with 3 alternatives for replacement
and/or repair of culvert under Swift Drive), a driveway bridge replacement, re-routing sanitary sewer,
relocating water services and gas main. Modular reinforced segmental wall and riprap will be used as a
stream stabilization technique and step pools will be utilized downstream of the upgraded culverts.
Equipment will likely include trucks, trailers, backhoes, cranes, concrete trucks, dozers, pavers and pump
systems. It should be noted that the Swift Drive culvert alignment will be improved regardless of option
chosen and that a variance to avoid burying both culverts 1 -ft is being sought.
The alternatives are as follows:
Alternate 1 for Swift Drive Culvert: Rehabilitate the existing culvert under the street and add
another pipe running parallel to the existing to assist in flood control and capacity. Stream tie in
location will be the same and stream banks stabilization will be the same for each alternate.
Alternate 2 for Swift Drive Culvert: The existing culvert will be removed and replaced in the same
location, but the box culvert size will be increased in width (not height). Stream tie in location will
be the same and stream banks stabilization will be the same for each alternate.
Alternate 3 for Swift Drive Culvert: A new culvert will be installed next to the existing culvert
running parallel and once the new culvert is installed, the existing culvert will be removed. Stream
tie in location will be the same and stream banks stabilization will be the same for each alternate.
C. Proposed Impacts Inventory
3i. A variance is requested and was approved in the previous two (2) application packages to avoid
burying both Swift Drive and Pineview Drive culverts that are being replaced. The variance request is due
to the length of the culverts, utility conflicts and relocations and the potential to encountering bedrock
during construction. Additonal information about the requested variance can be provided upon request.
Stream determination was determined on October 13, 2006 and issued in letter NBRRO 06-258. All
previous approvals / determination have been included with this submission.
4g. An environmental investigation performed by ESI indicated that no wetlands were present and the 4
tributaries to Simmons Branch would not be subject to buffer rules while Simmons Branch would be
subject to buffer rules. It was further determined that no mitigation would be required due to the current
state of the stream and the proposed project being considered maintenance. This was decided at a field
meeting on Friday October 13, 2006. DWQ issued a finding on October 17, 2006 that confirmed this
conclusion. DWQ project number NBRRO 06-258 (County: Wake). A copy of the determination from
DWQ has been included with this submission.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. The residential neighborhood in which the stream is located floods on a regular basis. The Swift
Drive culvert is currently failing. The stream banks are currently unstable and eroding at several locations
and contributing to sediment load downstream. Utility conflicts exist within the open channel and existing
culverts. Through an evaluation of alternative design scenarios it became apparent to the City of Raleigh
that they would need to replace and upgrade the existing culverts and the downstream driveway bridge in
order to maintain the conveyance of this stormwater system. During the design for replacement of
structures it was determined that in order to stabilize the banks with residential houses so close on one
side and a roadway close on the other side that reinforced modular walls would be needed. Several

existing utility conflicts were also noted and the proposed design minimizes proposed utility conflicts with
the stormwater system.
The proposed drainage system repair/replacement and improvement will mimic the existing drainage
system in terms of location of open channel, bridges and culverts. Drainage calculations show velocities
approaching 10 to 12 feet per second in the open channel for the 2- and 10 -year flood events
respectively. Shear stresses for this reach exceed the permissible velocities for a natural open channel
and therefore the project is proposing to line several open channel sections with rip -rap and construct four
plunge pools. Due to property owner and roadway ROW constraints, redesigning the channel to include
floodplain benches was not a viable alternative to reduce channel velocities and shear stresses.
1 b. ...while the existing pipe is repaired. For alternate 2, a pump around will be needed during the
demolition of the existing culvert and construction of the new culvert. For alternate 3, the existing culvert
will remain in service during the construction of the new culvert. One the new culvert is installed and
approved, stormwater will go through this culvert while demolition of the existing culvert takes place.
Small areas of pump around may be necessary where there are utility conflicts or limited construction
areas.
A pump around will be used during the Pineview Drive culvert replacement and the downstream
driveway bridge replacement. The pump around technique will insure that all construction is performed in
the dry and that no construction materials are introduced the flowing body of water. Due to the current
flooding issues of the neighborhood, risk to public safety, and the close proximity to the roadway, the
impacts of the project are considered justifiable by the City of Raleigh and are thought to be a necessary
maintenance project for their stormwater conveyance system.
Depending on the alternate (1 or 3) built, the contractor will be able to work in the dry for approximately
66% of the 15 month construction time period. This will allow the base and storm flows to pass through
the existing 8'x5' RCBC and avoid major damage to the construction work zone (delays to the project)
and unnecessary channel bank erosion. In addition, the proposed plans call out a pump around for
those sections of the drainage system that cannot be constructed in the dry.

SECTION C - USGS AND SOILS MAPS

1� 5WT
I
Stat
_ I ort`. c
?� +
Westntv�e _
�� "l I¢ Qa ! a i 772
ow',.
$ch ■ u , ,�� rSubs
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if
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=fi—
entwoodt/
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Sam �� ;c� F l I —
Kaplan Limits of Swift • `
a ° - Drive Project
—�/ ` wry. .-1 +V •T-- .A ` � — ••
A. 8M 398
Limits of Pineview -
�l Drive Project
jy
4
CR
I
.. t
J O h 'n 0; o � /�; p . L-, � P_ NORTH C
.ass to=�a
,\ \ •��r�_ r j � l� VIII p�k / � � ! !'if -- ___ ��
-- Project Limits
^0� 2000
Feet
finch equals 2,000 feet
Source USGS Digital Raster Graphics, 1 .F -
Raleigh West Quadrangle, 1999
Disclaimer Inforrnatlon represented on this map was
derived from secondary date sources and is to be used for • , .� f �� I
poneral planning purposes only. N—manses or- A `, -•
nepresentw—s of accuracy are expressed or imphed. - G 76 � � N'' ' fl —_ �_+_ 11 • g<p 1 f
II • .�2L
C:1ES112006100N-ation dwp, 629!,200(31:36.06 PM

GeC2
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%�: \ ??.. - - Ce62 ✓ sSq �. tjJ� ..q r't /� 4F4
/ // f4�t � ..C$CZ '�t `� F"� ] � y+' 3; �4� � # • � •��•�`t r_ n K` r} �y� i e :.
ri rlla 3 r I ,I t t
\..•t
/J
gzg
Limits of Swift ;`t C B
Drive Project
erv� Limits of Pineview '�'4y�_� •+ �� { ^^WWY y;, �. a'
Drive Project��.
�w e .•'� r�,y >� � moi. x
%� 4•rr ; ' V,�� A c+t ;ny , G�r-�. /�'•>' # t.� `�'?!' •r Y � t''r CeB2� ' 1. Nom. ''
} s r:. 4"a.,: its r' /nrp 1. ria b C2
r
-- Project Limits
D NRCS Soil Boundary
Soil Mapping Units
Hydric Soils s'
Cm Chewacla soils
Non -hydric Soils
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes *-£
6;+
0 500 loop "'.yy•• t
Feet
Source: NRCS Sal Survey of `
Wake county, 1970.
Llrsclaimer Inlormatpn represented on This map was y
li--d from secondary data sources —d Is to be used for ..
general plannipurposes only. No warranties or f
representations of accuracy are -p--1 l ,' nFl ed / 7
♦
g6 xy�+ ABS
CS 'r.� `5s 114'. ♦ a+k 43� `I
t •r Ct1 � r ��-i��,' �'
t (;+ i; �'� _`ice • .�. t . #� �.. ♦ �,.
ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC.
524 S New Hope Road Swift Drive and Pineview Drive Date: Jun 2006
Raleigh.North Carolina 27810 0
9Culvert Replacements Drwn/Chkd: AJS/LC
(1)1
(0,0)2,212- 780 2-,707 Fax Raleiqh, Wake County, North Carolina
edsV006�D02loiln crit, 06/20/06 4'3. YM

SECTION D - EXHIBITS

,
AW4
. ...,, -...-
A `
t Pineview Drive Culvert Exhibit b it A- Proposed roposed Stream Impacts (.
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e
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--- Proposed Drainage Replacement AIt1
4
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,
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----- ExistingProperty♦`g,. �,
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SEE CHART ON PAGE 4 OF PCN

Pineview Drive Culvert Exhibit A - Proposed Stream Impacts AIt2
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SEE CHART ON PAGE 4 OF PCN

--
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Exhibit A -(Alt3)�s
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---- Proposed_Drainage_Replacement_Alt3 Aa# .
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SEE CHART ON PAGE 4 OF PCN

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SECTION E - EXISTING CONDITIONS PLAN, OVERALL SITE PLAN
& VICINITY MAP

/ JUUEN AYRDIES
A%2 P
ti.tAw B 99'
TRUSTEE
\
THE OCAMARY
C.LEVWM
UST
REVOCABLE mUSf _
IE;
MNOUrr S Ir WrlAW� IanH
OENEN MOa/M e'IA.I W^^G.aU.as.EsD
I'R ^`
AND WIFE AND \'
WIFE A" rNs
IPEYR^� WR��Am"ROSflMRVERHOENEN WARREN BAIRD GERIC
Y1DUIEM 06
D GEORGE AND WIFE AND WIAN WIFE
JUDWINAND
GRAHAM GNL B OEYRH KAY
MET T.
1.11 PECCI
' e " PATRICK'N. ID'MAM I �: 'S* nw1lFOXrn
RAYMOND k FIDRENCE VICKERY°�
r Ina ^ Ir j\ ` *. ,s' " § w a*y- ps"x CHRISTOPHER 'SH
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s
^"4t' b� x.
- ,DR.ALLEN
SWIFT i%�I... KI ENLYER ALLEN
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:r oR.�aae. eo_ JASON DOSSMY k LISA GOULDIE -
5� \ ,se, nluv,Ev oa EL1WN R TNBWLT DEM B. NAHLER MICHAEL S. CLARK
\ \
AN
WIFE KENNETi 0. MEDLIN AND AND '
MELISSA R THIBAULT ANO WIFE SUSHI E KANLER COURTNEY D. CLARK \
CRAIG A. &=0LOMEW 9 G� BREM DIYAYNE ELLER JONA P. MEDUN aIa r
AN WIFE \ AND WIFE ROBERT J HARVEY
MELISSA o.gBM010lDMEW n�, s.n on. E11LtB 70N EVER STMLEY BOGMEY n,s mn on. s'.. ^r o, r Im ro s T
KIMBERLY CURRY EVANS
�. e� aarNaY
reF-4 1
.a eKvn� DANIEL CMR,. TRUSTEE /J14
ROBERT J. SOTAN " \ FERNAIDO H MACALIANES n, AND
AND WIFE JOHN THOMAS PENN ANNE LDPEZ CABRAL, TRUSTEE
HEE SOOK SONG \ sry �n ox AND WIFE
PATTIE W. PENN '• ^ tmrw /
.rillfaii��
,so. nxlVnv on A nos rn oa.
I /
a "I
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FOR REVIEW ONLY
W NOT USE FUR COXSIRUCTXIN
60 0 30 60 120
1 INCH = 60 FEET
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Al Com4uclion melt M I, amort — .i1N o11 L -d. Stut.. and
F. ml RWq and R",I,ti...
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PUBLIC UTILITIES
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DATE: JUN 2017
DRAWN BY: JEW
CHECKED BY: PLC
REVISIONS
N0. I DATE
SCALE
1 "=60'
PROJECT
50079707
T6

/ JULIEN AYROL6
PT #m SARAH KOCHER
NAL SEE
N r�spss.rs e�aeR,re..�
E 20B871A 1L /
\ELE1d0lOM-J' 90'
ARNOLDUS A VERHOENEN
AN
E117ABETH GYRO ROSEMARIE VERHOENEN
\ �o�
RAYMOND RENCE FLONCKERf
i fam A, y
er
DMA q�MjLLS _ im—_
CRAIG A. BARE OLOMEW
AND WIFE
MEUSSA P. BARTHOLOMEW -
svv omn+nr ve �Y
ROBERT J. SOTAK
ANO WIFE
H% SOOK SONG
MARY C. 7E=6, \ \
TRUSTEE OF
THE MARY C. LEVINGS
REVOUIBI_L TRUST \ \
MI)IRA
BYRON BARD AND WIFE
WARREN BARO GINA BROWNp GUEDIRA \ GE: K. GRAHMI RICHARD S. WART
EDWARD JAM6 DUNPHY QQ DANIEL M. POSEY
yrw wine \ AND WIFE GEORGE V. PECCI AND WIFE 7 AND WIFE AND WIFE
�sf \ JUDfTH 1G1Y DUNPHY AND WIFE RAI NA S. GRAHAM KAREN ROYCE WAR GAIL B. POSEY
®ear JANET T. PECCI .... 'a
PATRICd FT"N
a v-
cHRISfOPHER $HELOW
ow _� GAIsRIE� � ELOW
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GHREOPPA
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earsu DEVIN B. KAHLER MK:HAEL S. CLARK
KENNETH 0. MEDLIN AND ANO
AND WIFE SUSAN E. KAHLER COURTNEY D. CLARK
BRENT DWAYNE ELLER JONA P. MEDUN^
AND MEE , stet .�, ue ROBERT J. HARVEY \
UlZABEIH SHELTON ELLER KIMBERLY CURRY–FANS
IN » n"' v^ a aw
s1}1 stn '^. STANLEY BOGANEY s. s s.in on scoe s« iv � a
FERNANDO ; MA"ES DANIEL CABRAL, TRUSTEE
AND
JOHN THOM%5 PENN MINE LOPEZ CABRAL, TRUSTEE
.1
�ims AND WIFE
ne PATTIE W.
PENN
rs
nos nn v^ /
60 0 30 60 120
1 INCH = 60 FEET
FOR REVIEW ONLY I CITY OF RALEIGH – PLANS AUTHORIZED FOR CONSTRUCTION
UO-MUBE PTR CAR3IRUCWON I
Al C-e—i- mast a in . ,donee .itn .II L000l, St.t., and
Federal R,Im and Reegvl.tion.
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SECTION F - PREVIOUS APPROVAL LETTERS (404 & 401 /BUFFER)

0�0F W A TF9QG Beverly Eaves Perdue, Governor
7 Dee Freeman, Secretary
COW
r— North Carolina Department of Environment and Natural Resources
`C Coleen H. Sullins, Director
Division of Water Quality
January 16, 2009
E0U/ G 0,"DW- Project # 09-0015
Wake County
Mr. Carl Dawson
City of Raleigh — Public Works Department -- _
222 West Hargett Street
Raleigh, NC 27602-0590
Subject Property: City of Raleigh Swift Drive/Pineview Drive Culvert Project
Simmons Branch [030402,27-34-2, C, NSW]
Approval ol'401 Water Quality Certifieation and Authoriza&-n--Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 1,810 linear feet perennial stream, and 25,190 square feet of Zone 1 Neuse
River basin protected riparian buffers and 4,203 square feet of Zone 2 Neuse River basin protected
riparian buffers, as described in your application dated December 19, 2008, and received by the Division
of Water Quality (DWQ) on January 2, 2009, to construct the proposed culvert repair and stream
stabilization project at the site. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3687 (GC3687) and 3689 (GC3689). The
Certification(s) allows you to use Nationwide Permit(s) NW3 and NW 13, respectively, when issued by
the US Army Corps of Engineers (USAGE). In addition, you should obtain or otherwise comply with any
other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, and Non -discharge regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
IY°pnc
thCarona
401 Oversight/Express Review Permitting Unit utas ly
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Intemet httn://l12o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

City of Raleigh — Public Works Department
Page 2 of 3
January 16, 2009
Type of Impact
Amount Approved Units
Plan Location or Reference
Stream - perennial
1,810 linear feet)
PCN page 9 of 13
Buffers Zone 1
25,190 (square ft.
PCN page 12 of 13
Buffers Zone 2
4,203 (square ft.)
PCN page 12 of 13
2. No Waste, Spoil, Solids, or Fill of Any Kind
T._
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre -Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and down stream of the above stfuctures. All sediment and erosion control
devices shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project;
5. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re -concentrate before discharging into
the stream as identified within 15A NCAC 2B .0233(5).
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;

City of Raleigh — Public Works Department
Page 3 of 3
January 16, 2009
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask Tor a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Ze
ly,
H. Sullins
CHS/gym
Enclosures: GC3687 and GC3689
Certificate of Completion
cc: Lauren Witherspoon, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Matt Matthews, DWQ Wetlands and Stormwater Branch Manager
Cameron Long, Dewberry, 2301 Rexwoods Drive, Suite 200, Raleigh, NC 27607-3366
Filename: 090015CORaleighSwiftDrivePineviewDriveCulvenProject(Wake)401 _NBR

U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action ID. 200900064 County: Wake
USGS Quad: Raleigh West, NC
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner / Authorized Agent: City of Raleigh, Public Works Department
Address: Attn: Carl R. Dawson, Jr PE
PO Box 590
Raleigh, NC 27602
Telephone No.: 919-996-3030
Size and location of property (water body, road name/number, town, etc.): The Swift Drive and Pineview Drive
Culvert Replacement site is approximately 3 7 acres of land located along Simmons Branch starting
approximately 1,200 feet northeast of the intersection of I-440 and Athens Drive in Raleigh, Wake County, North
Carolina.
Description of projects area and activity: This authorization is for the replacement and up -grade of two existing
culverts and a driveway bridge that will result in the permanent impact to 151f of stream and the permanent
impact to 1,025 if of stream channel due to stabilization. This authorization additionally allows the culverts to be
exempt from the condition that requires culverts greater than 48" in diameter to be buried to 1' This exemption
4100
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)1=
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 3 and 13
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Crystal Amschler.
Corps Regulatory Official Date: 08/13/2009
Expiration Date of Verification: 8/13/2011
Page 1 of 3

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.coin/ to complete the survey
online.
Page 2 of 3

Determination of Jurisdiction:
❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area.
This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section
404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: Streams were identified utilizine ordinary high water mark as identified in the field.
Appeals Information (This information applies only to approved jurisdictional determinations.)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved jurisdictional
determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification of Appeal Process
(NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA
form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Jean Manuele, Field Office Chief,
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 10/14/2009.
**It is not necessary to submit an RFA form to the Distri t Office if do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date 08/13/2009
Expiration Date 8/13/2014
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Dewberry
Attn: Cameron Long, PE
2301 Rexwoods Drive, Suite 200
Raleigh, NC 27607
919-881-9939
Page 3 of 3

Action ID Number:200900064 County:Wake
Permittee: City of Raleigh, Public Works Department
Date Verification Issued: 8/13/2009
Project Manager: Crystal Amschler
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
RALEIGH REGULATORY FIELD OFFICE
3331 HERITAGE TRADE DRIVE, SUITE 105
WAKE FOREST, NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND TROCESS AND
REQUEST FOR APPEAL,
Applicant: City of Raleigh, Public Works File Number: 200900064 Date: 8/13/2009
Department
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
permission)
PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I'- The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at hLtp://ivww.usa'ce.army.mil/inet/fiinctions/ew/ceewo/reiz or
Corps regulations at 33 CFR Part 331,
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
pen -nit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section tI of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this fonn and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
I• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
I• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
Iinformation for further consideration by the Corps to reevaluate the JD.
SECTION 11- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
Ithis form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
Ireview officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINI'kOF CONTACT" FO UESTIOI�TS,.OR Ii�iFOR1tiIATIONn . fFdk' n
If you have questions regarding this decision
If you only have questions regarding the appeal process you
and/or the appeal process you may contact:
may also contact:
Crystal Amschler
Ms. Jean Manuele
Raleigh Regulatory Field Office
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Wake Forest, NC 27587
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Jean Manuele, Project Manager, Raleigh
Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia
30303-8801

WaterResources
1 IROMM04TAL QUALITY
July 1, 2016
City of Raleigh — Public Works Dept.
Attn: Blair Hinkle
127 W. Hargett St., 8th FI.
Raleigh, NC 27601
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
DWR #09-0015 v2
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B.0233) WITH ADDITIONAL CONDITIONS
Simmons Branch Drainage Project Phase 2
Dear Mr. Hinkle:
You have our approval for the impacts listed below for the purpose described in your
application dated June 13, 2016 and received by the Division of Water Resources (Division) on
June 15, 2016. These impacts are covered by the attached Water Quality General Certification
Numbers 3883 and 3885 and the conditions listed below. This certification is associated with
the use of Nationwide Permit Numbers 3 and 13 once they are issued to you by the U.S. Army
Corps of Engineers. Please note that you should get any other federal, state or local permits
before proceeding with your project, including those required by (but not limited to) Sediment
and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This 401 Water
Quality Certification and Authorization Certificate for DWR #09-0015 v2 replace the 401
Water Quality Certification and Authorization Certificate for DWR #09-0015 dated January 16,
2009.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts. [15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8))
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.nedenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609Fax: [phone]

Simmons Branch Drainage Project Ph. 2
DWR #09-0015 Q
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Stream
15 (linear feet)
763 (linear feet)
Culvert
Stream
1 (linear feet)
21 (linear feet)
Driveway Bridge
Stream
634 (linear feet)
0 (linear feet)
Stabilization
Buffers —Zone 1
0 (square feet)
30,184 (square feet)
Construction
Buffers — Zone 2
0 (square feet)
5,799 (square feet)
Construction
2. Placement of Culverts and Other Structures in Waters
Condition #8 of Water Quality Certification Number 3883 is not a requirement for this
project as a result of site constraints.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
4. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H.0500. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC
02H.0507 (c)]
5. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and

Simmons Branch Drainage Project Ph. 2
DWR #09-0015 v2
401 AND BUFFER APPROVAL
Page 3 of 4
Buffer Authorization. If you change your project, you must notify the Division and you may
be required to submit a new application package with the appropriate fee. If the property is
sold, the new owner must be given a copy of this approval letter and General Certification
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
6. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http:/Iwww.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail If sending via delivery service
via the US Postal Service: (e.g. UPS, FedEx):

Karen Higgins
NC DENR-DWR-401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Simmons Branch Drainage Project Ph. 2
DWR #09-0015 Q
401 AND BUFFER APPROVAL
Page 4 of 4
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri
Smith at 919-791-4251 or [e-mail] if you have any questions or concerns.
Si111�
D
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3883 & 3885
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
Cameron Long; Dewberry Engineers, Inc.; 2610 Wycliff Rd., Ste. 410; Raleigh, NC 27607
DWR RRO 401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit

Water Quality Certification No. 3883
8. Placement of Culverts and Other Structures in Waters and Wetlands
Culverts required for this project shall be designed and installed in such a manner that the
original stream profiles are not altered and allow for aquatic life movement during low flows.
Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal
Profile) must be maintained above and below locations of each culvert.
Placement of culverts and other structures in waters and streams must be below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches
and 20 percent of the culvert diameter for culverts having a diameter less than or equal to 48
inches, to allow low flow passage of water and aquatic life.
When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/ connectivity has been provided when possible (rock ladders,
crossvanes, etc). Notification to the Division including supporting documentation to include a
location map of the culvert, culvert profile drawings, and slope calculations shall be provided
to the Division 60 days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that there
is sufficient documentation of the presence of bedrock. Notification to the Division including
supporting documentation such as, but not limited to, a location reap of the culvert,
geotechnical reports, photographs, etc shall be provided to the Division a minimum of 60
days prior to the installation of the culvert. If bedrock is discovered during construction, then
the Division shall be notified by phone or email within 24 hours of discovery.
If other site-specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application submittal
to, and written approval by, the Division of Water Quality, regardless of the total impacts to
streams or wetlands from the project.
Installation of culverts in wetlands must ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. Additionally, when
roadways, causeways, or other fill projects are constructed across FEMA -designated
floodways or wetlands, openings such as culverts or bridges must be provided to maintain
the natural hydrology of the system as well as prevent constriction of the floodway that may
result in destabilization of streams or wetlands.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of riprap or other bank hardening
methods.
9. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills.
10. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Riprap
Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design
and construction specified in 15A NCAC 07H 1405.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR U.S. ARMY CORPS OF
ENGINEERS NATIONWIDE PERMIT NUMBERS: 3 (MAINTENANCE).
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
Water Quality Certification Number 3883 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality (DWQ) Regulations in 15 NCAC 02H .0500 and 15 NCAC 02B .0200 for
the discharge of fill material to waters and wetland areas which are waters of the United States as
described in 33 CFR 330 Appendix A (B) (3, 4, 5, 6, 7, 19, 20, 22, 25, 30, 32, and 36) and
Regional Permits 197800056 and 19780125 and for the Riparian Area Protection Rules (Buffer
Rules) in 15A NCAC 02B.0200,
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division' ):
a. Impacts equal to or greater than 40 linear feet of additional permanent stream impact
(including stream relocations) at an existing stream impact location; or
b. Temporary or permanent impacts equal to or greater than one-tenth (1/10) of an acre of
wetlands; or
c. Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B.0200); or
d. Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT" from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Activities Included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Conditions of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
Conditions of Certification:
1. No impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
2. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS -1, WS -I1, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 048 .0124, Design Standards in Sensitive Watersheds.
3. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
4. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self-monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
htt�:/Pportal.ncdenr.orq/web/wo/wstsu/ncrdessw#tab-w .
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
5. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
7. Riparian Area Protection Rules (Suffer Rules)
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259,
.0243, .0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. All buffer rule requirements, including diffuse
flow requirements, must be met.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
11. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site -appropriate means (grassed swales, pre-
formed scour holes, vegetated buffers, etc.) before entering the stream. Please refer to the
most current version of Stormwater Best Management Practices. Exceptions to this condition
require tkmtten approvel by the Division.
12. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation pian must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
13. All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, pian form pattern, and longitudinal bed and bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion_
14. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in
the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
or cause dis-equilibrium during use of this General Certification.
15. Any riprap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area.
16. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to
be carried off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
17. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
18. If an environmental document is required under the National or State Environmental Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
19. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
20. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
21. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification,
22. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
23. Additional site-specific conditions, including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
24. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Water Quality Certification No. 3883

Water Quality Certification No. 3883
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
By
Charles Wakild, P. E.
Director
History Note. Water Quality Certification (WQC) Number 3883 issued March 19, 2012 replaces
WQC Number 3687 issued November 1, 2007; WQC Number 3624 issued March 19, 2007; WQC
Number 3494 issued December 31, 2004; and WQC Number 3376 issued March 18, 2002. This
General Certification is rescinded when the Corps of Engineers reauthorizes any of the
corresponding Nationwide and/or Regional General Permits or when deemed appropriate by the
Director of the Division of Water Quality.
Water Quality Certification No. 3883

Water Quality Certification No. 3885
GENERAL CERTIFICATION FOR STREAM RESTORATION ENHANCEMENT AND
AND
27 (WETLAND AND RIPARIAN RESTORATION AND CREATION),
AND REGIONAL PERMIT 197800080 (BULKHEADS AND RIPRAP)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
Water Quality Certification Number 3885 is issued in conformity with the requirements of Section
401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina
Division of Water Quality Regulations in 15A NCAC 02H .0500 and 15A NCAC 026 .0200 for the
discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13 and 27) and
Regional Permit 197800080 and for the Riparian Area Protection Rules (Buffer Rules) in 15A
NCAC 02B.0200.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and
95-217 if conducted in accordance with the conditions hereinafter set forth.
Activities meeting any one (1) of the following thresholds or circumstances require written
approval for a 401 Water Quality Certification from the Division of Water Quality (the
"Division' ):
a) All proposed fill or modification of wetlands and/or waters, including streams and
streambanks, regardless of the purpose of the restoration, enhancement, stabilization, or
creation activity, except for single and independent projects involving in -stream structures
for the sole purpose of streambank stabilization, which are designed based on current
natural channel techniques, and do not exceed a total of three structures within 100 feet
or less of streambank; or
b) Any stream relocation; or
c) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection
which utilize non -natural armoring such as riprap, gabion baskets, deflection walls etc of
greater than 150 feet in streambank length; or
d) Bank Stabilization projects qualifying for Nationwide Permit 13 for erosion protection
which utilize natural streambank sloping, vegetation, and other natural channel protection
techniques of greater than 500 feet of streambank length; or
e) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of DWQ Wetland Rules (15A NCAC 02H.0500), Isolated Wetland Rules (15A NCAC 02H
.1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC
02B.0200); or
f) Any impacts to streams and/or buffers in the Neuse, Tar -Pamlico, or Catawba River
Basins or in the Randleman, Jordan or Goose Creek Watersheds (or any other basin or
watershed with Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless the activities are listed as "EXEMPT' from these rules or a Buffer
Authorization Certificate is issued through N.C. Division of Coastal Management (DCM)
delegation for "ALLOWABLE" activities.
In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. If a project also requires a
CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the
two fees.
Water Quality Certification No. 3885

Water Quality Certification No. 3885
Activities included in this General Certification that do not meet one of the thresholds
listed above do not require written approval from the Division as long as they comply with
the Condition&of Certification listed below. If any of these Conditions cannot be met, then
written approval from the Division is required.
Conditions of Certification. -
1 .
ertification:1. Activities shall meet the definitions, design, and monitoring protocols specified within the US
Army Corps of Engineers Wilmington District Regulatory Guidance Letter (RGL02-02) and
the Stream Mitigation Guidelines (April 2003) or any subsequent updates to these
documents.
2. No Impacts Beyond those Authorized in the Written Approval or Beyond the Threshold of Use
of this Certification
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification, as
authorized in the written approval from the Division or beyond the thresholds established for
use of this Certification without written authorization, including incidental impacts. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices shall be performed so that no
violations of state water quality standards, statutes, or rules occur. Approved plans and
specifications for this project are incorporated by reference and are enforceable parts of this
permit.
3. Standard Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices and if applicable, comply with the specific conditions and
requirements of the NPDES Construction Stormwater Permit issued to the site:
a. Design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal or exceed the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
c. Reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act and the
Mining Act of 1971.
d. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs),
SA, WS -I, WS -II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the
sedimentation and erosion control designs must comply with the requirements set forth
in 15A NCAC 04B.0124, Design Standards in Sensitive Watersheds.
Water Quality Certification No. 3885

Water Quality Certification No. 3885
4. No Sediment and Erosion Control Measures in Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters.
Exceptions to this condition require application submittal to and written approval by the
Division. If placement of sediment and erosion control devices in wetlands and :eaters is
unavoidable, then design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands, stream beds, or banks,
adjacent to or upstream and downstream of the above structures. All sediment and erosion
control devices shall be removed and the natural grade restored within two (2) months of the
date that the Division of Land Resources (DLR) or locally delegated program has released
the specific area within the project.
5. Construction Stormwater Permit NCG010000
An NPDES Construction Stormwater Permit is required for construction projects that disturb
one (1) or more acres of land. This Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated in the conditions of the permit. If your project
is covered by this permit, full compliance with permit conditions including the erosion &
sedimentation control plan, inspections and maintenance, self-monitoring, record keeping
and reporting requirements is required. A copy of the general permit (NCG010000),
inspection log sheets, and other information may be found at
http://Portal.ncdenr.org/web/wq/ws/su/nOessw#tab-w .
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent version
of their individual NPDES (NCS000250) stormwater permit.
6. Construction Moratoriums and Coordination
If activities must occur during periods of high biological activity (i.e. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of other
state or federal agencies and coordinated with these activities.
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) to lessen impacts on trout, anadromous
fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be
implemented. Exceptions to this condition require written approval by the resource agency
responsible for the given moratorium.
Work within the twenty-five (25) designated trout counties or identified state or federal
endangered or threatened species habitat shall be coordinated with the appropriate WRC,
USFWS, NMFS, and/or DMF personnel.
7. Work in the Dry
All work in or adjacent to stream waters shall be conducted so that the flowing stream does
not come in contact with the disturbed area. Approved best management practices from the
most current version of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application submittal to and written approval by the
Division.
Water Quality Certification No. 3885

Water Quality Certification No. 3885
8. Riparian Area Protection (Buffer) Rules
Activities located in the protected riparian areas (whether jurisdictional wetlands or not),
within the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman, Jordan, or
Goose Creek Watersheds (or any other basin or watershed with buffer rules) shall be limited
to "uses" identified within and constructed in accordance with 15A NCAC 02B .0233, .0259,
.0243, 0250, .0267 and .0605, and shall be located, designed, constructed, and maintained
to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Ail buffer rule requirements, including diffuse
flow requirements, must be met.
9. If concrete is used during the construction, then all necessary measures shall be taken to
prevent direct contact between uncured or curing concrete and waters of the state. Water
that inadvertently contacts uncured concrete shall not be discharged to waters of the state
due to the potential for elevated pH and possible aquatic life/ fish kills.
10. All temporary fill and culverts shall be removed and the impacted area returned to natural
conditions within 60 days of the determination that the temporary impact is no longer
necessary. The impacted areas shall be restored to original grade, including each stream's
original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile,
and the various sites shall be stabilized with natural woody vegetation (except for the
approved maintenance areas) and restored to prevent erosion.
11. All temporary pipes/ culverts/ riprap pads etc, shall be installed in all streams as outlined in
the most recent edition of the North Carolina Sediment and Erosion Control Planning and
Design Manual or the North Carolina Surface Mining Manual so as not to restrict stream flow
or cause dis-equilibrium during use of this General Certification.
12. Any r prap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall buried and/or "keyed in" such that the original stream
elevation and streambank contours are restored and maintained. Placement of rip -rap or
other approved materials shall not result in de -stabilization of the stream bed or banks
upstream or downstream of the area.
13. Any rip -rap used for stream stabilization shall be of a size and density so as not to be able to
be carried off by wave, current action, or stream flows and consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed
except in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
14. A one-time application of fertilizer to re-establish vegetation is allowed in disturbed areas
including riparian buffers, but is restricted to no closer than 10 feet from top of bank of
streams. Any fertilizer application must comply with all other Federal, State and Local
regulations.
15. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Riprap
Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
Water Quality Certification No. 3885 4

Water Quality Certification No. 3885
16. Compensatory Mitigation
In accordance with 15A NCAC 02H .0506 (h), compensatory mitigation may be required for
losses of equal to or greater than 150 linear feet of streams (intermittent and perennial)
and/or equal to or greater than one (1) acre of wetlands. For linear public transportation
projects, impacts equal to or exceeding 150 linear feet per stream shall require mitigation.
Buffer mitigation may be required for any project with Buffer Rules in effect at the time of
application for activities classified as "Allowable with Mitigation" or "Prohibited" within the
Table of Uses.
A determination of buffer, wetland, and stream mitigation requirements shall be made for any
General Water Quality Certification for this Nationwide and/or Regional General Permit.
Design and monitoring protocols shall follow the US Army Corps of Engineers Wilmington
District Stream Mitigation Guidelines (April 2003) or its subsequent updates. Compensatory
mitigation plans shall be submitted to the Division for written approval as required in those
protocols. The mitigation plan must be implemented and/or constructed before any impacts
occur on site. Alternatively, the Division will accept payment into an in -lieu fee program or a
mitigation bank. In these cases, proof of payment shall be provided to the Division before
any impacts occur on site.
17. if an environmental document is -equired under the National or State Environmectal Policy
Act (NEPA or SEPA), then this General Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse.
18. In the twenty (20) coastal counties, the appropriate DWQ Regional Office must be contacted
to determine if Coastal Stormwater Regulations will be required.
19. This General Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State, or Local approvals.
20. The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with §303(d) of the Clean Water Act), and any other appropriate requirements oT
State and Federal Law. If the Division determines that such standards or laws are not being
met, including failure to sustain a designated or achieved use, or that State or Federal law is
being violated, or that further conditions are necessary to assure compliance, then the
Division may reevaluate and modify this General Water Quality Certification.
21. When written authorization is required for use of this certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return the certificate of completion attached to the approval.
One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail
Service Center, Raleigh, NC, 27699-1650,
22. Additional site-specific conditions including monitoring and/or modeling requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards.
23. This certification grants permission to the director, an authorized representative of the
Director, or DENR staff, upon the presentation of proper credentials, to enter the property
during normal business hours.
Water Quality Certification No. 3885

Water Quality Certification No. 3885
This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide and/or Regional General Permit. The conditions in effect on the date
of issuance of Certification for a specific project shall remain in effect for the life of the project,
regardless of the expiration date of this Certification.
Non-compliance with or violation of the conditions herein set forth by a specific project may result
in revocation of this General Certification for the project and may also result in criminal and/or civil
penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for Individual Certification for any project in this category of activity if it is determined
that the project is likely to have a significant adverse effect upon water quality, including state or
federally listed endangered or threatened aquatic species, or degrade the waters so that existing
uses of the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 19, 2012
DIVISION OF WATER QUALITY
By
Charles Wakild, P.E.
Director
History Note: Water Quality Certification (WQC) Number 3885 issued March 19, 2012 replaces
WQC Number 3689 issued November 1, 2007; WQC Number 3626 issued March, 2007; WQC
Number 3495 issued December 31, 2004; and WQC Number 3399 issued March 2003. This
General Certification is rescinded when the Corps of Engineers reauthorizes any of the
corresponding Nationwide and/or Regional General Permits and/or when deemed appropriate by
the Director of the Division of Water Quality,
Water Quality Certification No. 3885

U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action ID. 2009-00064 County: Wake U.S.G.S. Quad: NC- Raleigh West
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Raleigh, Public Works / Blair Hinkle 5�
Address: P.O. Box 590
Raleigh, NC 27602-0590 1'
Telephone Number: 919-996-3030 s U , 2016
Nearest Town: Raleigh
Nearest Waterway: Simmons Branch
River Basin/ HUC: Neuse / 03020201
Coordinates: 35.77100 N, -78.70800 W BY: ----
Location description: The project is located in the Pineview Hills subdivision, along Simmons Branch, on Pineview Drive and
Swift Drive, Raleigh, Wake Countv, North Carolina.
Description of projects area and activity: This verification supersedes all previously issued permit verifications for this project.
This verification authorizes impacts to 1434 LF of Simmons Branch for a culvert maintenance and bank stabilization project.
Approximately 763 LF of culvert will be replaced, 16 LF of new channel will be permanently impacted for culvert extension
and driveway improvements, 21 LF of stream will be temporarily impacted for driveway improvements, and 634 LF of stream
channel will be stabilized. Due to the presence of bedrock, this authorization will waive Regional Condition 3.6 Safe Passage
Requirements for Culvert Placement, specifically the need to bury culverts greater than 48" in diameter 1' in the stream bed.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 3 & 13
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated June 14, 2016. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the
modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is modified,
such that the activity would no longer comply with the terms and conditions of the nationwide/regional permit, activities which have
commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide/regional permit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide/regional permit's expiration,
modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also iequire an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.

If there are any questions regard' s verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Tasha Alexand rat 19-5 4-4884, xt S or tasha.l.alexan @usace.army.mil.
Corps Regulatory Official: ate: July 12, 2016
Expiration Date of Verification: March 18.2017

A.
B.
C.
Determination of Jurisdiction:
❑ Based on preliminary information, therenot anpappealable� action undeto be waters of the rJthe Regulatory Program Administrative Appeal Process
S including wetlands within the above described project
area. This preliminary determination i
(Reference 33 CFR Part 331). . s within the
o the Pert - nit
❑ There are Navigable Waters of the United taste 404 of the�Cleanove eWa Water Act. Unless thescribed project area e is subject change in the requirements of
w or our
Section 10 of the Rivers and Harbors Act and
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
❑There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
® The jurisdictional areas within the above described project area have been identified under a previous action.
jurisdictional determination issued . Action ID: SAW -
Basis for Determination: Based on information submitted b the a lican the ro'ect area exhibits criteria for
waters of the U.S. as defined in 33 CFR 328 and the JD Guidebook 0.e. Ra anos Guidance), The vro'ect area
contains Simmons Branch which flows into Walnut Creek which flows into the Neuse River. The Neuse River
ultimately flows into the Atlantic Ocean, This 'urisdictional determination is for the im act areas onl .
Please reference
E. Attention USDA Program Participants
This delineation/determinationhans been conducted to identify the limits of Corps, Clean Water Act d for the wetland conservation pros visions of the Food Security
identified in this request. The deliueation/determination may not be vaction for the particular site
h ou should re est
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA prrorgrams, y work.
a certified wetland determination from the local office of the Natural Resources Conservation Service, p g
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes anapppxtonv administrative app al undeed jurisdictional r Corps regulations at 33 CFR Part 331. Encloseion for the above described site. if you d you will find a
determination, you may request an If nest to appeal this determination you
Notification f Appeal Process (NAP) fact sheet and request for appeal (RFA) form. Your
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
t meets the
a for appeal
In order for an RFA to be accepted by beenCorps,
hved by the Division- ffice wite Corps must determine that hin 60 days is eof the , that ldate of the NAP. Should you
under 33 CFR part 331.5, antb*tdecide to submitan RFA fost be received at the above address within 60 days of the date below.**It is not necessary to subA for to thvpon Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: v
Alexander
Issue Date of JD: Juiy 12. ZO Expiration Date of JD: Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at httu'//reaulatory usacesurvev.com/.

Copy Furnished: Cameron Long, P.E., Dewberry Engineers, Inc., 2610 Wycliff Road, Suite 410, Raleigh, NC 27607
2009-00064
SPECIAL CONDITIONS
Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this
property and associated with this projectlactivity, are proposed at a later date, those impacts will be combined with
the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation
will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S. are
greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally,
cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or
intermittent* stream channel, and/or 0.5 acre of wetland, will be processed under an Individual Permit. This
verification of the use of the Nationwide Permit Program for this project does not imply that this office will
necessarily approve.any future proposal to impact waters of the U.S. on this property and/or associated with this
project/activity.
* The District Commander has the ability to waive the 300 linear foot limit for intermittent streams on a case-by-
case basis. All requests for waiver must be in writing and shall include rationale for the request.
Due to the presence of bedrock, this authorization will waive Regional Condition 3.6 Safe Passage Requirements
for Culvert Placement, specifically the need to bury culverts greater than 48" in diameter 1' in the stream bed

Action ID Number: 2009-00064
Permittee: City of Raleigh, Public Works / Blair Hinkle
Date Verification Issued: July 12, 2016
Project Manager: Tasha Alexander
County: Wake
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: CESAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Please note that your permitted activity is subject to a compliance inspection
of this authorization my result in the
s Of
Engineers representative. Failure to comply with any terms
Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
t has been ompleted in accordance with
I hereby certify that the work authorized by the above referenced pe as completed cin accordance with the ermit
the terms and condition of the said permit, and required mitigation
conditions.
Signature of Permittee
Date

dd�tonal mfonnatton may be ound ati-/%w�wwP ac :arm �UM�`�ss�ions/CivtE� o e u a o zo
;Cor _ s ie ._lattons at�3��.CFR_Pa 331_,��� ,�.� �' � ���* -��••''�-�"u�
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
will send you a proffered pen -nit for your reconsideration, as indicated in
evaluating your objections, the district engineer
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the pen -nit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions, and approved jurisdictional detenninations associated with the
permit.
dard or LOP) because of certain terns and conditions therein,
APPEAL: If you choose to decline the proffered permit (Stan
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section Il of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This fonn must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section lI of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELEVIINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
•
:.k h +�a *�mr ti`s""'�'N iw!-e.e- w cL-7i T-, t t '.. a :., n -x w.r +�-i: _- M 1`� a�''. i'E' �r : �-•p . i .�
°+�P � ASs t�` ,.sR -< ✓� u1W ;- 4 'tel -i Sa.A V,�, - tn� 3+P.�a a..-vi1.�'x .Y• f�. � . _.:..t •y hy.�
SONII' h r�,
FO'R,APPEA�, or OBJECTIONS, TO ATf,IN1TIAL..PROFE�RED
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
PAINT OF CQNTAGT FQl '[JESTIONS OR 1NFORlVIATION
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Attn.: Mr. Jason Steele, Administrative Appeal Review Officer
Tasha Alexander CESAD-PDO
919-554-4884 U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM1 5
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
nofice of any site investigation, and will have the opportunity to participate in all site investiations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: Tasha Alexander, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

SECTION G - SWIFT-PINEVIEW DELINEATION

ENVIRONMENTAL SERVICES, INC.
524 S. NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
919-212-1760 • FAX [phone]
www.enviromnentalservicesinc.com
30 June 2006
Ms. Sheila Reeves
Dewberry & Davis, Inc.
2301 Rexwoods Drive, Suite 200
Raleigh, North Carolina 27607-336
Re: Swift — Pineview Delineation ESI Project No. ER06-002
Wake County, North Carolina
Dear Ms. Reeves:
Thank you for contacting Environmental Services, Inc., (ESI) concerning the above referenced
project. At your request, ESI has conducted a jurisdictional wetland and stream delineation and
Neuse River Riparian Buffer evaluation for the Swift Drive and Pineview Drive Culvert
Replacement Projects along Swift Drive for approximately 750 linear feet. The project site
begins 50 feet upstream of the Pineview Drive driveway bridge and ends 50 feet downstream of
the second Swift Drive driveway bridge. For the purposes of this study, ESI identified and
delineated all jurisdictional areas extending 50 feet from the top -of -bank on each side of
Simmons Branch (including Simmons Branch) in Raleigh, Wake County, North Carolina (Figure
1). The project site is located in the Neuse River Basin.
The project study area was reviewed on 26 June 2006 by ESI biologist Lauren Cobb. Ms. Cobb
is a Senior Scientist with a B.S. in Natural Resources and more than six years of professional
experience. Prior to the initiation of field efforts, available resources were reviewed, including
the appropriate U.S. Geologic Survey (USGS) 7.5 -minute topographic quadrangle (Raleigh
West, NC) and Natural Resources Conservation Service (MRCS) soil mapping for Wake County,
North Carolina.
Jurisdictional Evaluation
The project site was reviewed for the presence of jurisdictional stream channels using criteria
provided by the U.S. Army Corps of Engineers (USACE) and the N.C. Division of Water
Quality (DWQ). The project site was also reviewed to determine the presence or absence of
jurisdictional wetland areas using the three -parameter approach (hydric soils, hydrophytic
vegetation, and evidence of jurisdictional hydrology) as outlined by the USACE 1987 Wetlands
Delineation Manual.
Based on this approach one stream channel (Simmons Branch) was identified within the project
site. ESI delineated Simmons Branch by hanging orange and blue flagging tape along each side
of the jurisdictional channel. Attached is a list of the line sequences used and a graphic depicting
the approximate location of jurisdictional areas (Figure 3). A large portion of Simmons Branch
JACKSONVILLE • ST. AUGUSTINE • COCOA • JUPITER • DESTIN 0 SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE

ENVIRONMENTAL SERVICES, INC.
appears to be piped north of Swift Drive. Therefore, only the western and eastern portions of
Simmons Branch within the project site were accessible to delineate. On the day of the field
visit, Simmons Branch had little to no turbidity and swift flow. The substrate consists of sand
and cobble with multiple culverts for residential driveways and road crossings.
The DWQ Stream Identification Form Version 3.1 served as the basis for determining whether
Simmons Branch is intermittent or perennial. Using this form, Simmons Branch was evaluated
based on three characteristics (Geomorphology, Hydrology, and Biology) and assigned a
numeric score. Simmons Branch scored a 36 and is therefore considered a perennial stream
based on current DWQ methods.
To aid in alternative analyses and to help determine stream mitigation requirements, the USACE
designates streams as either Important or Unimportant. Streams that have perennial flow,
associated wetlands, significant aquatic fauna, or associated Threatened and Endangered species
are generally considered to be Important and impacts to these streams would require mitigation.
Intermittent streams may be considered Important if the associated wetlands, significant aquatic
fauna, or Threatened and Endangered species criteria are met. Streams designated as
Unimportant do not typically require mitigation. It is in ESI's opinion that the USACE would
consider Simmons Branch Important based on current USACE criteria.
Based on current USACE criteria, no jurisdictional wetland areas were identified within the
project site.
The project study area is located within the Neuse River Basin; therefore, streams and surface
waters (i.e., ponds, lakes, etc.) depicted on the most recent versions of USGS topographic maps
or county soil survey maps are subject to the Neuse River Riparian Buffer Rules. Certain
activities within the 50 -foot riparian buffer are regulated by DWQ and will require their
approval. The riparian buffer consists of two distinct zones. Zone 1 comprises a 30 -foot wide
area adjacent to the surface water that cannot be disturbed except for those specific activities that
are allowed by the Neuse River Riparian Buffer Rules. Zone 2 comprises a 20 -foot wide area
adjacent to Zone 1 that is to be left undisturbed except for those specific activities allowed by the
Buffer Rules. Grading and re -vegetating Zone 2 is allowed provided that the condition of Zone 1
is not compromised.
Simmons Branch is mapped on the county soil survey and the USGS topographic map and is
subject to the Neuse River Basin Buffer Rules. In addition, four other drainage features are
depicted on the county soil survey flowing into Simmons Branch (Figure 2). It is in ESI's
professional opinion that these drainage features are not jurisdictional streams within the project
site and should not be subject to the buffer rules. However, DWQ should review these features
to determine whether they are subject to the buffer rules.
The jurisdictional delineation should be approved by the USACE prior to impacting any
jurisdictional areas. Unavoidable impacts to Section 404 jurisdictional areas will require Section
404 and Section 401 permitting. Approval from the DWQ is required prior to impacting buffers
along streams that are subject to the Neuse River Riparian Buffer Rules. ESI will request
USACE and DWQ concurrence pending consultation with Dewberry & Davis, Inc. Should
0)

ENVIRONMENTAL SERVICES, INC.
permitting be necessary, the project site should be assessed for potential impacts to cultural
resources pursuant to Section 404 and Section 106 regulations. Thank you for allowing ESI to
provide services to Dewberry & Davis, Inc. If you have any questions or comments, or need any
additional information, please feel free to contact me at [phone].
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Lauren Cobb
Senior Scientist
Attached: Project Location Figure, Soils Map Figure, Jurisdictional Areas Figure, Line Sequence List

ENVIRONMENTAL SERVICES, INC.
Line Sequences
SYA 1-6
SYA IA -6A
SYA 6, 6A, 7, 7A, 8, 8A = culverts
SYB 1-16
SYB 1A -16A
SYB 1, 1A, 6, 6A, 7, 7A = culverts
SYB 9, 9A, 10, 1 O = culverts
SYA 1-6 and SYB 1-16 = north side of Simmons Branch
SYA 1A -6A and SYB 1A -16A = south side of Simmons Branch

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;.
1000 2000
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Source: USGS Digital Raster Graphics, 1 \ F
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Disclaimer Information repres"Od on this map was " —
denved from secoriftry data sources and is to he used I, '
general planing purposes only. No warwitie , or fl ` t1jn \ to
epresentations of accuracy are expressed of impsed 4
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Project Limits
D NRCS Soil Boundary
foil Mapping Units,,
Hydric Soils
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Non -hydric Soils
' r
CeD Cecil sandy loam, 10-15% slopes
CeF Cecil sandy loam, 15-45% slopes
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Source: NRCS Sal Survey of
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of plmv o urposes Doty.
representalnns accu any are exprressedd or or implxad
r
ENVIRONMENTAL Project Soils Map Project: ER06002
SERVICES, INC. 524 S New Hp. Road Swift Drive and Pineview Drive Date: Jun 2006
Ra + (919) ll. -1760 ardina 27ri,C Culvert Replacements Drwn/Chkd: AJS/LC
(919)2,2-1760
[phone] Fax Raleigh, Wake County, North Carolina
www envvonmenlalsarvwesrnccom Figure: 2
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a Drive Project16i,
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,
— Project Limits
Jurisdictional Stream'
Neuse 50' Buffer
'Location and extent is approximate.
0 200 400
Feet
1 inch equals 400 feet.
Source. USGS 1998 Color Infrared Images,
Raleigh West Quadrangle.
Disclaimer: Information represented on this map was
derived from secondary data sources and is to be used for
general planning purposes only. No warranties or
representations of accuracy are expressed or implied
C. lE5n20061002yuris.dwg, 6130r20061.28 03 PM
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41
THE CITY OF RALEIGH
PU L OCA WORKS - 3 0Rf�'1M VVA7EM MANAGEMENT 00WHSHON
VICINITY MAP
=500'
SHEET INDEX
SHEET NO. I DESCRIPTION
T1
TITLE SHEET
T2
LEGEND, GENERAL NOTES, AND TREE
PJfi PLa PLY P.LN
SCHEDULE
T6
OVERALL EXISTING CONDITIONS
T7
OVERALL DESIGN
C9 -C14
SITE PLAN / PROFILE
C15 -C18
SANITARY SEWER PLAN/PROFILE
C19 -C21
WATER PLAN/PROFILE
EC1-EC6
GRADING AND EROSION CONTROL PLAN
U81 -U82
UTILITY BYPASS PLAKN
D1 -D3
EROSION CO S
RUFFIN L. HALL
CH ll ll LI l/ LI A Ll V A IM E LI ll
SIMMONS BRANCH DRAINAGE
IMPROVEMENT PROJECT
PHASE 2
SM 2015-0028 PINEVIEW DRIVE
SM 2015-0027 SWIFT DRIVE
Development �.«....,.•ueaea
10 sits F1Wr)e snit. ati Too
SERVICES wlegL Nam carina zTaot
... FSAaY 9'4v1FTi95
e IRE • INS WECT�:Ha • . Fa9Tw51b2695
PUa IIC UTlIIt AsvUatlC *0..WORAa
Site.. Celnlnel'cial Building Data Sheet
1•TOGIi Ix Tawrrpce [p¢_ _ - DIG iEC�Alitllls� ♦WCiF TpRiQOIaNIg laS fi�l Appy/) _
2. Toali OApamNm Oolgafwwall lAa¢ S¢enagrrl llaK Tb�ior 3W�0bllldle �.
3. Ttyai OCffymgaN Coe OLas Caa!D YNq',M¢ 50uen11 U+L.ts Arse :e!N]K �r 73Nny DK±ltai
-ete•3 �eolcoH R -i r'.noori aiaYg�
A aura vTar arN same G'Nvoe DN aaeaye seam Esen9 aMxag,t�>F s gcac
Ows12
7 M t Dedred , PrtpBukVgsi s¢ fl. 7M
Toa/ SReAcfei 4.09 kaUF Cry _nfa y No Toi. i¢ A you acted g i pWI—,
or~pmyv Reques— IOMFC_ PrspasadlelgmaglNdrgs
CCA � arAaprsxalalastl OEE FAR rr",i oar pp -1-9-
KAi9dadcl AyuVrsd,—.M ekrrs;t cveragepeme—.
l.m ASPLS -fir --
leMNriset—GRade 110 hofs aaei'glie le, fYea, ANAca SaK_ FooE'..'atlr_FEMA WpPale•
Nese Rtref BlIIn %�VK No wdamx LIL101Na I Tota Oatte"d Amo Los—eissetedt
Plans Prepared By -
y -Dewberry®
DnWtplwd NarN naafi pVaICR ONIa¢ es"Clean KOACf Proposes UN MVERT ND %#,dAW M Vrk" RD,,,,D0fi
RYSE 2
Plwirty, Andrew sal
Wako Cotally Property ldn14ri0m Namoerla) b each pseel N Wats rosea pWMris M apply
PJfi PLa PLY P.LN
wMtN p. Milli
2610 WYCLIFF ROAD
A,,,ln•w aur crwy..aiRy
Ha.Prr
`
Once
Rer•rea Car• _
R+RrIw YRYien
FAX: [phone]
WS.
NCBELS #F-0929
flows MYlbt
1•TOGIi Ix Tawrrpce [p¢_ _ - DIG iEC�Alitllls� ♦WCiF TpRiQOIaNIg laS fi�l Appy/) _
2. Toali OApamNm Oolgafwwall lAa¢ S¢enagrrl llaK Tb�ior 3W�0bllldle �.
3. Ttyai OCffymgaN Coe OLas Caa!D YNq',M¢ 50uen11 U+L.ts Arse :e!N]K �r 73Nny DK±ltai
-ete•3 �eolcoH R -i r'.noori aiaYg�
A aura vTar arN same G'Nvoe DN aaeaye seam Esen9 aMxag,t�>F s gcac
Ows12
7 M t Dedred , PrtpBukVgsi s¢ fl. 7M
Toa/ SReAcfei 4.09 kaUF Cry _nfa y No Toi. i¢ A you acted g i pWI—,
or~pmyv Reques— IOMFC_ PrspasadlelgmaglNdrgs
CCA � arAaprsxalalastl OEE FAR rr",i oar pp -1-9-
KAi9dadcl AyuVrsd,—.M ekrrs;t cveragepeme—.
l.m ASPLS -fir --
leMNriset—GRade 110 hofs aaei'glie le, fYea, ANAca SaK_ FooE'..'atlr_FEMA WpPale•
Nese Rtref BlIIn %�VK No wdamx LIL101Na I Tota Oatte"d Amo Los—eissetedt
Plans Prepared By -
y -Dewberry®
Dewberry 0
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
Public
Water Distribution / Extension System
The city .f Ra•Ipn con.ent" to the connePlbn and .. a im of in,
city" public ester q trrl ea eho on thia man. Th" material and
Car—alon method. aced fa IN. —*tMWI conform to m.
.tandaN. and .P.cleoou— of th. Oly. Puhlk Uteifi.. Haadhao..
as a R.raa
i—A Uld— D..a — PWn.t i
Annonason to coKawx
Dr.
Public
Sewer Collection / Extension System
TIw city of Ralalgh ameente to in, co neoltn and eaUn.bn of the
coy'. a.m.— .pbm - .both .n mN Plan. TN. mat— and
Canetruotbn m.thi. a..d la tnw paf.ct .ria" conform to lh,
etandarb and .pniflcatian• of th• City. Punk UtilitN. Hondsook.
eM a weyn
NW Uaaiee Depoda-I Parma i
atlyd.adan m Carnot
11.1.
The Construction Contractur responsible for the extension of water, sewer and/or reuse, as approved in mese
plans, is responsible for contacting the ENGINEERING SERVICES at (919) 996-24D9, and the PUBLIC UTILITIES
DEPARTMENT at (919) 9964540 at least twenty four hours prior to beginning any of their construction.
FAILURE to notify both City Departments in advance of beginning construction, Will result in the issuance of
onetary fines, and require reinstallation of any Water or sevver facilities not inspected as a result of this notification
failure.
FAILURE to call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation
of City of Raleigh Standards will result in a Fine and Passible Exclusion from future work in the City of Raleigh.
CITY OF RALEIGH
PROJECT MANAGER
DAVID KIKER, P.E.
[phone]
P.O. BOX 590
RALEIGH, NC 27602
o rtssri �/
Q
_'� ,tor •,>
SEAL
023121
''14
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SEAL ;LL
027263 .O:
QQA1H CA
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'A N I
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH _ PLANS AUTHORIZED FOR CONSTRUCTION
Al Corobuelion must b in oxordande With all Loeol. Stole, and
Final R.W. IN R.g.lotlona
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORM WATER
URBAN
NANCY MCFARLANE
MAYOR

EXISTING
WETLAND
ROAD SIGN
POWER POLE
LIGHT POLE
GUY WIRE
CLEAN OUT
SANITARY SEWER ARMHOLE
YARD INLET -CRATE
b: LATCH BASIN
TREE (SHRUB)
.. .. GRAVEL
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
UNDERGROUNDOVERHEAD C48LE
ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND CABLE
GAS LINE
STORM
GAS MAIN
GAS SERVICE
WATER MAIN
WATER SERVICE
GROUND
CONCRETE
WOVEN WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
GUARD RAIL
TREE LINE
STREAM CENTERUNE
DITCH
SANITARY SEWER WIN
SANITARY SEWER LATERAL
BORING LOCATION
a GEOTECHNICAL BORE
SPOT ELEVATION
TEMPORARY BENCHMARK
WATER METER
WATER VALVE
FIRE HYDRANT
SIGN
MAILBOX
BASKETBALL COAL
CONTOUR
INDEX CONTOUR
RIGH -OF -WAY
ZONE 1 BUFFER
ZONE 2 BUFFER
100 YEAR FLOODPWN
EXISTING EASEMENT
PROPERTY UNE (SURVEY)
PROPERTY LINE (CIS)
CURB AND GUTTER
NOW:
1. TREE DIAMETER IS MEASURED AT
CHEST HEIGHT.
2. TREES REFERENCED IN THE PUNS,
BUT NOT SHOWN IN THIS TABLE
ARE LESS THAN B' IN DIAMETER.
SEE NOTES ON SHEETS C5 -C8
SILT FENCE
TREE PROTECTION
CONSTRUCTION FENCE
SAW -CUT LINE
EXISTING GRADE ELEVATION 75'
LEFT OF CENTER UNE OF
PROPOSED SANITARY SEWER LINE
EXISTING GRADE ELEVATION 75'
RIGHT OF CENTER LINE OF
PROPOSED SANITARY SEWER LINE
CHECK DAM
SILT FENCE GRAVEL OUTLET
RIP RAP
/57 STONE
FLARED END SECTION
ROCK PIPE INLET PROTECTION
(TEMPORARY)
PUMP AROUND
OUTLET PROTECTION
INLET PROTECTION
(TEMPORARY)
RESIDENTIAL CONSTRUCTION
ENTRANCE (TEMPORARY)
TEMPORARY WATTLE
GENERAL NOTES
1 HORIZONTAL AND VERTICAL CONTROL IS REFERENCED TO NC STATE PLANE COORDINATES AND CAN BE SEEN ON SHEETS T4 AND
Cl. OBTAINED FROM VRS, GPS OBSERVATIONS AS LISTED:
N = 736069.75 (NAD 83)
E = 2086724.12 (NAD 83)
EL = 365.90 (NAND 88)
LOCATED NEAR INTERSECTION OF PINEVIEW DRIVE AND LILES ROAD, CITY OF RALEIGH, NC.
2. LISTED PROPERTY OWNERSHIP INFORMATION BASED ON THE WAKE COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AS PUBLISHED
ON MAY 09, 2007. UPDATED WITH PROPERTY OWNER INVESTIGATION ON AUGUST 16, 2010 THROUGH WWW.WAKEGOV.COM.
UPDATED AGAIN ON NOVEMBER 4, 2011 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JUNE 6, 2012 THROUGH
WWW.WAKEGOV.COM. UPDATED AGAIN ON JANUARY 11, 2016 THROUGH WWW.WAKEGOV.COM
3. BOUNDARY LINES DRAWN FROM FIELD SURVEY OF PROPERTY EVIDENCE AND REFERENCED INFORMATION AS SHOWN HEREON AND
WITHOUT THE BENEFIT OF A COMPLETE AND ACCURATE REAL ESTATE TITLE ABSTRACT.
4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROJECT NUMBER
06-68.
5. WATER AND SEWER MAINF RALEIGH PUBLIC UTILITIES S ZE AND MATERIAL WERE PROVIDED BY CITY 0 ES DEPARTMENT. WATER AND
SEWER MAIN SIZE AND MATERIALWERE THEN UPDATED WRAP FIELD INFORMATION FROM SURVEY PERFORMED BY DEWBERRY
ENGINEERS INC. AND SUBSURFACE UTILITY INVESTIGATION PERFORMED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROTECT
NUMBER 06-68.
6. SOIL BORINGS AND ANALYSIS WERE COMPLETED BY GEOTECHNOLOGIES, INC. DURING SUBSURFACE INVESTIGATION PROJECT
NUMBER 1 -06 -0952 -EA.
7. PRIVATE UTILITIES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL CONTACT PSNC ENERGY REGARDING GAS AND
COORDINATE RELOCATION. COORDINATE WITH THE PRIVATE UTILITY COMPANY IF PRIVATE UTILITIES CONFLICT WITH CONSTRUCTION
ACTIVITIES BEFORE DISTURBING UTILITIES.
B. ANY EXCESS SOIL MAY BE STOCKPILED AT AN APPROVED UPLAND SITE PROVIDED BY THE CONTRACTOR, THE CONTRACTOR WILL
BE FULLY RESPONSIBLE FOR CONTACTING THE CITY CONSERVATION SECTION FOR APPROVAL, INSPECTION, SUBMITTAL, PERMITS, AND
FEES AS APPLICABLE ASSOCIATED WITH THE STOCKPILE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL
AND DISPOSAL OF ALL EXCESS MATERIAL FROM PROTECT SITE.
9. THE CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION.
10. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS, AS WELL AS PERMITS AND APPROVALS, ON THE JOB
SITE AT ALL TIMES.
11. THE CONTRACTOR SHALL HAVE A COMPLETE SOIL AND EROSION CONTROL PLAN ON THE JOB SITE AT ALL TIMES.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT, IF
APPLICABLE.
13. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL
CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER.
14. THE CONTRACTOR SHALL COMPLY WITH THE NC UNDERGROUND UTILITY SAFETY AND DAMAGE PREVENTION ACT AND CONTACT 811
WITH IN 3 TO 12 FULL WORKING DAYS PRIOR TO THE PROPOSED COMMENCEMENT DATE OF EXCAVATION OR DEMOLITION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICE ENCOUNTERED WITHIN 4
HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY RESIDENTS 3 DAYS PRIOR TO POSSIBLE INTERRUPTIONS OF
SERVICE.
16. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF
REFERENCE. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
SHALL BE REPLACED BY A NC PROFESSIONAL LAND SURVEYOR AT CONTRACTORS EXPENCE,
17. THE CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY, OR DIRECTED BY THE CITY PROJECT MANAGER, IN ADDITION TO THE
U
MEASURES SHOWN IN THESE PNS, DURING CONSTRUCTION FOR SEDIMENT AND EROSION CONTROL.
18. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE AND CONDITION UNLESS SHOWN OTHERWISE ON THE
DRAWINGS.
19. NO CONSTRUCTION, EXCAVATION, OR DEMOLITION SHALL BEGIN UNTIL EROSION CONTROL MEASURES ARE INSTALLED.
20. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS.
21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FENCING AND / OR SIGNAGE AS NECESSARY TO INFORM THE PUBLIC ABOUT
AND TO PROTECT THE PUBLIC FROM ACCESS TO CONSTRUCTION ACTIVITIES AND TRAFFIC CONTROL MEASURES. THE CONTRACTOR
WILL ALSO BE RESPONSIBLE FOR PROVIDING ADDITIONAL FENCING AND / OR SIGNAGE PER FURTHER DIRECTION FROM THE CITY
PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY.
22. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED BETWEEN CONTRACTOR AND CRY PROJECT MANAGER. THE CONTRACTOR SHALL
PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING
CONSTRUCTION.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS, LANDSCAPING, TREES, AND ANY
OTHER APPURTENANCES WHICH OCCUR AS A RESULT OF PERFORMING THE CONSTRUCTION DESCRIBED ON THE DRAWINGS.
24. THE CONTRACTOR SHALL SUBMIT REDUNED AS -BUILT DRAWINGS WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. HORIZONTAL
LOCATIONS AND VERTICAL ELEVATIONS SHALL BE OBSERVED BY A NC PROFESSIONAL LAND SURVEYOR.
25. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES FOR ALL
SITE CLEARING, SITE EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURES, SUCH AS DRAINAGE STRUCTURES, DRIVEWAYS
PAVEMENTS, INCLUDING BORROW, HAULING, WETTING. ROLLING, AND OTHER OPERATIONS PERTAINING THERETO WITHIN THE CLEARING
LIMITS, COMPLETE ALL AS SHOWN ON THE CONTRACT PLANS, CONTRACT DOCUMENTS, AND AS STATED BY THE CITY PROJECT
MANAGER.
26. NO MUD OR CONSTRUCTION DEBRIS IS ALLOWED TO ACCUMULATE ON ANY PAVED STREET WHICH IS MAINTAINED OR IS PROPOSED
TO BE MAINTAINED BY -THE COUNTY, CITY OR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
27. SEE ROADWAY CROSS SECTIONS FOR TOP OF CURB ELEVATIONS.
28. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED UPON COMPLETION OF WORK. ALSO SEE CONSTRUCTION
SEQUENCE ON SHEET T3 FOR MORE DETAILS OF PERMANENT AND TEMPORARY SEEDING.
29. CONTRACTOR SHALL SUBMIT THE DEWATERING PUN TO THE CITY PROJECT MANAGER FOR APPROVAL PRIOR TO PRE -CONSTRUCTION
MEETING.
30. ALL GRAVEL FROM PUMP MOUND DIKES SHALL 9E REMOVED AND DISPOSED OFFSITE BY CONTRACTOR. DISTURBED STREAM
BANKS SHALL BE GRADED TO MATCH ADJACENT SLOPES, COIR MATTED AND PERMANENTLY SEEDED UPON COMPLETION OF WORK.
31. THE CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLM SEALED BY A NC PROFESSIONAL ENGINEER TO THE CITY PROJECT
MANAGER, AND THE CITYS PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH
ADMINISTRATION ENGINEERING STAFF. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITYS PUBLIC
UTILITIES DEPARTMENT. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR
THE LINE OR AREA OF WORK. T P
EHE CONTRACTOR SWILL SECURE LAMPS FROM A PUMP SUPPLIER ACCORDING
TO THE PROVIDED
FLOW INFORMATION. PUMPING OPERATIONS SHALL BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION
BY pPPERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. CONTRACTOR SHALL PROVIDE 1001[ REDUNDANCY
FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS SHALL BE CONNECTED TO THE BYPASS FORCE MAN TO FACILITATE
IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS.
32. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL DE -ACES DAILY AND AFTER EVERY RAIN. THE CONTRACTOR
SHALL PROPERLY DISPOSE OF TRAPPED SEDIMENT AS REQUIRED TO MAINTAIN DEVISES IN GOOD WORKING ORDER. TRAPPED
SEDIMENT SHALL NOT ACCUMULATE TO MORE THAN ONE HALF OF THE VOLUME OF DEVICES (LEVEL SPREADER, SILT FENCE, ETC.).
THE CONTRACTOR SHALL MAINTAIN DEVICES ACCORDING TO THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL AND CITY OF RALEIGH STANDARDS. REPAIRS SHALL BE MADE THE SAME DAY THAT DAMAGED OR MISSING
EROSION CONTROL MEASURES ARE DISCOVERED.
33. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN AND DESIGN PREPARED AND SEALED BY A NC PROFESSIONAL ENGINEER TO
THE CRY PROJECT MANAGER 10 CALENDAR DAYS PRIOR TO EXCAVATION OPERATIONS.
34. CONTRACTOR SHAT MAINTAIN PEDESTRIAN ACCESS TO PRIVATE PROPERTY AT ALL TIMES. CONTRACTOR SHALL SUBMIT THE DESIGNS
OF TEMPORARY PEDESTRIAN FOOTBRIDGES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA FOR REVIEW AND APPROVAL BY THE CITY PROJECT MANAGER AND CITY'S CONSTRUCTION PLAN REVIEW DIVISION.
CONTRACTOR SHALL PROVIDE TEMPORARY PARKING PADS FOR THE RESIDENTS AS INDICATED IN THE PLANS AND SPECIFICATIONS.
LOCATIONS OF TEMPORARY PARKING PADS SHALL BE APPROVED BY THE CITY PROJECT MANAGER PRIOR TO CONSTRUCTION.
35. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE UNITS OF DISTURBANCE AS NECESSARY TO PERFORM CONSTRUCTION
PER THE CONTRACT DOCUMENTS.
36. CONTRACTOR SHALL PROVIDE A PROGRESS PUN TO THE CITY OF RALEIGH AT A MINIMUM OF EVERY 2 WEEKS.
37. CONTRACTOR SHALL HAVE A NORTH CAROLINA REGISTERED ARBORIST DIRECT THE PROPER ROOT PRUNING, ROOT TRIMMING,
DE-UMBING AND ROOT BRIDGING PROCEDURES AS SHOWN ON THE PLANS AND AS NECESSARY TO PRESERVE TREES IF SILT
FENCE, TREE PROTECTION FENCE, OR TEMPORARY WATER SERVICE LINE IS CALLED TO BE INSTALLED THROUGH THE ROOT ZONE
OF A TREE THAT IS OUTSIDE OF THE LIMITS OF DISTURBANCE AND THEREFORE NOT CALLED OUT FOR DEMOLITION ACTIVITIES.
38. LIMITS OF DISTURBANCE IS 4.D9 ACRES.
39. ALL WORK TO BE PERFORMED 'IN THE DRY. CONTRACTOR SHALL PROVIDE DIVERSIONS, PUMP MOUNDS, WELL POINTS, AND
SUMPS AS NECESSARY TO ESTABLISH A DRY WORKING ENVIRONMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE
FOUNDATIONS OF ALL STRUCTURES INSTALLATIONS INCLUDING ENGINEERED WALLS, MANHOLES, JUNCTIONS BOXES, HEADWALLS,
WINGWALLS, DRIVEWAY BRIDGES, AND BOX CULVERTS SHALL BE DEWATERED TO A MINIMUM OF 12 INCHES BELOW THE LOWEST
LEVEL OF THE STRUCTURE FOUNDATION.
40. MINIMUM REQUIRED FIRE FLOW TO TEMPORARY AND PERMANENT FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES
41. APPROVED ACCESS SHALL BE MAINTAINED FOR FIRE APPARATUS AT ALL TIMES
CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION
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DROP INLET +
JUNCTION BOX
LATCH BASIN
TREE (SHRUB)
GRAVEL
OVERHEAD ELECTRIC
GAS LINE
UNDER DRAIN
STORM
WATER MAIN _
WATER SERVICE -
GROUND -_
CONCRETE
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WOVEN WIRE FENCE
WOOD FENCE
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SANITARY SEWER MAN
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SPOT ELEVATION �P
WATER METER
WATER VALVE
T
FIRE HYDRANT
SIGN PA A
MAILBOX
COIR MATTING
CONTOUR OP
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WATER VALVE
WATER MAIN BEND IP
SLOPE
LIMITS OF DISTURBANCE
-
CURB AND GUTTER ®a
• •
PERMANENT PUBLIC DRAINAGE EASEMENT
•
PERMANENT PRIVATE DRAINAGE EASEMENT
PERMANENT UnLRY EASEMENT
- - -
T�PORARY CONSTRUCTION
EMENT
X
REMOVE TREE
NOW:
1. TREE DIAMETER IS MEASURED AT
CHEST HEIGHT.
2. TREES REFERENCED IN THE PUNS,
BUT NOT SHOWN IN THIS TABLE
ARE LESS THAN B' IN DIAMETER.
SEE NOTES ON SHEETS C5 -C8
SILT FENCE
TREE PROTECTION
CONSTRUCTION FENCE
SAW -CUT LINE
EXISTING GRADE ELEVATION 75'
LEFT OF CENTER UNE OF
PROPOSED SANITARY SEWER LINE
EXISTING GRADE ELEVATION 75'
RIGHT OF CENTER LINE OF
PROPOSED SANITARY SEWER LINE
CHECK DAM
SILT FENCE GRAVEL OUTLET
RIP RAP
/57 STONE
FLARED END SECTION
ROCK PIPE INLET PROTECTION
(TEMPORARY)
PUMP AROUND
OUTLET PROTECTION
INLET PROTECTION
(TEMPORARY)
RESIDENTIAL CONSTRUCTION
ENTRANCE (TEMPORARY)
TEMPORARY WATTLE
GENERAL NOTES
1 HORIZONTAL AND VERTICAL CONTROL IS REFERENCED TO NC STATE PLANE COORDINATES AND CAN BE SEEN ON SHEETS T4 AND
Cl. OBTAINED FROM VRS, GPS OBSERVATIONS AS LISTED:
N = 736069.75 (NAD 83)
E = 2086724.12 (NAD 83)
EL = 365.90 (NAND 88)
LOCATED NEAR INTERSECTION OF PINEVIEW DRIVE AND LILES ROAD, CITY OF RALEIGH, NC.
2. LISTED PROPERTY OWNERSHIP INFORMATION BASED ON THE WAKE COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AS PUBLISHED
ON MAY 09, 2007. UPDATED WITH PROPERTY OWNER INVESTIGATION ON AUGUST 16, 2010 THROUGH WWW.WAKEGOV.COM.
UPDATED AGAIN ON NOVEMBER 4, 2011 THROUGH WWW.WAKEGOV.COM. UPDATED AGAIN ON JUNE 6, 2012 THROUGH
WWW.WAKEGOV.COM. UPDATED AGAIN ON JANUARY 11, 2016 THROUGH WWW.WAKEGOV.COM
3. BOUNDARY LINES DRAWN FROM FIELD SURVEY OF PROPERTY EVIDENCE AND REFERENCED INFORMATION AS SHOWN HEREON AND
WITHOUT THE BENEFIT OF A COMPLETE AND ACCURATE REAL ESTATE TITLE ABSTRACT.
4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROJECT NUMBER
06-68.
5. WATER AND SEWER MAINF RALEIGH PUBLIC UTILITIES S ZE AND MATERIAL WERE PROVIDED BY CITY 0 ES DEPARTMENT. WATER AND
SEWER MAIN SIZE AND MATERIALWERE THEN UPDATED WRAP FIELD INFORMATION FROM SURVEY PERFORMED BY DEWBERRY
ENGINEERS INC. AND SUBSURFACE UTILITY INVESTIGATION PERFORMED BY ON TARGET UTILITY LOCATE SERVICES UNDER PROTECT
NUMBER 06-68.
6. SOIL BORINGS AND ANALYSIS WERE COMPLETED BY GEOTECHNOLOGIES, INC. DURING SUBSURFACE INVESTIGATION PROJECT
NUMBER 1 -06 -0952 -EA.
7. PRIVATE UTILITIES SHALL BE RELOCATED BY OTHERS. CONTRACTOR SHALL CONTACT PSNC ENERGY REGARDING GAS AND
COORDINATE RELOCATION. COORDINATE WITH THE PRIVATE UTILITY COMPANY IF PRIVATE UTILITIES CONFLICT WITH CONSTRUCTION
ACTIVITIES BEFORE DISTURBING UTILITIES.
B. ANY EXCESS SOIL MAY BE STOCKPILED AT AN APPROVED UPLAND SITE PROVIDED BY THE CONTRACTOR, THE CONTRACTOR WILL
BE FULLY RESPONSIBLE FOR CONTACTING THE CITY CONSERVATION SECTION FOR APPROVAL, INSPECTION, SUBMITTAL, PERMITS, AND
FEES AS APPLICABLE ASSOCIATED WITH THE STOCKPILE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL
AND DISPOSAL OF ALL EXCESS MATERIAL FROM PROTECT SITE.
9. THE CONTRACTOR SHALL ATTEND A MANDATORY PRE -CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION.
10. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS, AS WELL AS PERMITS AND APPROVALS, ON THE JOB
SITE AT ALL TIMES.
11. THE CONTRACTOR SHALL HAVE A COMPLETE SOIL AND EROSION CONTROL PLAN ON THE JOB SITE AT ALL TIMES.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AND NCDOT, IF
APPLICABLE.
13. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL
CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CITY PROJECT MANAGER.
14. THE CONTRACTOR SHALL COMPLY WITH THE NC UNDERGROUND UTILITY SAFETY AND DAMAGE PREVENTION ACT AND CONTACT 811
WITH IN 3 TO 12 FULL WORKING DAYS PRIOR TO THE PROPOSED COMMENCEMENT DATE OF EXCAVATION OR DEMOLITION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICE ENCOUNTERED WITHIN 4
HOURS OF INTERRUPTED SERVICE. CONTRACTOR SHALL NOTIFY RESIDENTS 3 DAYS PRIOR TO POSSIBLE INTERRUPTIONS OF
SERVICE.
16. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF
REFERENCE. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR
SHALL BE REPLACED BY A NC PROFESSIONAL LAND SURVEYOR AT CONTRACTORS EXPENCE,
17. THE CONTRACTOR SHALL INSTALL MEASURES AS NECESSARY, OR DIRECTED BY THE CITY PROJECT MANAGER, IN ADDITION TO THE
U
MEASURES SHOWN IN THESE PNS, DURING CONSTRUCTION FOR SEDIMENT AND EROSION CONTROL.
18. THE CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE AND CONDITION UNLESS SHOWN OTHERWISE ON THE
DRAWINGS.
19. NO CONSTRUCTION, EXCAVATION, OR DEMOLITION SHALL BEGIN UNTIL EROSION CONTROL MEASURES ARE INSTALLED.
20. EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS.
21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING FENCING AND / OR SIGNAGE AS NECESSARY TO INFORM THE PUBLIC ABOUT
AND TO PROTECT THE PUBLIC FROM ACCESS TO CONSTRUCTION ACTIVITIES AND TRAFFIC CONTROL MEASURES. THE CONTRACTOR
WILL ALSO BE RESPONSIBLE FOR PROVIDING ADDITIONAL FENCING AND / OR SIGNAGE PER FURTHER DIRECTION FROM THE CITY
PROJECT MANAGER. THE CONTRACTOR SHALL PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY.
22. CONSTRUCTION ACTIVITIES SHALL BE COORDINATED BETWEEN CONTRACTOR AND CRY PROJECT MANAGER. THE CONTRACTOR SHALL
PROVIDE AN UPDATED SCHEDULE OF ACTIVITIES TO THE CITY PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING
CONSTRUCTION.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS, LANDSCAPING, TREES, AND ANY
OTHER APPURTENANCES WHICH OCCUR AS A RESULT OF PERFORMING THE CONSTRUCTION DESCRIBED ON THE DRAWINGS.
24. THE CONTRACTOR SHALL SUBMIT REDUNED AS -BUILT DRAWINGS WITHIN 30 DAYS OF COMPLETING CONSTRUCTION. HORIZONTAL
LOCATIONS AND VERTICAL ELEVATIONS SHALL BE OBSERVED BY A NC PROFESSIONAL LAND SURVEYOR.
25. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PERFORM ALL WORK AND SERVICES FOR ALL
SITE CLEARING, SITE EXCAVATION, FILLING, AND BACKFILLING FOR STRUCTURES, SUCH AS DRAINAGE STRUCTURES, DRIVEWAYS
PAVEMENTS, INCLUDING BORROW, HAULING, WETTING. ROLLING, AND OTHER OPERATIONS PERTAINING THERETO WITHIN THE CLEARING
LIMITS, COMPLETE ALL AS SHOWN ON THE CONTRACT PLANS, CONTRACT DOCUMENTS, AND AS STATED BY THE CITY PROJECT
MANAGER.
26. NO MUD OR CONSTRUCTION DEBRIS IS ALLOWED TO ACCUMULATE ON ANY PAVED STREET WHICH IS MAINTAINED OR IS PROPOSED
TO BE MAINTAINED BY -THE COUNTY, CITY OR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
27. SEE ROADWAY CROSS SECTIONS FOR TOP OF CURB ELEVATIONS.
28. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED UPON COMPLETION OF WORK. ALSO SEE CONSTRUCTION
SEQUENCE ON SHEET T3 FOR MORE DETAILS OF PERMANENT AND TEMPORARY SEEDING.
29. CONTRACTOR SHALL SUBMIT THE DEWATERING PUN TO THE CITY PROJECT MANAGER FOR APPROVAL PRIOR TO PRE -CONSTRUCTION
MEETING.
30. ALL GRAVEL FROM PUMP MOUND DIKES SHALL 9E REMOVED AND DISPOSED OFFSITE BY CONTRACTOR. DISTURBED STREAM
BANKS SHALL BE GRADED TO MATCH ADJACENT SLOPES, COIR MATTED AND PERMANENTLY SEEDED UPON COMPLETION OF WORK.
31. THE CONTRACTOR SHALL SUBMIT A SEWER BYPASS PLM SEALED BY A NC PROFESSIONAL ENGINEER TO THE CITY PROJECT
MANAGER, AND THE CITYS PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS TO COORDINATE WITH
ADMINISTRATION ENGINEERING STAFF. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITYS PUBLIC
UTILITIES DEPARTMENT. PUMPS SHOULD BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR
THE LINE OR AREA OF WORK. T P
EHE CONTRACTOR SWILL SECURE LAMPS FROM A PUMP SUPPLIER ACCORDING
TO THE PROVIDED
FLOW INFORMATION. PUMPING OPERATIONS SHALL BE MONITORED 24 HOURS A DAY FOR EACH DAY OF THE PUMPING OPERATION
BY pPPERSONNEL IN ORDER TO RESPOND TO PROBLEMS OR FAILURES. CONTRACTOR SHALL PROVIDE 1001[ REDUNDANCY
FOR PUMPING OPERATIONS. IN ADDITION, BACK UP PUMPS SHALL BE CONNECTED TO THE BYPASS FORCE MAN TO FACILITATE
IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS.
32. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL DE -ACES DAILY AND AFTER EVERY RAIN. THE CONTRACTOR
SHALL PROPERLY DISPOSE OF TRAPPED SEDIMENT AS REQUIRED TO MAINTAIN DEVISES IN GOOD WORKING ORDER. TRAPPED
SEDIMENT SHALL NOT ACCUMULATE TO MORE THAN ONE HALF OF THE VOLUME OF DEVICES (LEVEL SPREADER, SILT FENCE, ETC.).
THE CONTRACTOR SHALL MAINTAIN DEVICES ACCORDING TO THE NORTH CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL AND CITY OF RALEIGH STANDARDS. REPAIRS SHALL BE MADE THE SAME DAY THAT DAMAGED OR MISSING
EROSION CONTROL MEASURES ARE DISCOVERED.
33. THE CONTRACTOR SHALL SUBMIT A SHORING PLAN AND DESIGN PREPARED AND SEALED BY A NC PROFESSIONAL ENGINEER TO
THE CRY PROJECT MANAGER 10 CALENDAR DAYS PRIOR TO EXCAVATION OPERATIONS.
34. CONTRACTOR SHAT MAINTAIN PEDESTRIAN ACCESS TO PRIVATE PROPERTY AT ALL TIMES. CONTRACTOR SHALL SUBMIT THE DESIGNS
OF TEMPORARY PEDESTRIAN FOOTBRIDGES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF
NORTH CAROLINA FOR REVIEW AND APPROVAL BY THE CITY PROJECT MANAGER AND CITY'S CONSTRUCTION PLAN REVIEW DIVISION.
CONTRACTOR SHALL PROVIDE TEMPORARY PARKING PADS FOR THE RESIDENTS AS INDICATED IN THE PLANS AND SPECIFICATIONS.
LOCATIONS OF TEMPORARY PARKING PADS SHALL BE APPROVED BY THE CITY PROJECT MANAGER PRIOR TO CONSTRUCTION.
35. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS WITHIN THE UNITS OF DISTURBANCE AS NECESSARY TO PERFORM CONSTRUCTION
PER THE CONTRACT DOCUMENTS.
36. CONTRACTOR SHALL PROVIDE A PROGRESS PUN TO THE CITY OF RALEIGH AT A MINIMUM OF EVERY 2 WEEKS.
37. CONTRACTOR SHALL HAVE A NORTH CAROLINA REGISTERED ARBORIST DIRECT THE PROPER ROOT PRUNING, ROOT TRIMMING,
DE-UMBING AND ROOT BRIDGING PROCEDURES AS SHOWN ON THE PLANS AND AS NECESSARY TO PRESERVE TREES IF SILT
FENCE, TREE PROTECTION FENCE, OR TEMPORARY WATER SERVICE LINE IS CALLED TO BE INSTALLED THROUGH THE ROOT ZONE
OF A TREE THAT IS OUTSIDE OF THE LIMITS OF DISTURBANCE AND THEREFORE NOT CALLED OUT FOR DEMOLITION ACTIVITIES.
38. LIMITS OF DISTURBANCE IS 4.D9 ACRES.
39. ALL WORK TO BE PERFORMED 'IN THE DRY. CONTRACTOR SHALL PROVIDE DIVERSIONS, PUMP MOUNDS, WELL POINTS, AND
SUMPS AS NECESSARY TO ESTABLISH A DRY WORKING ENVIRONMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE
FOUNDATIONS OF ALL STRUCTURES INSTALLATIONS INCLUDING ENGINEERED WALLS, MANHOLES, JUNCTIONS BOXES, HEADWALLS,
WINGWALLS, DRIVEWAY BRIDGES, AND BOX CULVERTS SHALL BE DEWATERED TO A MINIMUM OF 12 INCHES BELOW THE LOWEST
LEVEL OF THE STRUCTURE FOUNDATION.
40. MINIMUM REQUIRED FIRE FLOW TO TEMPORARY AND PERMANENT FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES
41. APPROVED ACCESS SHALL BE MAINTAINED FOR FIRE APPARATUS AT ALL TIMES
CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION
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DATE: JUN 2017
DRAWN BY: JEW
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REVISIONS
NO. DATE
SCALE
N. T. S.
PROJECT
50079707
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FOR REVIEW ONLYI I CITY OF RALEIGH -PANS AUTHORIZED FOR CONSTRUCTION
I DO KOTMSEIpRCOKSTRMCIION I
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REVISIONS
N0. I DATE
SCALE
1 "=60'
PROJECT
50079707
T7
OF

_^ SFE SLEET C12 NOW OR FORMERLYNOM OR FORMERLY \
,,. FOR PINEVM DR ARNOLDUS A. VERHOENEN \ PATRICIA N. HYMAN \
. 3
SabllYwATM DESIGN
AND WIFE DB 2897 PG 354
BM C P
1958 C 178
55` ROSEMARIE VERHOENEN \ PIN o59 P1e6
\ 4� SIDEWALK ACCESS BWM 1959 PPC f76 \ 3734 SWIFT DR. \
RAMP. SEE DETAIL PIN .
ON SHEET R7 un PI PI TEMPORARY CONSTRUCTION EASEMENT
CATCH BASIN (TYP). (r
SEE DETAIL 3/D4r CONCRETE DRIVEWAY. MATCH REPLACE 4• CPP AND. TIE TO
DROP INLET (TYP). LINE AND GRADE OF EXISTING
DRIVE. SEE DETAIL 3 D72 4•
SEE DETAIL 1/D5 PRG PENETRATE CURB WITH \
/ WATER TIGHT GROUT. SEAL \
CONNECTION.
L. 15 RCP 1 \
S L FENCE 'i -OQ
6a CB -27
COIR MATTING (TYP).
Q e
SEE DETAIL 1/D2
TEMPORARY CONSTRUCTION EASEMENT
\
3730 SWIFT DR
PERMANENT PRIVATE DRAINAGE EASEMENj
\
- - — -MH-25/1CB-26
START RIPRAP
`143
- STA. 10+23
TIE 15• RCP TO RBC WITH WATER \
.PROP.- 51
_rL--
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,35?
DELNA R MILLS ; FEs 24
_
DS 2094 PD 106
=IBR 1969 PG 1
r \
PIN 0763
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LOD 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
e
_
AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED
' r
PERMANENT PUBLIC
-___--
DRAINAGE EASEMENT _
Downstream Plug, have Perm Oed Plans on Jab
site or any other Viio/stio, of City of Raleigh
Standards willresult in a Fine and Possible
m fut
Exclusion froure work in the Crtyof Raleigh.
CLASS 1 RIP RAP SEE
DI -2
GRADING AND ERQ1SJ0bl„_
- --CONTROL PLAN-
-SEE STRUCTURAL DETAILS
.I 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
FOR HEADWALL/WJNGWAIL
j
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i
_-NI STALL 4 LF OF
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NOTES 7, 8 ANDS.
24• RCP TO RBC WITH WATER
CAST IN -RACE IS
TIGHT GROUT SEALED CONNECTION.
NOTALLOWED FOR
SEE DETAIL 2/S1
THIS DOUBLE RCB
NOW OR FORMERLY
BYRON BAIRD
\
WARREN BAIRD
.
DB 16216 FG 1059
BM 1984 PG 217
PIN 0783750788
TEMPORARY CONSTRUCTION EASEMENT
\
3730 SWIFT DR
PERMANENT PRIVATE DRAINAGE EASEMENj
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'
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O
TIGHT GROUT SEALED CONNECTION.
FOR CLARITY.
SEE DETAIL 2/S1
��34g 4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
_
AISPHALT -
. A WENT
CURB AND GUTTER. _
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_ -
_
SEE DETAIL 1/02
GRAVEL DRNEWAY MATCH LINE -
PERMANENT PUBLIC 1
,P AND GRADE OF. EXISTING DRIVE. DRAINAGE EASEMENT ccc nETpn Dt (TYP
\ --- --
EASEMENT ENT UTILITY
�101,
-
®� I NOW OR FORMERLY
END OF PAVING MATCH ELWIN R. THIBAULT
EXISTING LINE AND GRADE. NOW OR FORMERLY AND WIFE
SEE DETAIL 3/D11 JASON DOSSARY & USA GOULDIE I MELISSA R. THIBAULT
DB 13577 PG 1999 D8 7626 PG 258
BM 1960 PG 180 I BM 1960 PG 160
PIN 0783559514 PIN 050 PC 446
1501 PINEMEW DR. I 3731 SWIFT DR.
r�
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING
FINISHED GRADE AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY AWL BOX KIOSKS FOR HOMEOWNER
USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND
¢ ENGINEERED WALL SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES
0 SEE NOTES CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS
WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING WORK
SEE 350 `^' SHEETS SHEETS
EC6 FOR GRADING AND EROSION UTILITY C21 -C23 FOR CULVERT AND ALIGNMENT GEOMETRY AND
345 T
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iv wa
'340
CLASS 1 —
RIP RAP TYP)
VERTICAL SCALE
I NCH = 2 FEET
HORIZ NTAL _ SCALE
335 20 10 20
334 1 INCH = 20 FEET
68 LF DBL
6 11C.1N
B WONC. W,,,.WALLS
@ 1_SLOPE
US 343.62
DSI 34290
EL. 342.9
MATCH RIP RAP TO
CULVERTINVERT
d.5'
4:r
17' 43'
PLUNGE PLUNGE
POOL 344. pOOL.
ENGINEERED WAIL 75 LF DEPARTMENT at (919) 9964540 at least Z
— - SEE NOTE 6- 12'X SRCB Wf GOING. WINGWALLS. twenty faun hours prior to beginning any of their W
3410(7! 1347 O1 , 37200
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3410(7! 1347 O1 , 37200
@0.77%SLOPE
US INV= 338.84, DS INV= 338.26 w
SEE NATES 7 88
15• RCP CONNECTION m
FINISHED GRADE
1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR
6
SANITARY SEWER DESIGN INFORMATION.
a
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i m
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FOR CLARITY.
W/IWOSTEEL
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w,
SHOWN AS DASHED.
-
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING
'Rfly`- e' X 5' BOX CULVERT.
f�/
LL
LOD 6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
e
_
AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED
�!
BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
I SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND
Downstream Plug, have Perm Oed Plans on Jab
site or any other Viio/stio, of City of Raleigh
Standards willresult in a Fine and Possible
m fut
Exclusion froure work in the Crtyof Raleigh.
APPROVAL SEE WALL ALIGNMENTS SHEETS R5 -R8. -
N
I
.I 7. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
j
CULVERT ALIGNMENTS SHALL BE 4•. THE ACCEPTABLE RANGE OF
- SEPARATION IS 2• TO 6•. ALSO SEE STRUCTURAL DETAILS SHEETS
W
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DATE: JUN 2017
ITO CULVERT
INVERT
57-54.
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B. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE
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CULVERT BOTTOM, PROVIDE A MINIMUM OF 18. OF NCDOT /57
STONE FOR BEDDING
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9, FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE
7
Z
N
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PROPOSED CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT
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NO. DATE
CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6. OF NCDOT ,157n�
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0
J
FOR REVIEW ONLY
DO.0T O66 POR hbNarR —1-!
CROSSING ABOVE THE STORM WATER CULVERT
IN A PIPE
I SHALL BE CASING AND ENCAPSULATED IN RUBBER
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�-
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CONSTRUCTION PLAN APPROVAL
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7
Fs —1 RuWs and Rpulations
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ENCASEMENTPIPE N
ATTENTION CONTRACTORS
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extension of water, sewer and/or reuse, as
350 approved in these plans is responsible for
(7 Cl
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contecb'n9 the PUBLIC WORKS DEPARTMENT
O at [phone], and the PUBLIC UTILITIES
LV
ENGINEERED WAIL 75 LF DEPARTMENT at (919) 9964540 at least Z
— - SEE NOTE 6- 12'X SRCB Wf GOING. WINGWALLS. twenty faun hours prior to beginning any of their W
3410(7! 1347 O1 , 37200
CLASS 1 -
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@0.77%SLOPE
US INV= 338.84, DS INV= 338.26 w
SEE NATES 7 88
15• RCP CONNECTION m
FINISHED GRADE
16 LF
m
m 12' X 5' RCB
a (d 0.87% SL
PE
construction.
FAILURE to notify both Cay Departments in
ativance of be ginning Construction, will result in
Me issuance of nwnetay fines, and require
O
1
W
>
N
O
O
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GEOTEXTILE FABRIC
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S
BEDDING OYP).
SEE NOTES 8 8 9
8• DIP WATER MAIN
U
W/IWOSTEEL
ENCASEMENT PIPE
CLASS 1 -
RAP TYP)
@0.77%SLOPE
US INV= 338.84, DS INV= 338.26 w
SEE NATES 7 88
15• RCP CONNECTION m
FINISHED GRADE
16 LF
m
m 12' X 5' RCB
a (d 0.87% SL
PE
construction.
FAILURE to notify both Cay Departments in
ativance of be ginning Construction, will result in
Me issuance of nwnetay fines, and require
O
1
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reinstallation of any water or sewer facilities not
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345
Downstream Plug, have Perm Oed Plans on Jab
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Standards willresult in a Fine and Possible
m fut
Exclusion froure work in the Crtyof Raleigh.
I
L1_
5—
C14
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I
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MATCH RIP RAP
DATE: JUN 2017
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INVERT
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REVISIONS
340
iyJ� N Al\A `�
NO. DATE
CONCRETE
CRADLE
FOR REVIEW ONLY
DO.0T O66 POR hbNarR —1-!
INFRASTRUCTURE
CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
• •-/ ,
1"=2' V
1
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1 "-20' H
Fs —1 RuWs and Rpulations
TRANSPORTATION FIELD SERVICES
Pu9uc unun6s
STORM WATER
PROJECT
SDD797D7
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ENCASEMENTPIPE N
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FIRE
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W
OF
13+50 14+00 14-50

REPLACE 18 LF OF
NOW OR FORMERLY EXISTING 8'x5' RCB
MARY C. LEVINGS, �STEE
OF
THE MARY C. LEVNG�
$
REVOCABLE TRUST
Q gB 9651 PG
fq?! BM 1940 PG too
PIN 0763751702
3726 SWIFT OR \
�\J�E Z
JBS �4vqP15.50 -6' MIN SEP, RATION-
CB-6
ATIO-
CB-6
Lik6' DIP
WATERMAIN
\P MANENT PUBLIC
yB NAGE EASEMENT
un EAS T
INOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
DB 5236 PC 51
BM 1959 RG T76
PIN 0761751315
3727 SWIFT DR,
I
¢= N m
zEi LmJdlmi
EJa5
xirZ 555
KVW
NOW OR FORMERLY
MOHAMMED GUEDIR(
340
AND WIFE
RELOCATE GAS UTTER. MATCH E
U E AND `�RAOE.
GINA BROWN-GUEDIRA MAIN AND
JUDITH KAY DUNPHY R P
11547 PC 2070
SERVICE AS
� 00'
T�'P
19621 PO
078375
NECESSARY TO
\
S -i%7 ort.. R204
_ 3 2 wlFr
ACCOMMODATE
SEWER
REPU
\
16 LF
REPLACE 70 LF
OF EXISTING
335
DRAINAGE EASEMENT
r X 5' RCB
(j 0.87% SLOPE
17.00
I-
LL
NCDOT STONE
MATCH UNE Al
117
15.
JBA2� 6 DIP
BEDDING TYP)
YMTERMAIN
l J
� ��342 _
, C.
SWIFT DR \CB -14
SEE NOTES 7 A 8
60' PUBLIC R/W
330
�wr SS
CATCH BASIN (TYP).
SEE DETAIL 3/104
ASPHALT PAVEMENT -�/
,r®r
CURB AND GUTTER.
ti
"1' SEE DETAIL 6/D11
AND
NDW 1X1 FORMERLr
KIMBERLY CURRY-EVANS
ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL
NOW OR FORMERLY
MOHAMMED GUEDIR(
TIE CURB AND CLTI
0 EXITING CUR
AND WIFE
RELOCATE GAS UTTER. MATCH E
U E AND `�RAOE.
GINA BROWN-GUEDIRA MAIN AND
JUDITH KAY DUNPHY R P
11547 PC 2070
SERVICE AS
� 00'
T�'P
19621 PO
078375
NECESSARY TO
\
S -i%7 ort.. R204
_ 3 2 wlFr
ACCOMMODATE
SEWER
REPU
\
PERMANENT PRIVATE
REPLACE 70 LF
OF EXISTING
\
DRAINAGE EASEMENT
—6'x5_RCB
17.00
I-
LL
MATCH UNE Al
117
15.
JBA2� 6 DIP
6' DIP
15" RCP CONNECTION
RCP SIDEWALK ACC SSERAMP
(TYP). SEE DETAIL 3/D1O
1 6' DIP —
a WATERMAIN
Ss N�
END OF PINING,
EXI NO
Now oR FDRMIDBY
FCIf
LIME AND GFbTE
EDWARD JAMES DUNPHY
AND WIFE
\
JUDITH KAY DUNPHY R P
EXISTING
ISO.
D RC R 4
DB 5252 PC 453
BM 1955 PC 204 I
783754435
3708 SWIFT
� 00'
T�'P
-00
��
—1 ]vEJ61y;
P NENT PUBLIC
L
DRAINAGE EASEMENT
CB 12A PRO * i
LOB
\\ 24 R
V,
17.50
GRAVEL DRIVEWAY
DASHED.
I-
LL
MATCH UNE Al
Now oR MEI6Y
15.
JBA2� 6 DIP
a 6 P
YMTERMAIN
l J
� ��342 _
, C.
SWIFT DR \CB -14
F-
60' PUBLIC R/W
SS
�wr SS
CATCH BASIN (TYP).
SEE DETAIL 3/104
ASPHALT PAVEMENT -�/
,r®r
CURB AND GUTTER.
ti
"1' SEE DETAIL 6/D11
15' RCP CONNECTION
60' RCP f@•0.84%
-_- 16,00 - 16-50
16+50
CRADLE
12" 0 DIP SANITARY —
SEWER AWN W/ 24'0
STEEL ENCASEMENT PIPE
6'0 DIP WATER
MAIN
TEMPORARY GO UCTION Tn
NOW OR FOIO,*Y; EASEMENT
LACE 22 LF GEORGE V.'PECEI
OF EXISTING22LF AND WIFE
8'x5' RCB JANET T. PECCI
DB 2092 PC 136
BM 1995 PC 2
PIN 47831.11 MO INLET INLET (NP). N
3704 96111"1 SEE DETAIL 1/D5
t �
20' DRAINAGE EASEMENIT-�BM 1965 P$ DI -17
_ _ .. E
L 9.00 F50 _
PROP B'x5' RCB- 1
ROP 60 �� ! .,..•. - - '" ..i:
PROTECT EXISDNG JB -15
GAS SERVICE.®�
SS COORDINATE WITH
PSNC a
w
U
�
a
ry y a i
DI
C
�
V
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
BOTTOM ELEVATION,
0
o
W.
a �
L
w
ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS
LOB
\
V,
6' BELOW
/57 STONE
GRAVEL DRIVEWAY
DASHED.
I-
LL
MATCH UNE Al
Now oR MEI6Y
15.
EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5'
GRADE OF EXISTING
Q I
SEE DETAIL 3/D12
I DEVIN B.FORKAHLER
DRIVE (TYP). SEE
BOX CULVERT.
PIPE AND ENCAPSULATED
DETAIL 3/012
AND
NDW 1X1 FORMERLr
KIMBERLY CURRY-EVANS
ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL
NOW OR FORMERLY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
STANLEY BOGANEY
SUSAN E. KAHLER
FERNANDO H. MAGALLANES
HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC
DB 15945 PG 2664
DB 15815 PD 2644
BM 1960 PC 100
DB 6770 PG 344
BM 1960 PC Teo
BM 1960 PC 160
PIN 0783752296
PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
CITY PROJECT
PM 0761762310
Q
3719 SWIFT DR.
c7
3723 SWIFT DR.
MANAGER FOR REVIEW AND APPROVAL SEE WAIT ALIGNMENTS
gAib
h
15' RCP CONNECTION
60' RCP f@•0.84%
-_- 16,00 - 16-50
16+50
CRADLE
12" 0 DIP SANITARY —
SEWER AWN W/ 24'0
STEEL ENCASEMENT PIPE
6'0 DIP WATER
MAIN
TEMPORARY GO UCTION Tn
NOW OR FOIO,*Y; EASEMENT
LACE 22 LF GEORGE V.'PECEI
OF EXISTING22LF AND WIFE
8'x5' RCB JANET T. PECCI
DB 2092 PC 136
BM 1995 PC 2
PIN 47831.11 MO INLET INLET (NP). N
3704 96111"1 SEE DETAIL 1/D5
t �
20' DRAINAGE EASEMENIT-�BM 1965 P$ DI -17
_ _ .. E
L 9.00 F50 _
PROP B'x5' RCB- 1
ROP 60 �� ! .,..•. - - '" ..i:
PROTECT EXISDNG JB -15
GAS SERVICE.®�
SS COORDINATE WITH
PSNC a
OK
U
1
-/1♦� NaQ-
6 DIP
WATERMAIN _ NOTES:
340 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
SEWER DESIGN INFORMATION. bill
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES r3 0
NOT SHOWN IN ENTIRETY FOR CLARITY. z . i ^m
w
U
�
a
ry y a i
�
C
�
V
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
BOTTOM ELEVATION,
0
o
W.
a �
L
w
ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS
z
V
V,
6' BELOW
/57 STONE
z
m
OK
U
1
-/1♦� NaQ-
6 DIP
WATERMAIN _ NOTES:
340 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
SEWER DESIGN INFORMATION. bill
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES r3 0
NOT SHOWN IN ENTIRETY FOR CLARITY. z . i ^m
6. FOR THOSE
EXTENTS OF
3.
INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
ry y a i
�
L
LOD
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
BOTTOM ELEVATION,
ACHIEVE
—Los,.,,
L
14.
ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS
MINIMUM
CONCRETE DRIVEWAY
6' BELOW
/57 STONE
THE CULVERT BOTTOM AND PROVIDE A
FOR BEDDING
DASHED.
I-
LL
MATCH UNE AND+GRADE
OF EXISTING DRIYE (TYP).
Now oR MEI6Y
15.
EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5'
THE STORM WATER CULVERT SHALL BE
Q I
SEE DETAIL 3/D12
I DEVIN B.FORKAHLER
BOX CULVERT.
PIPE AND ENCAPSULATED
IN RUBBER PLUMBING INSULATION TO
AND
^ 6.
ENGINEERED WALLS SHALL BE SEGMENTA_ GRAVITY RETAINING WALL AND SHALL
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
NOW OR FORMMY
SUSAN E. KAHLER
U
HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC
f?Y%
KENNETH 0. MEDLIN
DB 6770 PG 344
BM 1960 PC Teo
�y`
(jJ*yj
PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
CITY PROJECT
SHEETS FOR WATER DESIGN
Q
AND WIFE
PIN 0761734156
774
MANAGER FOR REVIEW AND APPROVAL SEE WAIT ALIGNMENTS
gAib
JONA P. MEDLIN
3711 SWIFT DR.
O
SHEETS RS -RB.
PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS
DDill 7� PC 273
LL
��$L y{y1 7.
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
N
W
DETAILS
FOR ENGINEERED
P6T-CM753292
I
SLyH
BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 STONE FOR BEDDING
�
345
3715 SWIFT DR,
7777 VVl1 VVl1
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN
The
6. FOR THOSE
EXTENTS OF
BOX CULVERT
WITH BEDROCK AT THE PROPOSED
W
�
CULVERT
BOTTOM ELEVATION,
ACHIEVE
A CONSISTENT TOP OF ROCK GRADE
n
W C
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS
MINIMUM
A MINIMUM OF
OF 6. OF NCDOT
6' BELOW
/57 STONE
THE CULVERT BOTTOM AND PROVIDE A
FOR BEDDING
I
I-
LL
VEHICLEPARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR 9' ALL WATER
SERVICES CROSSING
ABOVE
THE STORM WATER CULVERT SHALL BE
Q I
(3
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY IN A CASING
FEET BEYOND
PIPE AND ENCAPSULATED
IN RUBBER PLUMBING INSULATION TO
3 7 nn
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
BOTH OUTSIDE
EDGES
OF THE CULVERT.
KnowwharsbelOW. AT ALL TIMES
10. SEE SHEETS
C19 -C21 WATER
PUN/PROFILE
SHEETS FOR WATER DESIGN
Q
N
O
Call bellom you dig.
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION.
or_,
O
PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS
LL
IL—'i
DISRUPTED DURING CONSTRUCTION 11. SEE STRUCTURAL
DETAILS
FOR ENGINEERED
JUNCTION BOX (EJB) DESING.
J
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
345
ATTENTION CONTRACTORS
p
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN
The
N
C)
C-11ructon Contractor responsible for me
extension of water, sewer and/or reuse, as appro-c!
W
in mese plans, is responsible for confactna the
PUBLIC WORKS DEPARTMENT at [phone]
(
—D
L71
FINISHED
RADE
and the PUBLIC U77LMES DEPARTMENT at 919
Dir leasttwentylour hours poor to beginning
Q
z
EXISTING GRACE
H
any of
any of their construction.
�
Q
Q
u ¢
FAILURE to notiry dv
both City Departments in aance
Js1s..
v ,
of beginning ConsbulAon, will result in the issuance of
LJJ
monetery, fires, and require reinstallation of my water
or sewer faalPoes not inspeded this
LLJ
LLI
15' RCP CONNECTION
m 4
as a result of
notificalion failure.
Z
(/I
n
340
FAILURE to cell for Inspection, Install a Downsbeam
LLJ
Z
I
"a
= Q
Plug, have Permiffed Plans on —lac or any omen,
O
< 2
> Z
Violation Of City of Raleigh Standants will result in a
OD
Fine and Possible Exaucion from future work in the
L.LI
C\J
.
city or Raleigh.H ICI 1111�♦♦♦
>
O
SEAL 1:=_
`.' ' n/
-9 042236 •2-
� •F,y 1�4•�c
LL
�
O
N
'♦♦iiiNiii�"LI
335
VERTICAL SCALE
DATE: JUN 2017
2 4
DRAWN BY: JEW
2471
°p
1 INCH = 2 FEET
CHECKED BY: PLC
RDP� ux
HORIZONTAL SCALE
REVISIONS
20 D 10 20 40
NO. DATE
:_
330
1 INCH = 20 FEET
R
FOREVIEW ONLY
W Ir01' U6E PUR CONSTRU"ne
I T
CONSTRUCTION v
SCALE
CRY OF
RALEIGH - PLANS AUTHORIZED FOR CONStRUCT10N
1 ^_z' I/
W ERDIP
WATER MAIN
I C
Nonrtnon
iM in ardanw with dl Local, Slate. and
must cco
1 "=20 1-1
Federal Rulw o,d lit"Watlom
PROJECT
TRANSPORTATION
FIELD SERVICES
50079707
PUBUC UTILITES
STORM WATER
n
o
m
m
a
a
..
�j
..
..
..
..
O
..
..
PLANNING
FIRE
C 1 0
W
W
W
W
w
URBAN FORESTRY

NOW OR FORYFALY
I PERNMIEN7 PIIBUC
GERALD K. GRAHAM
DRAINAGE EASEMENT
AND W
NOW OR FOIIMEi4Y
G M1
''
RICHARD S. WARR
.17 ; 00 2066 PO 240 -
AND WIFE
ft, 19M PG za
KAREN ROYCE WARR
PM 0763756357
3700 SWIFT DR.
DB 9423 PC 388
81 K6� PG 204
-is-16 a
07617237361
REPLACE EXIST[
(® PIN
)
8'x5' RCB a P
'- TIE 42" RCP TO RCB
-
WITH WATER TIGHT GROUT
I
SEALED CONNECTION. SEE
DROP INLET (T1'P). 'EJB -23
i DETAIL 2/S1
I NOW OR FORMERLY
DANIEL M. POSEY-
/
Now OR Fo1NRALr
AND WIFE
--r— GAIL B. POSEY
so Q
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15650 PD 1e16
OB 4442 PD 151
�
BM 1661 PG 115
64 1961 N5
BM 1%
-.
-
PN 0763759105
..136 �
L 3608 SWIFT DR.
r
334
924 MEF" DR.
u
responsible for confacana the PUBLIC WORKS
z
o
a
ENGINEERED WALL
I
w
w
\,o
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED
STORMDRAINAGE (5) RAVE LE DGESTONE
U)
SS —�
so Q
6" CPP
IN APPROX. 332.35
ROa �
�
66.
RCA RCB-".
B. FOR THO
Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT
-.
-
PROP.-- .
15' RCP
f1
r
334
r f�i
u
responsible for confacana the PUBLIC WORKS
z
o
a
ENGINEERED WALL
I
w
w
DROP INLET (T1'P). 'EJB -23
1 INCH - 2 FEET
ISEE DETAIL 1/D5 TIE 15" RCP TO RCB
` ,
4 WITH WATER TIGHT GROUT
Ur
z
SEALED CONNECTION. SEE (
Q
I DETAIL 2/S1
I
sT„ '2JY
CATCH BASIN (TYP). -
f
j SEE DETAIL 3/134
�`' CPP
'
CPP 90-ELSOW
DASHED.
(TYP-T.-
TY?'CLASS
L
PLC
CLASS1 RIP RAP
PERMANENT UTILITY
PLUNGE POOL
EASEMENT
I 6" CPP
PERMANENT PUBLIC
AP.eROX.
3
DRAINAGE EASEMENT
I
Q
Up
I'PLASTIC
I 4" CPP /
JUNCTION /
}
I BOX (JVP 3 PL -S).
RR}
ENGINEERED WALL.
'
SEE NOTE 6
`I1,I
W F I NOW OR FORMERLY
PROJECT
50079707
7
a(N MICHAEL S. CLARKE
NOW OR FORMERLY
AND
ROBERT J. HARVEY
COURTNEY D. CLARKE
D6 2245 PG.'3�J522626
DB 1396.7 PG 1824
I
Be 19�G771Sfit116
PIN 0793755173
3707 SWIFT DR.
I PIN
3609 SWIFT DR
\ENGINEER\
SEE NOTE 6 (TYP).
06
T 22,
6" -CPP
INV APPROX,
332.YO
-D RMA PRIVATE
DR7UNAGE\
CONCRETE DRIVEWAY. /
MATCH UNE AND
GRADE OF EXISTING.
SEE DETAIL 3/D12
/CONSTRUCTION
EASEMENT
DRIVEWAY BRIDGE. SEE
STRUCTURAL DETAILS
S__
Il
4 CPP
NOW OR FORMERLY
DHN THOMAS PENN
AND WIFE
PA2 W. PENN
DB 3579TO
BM 1974 PG 170
PIN 0783747944
CONCRETE SIDEWALK.
SEE DETAIL 2/D12
ASPHALT PAVEMENT
SS
331
ENGI WALL.
,.-..... _ SEE NOTE 6 "
CPP 45' ELBOW
(TYP). C
CLASS 1 RIP RAP 'Nb1t OR FORMIDltIY i
_ LUNGE POOL. AN1EL CAQ L, TRUSTEE
D
6" CPP _ _ ANNE LOPEZ/CABRAL, TRUSTEE
INV APPROX. 329.37 A5 TEN IN (XI113MMON
136 5266 PG 8
NEERED WN1. B 4076�.2G 17074665R�
_WTITF A
TIE CURB AND
GUTTER INTO
EXISTING.
MATCH OUSTING
tfNE AND
GRADE.
Is!
/
DO NOT DISTURB
EXISTING CATCH BASIN
— END OF PAVING. MATCH
EXISTING UNE AND GRADE.
SEE DETAIL 5/D11
\\ 007
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED
STORMDRAINAGE (5) RAVE LE DGESTONE
U)
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO
ATTENTION CONTRACTORS
w
U
Raleigh Standards will result in e Fine and Possible Exclusion
�
a
B. FOR THO
Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT
COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
w
Cn
responsible extension of
water easier and/N reuse as approved in these plans s
IN A CAS
335 C
C7
u
responsible for confacana the PUBLIC WORKS
z
o
a
ENGINEERED WALL
Er
p
w
w
prior to beginning any of their construction.
1 INCH - 2 FEET
z
O
U
Ur
z
Is!
/
DO NOT DISTURB
EXISTING CATCH BASIN
— END OF PAVING. MATCH
EXISTING UNE AND GRADE.
SEE DETAIL 5/D11
\\ 007
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED
STORMDRAINAGE (5) RAVE LE DGESTONE
FAILURE to .It for /-p-tion Instal/ a Dawnsbeem Plug, have
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO
ATTENTION CONTRACTORS
AT ALL TIMES
Raleigh Standards will result in e Fine and Possible Exclusion
¢ 6
The ConsfrucWn Cantraclor for the
B. FOR THO
Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT
COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
o
responsible extension of
water easier and/N reuse as approved in these plans s
IN A CAS
335 C
FEET B
BEY
u
responsible for confacana the PUBLIC WORKS
Z
rL
DO
Q
O
;yM DEPARTMENT et (919) 9962409 aM the PUBLIC UTILMES
. \ DEPARTMENT W (9191 9964540 at least twenty four hours
ENGINEERED WALL
Er
p
ALL
prior to beginning any of their construction.
1 INCH - 2 FEET
LJJ v /
O
Q FAILURE to nobly both Cay Departments in advance of
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
Q
p beginning Construction will resuh n the Issuance of monetary
INFORMA
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS
PERMANENT PUBLIC
DRAINAGE EASEMENT
fines and require reinstallation of any Water or sewer fadlibes
/ not inspected as a result of this notification fafiure.
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED
STORMDRAINAGE (5) RAVE LE DGESTONE
FAILURE to .It for /-p-tion Instal/ a Dawnsbeem Plug, have
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO
Permlaed Plans an Job its, or any other Woeillun of CM of
AT ALL TIMES
Raleigh Standards will result in e Fine and Possible Exclusion
PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS BOTTOM,
HATES: fromfuture work In the City of Ra"h
B. FOR THO
Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT
COIR MATTING (TYP). 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
N
e. ALL TER
IN A CAS
335 C
FEET B
BEY
$EE DETAIL 1/D2 SEWER DESIGN INFORMATION.
IJ /
Z LL
O :�i
LJJ
>
Z
rL
DO
Q
O
"\ 2. EXIS TING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY SOME UTILITIES NOT
SHOWN IN ENTIRETY FOR CLARITY./W
ENGINEERED WALL
Er
p
ALL
10. SEE SHE
1 INCH - 2 FEET
LJJ v /
O
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
Q
SEE NOTE 7
INFORMA
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS
20 o to 20 so
3
DRAWN BY:
JEW
DASHED.
7 n
PLC
REVISIONS
NO. DATE
L LL
FOR REVIEW ONLY
0o Harass FOR mnarRurnon
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5'
BOX CULVERT.
Q
N
O
ENGINEERED WALL
11. SEE STR
_ CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS O
WAILS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND I 1
SHALL LLJ
PATTERN. THEY SHALL BE DESIGNED BY AN NC Q J
OVAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
JECTER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS
RB N O
U Or
LLJ
SE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT U _D �
PROVIDE A MINIMUM OF 18" OF NCOOT 157 STONE FOR BEDDING 0
z
SE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED Q �1O�1//
BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT <y�
MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF LL Q J
157 STONE FOR BEDDING M Q_
L1J 3
SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE W LLl
ING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 �-1 j
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINES RED
STORMDRAINAGE (5) RAVE LE DGESTONE
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CIT CITY PRO
_
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS
AT ALL TIMES
FINISHED GRADE EXISTING GRADE CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL 7. FOR THO
PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS BOTTOM,
DISRUPTED DURING CONSTRUCTION.
B. FOR THO
Know what's below. SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT CULVERT
' Call before you dig. GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION IS A MINI
NC
DRIVEWAY BRI E SEE CONTROL PUN. 6' OF N
Tq 15' RCP C ECTION STRUCTURAL D AILS
e. ALL TER
IN A CAS
335 C
FEET B
BEY
BOTH OUTSIDE EDGES OF THE CULVERT.
EES C19 -C21 WATER PUN/PROFlLE SHEETS FOR WATER DESIGN
ON.
CTURAL DETAILS FOR ENGINEERED JUNCTION BOX (EJB) DESIGN.
VERTICAL SCALE
IJ /
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ENGINEERED WALL
ENGINEERED
ALL
10. SEE SHE
1 INCH - 2 FEET
V / 21�
a
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HORIZONTAL SCALE
SEE NOTE 7
SEE NOTE 7
INFORMA
DATE: JUN 2017
20 o to 20 so
1 INCH - 20 FEET
DRAWN BY:
JEW
pkOSN CA RO1,
SEAL;=
042236 2.
`
CHECKED BY:
PLC
REVISIONS
NO. DATE
FOR REVIEW ONLY
0o Harass FOR mnarRurnon
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
ENGINEERED WALL
11. SEE STR
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
NI Construction must 0e in x mon" anh all Local. State, arW
Federal Rules and Re9ulatiore
'
H
TRANSPORTATION FIELD SERMCES
PROJECT
50079707
PUBLIC UTILITIES
SEE NOTE 7
STORM WATER
PUNNING
FIRE
C
1 1
EL.326.87
l
MATCH RIP RAP
L
CONCRETE
TO CULVERT INVERT
CRADLE
330
330
2
34'
14'
32'
.,
27 LF F
RCP c 1,09%
. �
PLUNGE 328.013
POOL _
7.50
w y
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w
a� SEWER MAIN W/24'0-
ir STEEL ENCASEMENT
m. fi; OOIP
3 U
325. 326.00
326 00
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WATER MAIN
.
.,
3} �5
325
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32. 00 325 OC
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3255
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16 LF
CLASS 1 RIP
12' X
5' RCB W/ CONC. WINGWALLS
RAP (TYP)
INK
STONE
080%
SLOPE
GEOTEXTILL FABRIC
320
B
DING (TYP)
US INV=
329.00
TYPE 2 (TYP
S
NOTES 7 8 8
DS INV=
326.87
320
$
o
ru -
B
lo
mLL
mm
c�iM
%°
r
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m
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EES C19 -C21 WATER PUN/PROFlLE SHEETS FOR WATER DESIGN
ON.
CTURAL DETAILS FOR ENGINEERED JUNCTION BOX (EJB) DESIGN.
VERTICAL SCALE
IJ /
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V / 21�
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—
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DATE: JUN 2017
20 o to 20 so
1 INCH - 20 FEET
DRAWN BY:
JEW
pkOSN CA RO1,
SEAL;=
042236 2.
`
CHECKED BY:
PLC
REVISIONS
NO. DATE
FOR REVIEW ONLY
0o Harass FOR mnarRurnon
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
NI Construction must 0e in x mon" anh all Local. State, arW
Federal Rules and Re9ulatiore
1 "-20'
H
TRANSPORTATION FIELD SERMCES
PROJECT
50079707
PUBLIC UTILITIES
STORM WATER
PUNNING
FIRE
C
1 1
20-00 20+50 21+00 21+50
22+00 22+50 23+Op URBAN FORESTRY
_ 23+50 24+00 2q+50

PERMANENT PUBLIC
DRAINAGE EASEMENT
PINEVIEW DR
COIR MATTING SEE
"R
DETAIL 1/D2
-
t ;
DROP INLET (TVP)
SEE DETAIL 1/05
x
S
TI my ar R~ cm..nt. to U.
coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
NOW OR FORMERLY
ISE DI -2 -,.` !
., MH -25
/NOW OR FORMERLY I
;; 8M 1859 35 PC
176
CLASS 1 RIPRAP (TYP)
PINEVIEW DR
COIR MATTING SEE
"R
DETAIL 1/D2
-
t ;
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x
S
TI my ar R~ cm..nt. to U.
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eUnl. •nes «eraen to In•
-.m«aeIf.k
NOW OR FORMERLY
I
RAYMOND kFLORENCE VICKERY
/NOW OR FORMERLY I
;; 8M 1859 35 PC
176
DELNA R. MILLS
PIN: 0783
56547
/ OB 2094,IG 106 J
Be 19 PG 180
1416 PINEVIEW DR.
/ PW 07 656764
1422 PINEYIEW OR.
1
lk.
/ I
NeFc was Dei wwa F
/ INSTALL 30 LF SPUTI
RAIL FENCE
p a
-.,:._. _.. 16.00 - __ 1 _. ------ --------- -_.
1
I
NOW OR FORMERLY
LIZABETH BYRD
DB 14466 PG 223
BM 1657 PG 47
PIN: 0763655979
1326 PINEMEW DR.
CONNECT Ex- 18' R
TO kATCH BASIN.
ATER TIGHT GROUT
SEAL CONNECTION
C&29
/ u
•U
- ash
PINEVIEW DR
"R
Pp� 8' DIP so- PUBLIC : R/W
WATER AW
/
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t ;
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coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
/fY
yGi
ARNOLDUS A. x�V�RHOENEN a' DIP
AND TE WATER MAIN
RI
ROSEMARIE VERHOENEN
DB 1670 PG 130
IAF 1959 PG 17e
PIN 0783556862
1417 PINEMEW DR.
/
I
CATCH BASIN (TYPj.
SEE DETAIL 3/D4
GRADE
PERMANENT PUBLIC
DRAINAGE EASEMENT
a a
m
/ u
•U
- ash
25,00 25+50 26,00 26+50 27-00
z7 -so
CONTRACTOR SWILL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN
Public
DO
W
3
02
`;n
x
S
TI my ar R~ cm..nt. to U.
coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
w�m O
a cea0 .
Esaj
360
zw.
GRADE
OG4 �
a a
m
360
z
D.
lk.
beginning ConsbuMon, will result in the Issuance of monetary
NeFc was Dei wwa F
p a
355�mm
Dm K=
10'x6' RCB
355
350
+.� n�
oH�g Nsm O
350
Raleigh Standards well reauit in a Fine and Possible Exclusion
If
2
ham future work In me City of Raleigh
EeW,�.SW'
¢zzz
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LP'25 LF OF
rcK•
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z
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SHOWN AS DASHED.
N
O
OFRCP
ygn
O
.
@ a51%
CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS
345
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f
LL
rvz
M>
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8 LF
29L
6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER
OF 16' RCP
r 0 DIP WATER
"
rn
IM 0.59%
MAIN
OF 15" RCP
CONCRETE
12' DIP
z
COLLAR
SANITARY
O
SEWER MAIN
350
340
1
340
0@051%
350
p
:Lj
W
B DIP WATER
N
a
9
EXISTING
OF 24" RCP OF
IN
MAIN
cnzzLn
@ CAT %
z w
345
345
06
p
w
p
w
w
0
p
25,00 25+50 26,00 26+50 27-00
z7 -so
CONTRACTOR SWILL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN
30x00
Public
DO
W
So S I
02
`;n
x
S
TI my ar R~ cm..nt. to U.
coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
EXISTING
Esaj
zw.
GRADE
OG4 �
0ty, a ft"
z
D.
lk.
beginning ConsbuMon, will result in the Issuance of monetary
NeFc was Dei wwa F
p a
355�mm
Dm K=
10'x6' RCB
355
350
+.� n�
oH�g Nsm O
350
Raleigh Standards well reauit in a Fine and Possible Exclusion
If
2
ham future work In me City of Raleigh
EeW,�.SW'
¢zzz
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U
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LP'25 LF OF
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345
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350
A
OF 18' RCP N
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30x00
28,00 28,50
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DO
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3
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coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
w m ej
Esaj
zw.
sm
OG4 �
0ty, a ft"
z
D.
lk.
beginning ConsbuMon, will result in the Issuance of monetary
NeFc was Dei wwa F
p a
355�mm
AewNalion la n•m0wa
m� $„
Q
355
+.� n�
oH�g Nsm O
Raleigh Standards well reauit in a Fine and Possible Exclusion
U C0
ham future work In me City of Raleigh
EeW,�.SW'
¢zzz
a >° ox21 ¢
U
N
y K z Z EXISTING
1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR
W
GRADE
SANITARY SEWER DESIGN INFORMATION.
EXISTING J '79
2. EXISTING Uf1LMES SHOWN IN APPROXIMATE MANNER ONLY. SOME
GRADE 9
t]
U O ul>
LI__I
350
350
/// rrr���
OF 18' RCP N
FOR CLASKEW LAYOUT, BUT NOT SHOWN
I
Q 0.53%
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
z
T�
39L
SHOWN AS DASHED.
N
O
OFRCP
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
O
.
@ a51%
CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS
345
I
f
345
~
8 LF
6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER
OF 16' RCP
r 0 DIP WATER
C)
IM 0.59%
MAIN
CONCRETE
12' DIP
z
COLLAR
SANITARY
O
SEWER MAIN
340
1
340
�
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p
w
W
a
28,00 28,50
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DO
W
So S I
Water Distribution /Extension System
L� w is
x
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coy Foak .nw .wewn o..na.n on enN am. TM reatwa oxo
eUnl. •nes «eraen to In•
-.m«aeIf.k
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
w m ej
Esaj
aer—Iomn
•xt•.ntl 11 Citi, Publk UMI<in Fbntlboak.
prior to beginning any of their construcaon
OG4 �
0ty, a ft"
lk.
beginning ConsbuMon, will result in the Issuance of monetary
NeFc was Dei wwa F
p a
AewNalion la n•m0wa
FAILURE to call for Inspection, Install a DOwnsbeam Plug, have
� z j
wk
Raleigh Standards well reauit in a Fine and Possible Exclusion
U C0
ham future work In me City of Raleigh
EeW,�.SW'
z
N
W
ATTENTION CONTRACTORS
So S I
L� w is
The Conabuchon Conbedor responsible for the extension of
water, in these is
L` U d ?
sewer and/or reuse as approved plans,
responsible for contacfina the PUBLIC WORKS
DEPARTMENT at [phone] and the PUBLIC U77LMES
w m ej
DEPARTMENT at (919) 9964540 at least twenty four hours
y Z
prior to beginning any of their construcaon
FAILURE to natty both City Departments In advance of
beginning ConsbuMon, will result in the Issuance of monetary
fines and require reinstaltabon of any Water or sewer facilities
not-nspecied as aresult of this nobfca6on failure.
FAILURE to call for Inspection, Install a DOwnsbeam Plug, have
Permitted Plans on Job ads or any other Wolatwn of City of
Raleigh Standards well reauit in a Fine and Possible Exclusion
ham future work In me City of Raleigh
EeW,�.SW'
NOTES:
N
1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR
W
SANITARY SEWER DESIGN INFORMATION.
2. EXISTING Uf1LMES SHOWN IN APPROXIMATE MANNER ONLY. SOME
LL -I
t]
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
LI__I
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
PROFILE.WAS CONSIDERED IN
/// rrr���
FOR CLASKEW LAYOUT, BUT NOT SHOWN
I
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
z
T�
SHOWN AS DASHED.
N
O
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
O
CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS
I
LLJ
J
S1 -S4.
~
ON
6. SEE SHEETS C19 -C21 WATER PLAN/PRORLE SHEETS FOR WATER
U
C)
DESIGN INFORMATION.
I
U
z
O
Z
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O
m
a
IW-
cnzzLn
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LI
N
/
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VERTICAL SCALE
U
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2 0 1 2 4
n
N
1 INCH - 2 FEET
Ln
DATE JUN
2017
HORIZONTAL SCALE
DRAWN BY:
JEW
20 0 10 20 40
CHECKED BY.
PLC
1 INCH - 20 FEET
REVISIONS
NO.
DATE
FOR REVIEWONLY KU vI below.
no ROT use FUR cons xurnon Call before you
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CRY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "-2' V
"-20'
NI C ... twctim must M in c<coMan<• with oil Lmd. Stat•. arW
F•tl•ral Rule• antl Regulation•
1
1"I
1z
PROJECT
=`OPb+NESrStla ,j'y� TRANSPORTATION FIELD SERNCES
y�7
50079707
Q PUBLIC UTILITIES
SEAL
-s.
042236z_ STORM WATER
PUNNING
FIRE
C 12
URBAN FORESTRY

35+00
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
FINISHED GRADE
TIE 15" RCP TO RCB W/ WATERTIGHT GROUT
tv
FWemi Ruin andCA)ROWlotions
DUSTING
SEALED CONNECTION (fYP). SEE DETAIL 2/S1
:""p 'ON, yam;
r'
� GRADE
5' RCP @ 0 611%
irc
'
EXISTING
014 /
345
GRADE
` GRADE
��A1L
345
pOq
2 X
Now OR FORMERLY I
rc? EXISTING
ELWIN R. THISAULT C
AND WIFE S
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
MELISSA R. THIBAULT
DB 7026 PC 251
ya 15"RCP@0.71% Z
pod
340
BM law PO leo
PIN 0783750446
1
/
3731 SM'IFT DR.
i
_
N
EXISTING
Zo ED
np
mss
6" DIP WATERMAIN
off
�
Vroo/
C
335
CURB AND GUTTER.
r
Pte.
401,0 15' RCP 40+74 MOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE
SEE DETAIL 6/DT
CB -7
PROP
—'�'— OF
NOW OR FORMERLY
EIRE DWAYNE ELLER
340
1$`CP
EJ&5 DIS THE MARY C. L,EVIt
REVOCABLE TRUST
AND
AND
�cs-6 r
O :
.I
I 01 Beet Pc 2711
WIFE
ELIZABETH SHELTON
�
,
BM 1910 PC 160
ELLER
1)6 5258 Po 81
_�`
PIN 07/3751782
I 3726 SWIFT DR
!MI 1959 PO 176
3 ��
I I
/
PIN 0795751315
.
n27 SWIFT DR.
335
SANITARY
TIE 15" RCP TO RCB W/
1
o _ WATERTIGHT GROUT SEALED
CONCRETE SIDEWALK OYP) I
i
rI CONNECTION (TVP). SEE
SEE DETAIL 2/012
....
�I Z I _ DETAIL 2/S1
GRAVEL DRIVEWAY WATCH LINE �
AND GRADE OF EXISTING DRIVE
nI,
N DI -R b
� �
5' RCP
VYP), SEE DETAIL 3/012
045+1N1 45+16
Z
!
/
l
6" DIP ti'1H
WATER =
Y
35+00
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
FINISHED GRADE
EXISTING GRADE
tv
FWemi Ruin andCA)ROWlotions
DUSTING
U
:""p 'ON, yam;
TRANSPORTATION FIELD $ERWCES
� GRADE
5' RCP @ 0 611%
irc
12k5' RCB
EXISTING
345
345
GRADE
` GRADE
345
345
2 X
345
rc? EXISTING
f
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
340
ya 15"RCP@0.71% Z
340
340
1
U
R
m�
i
I
N
EXISTING
Zo ED
np
mss
WWROB
�
lF 01.01%
b1.7-110
C
335
EXISTING
Bk5'RCB
15" RCP 1
335
U
340
LL
Ni
th3 WATER MAIN
g
340
0
SEWER MAIN
60'0 RCP
p
w
ti
Q�D
Or9
�
335
C�
335
a. B DIP WATER
MAIN
335
335
SANITARY
SEWER MAIN
35+00
45+00
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
10 LF OF
EXISTING GRADE
tv
FWemi Ruin andCA)ROWlotions
15LF OF
U
:""p 'ON, yam;
TRANSPORTATION FIELD $ERWCES
®.0.49%
5' RCP @ 0 611%
irc
FINISHED
EXISTING
345
FIRE
GRADE
` GRADE
340
345
�Y g
345
rc? EXISTING
I
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
340
ya 15"RCP@0.71% Z
340
340
1
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R
m�
i
I
N A _
EXISTING
Zo ED
np
mss
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ON C?
335
EXISTING
Bk5'RCB
1)w
335
U
0 w
w
LL
Ni
th3 WATER MAIN
45+00
40+00 40+50
uvea.
1. SEE SHEETS C15—C18 SANITARY SEWER PUN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7. SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
DI 10
TIE15" RCP TO 60' RCP
W/ WATERTIGHT GROUT
SEALED CONNECTION (TYP).
SEE DETAIL 2/S1
MON OR FORMERLY
FERNANDO H, MAGALLAN
DB 15915 PG 2619
SM 1990 PC 190
PIN OTe3752310
3723 SWIFT DR.
GRAVEL DRIVEWAY
MATCH LINE AND
GRADE OF EXISTING
DRIVE (TYP). SEE
DETAIL 3/D72
6" DIP
WATERMAIN
ASPHALT PAVEMENT
NOW OR FORMERLY
KIMBERLY CURRY EVANS
STANLEY BOGANEY
09 15=M PC 21114 -�
BM 1860 PC to
PIN 0783752296
3719 SWIFT DR
SIDEWALK ACCESS RAMP.
SEE DETAIL 3/D10
CURB AND GUTTER.
SEE DETAIL 6/011
345
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
10 LF OF
345
tv
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U
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TRANSPORTATION FIELD $ERWCES
®.0.49%
PUBUC UTILITIES
i EXISTING
� GRADE
FINISHED
EXISTING
345
FIRE
GRADE
` GRADE
340
345
rJ
345
rc? EXISTING
w 70 LF OF
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
ya 15"RCP@0.71% Z
340
UUP 'uj
$ LF OF
i
24 RCP 1.54%
a,0DIP
EXISTING
Zo ED
WATER MAIN
WWROB
335
335
335
8'O DIP
12'0 DIP
J42-6LFOF4
0 w
w
LL
Ni
th3 WATER MAIN
333
0
SEWER MAIN
60'0 RCP
p
w
ti
ems
�
335
335
15LFO340
12'0 DIP
SANITARY
SEWER MAIN
333
@ 0 70%
333
340
....
d
6"B DIP
WATER =
Y
m .
MAIN fyy a
,% .3
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aE
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or ab
h 5
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335
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333
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40+00 40+50
uvea.
1. SEE SHEETS C15—C18 SANITARY SEWER PUN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7. SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
DI 10
TIE15" RCP TO 60' RCP
W/ WATERTIGHT GROUT
SEALED CONNECTION (TYP).
SEE DETAIL 2/S1
MON OR FORMERLY
FERNANDO H, MAGALLAN
DB 15915 PG 2619
SM 1990 PC 190
PIN OTe3752310
3723 SWIFT DR.
GRAVEL DRIVEWAY
MATCH LINE AND
GRADE OF EXISTING
DRIVE (TYP). SEE
DETAIL 3/D72
6" DIP
WATERMAIN
ASPHALT PAVEMENT
NOW OR FORMERLY
KIMBERLY CURRY EVANS
STANLEY BOGANEY
09 15=M PC 21114 -�
BM 1860 PC to
PIN 0783752296
3719 SWIFT DR
SIDEWALK ACCESS RAMP.
SEE DETAIL 3/D10
CURB AND GUTTER.
SEE DETAIL 6/011
345
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
FINISHED GRADE
345
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i EXISTING
� GRADE
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60• a NCP
345
FIRE
2mto
oir2>
340
�GETTI
340
rc? EXISTING
w 70 LF OF
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
ya 15"RCP@0.71% Z
340
UUP 'uj
$ LF OF
24 RCP 1.54%
a,0DIP
EXISTING
Zo ED
WATER MAIN
WWROB
335
335
335
8'O DIP
12'0 DIP
.Yi
r;
0 w
w
LL
Ni
th3 WATER MAIN
333
0
SEWER MAIN
60'0 RCP
p
w
ti
ems
�
335
335
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SANITARY
SEWER MAIN
333
333
....
d
50+00 50+50
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT N1 TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCUNG SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water, sewer and/or
se, as approved in Mese plans, is responsible for cunfacbno the PUBLIC WORKS
DEPARTMENT at (919) 99&2409, and Me PUBLIC UTILITIES DEPARTMENT at
[phone] at least twenty /our hours prior to beginning any of Meir Construction.
FAILURE to nobly both City Depart—rds in advance of beginning Construction, wig
resuh In the issuance of monetary fines, and require relnstallaoon of any water w
sewer f—lilies not inspected as a result of this notification failure.
FAILURE to Call for Inspection, Install a Downstream Plug, have Permitted Plans on
Job site, Or any other Yrolafion of City of Raleigh Standards w91 resuh in a Fine and
Possible Exclusion from future work in Me City of Raleigh.
J
�P
CONCRETE DRIVEWAY
MATCH LINE AND OWE
OF EXISTINGDRIVE (TYF
SEE DETAIL 4/1)12
NOW OR FORMERLY
MOHAMMED GUEbIFkA
AND WIFE
GINA BRAWN—GUEDIRA
DB 11547 PC 2070
BY 7915 PC 204
PIN 07/1375258/1
3722 SWIFT DR,
6' DIP
WATERMAIN
TIE CURB AND GUTTER
INTO EXISTING CURB AND
/ GUTTER. MATCH EXISTING
UNE AND GRADE.
ar
s
t v
/ END OF PAVING.
OF. MATCH EXISTING
RCP LINE AND GRADE
TIE 24" RCP TO RCB W/
WATERTIGHT GROUT SEALED
CONNECTION (TY?). SEE
DETAIL 2/S1
60+00
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
rc
NI Conotruclion must M in eacorddno. with NI Local. Stots. orb
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STORM WATER
60• a NCP
345
FIRE
2mto
oir2>
�GETTI
U U m
rc? EXISTING
H
55 LF pF
15" RCP @ 1.Do% i
�r GRADE
340
340
m�sg
$ LF OF
24 RCP 1.54%
a,0DIP
EXISTING
WATER MAIN
WWROB
335
335
335
12'0 DIP
.Yi
r;
0 w
w
LL
60+00
Public
Sewer Collection / Extension System
Th. City of Raielgh —of to thoo norm«llon and ..l.n.kn o1 the
.h— m thb Plan. Th. maga and
Cen.Wcl'an m.tnW. ure Iw M1. —J.cl /,ell cmlw.n la ine
.tandvft and m.cnkotkn. of th. City+. PPWk Utau. Ha-o
City a RaNgh
P_ wauw paw,,wi
Aawwizwim b C.ISIM
Dot.
55+00 55+50
Know what§ heloW.
Call belote young,
VERTICAL SCALE
2 0 1 2 4
1 INCH = 2 FEET
y HORIZONTAL SCALE
20 0 10 20 40
1 INCH = 20 FEET
FOR REVIEW ONLY
DO NUT USE POR CUNSIMUC7N)N
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
FINISHED GRADE
NI Conotruclion must M in eacorddno. with NI Local. Stots. orb
tv
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:""p 'ON, yam;
TRANSPORTATION FIELD $ERWCES
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340
STORM WATER
60• a NCP
340
FIRE
W
win
URBAN FORESTRY
�GETTI
o $
55 LF pF
15" RCP @ 1.Do% i
m�sg
4
`Ar
a,0DIP
WATER MAIN
335
N
335
12'0 DIP
SANITARY
333
0
SEWER MAIN
333
p
w
ti
Public
Sewer Collection / Extension System
Th. City of Raielgh —of to thoo norm«llon and ..l.n.kn o1 the
.h— m thb Plan. Th. maga and
Cen.Wcl'an m.tnW. ure Iw M1. —J.cl /,ell cmlw.n la ine
.tandvft and m.cnkotkn. of th. City+. PPWk Utau. Ha-o
City a RaNgh
P_ wauw paw,,wi
Aawwizwim b C.ISIM
Dot.
55+00 55+50
Know what§ heloW.
Call belote young,
VERTICAL SCALE
2 0 1 2 4
1 INCH = 2 FEET
y HORIZONTAL SCALE
20 0 10 20 40
1 INCH = 20 FEET
FOR REVIEW ONLY
DO NUT USE POR CUNSIMUC7N)N
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REVISIONS
N0. DATE
SCALE
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1"--20' H
PROJECT
50079707
C13
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DATE: JUN 2017
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REVISIONS
N0. DATE
SCALE
1"=2' V
1"--20' H
PROJECT
50079707
C13

Now OR FORMD�Y I o I
GEORGE V. PECCI I
I AND WIFE' Now on
FORM I
Now OR FORMERLY
� I JANET T. PEQCI GERALD K. GRAHAM RICHARD S. WARR
NOW OR ES
D6 2 2062 PO 1 x AND WIFE
BM 1665 PC AND WIFE NA S. GRAHAM KAR
\ EDWARD JAMDUNPHY PIN 0763755471 RAMOEN ROYCE WARR
3704 swIF7 bit.I i OB 6423 PC 366
OB 1101% Pr gig
AND WIFE R LACE 22 LF BM 1965 PO 204 BM 1965 PG 204
\ JUDITH KAY DUNPHY OF EXISTING PIN 0763756357 a PIN o7633T3776f
3754435
EXISTING ' 8DEI 11PIN 1952 PG 4404 I 3700 SWIFT DR. I °/r 3512 SWIFT OR.
4' X 4' B'x5' RCB I
— RCB 3 I - - - - DRQP INLET. — ` PEAJNAGE T PUBLIC
SEEEEIII DETAIL 1/D5 - „� I _ (DRAINAGE iASEMEN7
— — — - DI -177 I
R _ I ,r G•+ 20' DRAINAGE EASEMENIT-BM 1965 PG EASEMENT -BM 1965 P T{A 42' RCP INTO RCB. r -
- 15' RCP WAT6BTJJ�GHT GROUT SEALED
EJB -16 REPLACE EXISTING ( 2/SNECiiON: SEE DETAIL
]✓"r. 8'x5' RCB .:.r (®: R7A6 1
PROP . 0'
RCB _ ,.
°.r 6- DIP
i WATERMAIN
O . .._ .
PROTECT EXISTING Je-IS
SS
SWIFT DR C&u CURB AND GUTTER. GAS SERVICE. —�, 'm x,=�np�1 6' CPP
�• PIlMX: SEE DETAIL 6/011 SS POOCOINATE WFTH 6' DIP a, �Op -`Ulo 1 'o 't C&21 INV APPRO%. 332.J5
SS -i ^ WATERMAIN •ROp _
PROP.
CATCH BASIN (7YP). . J -.� 15' RCP 33
SEE DETAIL 3/64 _._ 34B.>+' 15"RCP r-
,_ 334
343 1 I+ ?� �RTw DI -19
?
u Aryl�jr' e r
TIE 15 RCP TO RCP W/
WATERTIGHT GROUT SEALED
CONNECTION (TYP). SEE it" EJB -23 - RCB -z3-`.
CONCRETE DRIVEWAY 1 DETAIL 2/S7
—" MATCH LINE AND GRADE NOW OR r
NOW OR FORYE7LLY I Now (M FORMERLY NOM OR FORMERLY OF E'%ISTING DRIVE (TYP). MICHAEL S]�KE
KIMBERLY CURRY-EVAIJSI ( KENNETH O. MERLIN DEVIN B. KAHLER SEE DETAIL 3/012 AND
STANLEY BOGANEY AND WEE AND I COURTNEY D. C><ARKE
09 1 2884 I I 'I JONA P. MEDLIN SUSAN E. KAHLER 13953 PO 1 4
BW
1160 DB 3756 PC 273 OB 6779 PC 344 IN 9375 17 � CPP C(
;719 N;I Oft. BY 1860 pO 160 BM 1960 PO 16D I 9T -ELBOW
PIN 0763753292 I PIN 0763754156
1 I 3715 SWIFT DR. 3711 SWIFT OR. - I (TYT C(
PF
AT
70+00
Bk5'RCB
N N
0 to
335
EXISTING
FINISHED
FINISHED GRADE
30 OF
691
FJB44 • U
K a n
/
The Canslruch h Contractor responsible for the extension of
340
6'x5' RC8
d,zn
-e B
340
340
PROPOSED
$'ig e " n
340
330
EXISTINGo
420TMERS
{B{F OFgV
42' F`CP 02601
F
¢'
FX
GRADE
DEPARTMENT at (9 19) 9964540 at least hventy four hours
335
6'10 DIP
335
1
iK
1NG
15"RCP 02.15%
325
m�
325
O
w
p
LINK-?
335
Nz
W
335
335
rail WATER MAIN
H Lf OF
7.76%8%
12'0 DIP
3301
15" RCP @ 1 22%
SEWERMNIT
AI
330
330
329
n$
w
330
329
c�
LL O
7
70+00
75+00 75.50
Bk5'RCB
EXISTING GRADE
335
EXISTING
FINISHED
FINISHED GRADE
30 OF
691
GRADE
The Canslruch h Contractor responsible for the extension of
340
6'x5' RC8
vo
iOA
340
335
EXISTING
N"z
335
330
GRADE
420TMERS
{B{F OFgV
42' F`CP 02601
330
¢'
FX
rc�
DEPARTMENT at (9 19) 9964540 at least hventy four hours
335
6'10 DIP
335
1
WATER MAIN
1NG
15"RCP 02.15%
325
15" ROP
325
O
w
fines and require relnstallafbn of any water or sewer facilrdes
75+00 75.50
80+00
Bk5'RCB
w
Z
335
EXISTING
\Otis UK
FINISHED GRADE
30 OF
691
GRADE
The Canslruch h Contractor responsible for the extension of
340
vo
iOA
340
RCP
EXISTING
N"z
espuns ble for mnbdma the PUBLIC WORKS
z�
GRADE
01 � zz
2 >>
340
¢'
FX
p zz
DEPARTMENT at (9 19) 9964540 at least hventy four hours
335
335
1
EXIs
1NG
15"RCP 02.15%
15" ROP
FAILURE to notify both City Departments in advance of
beginning Construction will revue In the Issuance of monetary
fines and require relnstallafbn of any water or sewer facilrdes
LINK-?
RCP
Nz
W
LF
335
rail WATER MAIN
15- RCP
7.76%8%
12'0 DIP
3301
SEWERMNIT
AI
NN
330
329
n$
w
..
329
ti
20 LF OF
80+00
335
Bk5'RCB
FINISHED GRADE
EXISTING
GRADE
Z
WU
d
335
EXISTING
ATTENTION CONTRACTORS
FINISHED GRADE
30 OF
691
GRADE
The Canslruch h Contractor responsible for the extension of
15' RCP 01
Y ss2ui'm w
water sewer and/or reuse, as approved in these plans, is
RCP
340
espuns ble for mnbdma the PUBLIC WORKS
z�
330
rr N
340
¢'
FX
STING
DEPARTMENT at (9 19) 9964540 at least hventy four hours
zz
7 -LF OF
1
RCP
z
15"RCP 02.15%
FAILURE to notify both City Departments in advance of
beginning Construction will revue In the Issuance of monetary
fines and require relnstallafbn of any water or sewer facilrdes
LINK-?
335
Nz
W
335
rail WATER MAIN
325
12'0 DIP
325
SEWERMNIT
AI
NN
0
n$
w
..
20 LF OF
^u
15- RCP 00.7
pn
z0
e"ODIP
O
WATER MAIN
� mu
330
330
Lu
W
335
Bk5'RCB
FINISHED GRADE
EXISTING
GRADE
Z
WU
d
335
ATTENTION CONTRACTORS
30 OF
691
a z 'mSa
The Canslruch h Contractor responsible for the extension of
15' RCP 01
Y ss2ui'm w
water sewer and/or reuse, as approved in these plans, is
N
330
espuns ble for mnbdma the PUBLIC WORKS
z�
330
rr N
DEPARTMENT at (919) 9962409 and the PUBLIC UTIU77ES
¢'
DEPARTMENT at (9 19) 9964540 at least hventy four hours
ar rip
7 -LF OF
< A>
j v m ONK_
15"RCP 02.15%
FAILURE to notify both City Departments in advance of
beginning Construction will revue In the Issuance of monetary
fines and require relnstallafbn of any water or sewer facilrdes
LINK-?
not-inspectedas a result of this notiflcabon failure.
G 0 DIP
FAILURE to Call for Inspection, Install a Downstream Plug have
rail WATER MAIN
325
12'0 DIP
325
SEWERMNIT
AI
0
n$
w
..
osl.
ATTENTION CONTRACTORS
a z 'mSa
The Canslruch h Contractor responsible for the extension of
Y ss2ui'm w
water sewer and/or reuse, as approved in these plans, is
I.
espuns ble for mnbdma the PUBLIC WORKS
rr N
DEPARTMENT at (919) 9962409 and the PUBLIC UTIU77ES
DEPARTMENT at (9 19) 9964540 at least hventy four hours
prior to beginning any of their consbuction
FAILURE to notify both City Departments in advance of
beginning Construction will revue In the Issuance of monetary
fines and require relnstallafbn of any water or sewer facilrdes
not-inspectedas a result of this notiflcabon failure.
FAILURE to Call for Inspection, Install a Downstream Plug have
Permitted Plans on Joh site or any other Violation of City of
Raleigh Standards will result In a Fine and Possible Exclusion
from future work In the City of Raleigh.
1. SEE SHEETS C15 -CAB SANITARY SEWER PUN/PROFILE
SHEETS FOR SANITARY SEWER DESIGN INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY.
SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S)
ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT. BUT NOT
SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO
EXISTING S' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER
CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN
RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH
OUTSIDE EDGES OF THE CULVERT.
7. SEE SHEETS C19 -C21 WATER PUN/PROFILE SHEETS FOR
WATER DESIGN INFORMATION.
FOR REVIEW ONLY
0o noT use FOR coxsrnucnox
Know what's below.
0211 before you dig
VERTICAL SCALE
2 0 1 2 4
1 INCH 2 FEET
HORIZONTAL SCALE
20 0 10 20 40
1 INCH = 20 FEET

L-- ---il
HIDE`
OR FORMERLY /
'DELNA R. MILLS
1112094 PC' 111E
BM 1960 R6 160 -
PR1 0783VA764
1422 PINENEW DR.
I
. � GAS. RFiLOC
OTHERS�CO!
SHALL CO(
r
CLEANOUT
NOW OR FORMERLY
CRAIG A. BARTHOLOMEW
AND WIFE
MELISSA P. BARTROLOMEW
DB 7766 FG 745
BM 1666 PC 176
PIN 0763656673
1500 PINEVIEW DR
FRAME AND COVER (TYP.) I
NOW OR FORMERLY
JASON DOSSARY & LISA GOULDIE
OR 13577 PG 1969
RM 1960 P`150
8• RESTRAINED JOINT 1501 078 PINE 959 14
DIP SANITARY SEWER
UPSTREAM MANHOLE LOCATED
106.18' FROM SEWER I
CONNECTION POINT
`-- RIM -358.24'
INV ...1N=346.19'
\ INV OUT=346.19' 1
I
♦ I
ENCASEMENT PIPE O.XXX' THICK.
SEE DETAIL 4/D13
NOW OR FORMERLY
ELWIN R. THIBAULT
AND WIFE
MELISSA R. THIBAULT
OB 7621 PG 256
SM 1960 PG 160
PIN 0753750446
373 SWIFT DR.
NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE OF
THE MARY C. LEVINGS
REVOCABLE TRUST
Da 1961 PG 279
1PC Had
PIN 07678 3751]62
3]46 SWIFT DR.
eo}—
� \ I
ti
•
ATTENTION CONTRACTORS ^' R
14 Itud $
The Construdion Contractor responsible for the extension of water, ser r�r o i
Ewer " $
and/or SERI G approved in these )lens, is9,and responsible for uronteding the 3 'm
ENGINEERING SERVICES at [phone], and the 7l atvM1 w a i
UTILITIES DEPARTMENT at (919) 99fi-4540 at least fwenN fiur hour
prior 10 beginning any d their ---
FAILURE
onstru ti0rlFAILURE to notify both City Departments in advance of beginning
Construction, will result In the issuance of monetary fines, and require
reinstalla'on of any water or newer facilities not Inspected as a result of
this notittion failure.
FAAURE la call (ar Inspection, Install a Downstmem Plug, have
Permitted Plana on Job site, or any other Violation of City 11 Raleigh
Standards will result in a Fine and Possida Exdusion from future work in �
the City of Raleigh
NOTES:
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN W
ON DRAWINGS. /'1
I 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY W C I {�
O SEWER SERVICES WITHIN AND ALONG THE (rl Q L�
V O CONSTRUCTION CORRIDOR SHALL BE CONNECTED `J
C TO THE B' OR 12" GRAVITY SANITARY SEWER PER Q I (n
9 CIN OF RALEIGH SPECIFICATIONS. Z ^ J
3. ALL PROPERTIES ALONG THE SOUTH SIDE OF
C14
O
SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER Q O
31y� LADUSTING
WITH CLEANOUT AT THE PROPERTY LINE O
�I IF STING SANITARY SEWER CLEANOUT IS
LOCATED OUTSIDE OF RIGHT-OF-WAY. Q tl7
w
U
V
�
w
U
N
r=.
z
z
o
a
g
w
z
U
C7
z
w
•
ATTENTION CONTRACTORS ^' R
14 Itud $
The Construdion Contractor responsible for the extension of water, ser r�r o i
Ewer " $
and/or SERI G approved in these )lens, is9,and responsible for uronteding the 3 'm
ENGINEERING SERVICES at [phone], and the 7l atvM1 w a i
UTILITIES DEPARTMENT at (919) 99fi-4540 at least fwenN fiur hour
prior 10 beginning any d their ---
FAILURE
onstru ti0rlFAILURE to notify both City Departments in advance of beginning
Construction, will result In the issuance of monetary fines, and require
reinstalla'on of any water or newer facilities not Inspected as a result of
this notittion failure.
FAAURE la call (ar Inspection, Install a Downstmem Plug, have
Permitted Plana on Job site, or any other Violation of City 11 Raleigh
Standards will result in a Fine and Possida Exdusion from future work in �
the City of Raleigh
NOTES:
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN W
ON DRAWINGS. /'1
I 2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY W C I {�
O SEWER SERVICES WITHIN AND ALONG THE (rl Q L�
V O CONSTRUCTION CORRIDOR SHALL BE CONNECTED `J
C TO THE B' OR 12" GRAVITY SANITARY SEWER PER Q I (n
9 CIN OF RALEIGH SPECIFICATIONS. Z ^ J
3. ALL PROPERTIES ALONG THE SOUTH SIDE OF
C14
O
SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER Q O
31y� LADUSTING
WITH CLEANOUT AT THE PROPERTY LINE O
�I IF STING SANITARY SEWER CLEANOUT IS
LOCATED OUTSIDE OF RIGHT-OF-WAY. Q tl7
13+00
13+50 14+00 14+50
4. TEMPORARY WATER LINES SHALL BE INSTALLED
~
EXISTING GRADE
SSMH
ABOVE SANITARY SEWER AND SERVICES.
U
N
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
11 u0
g
z
ENTIRETY FOR CLARITY.
5. ALL NEW SANITARY SEWER MANHOLES SHALL BE
Q O
5'6 UNLESS OTHERWISE NOTED.
<
Q
m �
350
m�
SSMH
w
cn z
zW��
r
350
0 5
QZ?
z
Krim wb
Khats bew.
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00
NNZ=�S
R .p..
CN
O O
VERTICAL SCALE
-�2_
Ew
2 0 1 2 4
C
Z
zi
1INCH = 2 FEET
DATE: JUNE 2017
yVIKZZ
DRAWN BY: ARH
20 0 10 20 40
CHECKED BY. PLC
FINISHED GRADE
-
—�__
NO. DATE
• r°.'°`E�; .
•;LL_
345
=u; SEAL
'-E• 627263 :u:
FOR REVIEW ONLY�R6Hro
m noT use poe mnsreucrron r
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
-
1 "=2' V
"=20'
345
NI Conatrudion mad W in rJancs all Locd. State. and
Fatlaml R.W. and Reaulotions
1 H
PROJECT
TRANSPORTATION FIELD SERVICES
50079797
PUBLIC UTILITIES
15• RCP STORM
STORM WATER
PLANNING
109 LF O
FIRE
..
o$mz�
2 DIP�1.7g%
0
12'X5' RCB STORM --
af ion
�O
340
9
z
tnLFpF12•DI
6' DIP WATER MILAN
340
8 DIP WA MAIN
CONCRETE CRADLE
6' DIP WATER MAIN
335
222L OF 12• IP@0.99
335
334
32 LF OF
STEEL CAS NG PIPE
334
vw
wU w
LL cw'7
Ou
O
wu
wLL
ww
ww
n
wLL
� mwn
w
w
w
em
00
�
w
w
w6 CD
w
m
e
13+00
13+50 14+00 14+50
4. TEMPORARY WATER LINES SHALL BE INSTALLED
~
\
ABOVE SANITARY SEWER AND SERVICES.
U
N
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
r l LL_I
g
z
ENTIRETY FOR CLARITY.
5. ALL NEW SANITARY SEWER MANHOLES SHALL BE
Q O
5'6 UNLESS OTHERWISE NOTED.
<
Q
m �
3
w
cn z
zW��
0 5
z
Krim wb
Khats bew.
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LLJ
00
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O O
VERTICAL SCALE
Ew
2 0 1 2 4
C
Z
zi
1INCH = 2 FEET
DATE: JUNE 2017
HORIZONTAL SCALE
DRAWN BY: ARH
20 0 10 20 40
CHECKED BY. PLC
1 INCH 20 FEET
REVISIONS
A
NO. DATE
• r°.'°`E�; .
•;LL_
=u; SEAL
'-E• 627263 :u:
FOR REVIEW ONLY�R6Hro
m noT use poe mnsreucrron r
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
"=20'
NI Conatrudion mad W in rJancs all Locd. State. and
Fatlaml R.W. and Reaulotions
1 H
PROJECT
TRANSPORTATION FIELD SERVICES
50079797
PUBLIC UTILITIES
STORM WATER
PLANNING
C 15
FIRE
URBAN

I
iNOW TX! FORMERLYd
MOHAMMED GUEDIRY
AND WIFE °
GINA BROWN—GUEDIRAOo`
08 1154] PC 2070 C'
BM 1965 PG 204 \ P_
PIN 0783752566 \
37
22 SWrA
IFT � � \
I' NEXT MANHOLE LOCATED J
APPROX 40OLF FROM MH 20
\\ ---- -
--PROPOSED 11 LF OF
\ ENCASEMENT
.}- .,'.'�.` ...-- �•,.�. PI,Pf.D3 5' TWIGW.. SEE '..
F \ _ DETAIL 4/D13
— �— r 12' DIP
.OR FORMERLr
I NOW OR FORMERLY
EDWARD JAMES DUNPHY
GEORGE V. PECCI
AND WIFE
AND WIFE
JUDITH KAY DUNPHY
JANET T. PECCI
DB8252 PG 455
DB 2082 PG 138
ON1955 PC 204
811 1905 PG 204
PIN 0783754435
PIN 0783755471
3708 SWIFT DR.
3704 SWIFT DR.
I
18+00
SS
ROPOSED 12' DIP
SANITARY SEWER
NOW OR FORMERLY
I GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2086 PG 240
BM 1965 PC 204
PIN 0783758357
3700 SWIFT OR. -
I
081 —
20' DRAINAGE EASEMENT -BM 19652a 204 1NAGE EM
EASENT-BM 1965 P
Wl!
y 339 PROPOSED 71 LF OF
t
20' STEEL ENCASEMENT
.meq PIPE O.XXX' THICK. SEE
DETAIL 4/D13
LOBS
NOW OR FORYEPLY
PROPOSEDI
SM
DR.
AND
(TYp).
SUSAN E. KAHLER DB 0779 PC 344
Contractor responsible for Me extension a( Water, sewer
SWIFT
60' PUBLIC R/w
15- 13
a
S�
40+00
PROPOS12' DIP 7
�®
SS _
i4
and require
reinstallation of any Water or sewer fadll0es not Inspected as a result of
SANITARY SEWER 1 ^jti
this not18mton failure
FAILURE to call for Ins Oon Install a Downstream Plug have
-
Permitted Plans on Job site or any other vkuation of City of Re/eigh
15' RCP
STORM
343
` V
W
a
15' RCP STORM
T —
SSM
LAB LOB
L /'J
�/
NOW OR FORMERLY
zr1D
I
NOW OR FORMERLY KENNETH 0. MEDON
A
N
KIMBERLY CURRY—EVANS AND WIFE
V
LLJ
STANLEYBOGANEY JONA P. MEDLIN
LL
N01/ OR FORMERLY
J
DB 15848 PO 2864 Oe 3788 PC 213
I
_
FERNANDO' 'H. MAGALLANES
eM 1960 Pc -foo I BM 1900 PG 1e0
n�
DB 15815 PC 2816
`
PIN 0763752296 PIN 0763753292
I
6M 1950 PO 160
I
EXISTING
15' RCPSTORM
1719 SWIFT DR. 3715 SWIFT DR.
PIN 6763750310
`n z p
I
I
ONO
3723 SWFT DR.
I,
o
II
I
I
.
18+00
SS
ROPOSED 12' DIP
SANITARY SEWER
NOW OR FORMERLY
I GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2086 PG 240
BM 1965 PC 204
PIN 0783758357
3700 SWIFT OR. -
I
081 —
20' DRAINAGE EASEMENT -BM 19652a 204 1NAGE EM
EASENT-BM 1965 P
Wl!
y 339 PROPOSED 71 LF OF
t
20' STEEL ENCASEMENT
.meq PIPE O.XXX' THICK. SEE
DETAIL 4/D13
19.00 7
1 12' DIP SM
1
SEWER
345
LOBS
NOW OR FORYEPLY
PROPOSEDI
DEVIN B. KAHLER
CLEANOUTI
AND
(TYp).
SUSAN E. KAHLER DB 0779 PC 344
Contractor responsible for Me extension a( Water, sewer
BI 1980 PG 160
I
PIN 0763754156
I
3711 SWIFT DR.
19.00 7
1 12' DIP SM
1
SEWER
345
w
,o mRa
ATTENTION CONTRACTORS
C�x7 a
The Consbuctlon
w
VJ
Contractor responsible for Me extension a( Water, sewer
C7
and/or Reuse, as approved in these plans is responsible for ConfactinO the
ENGINEERING SERVICES at (919) 9952409 and the PUBLIC
z
UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours
o z
prior to beginning any of their conabuchon.
345
EXISTING
-..
GRADE J
and require
reinstallation of any Water or sewer fadll0es not Inspected as a result of
FINISHED GRADE
this not18mton failure
FAILURE to call for Ins Oon Install a Downstream Plug have
-
Permitted Plans on Job site or any other vkuation of City of Re/eigh
15' RCP
STORM
` V
W
15' RCP STORM
SSM
L /'J
18 w
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN
ON DRAWINGS.
2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY
Q
N
340
n�y-�
Z
LLJ
CONSTRUCTION CORRIDOR SHALL BE CONNECTED
LL
^
J
TO THE B" OR 12' GRAVITY SANITARY SEWER PER
_
O
CITY OF RALEIGH SPECIFICATIONS.
n�
340
O
N I
EXISTING
15' RCPSTORM
. 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF
`n z p
SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER
0
LATERAL WITH CLEANOUT AT THE PROPERTY LINE
\
2
N
LOCATED OUTSIDE OF RIGHT-OF-WAY.
( 1
`J
y$Z2
335
4. TEMPORARY WATER LINES SHALL BE INSTALLED
Li
U
ABOVE SANITARY SEWER AND SERVICES.
O
a
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
O
W
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
ENTIRETY FOR CLARITY.
Q
():�
W
335
3
6. ALL NEW SANITARY SEWER MANHOLES SHALL BE�y�
a_
m
-T
�:
C/)
136 LOF 12 pip 0.!1395
O
VERTICAL SCALE
Z
z
Or
2
7U�
Z LJ
m�mifn
~
0 1 2 4
CL
Z
1 INCH = 2 FEET
O LJJ
I y
81 LF OF
oI
HORIZONTAL SCALE
0
rnh.3w
rn
IT IP
20 0 10 20 40
C/
O
9;
N
1 INCH - 20 FEET
"so
zN
DATE: JUNE 2017
DRAWN BY: ARH
330
SEAL n
'
027263 :
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Call beforeyoudig► ate,
CHECKED BY. PLC
REVISIONS
R H�� ,•
NO. DATE
w
330
13
Fa»O
mn`gimcmi� 203E
12 IP@1.
a3>
y� � m
116
2
in
4
Zzj
» O
zzi
SM
15
ML'l
M0.83%
TT DIP @
76 LF OF 20'
STEEL
325
CASING PIPE
325
e
m
m m
mal
m
r nn
m��
wLL
wl�i
wu
W
W W W
w
lid
C9
.. .. ..
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W C7
(7 wLL
w w�
1— ,a.w — 17.50 18+00 18.50 19-0 19+50
_ w
I W
\VN b'L'i
)O
Q d
� V
Public
Sewer Collection / Extension System 1
The Oty W R—gh wn.en4 to M. ,vnneaban m4 a.tenaan of Me 1�J NQS
CRY, Pu4k ,,.w ,yslsm o. M..n on M. pan. TM mnt.bl ane
:CM-1.m.thoW — for tri p.)- .ha,-- t. Ir.
tm4eM. me 011-1tlans of M, Chill P.— Utnnk. Men4Eoot
Oty a Pal.gh
PueF. uari. D.,em�l sans /
AWhorimti.n to Comma
w
,o mRa
ATTENTION CONTRACTORS
C�x7 a
The Consbuctlon
w
VJ
Contractor responsible for Me extension a( Water, sewer
C7
and/or Reuse, as approved in these plans is responsible for ConfactinO the
ENGINEERING SERVICES at (919) 9952409 and the PUBLIC
z
UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours
o z
prior to beginning any of their conabuchon.
w
FAILURE to notify both City Departments in advance of beginning
Construction W111 result In the issuatrum of monetary Fines.
z
and require
reinstallation of any Water or sewer fadll0es not Inspected as a result of
U Lj
I W
\VN b'L'i
)O
Q d
� V
Public
Sewer Collection / Extension System 1
The Oty W R—gh wn.en4 to M. ,vnneaban m4 a.tenaan of Me 1�J NQS
CRY, Pu4k ,,.w ,yslsm o. M..n on M. pan. TM mnt.bl ane
:CM-1.m.thoW — for tri p.)- .ha,-- t. Ir.
tm4eM. me 011-1tlans of M, Chill P.— Utnnk. Men4Eoot
Oty a Pal.gh
PueF. uari. D.,em�l sans /
AWhorimti.n to Comma
FOR REVIEW ONLY
Donor use lux--.,cnox
IINFRA5TRUCTURE CONSTRUCTION PLAN APP I SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1"-2' V
NI Canstn.aemn must so in . aereonae ah .9 L«til. Stot,, one ill
F, e,nl RUN, one R.g,lotions
PROJECT
TRANSPORTATION FIELD SERVICES 50079797
PUBLIC UTILITIES
STORM WATER
PLANNING
FIRE C16
URBAN FORESTRY
,o mRa
ATTENTION CONTRACTORS
� °oy w f!2
The Consbuctlon
�
Contractor responsible for Me extension a( Water, sewer
and/or Reuse, as approved in these plans is responsible for ConfactinO the
ENGINEERING SERVICES at (919) 9952409 and the PUBLIC
UTILITIES DEPARTMENT at (9191996-4540 at least twenty four hours
prior to beginning any of their conabuchon.
FAILURE to notify both City Departments in advance of beginning
Construction W111 result In the issuatrum of monetary Fines.
and require
reinstallation of any Water or sewer fadll0es not Inspected as a result of
this not18mton failure
FAILURE to call for Ins Oon Install a Downstream Plug have
W'
Permitted Plans on Job site or any other vkuation of City of Re/eigh
Slandards *11 resuR In e Fine and Possible Exdusion from future work m
the City o/Raleigh
` V
W
LLJ
NOTES
L /'J
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN
ON DRAWINGS.
2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY
Q
SEWER SERVICES WITHIN AND ALONG THE
n�y-�
Z
LLJ
CONSTRUCTION CORRIDOR SHALL BE CONNECTED
LL
^
J
TO THE B" OR 12' GRAVITY SANITARY SEWER PER
_
O
CITY OF RALEIGH SPECIFICATIONS.
O
O
N I
. 3. ALL PROPERTIES ALONG THE SOUTH SIDE OF
SWIFT DRIVE SHALL RECEIVE NEW SANITARY SEWER
0
LATERAL WITH CLEANOUT AT THE PROPERTY LINE
\
IF EXISTING SANITARY SEWER CLEANOUT IS
N
LOCATED OUTSIDE OF RIGHT-OF-WAY.
( 1
`J
4. TEMPORARY WATER LINES SHALL BE INSTALLED
Li
U
ABOVE SANITARY SEWER AND SERVICES.
a
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
O
W
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
ENTIRETY FOR CLARITY.
Q
():�
W
O
3
6. ALL NEW SANITARY SEWER MANHOLES SHALL BE�y�
a_
m
5'e UNLESS OTHERWISE NOTED.
�:
C/)
VERTICAL SCALE
Z
z
Or
2
7U�
Z LJ
~
0 1 2 4
CL
Z
1 INCH = 2 FEET
O LJJ
to
oI
HORIZONTAL SCALE
0
20 0 10 20 40
C/
O
N
1 INCH - 20 FEET
DATE: JUNE 2017
DRAWN BY: ARH
rOoPpFE66`y,:
4
SEAL n
'
027263 :
rcnowwho,belirm 'tyc ; •=O�
Call beforeyoudig► ate,
CHECKED BY. PLC
REVISIONS
R H�� ,•
NO. DATE
FOR REVIEW ONLY
Donor use lux--.,cnox
IINFRA5TRUCTURE CONSTRUCTION PLAN APP I SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION 1"-2' V
NI Canstn.aemn must so in . aereonae ah .9 L«til. Stot,, one ill
F, e,nl RUN, one R.g,lotions
PROJECT
TRANSPORTATION FIELD SERVICES 50079797
PUBLIC UTILITIES
STORM WATER
PLANNING
FIRE C16
URBAN FORESTRY

r Now W FORMEMY NOW OR FORMERLY /
RICHARD S. WANIEL M. POSEY /
�T� RR DAI 1 AND WIFE — AND WIFE / -
GAIL B. POSEY Now OR roITMFmr
KAREN ROYCE 111 I CHRISTOPHER SHELOW
GENT -BM 1965 P . S DB 9427 PG 3� OB 6442 PG 151
2 BM 1966 -PG 204 "'"'"x- BM III PO 110 /,--
GABRIELLA SHELOW
FIELD LOCATE LITERAL ANDPIN 0767.7757351 BM 1993 PG 130 DB 13650 PG 1618
CORE -DRILL MH 17 AT J612 SIFT OR. 3608 SWIFT DR.BM 1961 PG 115
APPROPRIATE ELEVATION TO ®iISEE LITERAL SADDLE M 1107 101
RECONNECT g9a -tom ` DETAIL FOR VCP AND DIP 5)2{ MERWIN OR
A- _
CONNECT EXISTING
SEWER SERVICE WITH
SSMH 17 e
PROPOSED 71 LF
OF 12" DIP
SANITARY SEWER 336—
W/ 20" STEEL
ENCASEMENT PIPE
O.XXX" THICK. SEE
DETAIL 4/1313 ---
ROPOSED 12" DIP
SANITARY SEWER
C OUT V 2" STEEL-ENC/SEME
PIPE O.XXX" TftX...
E �DFTAIL 4/D13
\
4" RESTRAINED JOINT DIP SS SERVICE O 1.00E WITH 8"
DIA 0.25" THICK STEEL CASING EXTENDING A MINIMUM OF 3'
PAST EACH SIDE OF WING WALL. PROVIDE RUBBER PIPE
INSULATION AROUND SERVICE FOR ENTIRE CASING DISTANCE.
/ Q
007 y,
/ 007
Z3 '
6p, w,��R 86
o• � �- BL
331 w"\
4" RESTRAINED JOINT DIP SS IS CERVI E O 1.00E WITH 8" I " ° l ` Tr g
DIA 0.25" THICK STEEL CASING EXTENDING A MINIMUM OF 3' I EDU- e 9�3 331
PAST EACH SIDE OF WING WALL. PROVIDE RUBBER PIPE9
INSULATION AROUND SERVICE FOR ENTIRE CASING DISTANCE. •1,y1r.'' �� \ \. b
y \`
NOW OR FORMER
Lr
MICHAEL S. CLARK
AND
COURTNEY D. CLARK i \ / \ - 331'--
OB 17963 16x4
PIN 0763 FI75G
3707 SMR DR.
NOw OR FORYEALY \\\ _
IJOHN _ DR \
ROBERT J. HARVEY NOW OR FORMERLY
DB 1x45 PG 351 NOw OR roAS P / DANIEL CABRAL, TRUSTEE
Ph tan Pc axe THOMAS PENN"
PIN menseoee _ � AND
PATTIE W. PENN ............
3609 SIFT DR. / AND WIFE - ANNE LOPEZ CABRAL, TRUSTEE
- .. ,�.,.,..,.. ...
fggfM\�
rM J'q
G /38
19+50 20+GO 20+50 21+00
_ 21+50 22+00 n+.5n 2a.nn
Public
Water Distribution / Extension System
1n. CH" w Rakish .en..nIs to the aanne.um and ..lm.lsn a1 In.
Cave puMla —1. eptem m Ma.n m this Pm. m. --itl and
Cmetn,ollan m•Mode used M .1. '.),1 shut conform to In.
etmdmd. and Necncalbne 111 qa CRy'. 1 -ii, UI lee Hmdaook
PcitywFr ulaa. u.Pwa I Pecos f
Nd19rWam b ra'ew.l
bio
Public
Sewer Collection / Extension System
TM City PI R,hgh omemte to Me cannectbn and --,in o1 the
Cpyiu l lion � Ihoe suead I.
Oil.p,oi- Malin tend"annm io u. and
elmdard. and .p•ddwtbne of Ne Call, P— utinw. NmdUaah.
P,e u�DIen ax Paml /
Avllwrizalim to L—,n
INN
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of wider, sewer end/Or
reuse as appmred In these plana 's responsible for confactin9 the ENGINEERING
SERVICES at [phone] and the PUBLIC UTILITIES DEPARTMENT at(919)
996-4540 at least f~fy lour hours prior m beginning any of their construction.
FAILURE to notify both Cily Department-- advance of beginning Construction, Will
.suit in the Issuance of monetary lines and require reinstallation of any water or
sewer facilities not inspected as a result of this notification failure.
FAILURE to call for Inspection, Install a Downsnoem Plug, have Perm Med Plans on
Job site or any other Violation of City o/ Raleigh Standards Will fell in a Fine and
Possible Ex lus on horn future work in the CM of Raleigh.
L✓QTES'
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS.
2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER
SERVICES WITHIN AND ALONG THE CONSTRUCTION CORRIDOR
SHALL BE CONNECTED TO THE 8" OR 12" GRAVITY SANITARY
SEWER PER CITY OF RALEIGH SPECIFICATIONS.
3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE SHALL
RECEIVE NEW SANITARY SEWER LATERAL WITH CLEANOUT AT THE
RIGHT OF WAY UNE IF EXISTING CLEANOUT IS LOCATED ON
PROPERTY.
4. TEMPORARY WATER ONES SHAH BE INSTALLED ABOVE SANITARY
SEWER AND SERVICES.
5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY.
SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
6. ALL NEW SANITARY SEWER MANHOLES SHALL BE 5'0 UNLESS
OTHERWISE NOTED.
VERTICAL SCALE
2 0 1 2 4
I INCH = 2 FEET
HORIZONTAL SCALE
20 0 10 20 40
1 INCH = 20 FEET
U3
w
1
'
uM 3>19 PG 766
BM 1974 PG 170
PIN 071137479"
/ \ OB/ 5268 PG
®d�VP4-PC
PIN 0763740658
109
170
Do Nor us POR-N-11cnoe
Ul before you I
C7
z
3605 SWIFT DR.
/ 3603 SWIFT
DR.
W
CITY OF RALEIGH - PUNS AUTHORIZED FON CONSTRUCTION
6"
P STORM 12'X8' RCB STORM
NI Conseudim ri M in adsrd...
Federal R.I. and
wah PII Local. state. arW
Ra9ula1—
bN�
4�pN
c
�
17
oK
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aSH (/"e
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rp SEAL ;LL:
PUBLIC unun6s
STORM
027209 .:O
16 W
WATER
•
^•ice
PUNNING
+�FyO.�
tk H�1 s.
31n
FIRE
URBAN FORESTRY
m
Fv u Z o
335
15" RCF STORM m y tt
-- _
335
19 lM
2 N
`L v�
_ EXISTING/FINISH
GRADE
8H.
Sr uzzp
mr 2»>
Qz zz
330
CRADD CRETE
..;�.
f
330
76 LF OF 12.137 @' 0. 3%
N,^yPy
95 LFO 12•DIP Qa OAS%
325
to '�� a
\ gm z W
O
_
76 LF OF 20" STEEL CASING m
325
zo PIP EE DETAL 4 137 ym^;�m
24 L OF
16 >>
zz�
17 _
320
320
WLL
W
W
W
(Dm
Wm
f7�
O..
19+50 20+GO 20+50 21+00
_ 21+50 22+00 n+.5n 2a.nn
Public
Water Distribution / Extension System
1n. CH" w Rakish .en..nIs to the aanne.um and ..lm.lsn a1 In.
Cave puMla —1. eptem m Ma.n m this Pm. m. --itl and
Cmetn,ollan m•Mode used M .1. '.),1 shut conform to In.
etmdmd. and Necncalbne 111 qa CRy'. 1 -ii, UI lee Hmdaook
PcitywFr ulaa. u.Pwa I Pecos f
Nd19rWam b ra'ew.l
bio
Public
Sewer Collection / Extension System
TM City PI R,hgh omemte to Me cannectbn and --,in o1 the
Cpyiu l lion � Ihoe suead I.
Oil.p,oi- Malin tend"annm io u. and
elmdard. and .p•ddwtbne of Ne Call, P— utinw. NmdUaah.
P,e u�DIen ax Paml /
Avllwrizalim to L—,n
INN
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of wider, sewer end/Or
reuse as appmred In these plana 's responsible for confactin9 the ENGINEERING
SERVICES at [phone] and the PUBLIC UTILITIES DEPARTMENT at(919)
996-4540 at least f~fy lour hours prior m beginning any of their construction.
FAILURE to notify both Cily Department-- advance of beginning Construction, Will
.suit in the Issuance of monetary lines and require reinstallation of any water or
sewer facilities not inspected as a result of this notification failure.
FAILURE to call for Inspection, Install a Downsnoem Plug, have Perm Med Plans on
Job site or any other Violation of City o/ Raleigh Standards Will fell in a Fine and
Possible Ex lus on horn future work in the CM of Raleigh.
L✓QTES'
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS.
2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER
SERVICES WITHIN AND ALONG THE CONSTRUCTION CORRIDOR
SHALL BE CONNECTED TO THE 8" OR 12" GRAVITY SANITARY
SEWER PER CITY OF RALEIGH SPECIFICATIONS.
3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE SHALL
RECEIVE NEW SANITARY SEWER LATERAL WITH CLEANOUT AT THE
RIGHT OF WAY UNE IF EXISTING CLEANOUT IS LOCATED ON
PROPERTY.
4. TEMPORARY WATER ONES SHAH BE INSTALLED ABOVE SANITARY
SEWER AND SERVICES.
5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY.
SOME UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
6. ALL NEW SANITARY SEWER MANHOLES SHALL BE 5'0 UNLESS
OTHERWISE NOTED.
VERTICAL SCALE
2 0 1 2 4
I INCH = 2 FEET
HORIZONTAL SCALE
20 0 10 20 40
1 INCH = 20 FEET
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SCALE
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PROJECT
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UPSTREAM MANHOLE LOCATED
\ 106.18''FROM SEWER
\ MOR OR FORMERLY CONNECTION POINT
\ JASON DC'SSARY k LISA GOULDIE Alli) 58.24'
\ 00 1 PG 1999 INV N-346.19' 001
eM t9 teo INV OU7=346.19'
\ PIN 0 314
\ 1501 PINEnEW OIL
SS,MANHOLE of/ WATERTIGHT
FRAME `AND COVER (TYP.) \
1 PROPOSED 24 LF OF 16' STEEL \ 9Bl
_ ENCASEMENT PIPE 0.375' THICK. \
EXTEND 5' BEYOND BACKSIDE OF \ \ 1+00
ENGINEERED WALL AND RIPRAP.
SEE DETAIL 4/D13 \ 30
I
At
PROPOSED 12" DIP
t
be
SANITARY SEWER
60, pu
12'DIP
SANITARY
I
001
B" RE'�TRAINED JOINT
DIP SANITARY SEWER
NOW OR FORMERLY
ROBERT J. SOTAK
AND WIFE
HEE SOOK SONG
DB 6893 PG 913 N
BM 1959 PC 176
PIN 0763656574
1504 PINEVIEW DR.
mdc'
PROPOSED 8" DIP
SSMH
SANITARY SEWER
9
Now OR FORMERLY
20
rn
CRAIG A. BARTHOLOMEW
-z
a SSMH
w>> y
S
t�
MELISSA P. BARTHOLOMEW
z
7766 PY. 745
NOW OR FORMERLY
1656 PO 176
%M, 63656673
500 PI DR.
PATRICIA N. HYMAN
INFRASTRUCTURE CONSTRUCTION
I
I
' 2I
DS 2997 PC 354
R9p0
A l /
CUT (TP)
BM 1959 PG 176
..Fez
TRANSPORTATION FIELD SERVICES
PIN 0793659799
S
MH SSMH
3734 SWIFT DR.
I HOW OR FORMF3RL
IARNOLOUS A. VERHO
N
w 30
Z
rn^ 3`ci
EXISTING GRADE
AND WIFE
1/`l`
^ 18
6" DIP
14 ni
ROSEMARIE VERHOEN IN
340
350
WATER MAIN
DB 1670 PC 130
I
340
350
BM 1959 PG 176
CONCRETE
-
PIN 0793MMU
1•L'
y z z z PROPOSED GRADE y
in Fr
1417 PINEVIEW DR. T
CRADLE p
I
325
12'DIP
SANITARY
I
001
B" RE'�TRAINED JOINT
DIP SANITARY SEWER
NOW OR FORMERLY
ROBERT J. SOTAK
AND WIFE
HEE SOOK SONG
DB 6893 PG 913 N
BM 1959 PC 176
PIN 0763656574
1504 PINEVIEW DR.
mdc'
PROPOSED 8" DIP
SSMH
SANITARY SEWER
9
Now OR FORMERLY
20
rn
CRAIG A. BARTHOLOMEW
-z
a SSMH
w>> y
AND WIFE
t�
MELISSA P. BARTHOLOMEW
z
7766 PY. 745
to
1656 PO 176
%M, 63656673
500 PI DR.
��?
INFRASTRUCTURE CONSTRUCTION
I
I
\PED
/��
R9p0
A l /
CUT (TP)
1. NOT ALL SANITARY SEWER SERVICES ARE SHOWN ON DRAWINGS.
2. ALL DISTURBED/DISCONNECTED EXISTING SANITARY SEWER SERVICES WITHIN AND ALONG THE
CONSTRUCTION CORRIDOR SHALL BE CONNECTED TO THE 8' OR 12' GRAVITY SANITARY SEWER PER CITY
OF RALEIGH SPECIFICATIONS.
3. ALL PROPERTIES ON THE SOUTH SIDE OF SWIFT DRIVE .SHALL RECEIVE NEW SANITARY SEWER LATERAL
WITH CLEANOUT AT THE RIGHT OF WAY LINE IF EXISTING CLEANOUT IS LOCATED ON PROPERTY.
4. TEMPORARY WATER LINES SHALL BE INSTALLED ABOVE SANITARY SEWER AND SERVICES.
5. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY
FOR CLARITY.
6. ALL NEW SANITARY SEWER MANHOLES SWILL BE 5'6 UNLESS OTHERWISE NOTED.
/Z PROPOSED 8" DIP
SANITARY SEWER
PROPOSED 11 LF OF 16 —
STEEL ENCASEMENT PIPE 0.375'
THICK. SEE DETAIL 4/D13
o �
N
a
C
m
\ % I >7 I
\ I
mDZmjz
30,00 30+50 31+00 31-50
\NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
XBB P512070
\I�1906PC204
070 PIN 07037$23748 SWIFT
, • '
101
0111
PROPOSED 12" DIP
SANITARY SEWER
RIw
RF\N�r
n0 O
i
NOW OR FORMERLY
'tDWARD JAMES DUNPHY
AND WIFE
JUDITH KAY DUNPHY
DB 6252 PC 455
BM 1965 PG 2D4
FMN 0783754435
3709 SWIFT DR.
vW Z
—
SSMH
E2z
9
m
20
rn
ngPZ<�
-z
a SSMH
w>> y
5
355
340
iR
30,00 30+50 31+00 31-50
\NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
XBB P512070
\I�1906PC204
070 PIN 07037$23748 SWIFT
, • '
101
0111
PROPOSED 12" DIP
SANITARY SEWER
RIw
RF\N�r
n0 O
i
NOW OR FORMERLY
'tDWARD JAMES DUNPHY
AND WIFE
JUDITH KAY DUNPHY
DB 6252 PC 455
BM 1965 PG 2D4
FMN 0783754435
3709 SWIFT DR.
EXISTIIN
SSMH
SSMH
31
; -
3?�'apOw�eR 'Y
FINISHEC
20
rn
SEAL ,
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w>> y
5
355
340
iR
355
FOR REVIEW ONLY
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i;66 0
N!~iIKZZZ
INFRASTRUCTURE CONSTRUCTION
345
SCALE
8 S $ � EXISTING GRADE � 3 10
no
HFe
Nz
M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane
Fadaml R.W. and Regulations
1 "=2D' H
Tj� z8'X5' RCB STORM
..Fez
TRANSPORTATION FIELD SERVICES
6" DIP
F WATER MAIN
S
MH SSMH
�
60" RCP STORM
w 30
Z
rn^ 3`ci
EXISTING GRADE
330
1/`l`
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6" DIP
14 ni
340
350
WATER MAIN
Z0 �z5
340
350
CONCRETE
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in Fr
CRADLE p
I
325
C7
335
ENGINEERED WALL
.. o
335
SEE STRUCTURAL DESIGN
PROPOSED
11 LF OF 16' STEEL J
PROPOSED
ENCASEME
PIPE 0.375' THICK.
SEE DETAIL
345
RIPRAP
4
61 L OF a' IP @ Q54%
W
345
W
39,°fr
OF a 0\P
rF�e
64 LF F 6' DIP @ 0.502
24 LF OF 16'
STEEL CASING
PIPE
340
1
1
340
n�
L9
W
W c7
m�
W (7
W O
(9
f9
30,00 30+50 31+00 31-50
\NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
XBB P512070
\I�1906PC204
070 PIN 07037$23748 SWIFT
, • '
101
0111
PROPOSED 12" DIP
SANITARY SEWER
RIw
RF\N�r
n0 O
i
NOW OR FORMERLY
'tDWARD JAMES DUNPHY
AND WIFE
JUDITH KAY DUNPHY
DB 6252 PC 455
BM 1965 PG 2D4
FMN 0783754435
3709 SWIFT DR.
40+00 40+50
Public
Sewer Collection / Extension System
Tire City er Ral.iwn am..nt, t. the—.ts,U. and ..t.n.kn o1 N.
city'. Patic .sew .,I— m Fowl m Mb Pon. ln. matwbl and
Can.W"' ..pods u.14 1.r tnl. o)- .n. wnl.rrn t° In.
.tandwd. and ac.orcotkn..t tlw Qty'. Neu. uUntme Hon4pooA.
coy
Daww»°t —
A4nori.alien b Cwa4u 1
Public
Water Distribution / Extension System
ln. Day o1 Ras" wn..nt. to U. wnn.otbn and .. -- .1 tn.
Qty'. Pugk ..tw .ra— a .noon on qb pars. This m.twld aM
Co —tlm m.UOW ossa far tnb .roje.t .na. eanrwm to the
Maid -Gs amd .pedr .ion. of Ua CRY. Public utilities Hiiril A.
tail 6.Pednl.M P— F
AWwboYon to Con.tnxt
Ibt.
r
The COnsbucfpn Contractor responsible for Me extension of water sewer and/or suss. as approved In these plans. Is
responsible for contacbn9 the ENGINEERING SERVICES at [phone], and Na PUBLIC UTILITIES DEPARTMENT
at (919) 9964540 at least twenty lour hours prior to beginning any of their construction.
FAILURE to notify both CM Departments In advance of beginning Construction Will msuR'n the Issuance of monetary
Ones and require minstallabon of any water or sewer facilities not Inspected as a resuR of this no69cabon failure
FAILURE to call for Inspection, Instal/ a Downstream Plug, have Permitted Plans On Job site or any other Violation of City
of Raleigh Standards Will result in a Fine and Possible Excitation, from future work in the City of Ralsigh.
2� PROPOSED
CLEANOUT
PROPOSED 12" DIP (TYP)
SANITARY SEWER
O � 1t
maw<D� a
a��8 zN A
��goo• 8 � � I :61�'=1
m m
EXISTIIN
SSMH
; -
3?�'apOw�eR 'Y
FINISHEC
20
rn
SEAL ,
340MH
5
MH 2
$
340
4 FINISHED GRADE
m ��$
FOR REVIEW ONLY
Do am use roe cossmucnos
ZZg �
INFRASTRUCTURE CONSTRUCTION
345
SCALE
8 S $ � EXISTING GRADE � 3 10
345
M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane
Fadaml R.W. and Regulations
1 "=2D' H
Tj� z8'X5' RCB STORM
335
TRANSPORTATION FIELD SERVICES
6" DIP
F WATER MAIN
335
PUSUC UTILITIES
�
60" RCP STORM
330
1/`l`
^ 18
6" DIP
FIRE
FIRE
340
330
WATER MAIN
340
CONCRETE
1•L'
325
CRADLE p
I
325
C7
335
.. o
335
PROPOSED
11 LF OF 16' STEEL J
ENCASEME
PIPE 0.375' THICK.
SEE DETAIL
4/013
330
330
N�
W
40+00 40+50
Public
Sewer Collection / Extension System
Tire City er Ral.iwn am..nt, t. the—.ts,U. and ..t.n.kn o1 N.
city'. Patic .sew .,I— m Fowl m Mb Pon. ln. matwbl and
Can.W"' ..pods u.14 1.r tnl. o)- .n. wnl.rrn t° In.
.tandwd. and ac.orcotkn..t tlw Qty'. Neu. uUntme Hon4pooA.
coy
Daww»°t —
A4nori.alien b Cwa4u 1
Public
Water Distribution / Extension System
ln. Day o1 Ras" wn..nt. to U. wnn.otbn and .. -- .1 tn.
Qty'. Pugk ..tw .ra— a .noon on qb pars. This m.twld aM
Co —tlm m.UOW ossa far tnb .roje.t .na. eanrwm to the
Maid -Gs amd .pedr .ion. of Ua CRY. Public utilities Hiiril A.
tail 6.Pednl.M P— F
AWwboYon to Con.tnxt
Ibt.
r
The COnsbucfpn Contractor responsible for Me extension of water sewer and/or suss. as approved In these plans. Is
responsible for contacbn9 the ENGINEERING SERVICES at [phone], and Na PUBLIC UTILITIES DEPARTMENT
at (919) 9964540 at least twenty lour hours prior to beginning any of their construction.
FAILURE to notify both CM Departments In advance of beginning Construction Will msuR'n the Issuance of monetary
Ones and require minstallabon of any water or sewer facilities not Inspected as a resuR of this no69cabon failure
FAILURE to call for Inspection, Instal/ a Downstream Plug, have Permitted Plans On Job site or any other Violation of City
of Raleigh Standards Will result in a Fine and Possible Excitation, from future work in the City of Ralsigh.
2� PROPOSED
CLEANOUT
PROPOSED 12" DIP (TYP)
SANITARY SEWER
O � 1t
maw<D� a
a��8 zN A
��goo• 8 � � I :61�'=1
m m
50+00
NOW OR FORMERLY
GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2056 PG 240
BEI 1 079 PG 204
R94 0763756357
SWIFT DR.
- 001 i
2o�ATf ri* STP,RR7-L
NOW OR FORMERLY
RICHARD S. WARR
AND WIFE
KAREN ROYCE WARR
DB 9423 PC 386
BM 1965 PC 2D4
PW 07533757351
3612 SHIFT DR.
is-
Krow whaPs 1191011L
Cal hekFsyw EYg
VERTICAL SCALE
2 0 1 2 4
I INCH = 2 FEET
HORIZONTAL SCALE
20 0 70 20 40
I INCH = 20 FEET
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EXISTIIN
G GRADE
; -
3?�'apOw�eR 'Y
FINISHEC
GRADE
SEAL ,
340MH
�2!B'
340
m
Zg i
FOR REVIEW ONLY
Do am use roe cossmucnos
+ a n F N m II
INFRASTRUCTURE CONSTRUCTION
PLAN APPROVAL
SCALE
NuZ>ZZ>Zp>2 S�m2
1 "=2' V
M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane
Fadaml R.W. and Regulations
1 "=2D' H
NiY"` NN K�
335
TRANSPORTATION FIELD SERVICES
6" DIP
F WATER MAIN
335
PUSUC UTILITIES
�
II
330
1/`l`
^ 18
FIRE
FIRE
330
LPC&63V
0\P �
1•L'
325
325
C7
50+00
NOW OR FORMERLY
GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2056 PG 240
BEI 1 079 PG 204
R94 0763756357
SWIFT DR.
- 001 i
2o�ATf ri* STP,RR7-L
NOW OR FORMERLY
RICHARD S. WARR
AND WIFE
KAREN ROYCE WARR
DB 9423 PC 386
BM 1965 PC 2D4
PW 07533757351
3612 SHIFT DR.
is-
Krow whaPs 1191011L
Cal hekFsyw EYg
VERTICAL SCALE
2 0 1 2 4
I INCH = 2 FEET
HORIZONTAL SCALE
20 0 70 20 40
I INCH = 20 FEET
rn
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CHECKED BY: PLC
%i,7
REVISIONSN
; -
3?�'apOw�eR 'Y
SEAL ,
N0. DATE
FOR REVIEW ONLY
Do am use roe cossmucnos
INFRASTRUCTURE CONSTRUCTION
PLAN APPROVAL
SCALE
CRY OF RALEIGH — PIANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
M Construction mu.l M in accordiir. ..An all Laoa1. stat.. ane
Fadaml R.W. and Regulations
1 "=2D' H
PROJECT
TRANSPORTATION FIELD SERVICES
50079797
PUSUC UTILITIES
STORM WATER
1/`l`
^ 18
FIRE
FIRE
URBAN FORESTRY

CA
4s"
SF
1 B" INSERTION
VALVE
� 2p.
NOW OR FORMERLY
RAYMOND d4 FLORENCE VICKERY
DR 1]735 PG 1B5
ON 1959 PG 170
PIN: 07/17656647
1416 PINENIEW DR.
/
r
/
W
U
EXISTING GRADE
W
_ _ m
`\ }
45" BEND
W/ OCKQIIG 8" IP
ER MAIN
—
SS Ss—
z
PIPE 0.M" 41ICK-.Z)i 51— -L-—
\
-
REPLACE 8' DIP WATER MAIN 10 LF ON \
BEND
W/BLOCKING
BY \
OR --� �V
EITHER SIDE OF NEW 15"0 STORM PIPE. \
\
P
WATER MAIN SHALL BE INSTALLED UNDER
NOW ON FORMERLY I
JASON DOSSARY & LISA GOULDIE
\
350
STORM PIPE WITH V-6' CLEARANCE
BETWEEN BOTTOM OF 15' RCP STORM PIPE
\
18' RCP
1501 PINEVIEW DR. 1
AND TOP OF B' DIP WATER AWN
\
Q6
B" INSERTION
\
`
VALVE
\
m Ci m
156
ralnstallatIon of any water or sewer facilities not Inspected as a result of
��
FINISHED
GRADE
zrc
FAILURE to call for Inspection, Install a Downstream Plug, have
f
O Z
;.1 v
\
mWWW
3 >
-
NOW OR FORMERLY
ARNOLDUS A. VERHOENEN
Standards will result In a Fine and Possible Exclusion from future work in
�\
AND WIFE
\
MOU
5
p ROSEMARIE VERHOENEN
8' DIP
En qVd(\
DB 1670 PC 1 3
EIM PG176
PIN 10787656882
1417 PINEVIEW
\
\
Q
P959
DR.
WATER MAIN
P
RELOCATE FIRE HYDRANT \
CIA FORNERLY
8" INSERTION
TO BACK OF SIDEWALK \
PATNOW
RI IA HYMAN
N.
f
VALVE
O
354
BN
'Y4" COPPER WATER
SERVICE
/ 139 LF B" DIP —'
/ WATER MAIN /
r
r
% PROVIDE \ _ t959 PG 179
/ — — WATER ARYV PIN o7s1e5e7ee
—� WATER SERVICE \ 8' TEE ]7]4 SWIM DR.
8"x6"
35y REDUCER -
VALVE
NN —OR FORMEA�L
DELNA R. MILLS /
08 2094 PG 1011 /
ON 1980 PG 80
PIN 0793856784
1422 PINEVIEW DR. /
COPPERSWATER
ERVICE
MECHANICAL JOINT CAP
WITH CONCRETE THRUST
/ BLOCK
W
U
EXISTING GRADE
W
_ _ m
`\ }
45" BEND
W/ OCKQIIG 8" IP
ER MAIN
—
SS Ss—
z
PIPE 0.M" 41ICK-.Z)i 51— -L-—
— —
46
2—_
BEND
W/BLOCKING
BY \
OR --� �V
348=
A
sp' 2�
NN —OR FORMEA�L
DELNA R. MILLS /
08 2094 PG 1011 /
ON 1980 PG 80
PIN 0793856784
1422 PINEVIEW DR. /
COPPERSWATER
ERVICE
MECHANICAL JOINT CAP
WITH CONCRETE THRUST
/ BLOCK
10+00 10+50 11+00 11+50
SEE NOTE 9
._---� MIN �T _
S
=44 LF 6'0 :c 60' PUBLIC RAW SS
DIP W��''
- B" GATE VALVE-
--347 346 34
_ 343--
2_ —_
--34_`--
W
U
EXISTING GRADE
EASEMENT
to
—
STING 8'
z
PIPE 0.M" 41ICK-.Z)i 51— -L-—
— —
TER AWN
N n w
u
�4%
(
EE NOTES)
350
350
ENGINEERING SERVICES at (919) 9962408 and the PUBLIC
NOW ON FORMERLY I
JASON DOSSARY & LISA GOULDIE
± W +
350
OB 13577 PG 1999
BM 1980 PG 780
PIN 0783859514
W
I
18' RCP
1501 PINEVIEW DR. 1
YW/
FINISHED
FAILURE to notify both City Depanme is in advance of beginning
STORMWATER
Construction, will result In the Issuance of monetary fines, and require
I -n
m Ci m
ralnstallatIon of any water or sewer facilities not Inspected as a result of
m
FINISHED
GRADE
zrc
FAILURE to call for Inspection, Install a Downstream Plug, have
f
O Z
;.1 v
'z
mWWW
3 >
-
Standards will result In a Fine and Possible Exclusion from future work in
the City of Raleigh.
MOU
12" DIP
8' DIP
dN
SANITARY 28 LF OF..
WATER MAIN
K
z e,
1. ALL PROPERTIES ALONG THE SOUTH SIDE OF
W
345
345
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WITH NEW WATER METER AT THE PROPERN LINE
345
O
345
IF EXISTING WATER METER IS LOCATED OUTSIDE OF
RIGHT-OF-WAY.
V I
Q
B" DIP
n�n
• • 1 WATER MAIN
2. TEMPORARY WATER LINES SHALL BE INSTALLED
°D 23 LF OF 16' STEEL ENCASEM TT
(/7
O
.-
m
X
6" DIP
342
340
W
7
WATER MAIN
z
WALL AND RIPRAP. SEE DETAIL
/D13
340
342
TEMPORARY WATER UNE DURING CONSTRUCTION.
ON
TILL
wLL
mLL
TILL
r;�
�ti
6..
10+00 10+50 11+00 11+50
SEE NOTE 9
._---� MIN �T _
S
=44 LF 6'0 :c 60' PUBLIC RAW SS
DIP W��''
- B" GATE VALVE-
--347 346 34
_ 343--
2_ —_
--34_`--
20,00 20.50 21+00
N
W
U
EXISTING 6'
EASEMENT
to
—
23 LF OF 16' STEEL ENCASEMENT ,
z
PIPE 0.M" 41ICK-.Z)i 51— -L-—
— —
_
BEYOND
BEYOND BACKSIDE OF ENGINEERED I
�4%
WALL AND RIPRAP. SEE DETAIL 4/Dj
EXISTING GRADE
350
—
ENGINEERING SERVICES at (919) 9962408 and the PUBLIC
NOW ON FORMERLY I
JASON DOSSARY & LISA GOULDIE
`v
\
OB 13577 PG 1999
BM 1980 PG 780
PIN 0783859514
W
I
SEE UCNRAL DESIGN
1501 PINEVIEW DR. 1
YW/
20,00 20.50 21+00
N
W
U
EXISTING 6'
W
y
WATER MAIN
z
O
PG
(SEE NOTE 5)
W
W
350
U
EXISTING GRADE
350
ENGINEERING SERVICES at (919) 9962408 and the PUBLIC
ENGIN ED WALL
`v
UTILITIES DEPARTMENT at 19191996-4540 et least twenty lour hours
SEE UCNRAL DESIGN
prior to beginning any of their construction.
FINISHED
FAILURE to notify both City Depanme is in advance of beginning
Construction, will result In the Issuance of monetary fines, and require
GRADE
n
ralnstallatIon of any water or sewer facilities not Inspected as a result of
+
zrc
FAILURE to call for Inspection, Install a Downstream Plug, have
;.1 v
Pemitted Plans on Job site, or any other Violation of City of Raleigh
Standards will result In a Fine and Possible Exclusion from future work in
the City of Raleigh.
8" TEE
12" DIP
SANITARY 28 LF OF..
SEWER 16" STEEL
1. ALL PROPERTIES ALONG THE SOUTH SIDE OF
W
345
CASING PIPE
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WITH NEW WATER METER AT THE PROPERN LINE
345
O
IF EXISTING WATER METER IS LOCATED OUTSIDE OF
RIGHT-OF-WAY.
V I
Q
B" DIP
• • 1 WATER MAIN
2. TEMPORARY WATER LINES SHALL BE INSTALLED
°D 23 LF OF 16' STEEL ENCASEM TT
(/7
PIPE 0.375' THIDEE EXPEND 5'
340
BEYOND BACKSIDE OF ENGINEERED
z
WALL AND RIPRAP. SEE DETAIL
/D13
340
TEMPORARY WATER UNE DURING CONSTRUCTION.
ON
ONCE CONSTRUCTION IS COMPLETED OR TO A
20,00 20.50 21+00
N
W
U
W
y
U
z
O
PG
W
W
z
U
C!
rzs
ATTENTION CONTRACTORS
i U�4
Construction Contractor responsible for the extension of water, sewer
awThe
1Wu
and/or reuse, as approved in these plans, is responsible for confachna tte
� � i
ENGINEERING SERVICES at (919) 9962408 and the PUBLIC
`v
UTILITIES DEPARTMENT at 19191996-4540 et least twenty lour hours
prior to beginning any of their construction.
FAILURE to notify both City Depanme is in advance of beginning
Construction, will result In the Issuance of monetary fines, and require
ralnstallatIon of any water or sewer facilities not Inspected as a result of
this nofi5wtion failure.
FAILURE to call for Inspection, Install a Downstream Plug, have
Pemitted Plans on Job site, or any other Violation of City of Raleigh
Standards will result In a Fine and Possible Exclusion from future work in
the City of Raleigh.
1. ALL PROPERTIES ALONG THE SOUTH SIDE OF
W
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WITH NEW WATER METER AT THE PROPERN LINE
W / ^
O
IF EXISTING WATER METER IS LOCATED OUTSIDE OF
RIGHT-OF-WAY.
V I
Q
2. TEMPORARY WATER LINES SHALL BE INSTALLED
Q
(/7
ABOVE SANITARY SEWER AND SERVICES.
z
3. WATER SERVICES SHALL BE CONNECTED TO THE
TEMPORARY WATER UNE DURING CONSTRUCTION.
ON
ONCE CONSTRUCTION IS COMPLETED OR TO A
LLI
POINT WHERE THE PERMANENT WATER MAIN IS
INSTALLED, TESTED, AND DISINFECTED, AND
Q
I
J
APPROVED BY THE CITY OF RALEIGH, THE WATER
SERVICES
SHALL BE DISCONNECTED FROM THE
TEMPORARY
WATER LINE AND CONNECTED TO THE
PERMANENT WATER AWN.
'T
`L
4. AFTER PERMANENT WATER MAIN AND WATER
/1�
U —�
Ln
SERVICES HAVE BEEN INSTALLED, TESTED, AND
7
DISINFECTED, THE TEMPORARY WATER LINE SWILL
Z O
LJ
z
BE REMOVED/ ABANDONED. WATER LINE SHALL BE
CAPPED D CONCRETE BLOCKING
Q
of
SHALL BE
N
Q
CL
RP OMDED.
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
W LL
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
ENTIRETY FOR CLARITY.
6. SOME WATER MAINS, VALVES, INSERTION VALVES,
I �1
v / z
z
BENDS, SLEEVES, ETC. ARE NOT SHOWN IN
Z W
PROFILE FOR CLARITY.
Q -
7. INSERTION VALVE SHALL BE INSTALLED ON THE
O
G,,,S
N
AME PIECE OF PIPE AS THE TAPPING SADDLE TO
W
c)
PREVENT PIPE SEPARATION UPON VALVE CLOSURE.
CC \
/
O
B. WATER AND SANITARY SEWER MAINS SHALL
G
MAINTAIN 10' HORIZONTAL SEPARATION. WHERE
/ �1 0
THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL
v /Of
BE FERROUS PIPE AND WATER AWN SHALL
N
MAINTAIN 18" VERTICAL SEPARATION ABOVE
SANITARY SEWER MAIN.
VERTICAL SCALE
DATE. JUNE 2017
2 D 1 2 4
DRAWN BY:
ARH
I INCH - 2 FEET
CHECKED BY: PLC
HORIZONTAL SCALE
REVISIONS
20 o ID 20 40
N0.DATE
I INCH = 20 FEET
FOR REVIEW ONLY
Do oar use ---mm*
Know what's below
Call before you,Rg
INFRASTRUCTURE CONSTR TION PAN APPROVAL
SCALE
CRY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "_1'
V
NI Construction must bs in ii—rdance rkh oil L-1. Stats, aM
1 "-2D' H
Federal Rule and R,pulations
��"(H GRjO c•
TRANSPORTATION FIELD SERMCES
PROJECT
50079797
;?Q: p�•f.Sal°r'`'L'%
' a
PUBLIC UTILITIES
SEAL
•�:
027263 :A,
PLANNINGOATER
:RHmet s:
C
19
ORE
r
URBAN FORESTRY

OR FORMERLY o"
SYRON BAIRD RY C, LEMNGT,'T%STEE OF
WARREN SAIRD Y C. LEVINGS REVOCABLE TRUST
Now PC D8 8 1 PC 276
DIS 15226 'ON sell 19060 PC led
SM 19 Out PC 227 PN 079375171112
PIN U711257507 3726 SWIFT OR
3730 SWIFT DOR6
PROVIDE
a TEMPORARY (30
WATER SERVICE
REPLACE B" DIP WATER N 10 LF 0
EITHER SIDE OF NEW 1 ORM PIPE
-1WATEP,--�4MAA11N----9HALr-BE 11 UNDER
STORM PIPE WITH 1 - CLEARANCE
BETWEEN BOTTOM OF 15' RCP STORM PIPE
20, A140 TOf OF 6- DIP—WATER M�N
SS
2 MiN.
NOTE 8 ION
SEE NOTE 8 SEE NOTE
PROVIDE LOD ------------------------
TEMPORARY
WATER SERVICE
30-00 30-50 31-00
REPLACE 6" DIP WATER MAN 10 tF ON -
EITHER SIDE Of' NEW 1��f STORM PIPE.
--WATE"N-SMALE-SE INSTALLED UNDER
STORM PIPE WITH V-6* CLEARANCE
BETWEEN BOTTOM OF 15* RCP STORM PIPE
AND TOP 0"- OLE -WATER MAINI-
INSERTION
I ka VALVE
NA\
E 'i� INSERTION
6 ' _�\
\ � . N E .N
VA VALVE VALVE:
2 MIN.
0'
SS
SS
SS -1 S`3 6- 1 SER-nON T
E VALVE SEE NOTE B
SEE NO 8
REPLACE 6" DIP WATER M 1 10 LF ON
EITHER SIDE OF NEW 15"Ill 0 PIPE.
WATER MAIN SHALL BE I_ DER
STORM PIPE WITH
-15
491WEE11000771DIMI OF
+-17'W AND TOP OF 6" D 1 R MAI Lo.
LOD -LoD \—�� ADD
---u0D
IFO! REVIEW ONLY1
FINISHED
EXISTING
-
GRADE
GRADE
z
345
CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION
15" RCP
2:-rp
1 "=2' V
345
ATTENTION CONTRACTORS
1 "--20' H
Z STORM
TRA14SIORTAION FIELIC S11111:11
PUBLIC UTILITIES
STORM WATER
PL,kNNING
PROJECT
50079797
340
FIRE
12'x5' RCB 15- RCP
340
ENGINEERING SERVICES at (919) QW2409, and the PUBLIC
EXISTING
STORM STORM
UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours
6" WX
ER MAIN
6' WATER MAIN
FAILURE to notity both City Department— adhiance of beginning
(SEE
NOTE 5)
Construction. *If resuft in Me Issuance of incunettify fines. and requin,
(SEE NOTE 5)
reinstallation of any water or serwar facilities; not Inspected as a result of
this notifficabon failure
FAILURE to call for Inspection, Install a Downstream Plug, hinm
335
340
Standards will ma." In a Fin. and Possible Exclusion from future work in
340
the City ofRaleigh
��,(ISTING
335
6"
335
WATER MAIN
X
$
LLJ
ER
(SEE NOTE 5)
6
0 bo
1330
30-00 30-50 31-00
REPLACE 6" DIP WATER MAN 10 tF ON -
EITHER SIDE Of' NEW 1��f STORM PIPE.
--WATE"N-SMALE-SE INSTALLED UNDER
STORM PIPE WITH V-6* CLEARANCE
BETWEEN BOTTOM OF 15* RCP STORM PIPE
AND TOP 0"- OLE -WATER MAINI-
INSERTION
I ka VALVE
NA\
E 'i� INSERTION
6 ' _�\
\ � . N E .N
VA VALVE VALVE:
2 MIN.
0'
SS
SS
SS -1 S`3 6- 1 SER-nON T
E VALVE SEE NOTE B
SEE NO 8
REPLACE 6" DIP WATER M 1 10 LF ON
EITHER SIDE OF NEW 15"Ill 0 PIPE.
WATER MAIN SHALL BE I_ DER
STORM PIPE WITH
-15
491WEE11000771DIMI OF
+-17'W AND TOP OF 6" D 1 R MAI Lo.
LOD -LoD \—�� ADD
---u0D
40+00 40+50
Public
Water Distribution / Extension System
Th. Car . asliil,� --1. 1. It. --I. — ..-- .1 In.
.is . I, — . th. el. Th. —sr. —
n-1 I this —*1 .. -- I. th.
d ,i th, Cftyl, Pibfi, Utllft� Hw,b,,,,4L
-Y - "No
ofs— iii -it
Public
Sewer Collection Extension System
M, ., = =,. to -- — -.— .1
City. �blic 11,4 .. --
-j� — —1— 1. th.
—d— — fit th. City. P.bik V01— F—b—,
CRY 0 —0
P— — Nw— �s
IFO! REVIEW ONLY1
GRADE
-
U)
z
SCALE
CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
ATTENTION CONTRACTORS
1 "--20' H
7 1.
SEAL *.,-
027263 :U.-
TRA14SIORTAION FIELIC S11111:11
PUBLIC UTILITIES
STORM WATER
PL,kNNING
PROJECT
50079797
340
FIRE
an,14 muse. as approved in them plans. is responsible for =too the
340
ENGINEERING SERVICES at (919) QW2409, and the PUBLIC
EXISTING
UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours
prior to beginning any of their const—bon.
6' WATER MAIN
FAILURE to notity both City Department— adhiance of beginning
Construction. *If resuft in Me Issuance of incunettify fines. and requin,
(SEE NOTE 5)
reinstallation of any water or serwar facilities; not Inspected as a result of
this notifficabon failure
FAILURE to call for Inspection, Install a Downstream Plug, hinm
335
Standards will ma." In a Fin. and Possible Exclusion from future work in
335
the City ofRaleigh
��,(ISTING
6"
WATER MAIN
1 . ALL PROPERTIES ALONG THE SOUTH SIDE OF
LLJ
ER
(SEE NOTE 5)
330
LLJ U)
<
1330
do
CD
40+00 40+50
Public
Water Distribution / Extension System
Th. Car . asliil,� --1. 1. It. --I. — ..-- .1 In.
.is . I, — . th. el. Th. —sr. —
n-1 I this —*1 .. -- I. th.
d ,i th, Cftyl, Pibfi, Utllft� Hw,b,,,,4L
-Y - "No
ofs— iii -it
Public
Sewer Collection Extension System
M, ., = =,. to -- — -.— .1
City. �blic 11,4 .. --
-j� — —1— 1. th.
—d— — fit th. City. P.bik V01— F—b—,
CRY 0 —0
P— — Nw— �s
IFO! REVIEW ONLY1
-
U)
z
SCALE
CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
ATTENTION CONTRACTORS
1 "--20' H
7 1.
SEAL *.,-
027263 :U.-
TRA14SIORTAION FIELIC S11111:11
PUBLIC UTILITIES
STORM WATER
PL,kNNING
PROJECT
50079797
rhe Construction Corfmclo, responsible for the tudension of water. seweir
FIRE
an,14 muse. as approved in them plans. is responsible for =too the
ENGINEERING SERVICES at (919) QW2409, and the PUBLIC
IFO! REVIEW ONLY1
-
I
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
ATTENTION CONTRACTORS
1 "--20' H
7 1.
SEAL *.,-
027263 :U.-
TRA14SIORTAION FIELIC S11111:11
PUBLIC UTILITIES
STORM WATER
PL,kNNING
PROJECT
50079797
rhe Construction Corfmclo, responsible for the tudension of water. seweir
FIRE
an,14 muse. as approved in them plans. is responsible for =too the
ENGINEERING SERVICES at (919) QW2409, and the PUBLIC
UTILITIES DEPARTMENT at (919) 9915-4540 at least twenty four hours
prior to beginning any of their const—bon.
FAILURE to notity both City Department— adhiance of beginning
Construction. *If resuft in Me Issuance of incunettify fines. and requin,
reinstallation of any water or serwar facilities; not Inspected as a result of
this notifficabon failure
FAILURE to call for Inspection, Install a Downstream Plug, hinm
Pennitted Plans on Job sit,, or any other Violation of City of Raleigh
Standards will ma." In a Fin. and Possible Exclusion from future work in
the City ofRaleigh
NOTES
1 . ALL PROPERTIES ALONG THE SOUTH SIDE OF
LLJ
ER
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WFI-H NEW WATER METER AT THE PROPERTY LINE
IF EXISnNG WATER METER IS LOCATED OUTSIDE OF
LLJ U)
<
RIGHT-OF-WAY.
CD
2. TEMPORARY WATER LINES SHALL BE INSTALLED
<
ABOVE SANITARY SEWER AND SEFUCES.
z
3. WATER SERVICES SHALL BE CONNECTED TO THE
CN
TEMPORARY WATER LINE DURING CONSTRUCTION.
1
ONCE CONSTRUCTION S COMPLETED OR TO A
LE,
POINT WHERE THE PERMANENT WATER MAIN IS
INSTALLED TESTED , AND DISINFECTED, AND
APPROVE6 BY THE CITY OF RALEIGH. THE WATER
C)
SERVICES SHALL BE DISCONNECTED FROM THE
TEMPORARY WATER UNE AND CONNECTED TO THE
Cj-
PERMANENT WATER MAIN.
LLJ
4. AFTER PERMANENT WATER MAIN AND WATER
—D
Ln
SERVICES HAVE BEEN INSTALLED, TESTED, AND
DISI NFECTED, THE TEMPORARY WATER LINE SHALL
Z 0
BE REMOVED/ ABANDONED. WATER LNE SHALL BE
I !
<
E, -
CAPPED AND CONCRETE BLOCKING SHALL BE
PROVIDED.
Q��
Q)
Q-
M
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
�:
Or
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
LLj
ENTIRETY FOR CLARITY.
B. SOME WATER MAJNS, VALVES INSERTION VALVES,
SENDS. SLEEVES. ETC. ARE NOT SHOWN IN
Lj
CIL
PROFILE FOR CLARITY.
0
7. INSERTION VALVE SHAUL BE INSTALLED ON THE
SAME PIECE OF PIPE AS THE TAPPING SADDLE TO
Lj-j
PREVENT PIPE SEPARATION UPON VALVE CLOSURE.
>
tz�
8. WATER AND SANITARY SEWER MAINS SHALL
0
MAINTAIN 10' HORIZONTAL SEPARATION. WHERE
THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL
BE FERROUS PIPE AND WATER MAIN SHALL
C14
MAINTAIN 18* VERTICAL SEPARA71ON ABOVE
SANITARY SEWER MAIN.
VERTICAL SCALE
DATE., JUNE
2017
Mal
4!!��
DRAWN BY.
ARH
I INCH - 2 FEET
CHECKED By
PLC
HORIZONTAL SCALE
REVISIONS
NO.
DATE
2,0 0 10 20 40
Kno.what's below.
Ff
Cali bettive you dig. I INCH = 20 FEET
IFO! REVIEW ONLY1
-
I
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PEWS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
MI r—wimcliw -s, � in —ontan. — 11 L-1, St,t,, ,,di
Ft,,isml R,],, and lit,90,10—
1 "--20' H
7 1.
SEAL *.,-
027263 :U.-
TRA14SIORTAION FIELIC S11111:11
PUBLIC UTILITIES
STORM WATER
PL,kNNING
PROJECT
50079797
C20
FIRE
URBAN FORESTRY

I NOW OR FORMERLY I
NOW OR FORMERLY I GERALD K. GRAHAM
GEORGE V. PECCI AND WIFE
I AND WIFE I RAMONA S. GRAHAM
JANET T. PECCI eM 29a� PSG 204
OB 2062 PC 138 RN 0763750357 I
I BM 1665 PG 71
PIN 0783755471 3700 SWIrT DR. _I
37D4 SWIFT DR.
II
;>
001 F I
20' DRAINAGE EASEMENIF-BM 1965 BG 204 c.,
. -- 20 DBAINAGE EASEMENT—BM 1965 P rl
0s"
339"`"" .�Jr
'- 341
2
0'
6' INSERTION ?
VALVE SS
s— SS a
in
1
I
I
I I
I
INOW
OR FORMERLY
DEVIN B. KAHLER
KENNETH 0. MEDLINI
AND
AND WIFE
SUSAN E. KAHLER
I
JONA P. MEDLIN
`
OB ]786 PG 273
la�jit)
BEI 1960 PG 180
PIN 0783754150
PIN 0753753292
3711 SWIFT DR.
3715 SWIFT DR,
I
I
I
NOW OR FORMERLY
RICHARD S. WARR
AND WIFE
KAREN ROYCE WARR
08 9423 PG 366
ON 1965 PC 204
PIN0763]757351
3512 SWIFT DR.
GOP
iAA 7 52,iV
�Y
SS
6' INSERTION
VALVE
3
I �
NOW OR FORMERLY I
NOW OR FORMERLY
DEVIN B. KAHLER
MICHAEL S. CLARKE
AND
AND
SUSAN E. KAHLER
I
COURTNEY D. CLARKE
DB 8779 PG 344
DB 13963 PC 1824
BM Igo" PG 100
PIN 0783755173
PIN 0783754150
3707 SM DR.
3711 SWIFT DR.
50+W 50.50 51+00 51+50 52+00
Public
Water Distribution / Extension System
m. Coy or R." can.xnt. le th. wrwstlon — .xNn.bn a —
cny. public
..to .yMen m sho.n s this ".. me meleiel en4
Lssbuctlon m.1— use Ia "Is aolsot shell tuns,, to the
stems and .p.irmtipns of the CRY. Pubs UtilitW Menrpoab.
�
N11Gfitio, am.N 1—it if
Iuthm Ist- . -0-1
mer
Public
Sewer Collection / Extension System
Ih. Oly el Ralepn csaent. 1. the wnnstwn or. stssion el the
city- P— —1 splen as Moss this plan. q. —W ane
C.iit— m—It....M Iv this _jscl Mels co 1— to th.
.1--d. en4 .pslRcatlons el q. city- Publ. Utinus. Hon4boak.
cay
W
NMp. UUI4s 0.snme4 Pumw
Axnonavtion to Cone[rvcl
ml.
TheConstruction Contredur responsible for the extension of water, sewer
andlor reuse, as approved in these plans, is responsible for conte the
ENGINEERING SERNCES a< (8191996-2409, and the PUBLIC
UTILITIES DEPARTMENT at (919) 9964540 at least twenty to. houm
prior to beginning any of their Construction.
FAILURE to notify both City Departments in advance of beginning
Construction, will result in the Issuance of monetary fines, and require
installation of any water or sewer facilities not Inspected as a result of
this notification failure
FAILURE to call fa Inapection, Install a DownstreBln Plug, have
Perorated Plans on Job site, or any other Violation of City of Raleigh
Sioncei ds will result In a Fine and Possible Exclusion from future work In
Me
Cay of ReNgh.
N
CHECKED BY. PLC
H4IFS.
REVISIONS
340
GNRACEED
W
340
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WITH NEW WATER METER AT THE PROPERTY LINE
IF EXISTING WATER METER IS LOCATED OUTSIDE OFr,
LI__I , V^
EXISTING
RIGHT—OF—WAY.
V
SCALE
CaYoeasyoDas
GRADE
2. TEMPORARY WATER LINES SHALL BE INSTALLED
Q
EXISTING 6'0
1 '=20' H
ABOVE SANITARY SEWER AND SERVICES.
RULES AND REGULATIONS
.......
WATER MAIW ii
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D27263 .04�
TEMPORARY WATER UNE DURING CONSTRUCTION.
C21
O
MU
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uRaw Fo4EsrRy
POINT WHERE THE PERMANENT WATER MAIN IS
I
66'7RCP
INSTALLED, TESTED, AND DISINFECTED, AND
APPROVED BY THE CITY OF RALEIGH, THE WATER
STORM B'x5' RCB
SERVICES SHALL BE DISCONNECTED FROM THE
N
STORM
TEMPORARY WATER UNE AND CONNECTED TO THE
PERMANENT WATER AWN.
/ U l
I
335
3'x3' RG
335
4. AFTER PERMANENT WATER MAIN AND WATER
U
—
15' RCP
SERVICES HAVE BEEN INSTALLED, TESTED, AND
DISINFECTED, THE TEMPORARY WATER LINE SHALL
Z O
LiI
z
BE REMOVED/ ABANDONED. WATER LINE SHALL BE
CAPOVIDE AND CONCRETE
STORM
BLOCKING SHALL BE
LL
Q
EXI
WA
NG fi'/
MAIN
r,
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
(SEE
NOTE 5)
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
127
DIP
ENTIRETY FOR CLARITY.
1---
SAIV
ARY
Z
3
BENDS, SLEEVES, ETC. ARE NOT SHOWN IN
W
SEWER
AWN
PROFILE FOR CLARITY.
330
7. INSERTION VALVE SHAI1 BE INSTALLED ON THE
W
330
SAME PIECE OF PIPE AS THE TAPPING SADDLE TO
PREVENT PIPE SEPARATION UPON VALVE CLOSURE.
\
B. WATER AND SANITARY SEWER MAINS SHALL
�Z 10Z
MAINTAIN 10' HORIZONTAL SEPARATION. WHERE
O
^O
!2 m
(Y
BE FERROUS PIPE AND WATER MAIN SHALL
rr''''33
N
MAINTAIN 18' VERTICAL SEPARATION ABOVE
325
SANITARY SEWER MAN.
325
VERTICAL SCALE
0
60
6"1
w
DATE JUNE
w
2017
50+W 50.50 51+00 51+50 52+00
Public
Water Distribution / Extension System
m. Coy or R." can.xnt. le th. wrwstlon — .xNn.bn a —
cny. public
..to .yMen m sho.n s this ".. me meleiel en4
Lssbuctlon m.1— use Ia "Is aolsot shell tuns,, to the
stems and .p.irmtipns of the CRY. Pubs UtilitW Menrpoab.
�
N11Gfitio, am.N 1—it if
Iuthm Ist- . -0-1
mer
Public
Sewer Collection / Extension System
Ih. Oly el Ralepn csaent. 1. the wnnstwn or. stssion el the
city- P— —1 splen as Moss this plan. q. —W ane
C.iit— m—It....M Iv this _jscl Mels co 1— to th.
.1--d. en4 .pslRcatlons el q. city- Publ. Utinus. Hon4boak.
cay
W
NMp. UUI4s 0.snme4 Pumw
Axnonavtion to Cone[rvcl
ml.
TheConstruction Contredur responsible for the extension of water, sewer
andlor reuse, as approved in these plans, is responsible for conte the
ENGINEERING SERNCES a< (8191996-2409, and the PUBLIC
UTILITIES DEPARTMENT at (919) 9964540 at least twenty to. houm
prior to beginning any of their Construction.
FAILURE to notify both City Departments in advance of beginning
Construction, will result in the Issuance of monetary fines, and require
installation of any water or sewer facilities not Inspected as a result of
this notification failure
FAILURE to call fa Inapection, Install a DownstreBln Plug, have
Perorated Plans on Job site, or any other Violation of City of Raleigh
Sioncei ds will result In a Fine and Possible Exclusion from future work In
Me
Cay of ReNgh.
N
CHECKED BY. PLC
H4IFS.
REVISIONS
j
1. ALL PROPERTIES ALONG THE SOUTH SIDE OF
W
SWIFT DRIVE SHALL RECEIVE NEW WATER SERVICE
WITH NEW WATER METER AT THE PROPERTY LINE
IF EXISTING WATER METER IS LOCATED OUTSIDE OFr,
LI__I , V^
0
RIGHT—OF—WAY.
V
SCALE
CaYoeasyoDas
2. TEMPORARY WATER LINES SHALL BE INSTALLED
Q
co
1 '=20' H
ABOVE SANITARY SEWER AND SERVICES.
RULES AND REGULATIONS
.......
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0.•'.�FSSIa1,.�/
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3. WATER SERVICES SHALL BE CONNECTED TO THE
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TEMPORARY WATER UNE DURING CONSTRUCTION.
C21
O
ONCE CONSTRUCTION IS COMPLETED OR TO A
.. r..
uRaw Fo4EsrRy
POINT WHERE THE PERMANENT WATER MAIN IS
I
J
INSTALLED, TESTED, AND DISINFECTED, AND
APPROVED BY THE CITY OF RALEIGH, THE WATER
SERVICES SHALL BE DISCONNECTED FROM THE
N
CIC
TEMPORARY WATER UNE AND CONNECTED TO THE
PERMANENT WATER AWN.
/ U l
I
4. AFTER PERMANENT WATER MAIN AND WATER
U
v%
SERVICES HAVE BEEN INSTALLED, TESTED, AND
DISINFECTED, THE TEMPORARY WATER LINE SHALL
Z O
LiI
z
BE REMOVED/ ABANDONED. WATER LINE SHALL BE
CAPOVIDE AND CONCRETE
Q
BLOCKING SHALL BE
LL
Q
r,
5. EXISTING UTILITIES SHOWN IN APPROXIMATE
rv<M
W
LLLL)
MANNER ONLY. SOME UTILITIES NOT SHOWN IN
LLJ
ENTIRETY FOR CLARITY.
1---
6. SOME WATER MAINS, VALVES, INSERTION VALVES,
, n
v /
Z
3
BENDS, SLEEVES, ETC. ARE NOT SHOWN IN
W
PROFILE FOR CLARITY.
U
7. INSERTION VALVE SHAI1 BE INSTALLED ON THE
W
N
SAME PIECE OF PIPE AS THE TAPPING SADDLE TO
PREVENT PIPE SEPARATION UPON VALVE CLOSURE.
\
B. WATER AND SANITARY SEWER MAINS SHALL
MAINTAIN 10' HORIZONTAL SEPARATION. WHERE
O
^O
THIS CANNOT BE ACHIEVED BOTH UTILITIES SHALL
(Y
BE FERROUS PIPE AND WATER MAIN SHALL
rr''''33
N
MAINTAIN 18' VERTICAL SEPARATION ABOVE
LL
SANITARY SEWER MAN.
VERTICAL SCALE
DATE JUNE
2017
2 0 1 2 4
DRAWN BY.
ARH
1 INCH = 2 FEET
CHECKED BY. PLC
HORIZONTAL SCALE
REVISIONS
20 0 10 20 40
NO. DATE
1 INCH — 20 FEET
FOR REVIEW ONLY
uo nm vs5 roa const9urnon
I:low wlwCs 11918Nr
CITY OF RALEIGH
SCALE
CaYoeasyoDas
_
1-2 V
ALL CONSTRUCTION MUST BE IN ACCORDANCE
WITH ALL LOCAL, STATE AND FEDERAL
1 '=20' H
RULES AND REGULATIONS
.......
PROJECT
50079797
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0.•'.�FSSIa1,.�/
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PIANXNC
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TIP
( 1CID
I
NOW OR FORMEL
RAYMOND & FLOREN
DB 13735 PG 1
BM 1959 PC 1'.
• PIN: 07WG508A
1418 PINEVIEW.I
DROP Ih
r
NOWOR FORMERLY
ARNOLDUS A. VERHOENEN
AND WIFE
ROSEMARIE VERHOENEN
DB 1670 PG 130
SM 1959 PG 176
PIN 07636566212
1417 PINIMEW OR
SILT FENCE.
NOW OR FORMERLY
PATRICIA N. HYMAN
DB 2897 PG 354
ON 1959 PO 176
PIN 0783659789
3734 SVIFT DR,
100 YEAR FLOODPLAIN,
TYR
CATCH BASIN INLET
PROTECTION (TYP). SEE
EROSION CONTROL
NOW OR FORMERLY
BYRON BAIRD
WARREN BAIRD
DB 15226 PC 1059
BM 1964 PG 227
PIN 0793750789
3730 SWIFT DR.
9.36
001
350.29
' 346.52 � ..
W
W
NOW OR FORMERLY V,
MARY C. LEVINGS, TRUSTEE OF z
THE MARY C. LEVINGS REVOCABLE TRUST O a
OB aeel PO 276 W
BM 1960 PC 160 I W
PIN 0753751782 z
3726 SWIFT DR. U
z
z
W
AGN b'1'i
)oa
Q
� U
��yJ NO2
BONE 2
BUFFER
ZONE 1
BUFFER
J� 7.Da7
OOl
IP
SF � N W
SF SF W
SF c /
r {D
SF IP L r\ L�
`l Q
Q = z
z�
'S CL
Uo �
S if
JS \l O J
jS
NOW OR FORMERLY OP j5 LOD
LOD - � LOD
DELNA R. MILLS
De -9094 -BC 100 .- .
BM 1960 PC 18D- -- - - '- j -
PIN 07a3556784 C$ /
1TREE PROTECTION.
422 PINEVIEw OR.
1 (TMP).
V�
SEDIMENT AND EROSION CONTROL LEGEND: ZONE 2
BUFFER ZONE 1
100 YEAR FLOODPLAIN BUFFER
-LOD- LIMITS OF DISTIIRSAACE RESIDENTIAL CONSTRUCTION NOW OR FORMERLY ZONE 1
-sr-
SILT FENCE ENTRANCE TYP . JASON DOSSARY & LISA GOULDIE TOTAL BUFFER
-r'- TREE PROTECTION .. ( ) OB 13577 PG 1999 IMPACTS = 30,184 SF
CONSTRUCTION FENCE BM1980 PG 180
PIN0783659514
ZONE 1 BUFFER G 1501 PINEVIEW DR. "ONE 2
TOTAL BUFFER
ZONE 2 BUFFER `�\ / V IMPACTS = 5,799 SF
SILT FENCE GRAVEL OUTLET EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE NOTES' ALTERNATE 2: THE EXISTING 8' X 5' CULVERT WILL BE REMOVED AND A NEW LARGER (12' X 5')
CULVERT WILL BE REPLACED IN THE SAME LOCATION (NEW CULVERT WILL BE INCREASED IN WIDTH, NOT
1. NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE HEIGHT).
REN RAP EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE AITTRUATc 3: A NEW 12' X 5' CULVERT WILL BE INSTALLED NEXT TO THE EXISTING 8' X 5' CULVERT
APPROVED CONTRACT DRAWINGS. RUNNING PARALLEL AND ONCE THE NEW CULVERT IS INSTALLED, THE EXISTING CULVERT WILL BE
REMOVED.
/57 STONE 2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPOES STORMWATER PERMIT FOR CONSTRUCTION THE STREAM STABILIZATION, REINFORCED WALL, PLUNGE POOLS, DRIVEWAY BRIDGE INSTALLATION WILL
ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT. BE THE SAME FOR ALL OPTIONS.
Q FLARED EMD SEC/TON 10. STA IIUTATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR
J. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT INAC71Vf1Y ON PROJECT SITE, UNLESS SLOPES ARE STEEPER THAN 3:1 AND THEN 7 DAYS FOR STABIUZATION.
ROLLED EROSION CONTROL [phone] TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING AND CONTACT DEG LAND THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
PRODUCT (JUTE MATTING) OUAUTY AT [phone] FOR PRE -CONSTRUCTION NOTIFICATION AT LEAST 3 WORKING DAYS BY VEGETATIVECOVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. PERMANENT
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES. GROUNDCOVER WILL BE PROVIDED FOR AL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NOT MORE THAN
ROCK90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION (G.S 113A-57 (2) &
(IEM
IP A PIPE INLET PROh2710N 2. LOCATION OF CONSTRUCTION ENTRANCES ARE APPROX 4. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING CONSTRUCTION (3)),
nENPORARY) AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL ENTRANCE, SILT FENCE, TREE PROTECTION FENCE, SILT FENCE OUTLETS, INLET PROTECTION ON
VERIFY LOCATION IN THE FIELD EXISTING INLETS AND PIPE ENDS AND WATTLES OR CHECK DAMS IN LOCATIONS SHOWN ON PLANS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF -INSPECTIONS' INDICATING DATE DEVICES
LIMIT CLEARING PA A PUMP AROUND PERMITTED MEASURES. LAD DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF -INSPECTION' REPORTS SHALL
3. TOTAL DISTURBED AREA = 4.10 ACRES.BE MAINTAINED AND SUBMITTED ONCE STABILIZATION OF PROJECT HAS BEEN ACCOMPLISHED AND
TEMPORARY MEASURES HAVE BEEN REMOVED. PURSUANT TO NC GENERAL STATUE 113A-54.1 (E), THE
OP OUTLET PROTECTION 4. FOR EROSION CONTROL DETAILS, SEE SHEETS 131-0. 5. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION. CONTRACTOR SHALL CONDUCT'SELF-INSPECTIONS'OF EROSION CONTROL DEVICES AT COMPLETION OF
6. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINED IN SA NCAC 048 .0131.
IP ® 5. FOR TLTTY DESIGN/CONSTRUCTION SEQUENCE, SEE T2. ACTIVITY -CLEARING AND GRUBBING. FOR
� SHEET INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG01SEE:
I?R0000 AND SELF INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S.113A-54.1'
WLE7 FORM
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. 7. POST THE SEDIMENTATION 'CERTIFICATE OF APPROVAL'AT THE CONSTRUCTION ENTRANCE AND MAINTAIN
REDOMhttP M//d
L CONSTRUCTION COPIES OF THE EROSION CONTROL PERMIT ON-SITE. eq.nc.gov/about/divisions/energy-mineral-land-maoumes/erosion-sedimentcontmi/forms
ENTRANCE (TEIFPORARY) 7. ADDITIONAL MEASURES TO CONTROL EROSION AND 12. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF GRADING PERMIT AND ISSUANCE OF
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES B.' ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE
® TEMPORARY WATTLE PER WEEK AND AFTER EVERY RAINFALL EVENT. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANENT GROUND COVER MUST BE AT A MOWABLE
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH, AS SPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROTECT HEIGHT THAT GENERALLY PROVIDES AT LEAST 9OX COVERAGE THROUGHOUT THE SITE, W11H NO LARGE
® TEMPORARY ORNEWAY ACCESS - SITE TO FACILITATE RAINFALL MONITORING. CONTRACTOR SHALL MAINTAIN THESE RECORDS ON-SITE BARE PATCHES OR EVIDENCE OF EROSION. UPON FINAL APPROVAL, ALL TEMPORARY EROSION CONTROL
B. NO LAND DISTURBING LIMITS
SHALL TAKE PLACE FOR AUDIT. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY BOX VEGETATIVE DEVICES SHALL BE REMOVED.
OUTSIDE OF PROTECT LIMITS
GROWTH FOR AREAS PROVIDED SEEDING. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE
9. CONCRETE MIXERS SHALL NO BE WASHED OUT ON-SITE g INSTALL ROCK PIPE INLET PROTECTION, OUTLET PROTECTION, AND PERMANENT CHANNELS WITH RIP -RAP APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR
10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES AND WATTLES OR CHECK DAMS IN CONJUNCTION WITH STORM DRAINAGE FEATURES. PROVIDE PUMP SHALL TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.
41 OR GREATER, UNLESS NOTED TO USE COIR MATTING. AROUND AT LOCATIONS INDICATED ON THE PLANS TO ALLOW FOR CONSTRUCTION OF STORM DRAINAGE 14. NO TEMPORARY STOCKPILE ALLOWED ON-SITE. ALL EXCAVATED SOIL AND DEBRIS TO BE REMOVED
NOT ALL MATTING SHOWN. FEATURES. PUMP AROUND LENGTHS TO BE DETERMINED OR STAGED BASED ON CONSTRUCTION FROM SITE DAILY.
SEQUENCING. INSTALL TEMPORARY INLET PROTECTION ON STORMWATER STRUCTURES AS CONSTRUCTED
20 0 10 20 40 11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND AND REMOVE TEMPORARY INLET PROTECTION AS DEMOLITION OF EXISTING STRUCTURES PROGRESSES, 15. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT ENSURE PIPING SYSTEM STAYS PROTECTED DURING THE DURATION OF CONSTRUCTION. ALTERNATE 1: A APPROVED BY CITY OF RALEIGH PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED
MOD. PROCTOR PER ASTM D1557 NEW 60' CULVERT PIPE WILL BE INSTALLED PARALLEL TO THE EXISTING 8' X 5' CULVERT PIPE ONCE BY THE CONTRACTOR ON-SITE AT AL TIMES.
THIS PIPE IS INSTALLED, THE EXISTING CULVERT WILL BE REHABILITATED AND REPAIRED. THE TWO
1 INCH 20 FEET CULVERTS WILL BEGIN AT ONE LARGE JUNCTION AND END IN A LARGE JUNCTION BOX. ,e r..,, ...� ,,.......__..,....,_ ......___ ___ ..._ __ ..,.........� ..f.._......R.. _..... ...______..
LOp JJ JD
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N
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co
U
Vz
z
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0
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N LL
L'�L�
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�
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W
NOW OR FORMERLY Q W Q
(/) Z
z
cD
U
LT N N
ELWIN R. THIBAU
z W
z
AND WIFEa23
MELISSA R. THIBAULT I
DB 7626 PG 258
BM
I
W
O
1960
PIN
PG 180
1 SWFT0 DR.
37J1 SWIFT DR.
\
/
Q
rn 0
I
C4
ATTENTION CONTRACTORS
DATE: JUN
2017
The Construction Contractor responsible for the extension of
water, sewer and/or reuse, a5 approved in these plans, i5
DRAWN BY:
DRJ
responsible for mntardinit the ENGINEERING SERVICES at
CHECKED BY:
PLC
(91 9)99&2409, and the PUBLIC UTILITIES DEPARTMENT
at (919) 996A540 at least twenty four hours prior to beginning
any of their constn,uian
REVISIONS
FAILURE to notify both City Departments in advance of
NO.
DATE
beginning Construction, will resell in the issuance or monetary
fines, and require reinstallation of any water or sewer facilities
not mspected as a resin of this notification failure
FAILURE to call for Inspection. Install a Downstream Plug,
have Panniaed Plans on Job site, or any other Violation of City
of Raleigh Standards will resu6 in a Fine and Possible
I(now below.
Wba!'s
Em fu
xausiw front work in fire City of Raleigh.
SCALE
Gel�hetaewudig INFRASTRUCTURE CONSTRUCTION PLAN APPROVA
CITY OF RALEIGH -PIANS AUTMORIIED FOR CONSTRUCTION
NOT FORCONSIRUC110N
NI cenrinnonmuriFadsrol Rules end Rpule o :«al, St... and
1 "=20'
PROJECT
-\N\ CARp
TRANSPORTATION FIELD SERVICES
50079797
Pufiuc ununes
A1Lstla�!/y
Z S
EA L� STORM WATER
023121
PLANNING
FIRE
EC 1
�K\S`�4�
URBAN FORESTRY.
OF

NOW 0R FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
DB 11547 PC 2070
BM 1965 PC 204
PN 0763752555
3722 SWIFT DR.
\/ OOl
IPQp, P
34+4+ CATCH BASIN INLET
T PROTECTION (TYP). IP ® IF,
dl
NOW OR FORMERLY
EDWARD JAMES DUNPHY
AND WIFE
JUDITH KAY DUNPHY
DB 5252 PC 455
BM 1965 PG 204
PIN 0763754435
3705 SWIFT DR.
p
100 YEAR
FLOODPLJMN, TYP.
NOW OR FORMERLY
GEORGE V. PECCI
AND WIFE
JANET T. PECCI
DB 2052 PG 136
BM 1965 PG 204
PIN 0763755471
3704 SWIFT DR.
NOW OR FORMERLY
GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2065 PG 240
BM 1965 PG 204
PIN 0763756357
3700 SWIFT DR.
TREE PROTECTION.
SEE SHEET D1 FOR
DETAILS (TYP).
(—�— D SILT FENCE
001 —J 3+ Is3
OOl IP
® I
I 1
SWIFT DR.
I 60' PUBLIC R/W
SWIFT DR.
190' PUBLIC R/w
IP
CF
l-_ ._ IP_ LF LO0 cf Cr -IOD
jj LIDO
wo Ip
DROP INLET PROTECTION I
(TYP)
W ry
W 0]
Z W
2L=Ft p+j
U
<LU
2 N I/7
NOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
OB 5236 PG 51
BM 1959 PO 178
PIN 0763751315
3727 SWIFT DR.
NOW OR FORMERLY
FERNANDO H. MAGALLANES
DB 15515 PC 2646
BM 1960 PC ISO
PIN 07/93752310
3723 SWIFT DR.
NOW OR FORMERLY
NOW OR FORMERLY
DEVIN B. KAHLER
NOW OR To MERLY
AND
KENNETH 0. MEDLIN
SUSAN E. KAHLER
AND WIFE
DB 6779 PO 344
JONA P. MEDLIN
BM 1960 Pc leo
OB 3766 PG 273
PIN 078375415/
BM ION PG 160
3711 SWIFT OR.
PIN 0783753292
3715 SWIFT DR.
CARO!
NOW OR FORMERLY
VJ
W
U
SEDIMENT AND EROSION
CONTROL LEGEND:
KIMBERLY CURRY-EVANS
OUTIEI PROTECTION
NI C,,mtrvction mutt W inmj. Rh all L-1, St.W..M
STANLEY BOGANEY
NUT FOR CONSTRUCTION
100 YEAR FLOOOPLABR
INLET PROTECTION
DB 15645 PG 2664
ON 1960 PG 160
SOD—
UAWTS OF DISTURBANCE
CARO!
PIN 0793752296
—sr
SILT FENCE
IP
3719 SWIFT DR.
�p,C[17Iei
S EA L(
TREE PROTECTION
023121
PLANNING
CONSTRUCTION FENCE
PA A
- - - - -
ZONE 1 BUFFER
' K�S
NN.
ZONE 2 BUFFER
—_
SILT FENCE GRAM OUTLET
OP
®
RIP RAP
IP
/57 STONE
CBXPM
Q
FLARED END SECTION
ROLLED EROSION CONTROL
.
PRODUCT (JUTE MATTING)
ROCK PIPE INLET PROTECTION
(TEMPORARY)
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
water, sewer and/or reuse, as approved in these plans, i9
responsible for cnntaca'no the ENGINEERING SERVICES at
[phone] and the PUBLIC U77LMES DEPARTMENT
et [phone] at least twenty four hour prior to beginning
any of then construction.
FAILURE to notify both City Departments in advance of
beginning Construction, will result in the issuance of monetary
fines, and require reinstallation of any water or sewer facilities
not inspected as a rasult of this notification failure.
FAILURE to call for Inspection, Install a Downstream P1v9,
have Permitted Plans on Job site, or any o61er Violation of City
of Raleigh Standards will result In a Fine and Passible
Exclusion from future work In the City of Relial
119IEi:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.09 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
6, FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PUCE
OUTSIDE OF PROJECT OMITS
10. CONCRETE MIXERS SHALL hW BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATING.
NOT ALL MATTING SHOWN, FOR CLARITY.
12. ALL GRADED ARES SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 65 PERCENT
MOD. PROCTOR PER ASTM D1557
20 0 10 20 40
1 INCH = 20 FEET
1
Know what's below.
Call before you dig
PIMP AROUND
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION
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NI C,,mtrvction mutt W inmj. Rh all L-1, St.W..M
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INLET PROTECTION
NpP
(TEMPORARY)
RESIDENTIAL CONSTRUCTION
CARO!
TRANSPORTATION FIELD SERVICES
ENTRANCE (TEYPORARr)
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REVISIONS
NO. DATE
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1 "=20'
PROJECT
50079797
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REVISIONS
NO. DATE
SCALE
1 "=20'
PROJECT
50079797
EC2
0

N o
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I=NO
Q
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I
NOW OR FORMERLY
TOTAL BUFFER
NOW OR FORMERLY
DANIEL M. POSEY
DANIEL CABRAL, TRUSTEE
o
s
AND WIFE
ANNE LOPEZ CABRAL, TRUSTEE
GAIL B. POSEY
AS TENNAMS IN COMMON
DB 4442 PO 151
}c
BM 1974 PC 170
BM 1961 PO 115
PIN 0755748858
U
BM 1997 PC 139
NOW OR FORMERLY
3609 SWIFT M.
LOD LR9TS OF DISTURBANCE
RICHARD S. WARR
—a<— SILT FENT
Ip
AND WIFE
CONsmuc"°N FENCE
KAREN ROYCE WARR
— — — — — ZONE I BLUFFER
DB 9423 PG 399
OP
RIP RAP
BM 1995 PG 204
PIN 07933757351
/57 STONE
IP
3612 SWIFT DR.
Q FLARED ENO SECTION
S
J; ROLLED EROSION CONTROL
PRODUCT (JUTE MATTING)
NOW OR FORME%Y
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15550 PO 1919
BM 1961 PO 115
PIN 0753759105
924 MERMIN DR.
g
OOl
\ „
100 YEAR FLOODP TTP.
TREE PROTECTION. SEE
OQTI
DETAIL 5/D1
TP / 335.7BF \ QDT
..
A ��— TP
]35.12
007
CURB INLET PROTECTION.
\
rp
\ \ rp 00' \ ' 007
LOT'
LOD
R/p,
F
"D
� SF
SF �—
\ \ 400
NOW OR FORMERLY
MICHAEL S. CLARK \ gy
AND \
COURTNEY D.CLARK \ \
DB 13983 PG 1824
PIN 78
0375517) \ \ L F
3707 SMFT DR.
\ SILT FENCE. (TYFiN
NOW' OR FORMERLY
ROBERT J. HARVEY
DB 2245 PC 352
BM 1971 PG 3211
PIN 076375WBB
3609 SWIFT DR.
Now OR FORMERLY
JOHN THOMAS PENN
AND WIFE
PATTIE W. PENN
DB3539 PG 788
BM 1974 PC 170
PIN 07877479"
3605 SWIFT DR.
007
\ IP
ZONE 2
TOTAL BUFFER
IMPACTS = 5,799 SF
NOW DR FORMERLY
KIMBERLY ALLEN
CHRISTOPHER ALLEN
DB 13940 PG 1280
BM 1961 PD 115
PIN 0783650043
3516 SwFT DR.
ZONE 1
W
TOTAL BUFFER
NOW OR FORMERLY
IMPACTS - 30,184 SF
DANIEL CABRAL, TRUSTEE
AND
ANNE LOPEZ CABRAL, TRUSTEE
AS TENNAMS IN COMMON
DB 5266PC 109
}c
BM 1974 PC 170
PIN 0755748858
U
3603 SWIFT DR.
100 rSEFLDIMENT AND EROSION
FiW'
CONTROL LGEND:
LOD LR9TS OF DISTURBANCE
Q
�
—a<— SILT FENT
Ip
—RTS— TREE PROTECTION
CONsmuc"°N FENCE
PA A
— — — — — ZONE I BLUFFER
— — — ZONE 2 BUFFER
SILT FENCE GRAYED. OUTLET
OP
RIP RAP
/57 STONE
IP
Q FLARED ENO SECTION
Wcam
J; ROLLED EROSION CONTROL
PRODUCT (JUTE MATTING)
ROCK PIPE INLET PROTECTION
(TEMPORARY)
PUMP AROUND
OUTLET PROTECTION
INLET PROTEC770N
(TEMPORARY)
RESOENTLLL CONSTRUCTION
ENTRANCE (TEMPORARY)
TEMPORARY WATTLE
TEMPORARY ORATIF'AY ACCESS
ATTENTION CONTRACTORS
The Conahucticn Contrector responsible for the extension of
water, sewer and/or reuse, as approved in these plans, is
responsible for contacting the ENGINEERING SERVICES at
(919) 9962409 aM the PUBLIC UTILITIES DEPARTMENT
et (9191 9964540 at least twenty four hours prior to beginning
any of their construction.
FAILURE to notify both City Departments in advance of
beginning Construction, will result in the issuance of monetary
fines. and require reinstallation of any water or sewer facilities
not Inspected as a result of this noofica0on failure.
FAILURE to call for Inspection. Install a Downstream Plug,
have Permitted Plans on Job ails, w any other Violation of City
of Raleigh Standards will result in a Fine and Possible
Exclusion from future work In the City of Raleigh.
MOTES:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ME ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA - 4.09 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
6. FOR TRAFFIC CONTROL, SEE SHEETS TCI-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
8. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL MOI BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN.
12. ALL GRADED AREAS SHALL BE PRCVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM D1557
20 0 10 20 40
"I
1 INCH = 20 FEET
W
U
W
W
U
z
a
}c
W
W
z
U
CA
w
Oa
Q
�
V

oc�
R
OOl J`\
Cb7
13 '`
\ a
P
IP I 4.
"I 3563
s i
NOW OR FORMERLY �:� •y -
RAYMOND & FLORENCE VICKERY
DB 13735 PG 195
BM 1959 PG 179
PIN: 0763556847
1415 PINEVIEW DR,
DROP INLET PROTECTION
\ \ BOC: 363.50
TOP' OF WALL: 352.79
TOP ,OF WALL: 350.00--_
NOW OR FORMERLY
DELNA R. MILLS
DR409432105
BM 1960 PC 1'06--
PIN 0783550754
1422 PWEMA OR.
SEDIMENT ANO EROSION CONTROL LEGENO:
100 YEAR FLOODPUA4
.w !HITS OF DISTURBANCE
a SILT FENCE
-la- TREE PROTECTION
CF CONSTRICTION FENCE
- - - - - ZONE I BUFFER
ZONE 2 BUFFER
SILT FENCE GRAVEL OUTLET
"OP OF WALL, 152,711
TOP OF WALL. 350.00
TOP OF WALL:
24" RCP -
�O 110
NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE OF
NOW OR FDRMEALY THE MARY C. LEVINGS REVOCABLE TRUST
PATRICIA N. HYMAN NOW OR FORMERLY DB $661 PG 275
NOW OR FORMERLY 09 2697 PG 354 BYRON BAIRD 9M 1960 PG 160
PIN
ARNOLDUS A. VERHOENEN SM 1959 PG 176 WARREN BAIRD 37267SWIFTI DR
AND WIFE PIN 0793659789 DB 15225 PG 1059
ROSEMARIE VERHOENEN 3734 SWIFT DR, BM 1954 PG 227
DB 1570 PG 130 PIN 0783750756
R14 1959 PG 176 3730 SWIFT DR,
PIN 075365$682
1417 PINEVIEW DR.
SILT FENCE.
BOC: 363.61
CATCH BASIN INLET
PROTECTION (TYP). SEE O
EROSION CONTROL / u�
ETAILS. (/
QOl � I 3n.0
QD,
O TOP WALL: 352.07 g ]g
TOP OF *ALL 351.00 IP
.I pts• TOP OF SEGMENTAL WALL:350. DDI " I- g 34e� 001 -�_
1
a - 347
35,yLi
0.29
v
>" -40349 ..
SS
SLOPES
N
_ 44��_ SS "' SS y _ SF SF -347
TOP OF ALL: 35 �... �
SF
I x 3az
-- -- - - r
_ .5 - -- -- --- - __
PA
353.00 �. (. �i al, j I �p ��T42.5 i IP
X 342.5 = -
/ .. - Is
-35, `% _ _ -i1_J - _ --- is 3S /
is
LOD
4."0 A. s y LOD LOD LOD - _ - -LOD
TOP OF WALL 346.77
TREE PROTECTION. TOP OF WALL: 346.77 w
1p, as (TVP). TOP OF WALL 346.77 w Pw
I
l w 00
m Sy. TOP OF WALL: 352.07 TOP OF WALL: 345.00 ? w 00
C$ TOP OF WALL 348.00 _ 2:1 SIDE SLOPES TOP OF WALL 346.00 U N +
I TOP OF SEGMENTAL WALL: 346.00
SEE SHEET C9 FOR MAT SLOPES 4:1 �w
RIPRAP SIZE AND OR GREATER UI 9
`e1 CLASS B. 18" THICK La=10' DEPTH
ZONE 1
RESIDA� ENIfRNCE (TYP)STRUCTION TOTALER B4 SF
NOW OR FORMERLY
ELWIN R. THIBAULT
' 15" RCP O 1 O NOW OR FORMERLY AND WIFE
JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT
OB 13 57] PG 1999 TOTAL BUFFER 09 7020 PG 256•
BM 1960 \ PG 160 IMPACTS = 5,799 SF BTI 19W PG 160 � PIN 0]6]858514 PIN 076]750140
1501 PINEAEW DR. 3731 SWIFT DR,
MOTES:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.10 ACRES.
4. FOR EROSION CONTROL DETAILS. SEE SHEETS 01-D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LINO QUALITY OR THE CITY OF RALEIGH.
B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL 71(17 BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN, FOR CLARITY.
12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM 01557
RP RAP
•
/57 STONE
water, sewer and/or rause, as approved in these plana, is
QFLARED
END SECTION
(919( 9%-2409, and Me PUBLIC UTILMES DEPARTMENT
ROLLED EROSION CONTROL
at (9191 9%4540 at least twenty lout hours prior to beginning
'
PRODUCT (JUTE MATTING)
IP
ROCK PIPE INLET PROTECTION
(TEMPORAR1i
beginning Consbudion, will result in the issuance of monetary
PA A
POMP AROUND
OP
OURET PROTECTION
have Permitted Plans on Job site, or any other Violation of City
IP ®
INLET PROTECTION
Kw. whals below.
Exdumm from future work in the City of Raleigh.
��y)
20 0 10 20 40
RESIDENTIAL CONSTRUCTION
ENTRANCE (TEMPORA"
NOTFORCANSfRUC170N
®
TEMPORARY WATTLE
1 INCH = 20 FEET
®
TEMPORARY DR VEMRY ACCESS
44a E % =
S A L`
NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE OF
NOW OR FDRMEALY THE MARY C. LEVINGS REVOCABLE TRUST
PATRICIA N. HYMAN NOW OR FORMERLY DB $661 PG 275
NOW OR FORMERLY 09 2697 PG 354 BYRON BAIRD 9M 1960 PG 160
PIN
ARNOLDUS A. VERHOENEN SM 1959 PG 176 WARREN BAIRD 37267SWIFTI DR
AND WIFE PIN 0793659789 DB 15225 PG 1059
ROSEMARIE VERHOENEN 3734 SWIFT DR, BM 1954 PG 227
DB 1570 PG 130 PIN 0783750756
R14 1959 PG 176 3730 SWIFT DR,
PIN 075365$682
1417 PINEVIEW DR.
SILT FENCE.
BOC: 363.61
CATCH BASIN INLET
PROTECTION (TYP). SEE O
EROSION CONTROL / u�
ETAILS. (/
QOl � I 3n.0
QD,
O TOP WALL: 352.07 g ]g
TOP OF *ALL 351.00 IP
.I pts• TOP OF SEGMENTAL WALL:350. DDI " I- g 34e� 001 -�_
1
a - 347
35,yLi
0.29
v
>" -40349 ..
SS
SLOPES
N
_ 44��_ SS "' SS y _ SF SF -347
TOP OF ALL: 35 �... �
SF
I x 3az
-- -- - - r
_ .5 - -- -- --- - __
PA
353.00 �. (. �i al, j I �p ��T42.5 i IP
X 342.5 = -
/ .. - Is
-35, `% _ _ -i1_J - _ --- is 3S /
is
LOD
4."0 A. s y LOD LOD LOD - _ - -LOD
TOP OF WALL 346.77
TREE PROTECTION. TOP OF WALL: 346.77 w
1p, as (TVP). TOP OF WALL 346.77 w Pw
I
l w 00
m Sy. TOP OF WALL: 352.07 TOP OF WALL: 345.00 ? w 00
C$ TOP OF WALL 348.00 _ 2:1 SIDE SLOPES TOP OF WALL 346.00 U N +
I TOP OF SEGMENTAL WALL: 346.00
SEE SHEET C9 FOR MAT SLOPES 4:1 �w
RIPRAP SIZE AND OR GREATER UI 9
`e1 CLASS B. 18" THICK La=10' DEPTH
ZONE 1
RESIDA� ENIfRNCE (TYP)STRUCTION TOTALER B4 SF
NOW OR FORMERLY
ELWIN R. THIBAULT
' 15" RCP O 1 O NOW OR FORMERLY AND WIFE
JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT
OB 13 57] PG 1999 TOTAL BUFFER 09 7020 PG 256•
BM 1960 \ PG 160 IMPACTS = 5,799 SF BTI 19W PG 160 � PIN 0]6]858514 PIN 076]750140
1501 PINEAEW DR. 3731 SWIFT DR,
MOTES:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.10 ACRES.
4. FOR EROSION CONTROL DETAILS. SEE SHEETS 01-D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LINO QUALITY OR THE CITY OF RALEIGH.
B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL 71(17 BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN, FOR CLARITY.
12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM 01557
m
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(N
DATE: JUN 2017
DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. I DATE
SCALE
1"--20'
PROJECT
50078797
EC4
ATTENTION CONTRACTORS
The Conswchon Conbaclor responsible for the extension of
water, sewer and/or rause, as approved in these plana, is
responsible for contacting the ENGINEERING SERVICES at
(919( 9%-2409, and Me PUBLIC UTILMES DEPARTMENT
at (9191 9%4540 at least twenty lout hours prior to beginning
any of their construction.
FAILURE to nobly both City Departments in ad-ce of
beginning Consbudion, will result in the issuance of monetary
fines, and rett"no reinstallation of any water or sewer facilities
not inspected as a result of this nutificabon failure.
FAILURE to ,all for /nspechon, Install a Downstream Plug,
have Permitted Plans on Job site, or any other Violation of City
ofRaleigh Standards will resuR in a Fine and Possible
Kw. whals below.
Exdumm from future work in the City of Raleigh.
Call betoleyou di%
INFRASTRUCTWRE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
NOTFORCANSfRUC170N
NI Constrvc9on must M in ndanwRh all Local. Shah. and
Federal Rubs Re9ulalions
and
�tiN CARP
� 1LysL4 /�
TRANSPORTATION FIELD SERNCES
PUBLIC UTILITIES
44a E % =
S A L`
STORM WATER
023121 i
PLANNING
'1S. FINot.
FIRE
.)(44�
[A
URBAN FORESTRY
A K�S1
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(N
DATE: JUN 2017
DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. I DATE
SCALE
1"--20'
PROJECT
50078797
EC4

NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN—GUEDIRA
DB 11547 PO 2070
BY 1985 PC 204
PIN 078752596
3722 SWIFT DR.
NOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
OB 5236 PG 51
BM
1959 PG 178
PIN 07
8751315
3727 SWIFT OR.
G
NOW OR FORMERLY
EDWARD JAMES DUNPHY
AND WIFE
JUDITH KAY DUNPHY
DR 11252 PO 455
BM 1965 PG 204
PIN 078754435
3708 SWIFT DR.
NOW OR FORMERLY
GEORGE V. PECCI
AND WIFE
JANET T. PECCI
DS 2092 PG 136
SM 1995 PC 204
PIN 0753755471
3704 SWIFT DR.
NOW OR FORMERLY
GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
DB 2086 PC 240
BM 1966 PG 204
PIN 0783756357
3700 SWIFT DR.
TREE PROTECTION.
SEE SHEET D1 FOR
DETAILS (TYP).
CATCH BASIN INLET
PROTECTION (TYP).
-BOC: 343.59
—� SILT FENCE.
OOl OOl UOl - 3 _
�—
,,. CF -COD
cF
LF—_L CF(LF_—LOD
F CL.�IRT FF f �
DROP INLET PROTECTION
(TYP)
NOW OR FORMERLY
FERNANDO H. MAGALLANES
DB 15815 PC 2648
BM 19W PG 160
PIN 078752310
3723 SWIFT DR.
NOW OR FORMERLY
KIMBERLY CURRY—EVANS
STANLEY BOGANEY
DB 15945 PC 2864
BM 1960 PG 160
PIN 078752295
3719 SWIFT DR.
NOW OR FORMERLY
KENNETH 0. MEDLIN
AND WIFE
JONA P. MEDLIN
DB 37x6 PC 273
BM 1960 PG 160
PIN 078753292
3715 SWIFT DR.
NOW OR FORMERLY
DEVIN B. KAHLER
AND
SUSAN E. KAHLER
DB 6779 PG 344
BM 1960 PG 160
PIM 0]6.3754155
3711 SWIFT DR.
ATTENTION CONTRACTORS
The Construction Contractor responsible for the a dsmuon of
water, sexes and/m reuse, as approved In these pens. Is
responsible for contacting the ENGINEERING SERVICES at
[phone] and the PUBLIC UTILITIES DEPARTMENT
at [phone] at least twenty four hours prior to beginning
any of their agnabaduon.
FAILURE to nosy both Coy Departments in advance of
beginning Comenclion, will result In the issuance of monetary
Ones, and require reinstallation of any water or sewer f—hIms
not Inspected as a msut of this nom -bon failure.
FAILURE to Call for Inspection, Install a Downstream Plug,
have Permitted Plans on Job ails, or any other Violation of City
of Relelph Standards Will result in a Fine and Possible
Exclusion from future work in the City of Raleigh.
NOTES
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.09 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS 131-133.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
i 10. CONCRETE MIXERS SHALL bO BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN, FOR CLARITY.
12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM D1557
M
WN
Y
W
Z lJ F Dj l
J W }
S N �
WW
a
M In cnn l
20 0 10 20 40
1 INCH = 20 FEET
U3
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U
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0
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4�GN by �
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REVISIONS
N0. I DATE
SCALE
1 "--20'
PROJECT
50079797
EC5
SEDIMENT AND EROSION
CONTROL LEGEND:
is
100 YEAR FLOODPLAIN
---COD—
LIMITS OF DISTURBANCE
NnawWhafiIIBIOW.
—s
SILT FENCE
IP A
ROCK PIPE IN IET PROTECTION
(TEMPORARY)
Call before you dig.
TREE PROTECTION
CONSIRUC ION FENCE
PA A
—P AROUND
-
— — — — —
ZONE I BUFFER
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
— —
TONE 2 BUFFER
SILT FENCE GRAVEL OUTLET
OP
OURET PRG_U
CITY OF RALEIGH -PNS AUTHORIZED FOR CONSTRUCTION
cn �.To r.n
NI Constructim must W in a«ormnce .Ah ell Local, Stab, an4
IP ®
INLET F.D.FWeml
Nrvn
UI FOR �.DN011fUU 1108
Rules and R.palatan.
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RESIDENTIAL CONSTRUCTIO
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023121
PLANNING
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®
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REVISIONS
N0. I DATE
SCALE
1 "--20'
PROJECT
50079797
EC5

N O NOW OR FORMERLY
w
N -DANIEL M. POSEY
W a o AND WIFE
Z GAIL B. POSEY
J W OB 4441 PG 151
BY 1921 PG 113
= (=ry O_ BM 1963 PG 139
U
W NOW OR FORMERLY 3602 SWIFT DR.
LLI E< RICHARD S. WARR
N V) ANDWIFE
KAREN ROYCE WARR
DB 9423 PG 325
BY 1965 PG 204
PIN 07233757351
3612 SWM DR.
O p
O
C
I
7.36
,v TOP OF BRIDGE WALL: 333.50
ODS TOP OF BRIDGE WALL: 333.33
a 7 OF SEGMENTAL WALL 333.33
1 T \ BOC: 336.85
Bo
35
I IP �\. -
i� I _
lA0
�x
TOP OF WALL: 336.00
TOP OF WALL: 336.00
I
° TOP WALL 336.00
TOP OFWALL 334.00
TOP OF SEGMENTAL WALL 334.00
TOP OF WALL: 334.00
TOP OF SEGMENTAL WALL: 334.00
NOW OR FORMERLY
MICHAEL S. CLARK
AND
COURTNEY D.CLARK
DS 13953 PG 1224
PIN 0753755173
3707 S1MFT DR.
I
SS z
fJ
LiLOp
TOP OF BRIDGE WALL 333.00
TOP OF SEGMENTAL W/il�_333.00
TOP OF BRIDGE WALL 333.00
TOP OF BRIDGE WALL: 333.50
TOP OF BRIDGE WALL: 332.00
TOP OF SEGMENTAL WALL: 332.00 -
TOP OF BRIDGE WALL 332.00
NOW OR FORMERLY
ROBERT J. HARVEY
DB 2215 PC 352
SM 1971 PO 325
PIN 0723756025
3609 SWIFT DR.
TOP
NOW OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15650 PG 1212
BY 1961 PG 115
PIN 0763759105
924 MERVIN DR.
TREE PROTECTION. SEE
DETAIL 5/D1
/
CURB INLET PROTECTION. -
007
ATTENTION CONTRACTORS
�.
Walsh, sewer and/or reuse, as approved in these plans, is
responsible for confacene the ENGINEERING SERVICES at
(919) 9962409, and the PUBLIC UTILMES DEPARTMENT
at [phone] at least twenty four hours prior to beginning
any of their construction
PATTIE W. PENN
FAILURE to notify both City Departments In advance of
AND
beginning Construction, will result in the issuance of monetary
LiLOp
TOP OF BRIDGE WALL 333.00
TOP OF SEGMENTAL W/il�_333.00
TOP OF BRIDGE WALL 333.00
TOP OF BRIDGE WALL: 333.50
TOP OF BRIDGE WALL: 332.00
TOP OF SEGMENTAL WALL: 332.00 -
TOP OF BRIDGE WALL 332.00
NOW OR FORMERLY
ROBERT J. HARVEY
DB 2215 PC 352
SM 1971 PO 325
PIN 0723756025
3609 SWIFT DR.
TOP
NOW OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15650 PG 1212
BY 1961 PG 115
PIN 0763759105
924 MERVIN DR.
TREE PROTECTION. SEE
DETAIL 5/D1
/
CURB INLET PROTECTION. -
007
SI.CE
TOP OF SEGMENTAL WALL: 333.00 _
--- MAT SLOPES 4:1 rLT TLETFENCE GRAVEL
TOP OF BRIDGE WALL: 333.00 - OR GRATER OU
CHECK DAM. 20 O 10 20 40
MATCH EXISTING GRADE. INNE 12'
SALVAGED COBBLE STONE 12'
THICK FOR LAST 20' OF I INCH = 20 FEET
DISTURBED STREAM BED WITH
FILTER FABRIC UNDER STONE ZONE 1
NOW OR FORMERLY
JOHN THOMAS PENN
ATTENTION CONTRACTORS
NOW OR FORMERLY
The Construubon Contactor responsible for the exlenaion of
Walsh, sewer and/or reuse, as approved in these plans, is
responsible for confacene the ENGINEERING SERVICES at
(919) 9962409, and the PUBLIC UTILMES DEPARTMENT
at [phone] at least twenty four hours prior to beginning
any of their construction
PATTIE W. PENN
FAILURE to notify both City Departments In advance of
AND
beginning Construction, will result in the issuance of monetary
Ones, and require reinstallation of any Witter or sewer facilities
not Inspected as a result of this notification failure.
TOTAL BUFFER
FAILURE to call for /nspecfbn, Install a Downstasm Plug,
have Permitted Plans on Job she, or any other YroMbon of City
of Raleigh Standards will result in a Fine and Possible
BM 19744 170
PIN 0783747944
Ezdusion from future work in the City of Raleigh.
_.
NOTES:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ME ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA - 4.10 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEOUENCE, SEE
PIN 0783746058
3603 SWET DR.
SHEET T2.
- NOW OR FORMERLY
S. FOR TRAFFIC CONTROL, SEE SHEETS TCI-TC5.
KIMBERLY ALLEN
CHRISTOPHER ALLEN
7, ADDITIONAL MEASURES TO CONTROL EROSION AND
OB 13940 PG 120
2
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
BM 1901 PG 17s
OF NCDENR-LAND QUALITY OR THE COY OF RALEIGH.
PIN 07672.50013
3516 SWIFT DR.
8. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTfVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL NOL BE WASHED OUT ON-SITE
11 CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
SILT FENCE
NOT ALL MATTING SHOWN.
ROCK PIPE INLET PROTECTION
12. ALL GRADED MEAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM D1557
SI.CE
TOP OF SEGMENTAL WALL: 333.00 _
--- MAT SLOPES 4:1 rLT TLETFENCE GRAVEL
TOP OF BRIDGE WALL: 333.00 - OR GRATER OU
CHECK DAM. 20 O 10 20 40
MATCH EXISTING GRADE. INNE 12'
SALVAGED COBBLE STONE 12'
THICK FOR LAST 20' OF I INCH = 20 FEET
DISTURBED STREAM BED WITH
FILTER FABRIC UNDER STONE ZONE 1
NOW OR FORMERLY
JOHN THOMAS PENN
NOW OR FORMERLY
TOTAL BUFFER
IMPACTS = 30,164 SF
AND WIFE
DANIEL CABRAL, TRUSTEE
PATTIE W. PENN
ZONE 2
AND
PC
TOTAL BUFFER
ANNE LOPEZ CABRAL, TRUSTEE
BM 19744 170
PIN 0783747944
IMPACTS - 5,799 SF
AS TENNAMS IN COMMON
3605 SWIFT DR.
DB 5266 PC 709
BM 1974 PC 170
PIN 0783746058
3603 SWET DR.
Nrow wheys belOW.
SEDIMENT ANO EROSION
CONTROL LEGEND:
Call LIeloTe you dig.
700 YES
------ LOD LIMITS OF DISTURBANCE
SILT FENCE
IP
ROCK PIPE INLET PROTECTION
-F!`- TREE PROTECTION
(TEMPORARY)
NFRASTR T R NSTR TION PAN APPROVA
-� CONSIRUC. FENCE
=A1
ZONE 1 BUFFER
PA A
PUMP AROUND
CRY OF RALEIGH -PUNS AURIORIZED FOR CONSTRUCTION
ZOAE 2 BUFFER
nhi
All Conewdim ,,d
mustF i .11 Eu M. Stat.. u
SILT FENCE GRAVEL OUTLET
QP
OUTLET PROTECTION
NQT 1'bR CONSIRUCfIDfl
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PUBLIC UTILITIES
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DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. I DATE
SCALE
1"--20'
PROJECT
50079797
EC6

i
SEOIIENCE OF CONSTRUCTION AND BY-PASS PUMPING PLAN
Bypass
Suction
Oischa rge
MAY.
DISTANCE
AVG PEAK
Pumping
Action to be completed
MH
MH
LIFT(FT)
(FTI
FLOW FLOW
Phase
1 INCH - 20 FEET
a SEAL
.w:
STORM WATER
027267 : LL:
.O•
(GPM) (GPM)
FOR REVIEW ONLY
Install MH 14 sewer between MH 14 COR# 136537
MH 15
15
ti25
URBAN FORESTRY
6
& MH 15, Install MH 20 seas
between MH 20 8 MH 14
MH 13
MH 15
15
200
7
Install MH 13 and sewer behiieen
MH 12
MH 14
12
390
MH138MH14
B
Install MH 1213 antl sewer between M
�� 130060
MH 13
12
SOD
d MH 14
9
Install MH 16 and sewer between
CORN 130060
MH 12
15
250
/0
Install MH 31
CORN 112917
MH 11
15
275
11
Install MH 10 and sewer between
IbR# 113924
MH 10
12
225
MH 108 MH11
NOTES:
1. The con1201r shall coordmale with property, owners when reconnecting ezisbng —ces
2. The co.tmdor shall =ale
from a pump supplier according to the pmvided flow
The
3. Pumping operations must be monitored 24 hours a day Ion each day of the pumping operation.
4. A backup pump must be provided, and must be connected mady to pump at all limes. Backup
pump should operated via Roat.
5 No Row through sawer plugs is allowed Use a mechanical sewer plug (see CORPUD
handbook) an downstream invert of suction Manhole
6. Restrain piping during bypass operations.
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REVISIONS
N0. I DATE
SCALE
1 "=30' H
PROJECT
50079797
UB- I
INFRASTRUCTURE CONSTR TION PAN APPROVAL
CRY OF RNEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
AN Con.lruclion must Min coNancs m all Local. Stal., and
HORIZONTAL SCALE
F.".1 Ruk. ad R.pulati..
20 0 10 20 40
�tH SRO
TRANSPORTATION FIELD SERVICES
.�ak. G�.%.
PUBUC UTUTIES
1 INCH - 20 FEET
a SEAL
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REVISIONS
N0. I DATE
SCALE
1 "=30' H
PROJECT
50079797
UB- I

•
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MH
MH
LIFT"
(Fn
PNaae
"=30'
HORIZONTAL SCALE
All Canmm"ion must M in accordance xRh all L -W. Stab. arM
Fedeml Rales and R.aalat,an.
(GPM) (GPM)
1
Install MH 19
CORP 146327
CORN 168931
15
525
MH 18
COR# 168931
15
415
STORM WATER
Instan MH 18, MH 17. sewer
UB -2
Fl
2
between MH 18 and MH 19, sewn
MH 16
MH 19
12
420
between MH 17 and MH 18
Install MHMH 21 and sewer between
3
21 6 MH 17
CCF,, 160250
MH 17
15
230
4
Install MH 16 and sewer between
MH 15
MH 17
15
290
MH 16 d 17
hsiall MH 15 and sewer between
MH 14
MH 16
15
260
5
MH 15 8 16
CORN 161654
MH 16
15
350
5. foo flow 8vough sewer plugs is allowed Use a mechan—I sewer plug (see CORPUD
handbook) on downstream invert of suction Manhole
6. Restrain piping during bypass operations.
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DRAWN Br: ARH
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REVISIONS
N0. I DATE
INFRASTR T R ONSTR TION PAN APPROVAL
SCALE
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
"=30'
HORIZONTAL SCALE
All Canmm"ion must M in accordance xRh all L -W. Stab. arM
Fedeml Rales and R.aalat,an.
1 H
20 0 10 20 40
�SH C�"O
TRANSPORTATION RELD SERNCES
PROJECT
50079797
,
O FESSIp ••�/,:
•?:aPO 44
PUSUC UTIU TES
I INCH = 20 FEET
SEAL ;LLn
STORM WATER
027263 :lt:PUNNING
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1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ylyy�•
ON ITS SIDF IN THE BOTTOM ROW TO ALLOW POO T•i9
DRAINAGE THE FOUNDATION SHOULD BE UCNVATED u ' O
AT LEAS 12INCHES BELOW THE CREST OF THE STORM —� o a a ❑ D u
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST e ❑ O
THE EDGE OF THE STOWORgIN FOR LATERA SUPPORT �' — . O❑ O❑ 00 00 OD
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WIRE MESH WITH A
BLOCNOPENIN SiTOFARAC
HOLD VELINE �'6'
J-1 MemV 6e9,^8.,. �L°8-
3 USE aFAN GRAVEL, BM- TO 1l2 -INCH IN -�
DIAMETER, RACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPF OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT TIST WASHED 218LOPE, GRAVEN BERM
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
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S 2--3- SIZE STONE
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ON ITS SIDF IN THE BOTTOM ROW TO ALLOW POO T•i9
DRAINAGE THE FOUNDATION SHOULD BE UCNVATED u ' O
AT LEAS 12INCHES BELOW THE CREST OF THE STORM —� o a a ❑ D u
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST e ❑ O
THE EDGE OF THE STOWORgIN FOR LATERA SUPPORT �' — . O❑ O❑ 00 00 OD
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e
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3 USE aFAN GRAVEL, BM- TO 1l2 -INCH IN -�
DIAMETER, RACED 21NCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPF OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT TIST WASHED 218LOPE, GRAVEN BERM
STONE IS RECOMMENDED.
NOT TO BE USED FOR SEDIMENT STORAGE
WIRE SCREEN
OPool HENT OEYMTERNG
T
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HtH MANUY IU -N S
RISTRUCTIONS
KEY -IN PER MANUFACTURER'S r -I 2"
INSTRUCTIONS PW
SEEDING SCHEDULE IN
PIEDMONT
AREAS
2O
1488 pounds/square foot minimum (21.7 kN/m)
2J�
1. LIME, SEED AND FERTILIZER SHALL BE
APPLIED WITH NECESSARY EQUIPMENT TO
GIVE UNIFORM DISTRIBUTION
TOP OF BANK 1 Y.2' WOOD STAKE
OF THESE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE:
Si -16
.6 x 166 feet (120 SY) w (100 SM)
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TEMPORARY SEEDING
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NOTES:
1. ALL BANKS AND DISTURBED AREAS SHALL BE SEEDED WITH
JAN. 1 — MAY 1 RYE (GRAIN)
120 LBS./ACRE
750 LBS./ACRE
2000 LBS./ACRE
4000 LBS./ACRE
BOTH TEMPORARY AND PERMANENT SEED MIXES PRIOR TO
PLACEMENT OF MATTING. AFTER THE SEED MIX HAS BEEN
■■r
APPLIED AND BEFORE INSTALLING THE COIR MATTING, ALL AREAS
SHALL BE COVERED NTH STRAW.
MAY 1 — AUG. 15 GERMAN MILLET *•
40 LBS./ACRE
750 LBS./ACRE
2000 LBS./ACRE
4000 LBS./ACRE
2. COIR MATTING SHALL BE PLACED AND OVERLAPPED ACCORDING
■■1
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WITH RUNS AT TOP OF THE BANK ON TOP OF RUNS TOWARD
AUG. 15 — DEC. 30 RYE (GRAIN)
120 LBS./ACRE
1000 LBS./ACRE
2000 LBS./ACRE
4000 LBS./ACRE
TOP OF BANK KEY IN PER MANUFACTURER'S
INSTRUCTIONS
d
❑ WOOD STAKES
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BASE OF BANK J
THE BOTTOM OF THE BANK AND WITH UPSTREAM END OF RUN
ON TOP OF DOWNSTREAM RUN.
3. WOOD STAKES SHALL BE PLACED IN A DIAMOND SHAPE PERMANENT SEEDING
PATTERN.
EROSION CONTROL MAF`hG SHALL BE A MACHINE -PRODUCED MAT OF
100% COCONUT FIBER WITH THE FOLLOWING PROPERTIES:
Matrix
100X coconut fiber
Weight
23 ounces/square yard (780 gm/m2)
Tensile strength (Wet)
1488 pounds/square foot minimum (21.7 kN/m)
Open area (measured)
4BX
Thickness
0.35 inches minimum (9 mm)
Recommended flow
8 feet/second (3.35 m/s) '
Si -16
.6 x 166 feet (120 SY) w (100 SM)
'C' factor
0.002
18" OVERLAP
ANCHOR NETTING JOIN STRIPS BY ANCHORING
IN A 6" TJCH. AND OVERLAPPING.
MAINTENANCE REQUIREMENTS REQUIREMENTS:
1. CONTRACTOR SHALL INSPECT MULCHES PERIODICALLY, AND AFTER RAINSTORMS CHECK
FOR RILL EROSION. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR SLOPE GRADE, RESEED, AND REINSTALL MULCH AND JUTE
MATTING. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
O
JUTE AND COIR EROSION CONTROL
MATTING INSTALLATION
NT.S.
DATE
ffii p ANTy NG RATE
AUG. 20 — OCT. 25
BLEND OF 5OX 250 LBS./ACRE
FEB. 1 — MAR. 31
KY -31 TALL FESCUE
AND 505 MIXTURE
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1000 LBS./ACRE 4000 LBS./ACRE 4000 LBS./ACRE
•• A SMALL—STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBS/ACRE.
••• QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST.
2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.
3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL
SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER
APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS
EXPECTED.
4. MULCHED AREA SHALL BE TACKED WITH UOUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10
GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND -
CRITICAL HABITAT AREAS.
5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF
EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE
INSTALLED BEFORE MULCHING OPERATION.
6. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING OPERATION IF THE AREA IS TO REMAIN
DISTURBED FOR MORE THAN 7 DAYS. PROVIDE PERMANENT SEEDING WITH 15 DAYS OF ESTABLISHING FINAL
GRADES.
RIPARIAN SEEDING SCHEDULE IN PIEDMONT AREAS O
SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE
KINDS OF MATERIALS TO BE APPLIED PER ACRE:
PERM N NTC DING T1 ANnC
IM PLANTING RATE
STRAW MULCH
LATE MARCH TO LATE MAY SEE PERMANENT 20 LBS./ACRE 4000 LBS./ACRE
SEED MIX BELOW
PERMANENT SEED MIX
QUANTITY (51 SCIENTIFIC NAME COMMON NAME DATES BATE
100 CHAMAECRISTA FASCICULATA PARTRIDGE PEA LATE MARCH 25 LBS/AC
TO UTE MAY
50 CHAMAECRISTA FASCICULATE PARTRIDGE PEA MAY TO 20 LBS/AC
AUGUST
50 UROCHLOA RAMOSA BROWNTOP MILEI MAY TO 20 LBS/AC
AUGUST
BLEND CHAMAECRISTA FASCICULATE PARTRIDGE PEA AUGUST TO
MARCH 20 LBS/AC
BLEND RYE/GRAIN/WINTER WHEAT AUGUST TO
MIX OR BARLEY MARCH 75 LBS/AC
1. CULTPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTPACK (AGAIN) OVER THE SEED
BEFORE COVERING WITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENT OF FLOODING THAT REMOVES SEED
AND STRAW FROM THE PREPARED AREA
2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN 'PERMANENT
SEED MIX' PROVIDED HEREIN. IF ANY SPECIES ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT
THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES.
3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROPRIATE
REPLACEMENT, ABOVE BANKFULL TO THE UNITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER
OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING OR DISING.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING
OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPUCATON IS
ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED.
5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10
GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUAUTY WATER ZONES AND CRITICAL
HABITAT AREAS.
6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF
EXCELSIOR MATTING OR FIBERGLASS/SYNTHETICROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED
BEFORE MULCHING OPERATION.
7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF
GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
S. AFTER NCDENR APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES COMPLETELY
WITHOUT MACHINES.
51 CITY OF RALEIGH
STANDARD SILT
FENCE OUTLET
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
NI Construction muet be in with all Local. State. and
AS NOTED
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SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE
KINDS OF MATERIALS TO BE APPLIED PER ACRE:
PERM N NTC DING T1 ANnC
IM PLANTING RATE
STRAW MULCH
LATE MARCH TO LATE MAY SEE PERMANENT 20 LBS./ACRE 4000 LBS./ACRE
SEED MIX BELOW
PERMANENT SEED MIX
QUANTITY (51 SCIENTIFIC NAME COMMON NAME DATES BATE
100 CHAMAECRISTA FASCICULATA PARTRIDGE PEA LATE MARCH 25 LBS/AC
TO UTE MAY
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AUGUST
50 UROCHLOA RAMOSA BROWNTOP MILEI MAY TO 20 LBS/AC
AUGUST
BLEND CHAMAECRISTA FASCICULATE PARTRIDGE PEA AUGUST TO
MARCH 20 LBS/AC
BLEND RYE/GRAIN/WINTER WHEAT AUGUST TO
MIX OR BARLEY MARCH 75 LBS/AC
1. CULTPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTPACK (AGAIN) OVER THE SEED
BEFORE COVERING WITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENT OF FLOODING THAT REMOVES SEED
AND STRAW FROM THE PREPARED AREA
2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED IN 'PERMANENT
SEED MIX' PROVIDED HEREIN. IF ANY SPECIES ON THE PERMANENT SEEDING MIXTURE IS NOT AVAILABLE, CONTACT
THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES.
3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH, OR APPROPRIATE
REPLACEMENT, ABOVE BANKFULL TO THE UNITS OF DISTURBANCE. MULCH IS TO BE SPREAD BY HAND, BLOWER
OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL WITH POLY DURING OR DISING.
4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING
OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPUCATON IS
ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED.
5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10
GAL/1000 SQ. FT.). HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUAUTY WATER ZONES AND CRITICAL
HABITAT AREAS.
6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF
EXCELSIOR MATTING OR FIBERGLASS/SYNTHETICROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED
BEFORE MULCHING OPERATION.
7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF ANY PHASE OF
GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE 21 CALENDAR DAYS.
S. AFTER NCDENR APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES COMPLETELY
WITHOUT MACHINES.
51 CITY OF RALEIGH
STANDARD SILT
FENCE OUTLET
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
NI Construction muet be in with all Local. State. and
AS NOTED
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WATTLE I INLET
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SW -20.23
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
water, sewer and/or reuse, as approved in these plans, is
responsible for contecb'na the ENGINEERING SERVICES at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
(919) 9954540 at least twenty four hours prior to beginning any
of their construction
FAILURE to notify both City Departments in advance of
beginning Construction, will result in the issuance of monetary
fines and require reinstallation of any water or sewer facilities
not nspecled as a result of th s nobficabon failure
FAILURE to call for Inspeclian, Install a Downstream Plug, have
Permitted Plans an Jab site, or any other Violation of City of
Raleigh Standards Will result in a Fine and Possible Exclusion
from future work in the Cityof Raleigh.
FOR REVIEW ONLY
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DATE: JUN 2017
DRAWN BY: DRJ
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REVISIONS
N0. I DATE
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INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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r SEDIMENT 1-11 PWE I—IT. MSU( III PIFE 11 ]e'
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SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
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LIFE OF FENCING. 6-9 MONTHS SIDE VIEW
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FRONT VIEW
NOTES.
12 FLOW SHALL NOT RUN PARALLEL WTI THE FENCE.
SILT FENCE NEEDS TO E E TURNED UPHILL
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STATE DEIR PRACTICE STANDARDS S SPECIFICATIONS SEDIIENTFENCESET FORCONDITIONSWIEREPRACTCEA ESL
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FRONT VIEW
NOTES.
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ENGLISH STANDARD DRAWING FOR STATE OF
GUIDE FOR RIP RAP AT PIPE OUTLETS DEPT. OF TRANSPORTATION
4 NORTH CAROLINA
DIVISION OF HIGHWAYS
N _ RALEIGH, N.C.
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ENGLISH STANDARD DRAWING FOR STATE OF
GUIDE FOR RIP RAP AT PIPE OUTLETS DEPT. OF TRANSPORTATION
4 NORTH CAROLINA
DIVISION OF HIGHWAYS
N _ RALEIGH, N.C.
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IMPROVEMENT PROJECT — PHASE 2
CITY OF RALEIGH
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2610 WYCLIFF ROAD
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EROSION CONTROL DETAILS
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RAYMOND k FLORENCE OCKERY �\ �6d, X s. 1T
DELf41 MILLS _ _ _
—Wo —�
CRNG A. B=EOMEW
ANO WIFE
MELISSA P.sBARFHOLOMEW
IN
,so0 nxO�n Ox. ROBERT J. SOTAK
AND WIFE
HEEw5O0K SONG
MARY C. LEVINGS.
TRUSTEE OF
THE MARY C. LEVINGS
REVOCABLE TRUST
MOINGUEDIRA
AND \}7y\
ANO WIFE
GINABROWN-CUEDIM
'IEEE $
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I �
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/ JUUEN AYROLES
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PUNNING
FIRE
JASON DOSSARY t LISA GOULDIE
URBAN FORESTRY
ELIZABETH BYRO
ARNOLOUS A VERHOENEN
AND WIFE BYRON BURG
ROSLYNRI�MR�OENEN W'RPEN� BNRO
\
PATalcw .
4 ^ ri HnuN
RAYMOND k FLORENCE OCKERY �\ �6d, X s. 1T
DELf41 MILLS _ _ _
—Wo —�
CRNG A. B=EOMEW
ANO WIFE
MELISSA P.sBARFHOLOMEW
IN
,so0 nxO�n Ox. ROBERT J. SOTAK
AND WIFE
HEEw5O0K SONG
MARY C. LEVINGS.
TRUSTEE OF
THE MARY C. LEVINGS
REVOCABLE TRUST
MOINGUEDIRA
AND \}7y\
ANO WIFE
GINABROWN-CUEDIM
'IEEE $
I/ +dna
I �
CMT
GERALD K. G" RICHARD S. WARR
EDWARD JAMES DUNPHY $ DMIIEL M. POSEY
AND WIFE GEORGE V. PECCIAND WIFE AND WIFEAND ,MIFF
JUDITH KAYcD�NPHY AND WIFE RAN
ONA 5 GRAHAM KARENOVCE WARR GNL B POSEY
Mm JANET T PECCI
RNA DR M�m®RN .n �rao snn DR s !Pn 7pDR,
s OR /
CMRISfOPHER SHELOW
GABRIELLA SHELOW
rrAiNEe O
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.LOO �..�
LOO LOO AZT—
DEVIN B. KNILER MICHAEL S. CLARK
KENNETH O. MEDLIN MID AND
AND WIFE SUSHI E COURTNEY Z. COUD. CLARK
BREI AAYNE ELLER JOIN P. MEDUN
MID WIFE
ELIZABETH SHELTON ELLER KIMBERLY CURRY -EVANS "" —1 DR
a uW -w sl STANLEY BOCANEY Dies -1 DR1..
nn sMn DR. FERNANDOH. MAGALW/ES
KIMBERLY ILLLEN
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I T''
`ADD �_�/ •, �.,
RGBERT J. HARVEY --.
Jws s in DA DANIEL CAVA, TRUSTEE y'
JOHN T="PENN NINE LOPEZ GBRAL, TRUSTEE
AND WEE
PAT TIE W. PENN
ems s.r. ce
60 0 JO 60 120
1 INCH = 60 FEET
FOR REVIEW ONLY I CITY OF RNEIGH - PIANS AUTHOMZED FOR CONSTRUCTION
00110'! U9E PDR GDNBTRIK.'IpN
LOG
—
TRANSPORTATION FIELD SERVICES
SI%d
PUBLIC UTILITIES
� SEAL r' �
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JASON DOSSARY t LISA GOULDIE
URBAN FORESTRY
sELWIN
R. THIBAULT
\
w, axlvuw DR
AND WIFE
MEUSSA R. THIBWLT
1
4 �I
I
CMT
GERALD K. G" RICHARD S. WARR
EDWARD JAMES DUNPHY $ DMIIEL M. POSEY
AND WIFE GEORGE V. PECCIAND WIFE AND WIFEAND ,MIFF
JUDITH KAYcD�NPHY AND WIFE RAN
ONA 5 GRAHAM KARENOVCE WARR GNL B POSEY
Mm JANET T PECCI
RNA DR M�m®RN .n �rao snn DR s !Pn 7pDR,
s OR /
CMRISfOPHER SHELOW
GABRIELLA SHELOW
rrAiNEe O
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.LOO �..�
LOO LOO AZT—
DEVIN B. KNILER MICHAEL S. CLARK
KENNETH O. MEDLIN MID AND
AND WIFE SUSHI E COURTNEY Z. COUD. CLARK
BREI AAYNE ELLER JOIN P. MEDUN
MID WIFE
ELIZABETH SHELTON ELLER KIMBERLY CURRY -EVANS "" —1 DR
a uW -w sl STANLEY BOCANEY Dies -1 DR1..
nn sMn DR. FERNANDOH. MAGALW/ES
KIMBERLY ILLLEN
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I T''
`ADD �_�/ •, �.,
RGBERT J. HARVEY --.
Jws s in DA DANIEL CAVA, TRUSTEE y'
JOHN T="PENN NINE LOPEZ GBRAL, TRUSTEE
AND WEE
PAT TIE W. PENN
ems s.r. ce
60 0 JO 60 120
1 INCH = 60 FEET
FOR REVIEW ONLY I CITY OF RNEIGH - PIANS AUTHOMZED FOR CONSTRUCTION
00110'! U9E PDR GDNBTRIK.'IpN
AM Gor,rtructlon mart W in f IN Local, Slate. aM
Pld—I Rulm aM RKII,tionl
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REVISIONS
N0. I DATE
SCALE
1 R•= 60'
PROJECT
50079707
T7.2

001
a \ �00
IP
\DSS
NOW OR FORMERLY
IP ARNOLDUS A. VERHOENEN
AND WIFE
356 ROSEMARIE VERHOENEN
DB 1870 PC 130
--... BM 1959 PG 178
-02
1417 P N6VIEW DR.
\ SILT FENCE.
ss �� BOC: 363.61
NOW OR FORMERLY
RAYMOND & FLORENCE"VICKERY
DO 13735 Pa 195
BM 1959 PG 175 CATCH .B161N INLET"
'
PIN: 07536 PROTECTION (TSEE
tate PwFYIEW. DR. EROSION CONTROL
ETAILS.
DROP INLET PROTECTION / �, 1b,
\ BOC: 363.50
TOP. OF WALL: 352.79
TOP OF WALL: 350.00
�_.--------,--oar-.;
€\ P
TOP OF WALL: 352.79
NOW OR FORMERLY
TOP OF WALL: 350.00
DELNA R. MILLS TOP OF WALL: .79
DR -201114-W, ;01
_
SM 1950 PG 1� -
a, PW 07a3856784 24" RCP -
fizz PINEv1Fw pR. .�® O.SE
LDO /
SEDIMENT AND EROSION CONTROL LEGEND: -
100 YEAR FLOODPLAIN
-LOD- LIMITS OF DISTURBANCE
-sr- SILT FENCE .."
-o TREE PROTECTION
ZONE T BUFFER
CONSTRUCTION FENCE
- -.- - - ZONE I BUFFER ZONE 2 BUFFER
- - -
ZONE 2 BUFFER
SILT FENCE GRAVEL OUTLET
RIP RAP
/57 STONE
F\
FLARED ENO SECTION
ROLLED EROSION CONTROL
PRODUCT (JUTE MATTING)
NOTES:
IP A
ROCK PIPE INLET PROTECTION
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
(TEMPOR"
2. LOCATION OF CONSTRUCTION ENTRANCES ARE APPRO%
AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL
PA A
Puw AROUND
VERIFY LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.10 ACRES.
QP
ounE7 PROTECTION
4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1-03.
IP ®
IFk�; TION
5. FOR UTIUTY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
RESIDENTIAL CONSTRUCTION
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
ENTRANCE (TEMPORARY)
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
®
TEMPORARY WATTLE
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
®
TEMPORARY DRIVEWAY ACCESS
B. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
9. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE
10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN.
20
20 40
11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
LM;
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM 01557
1 INCH
- 20 FEET
NOW OR FORMERLY
PATRICIA N. HYMAN
DB 2897 PG 354
SM 1959 PG 176
PIN 0783559759
3734 SWIFT DR,
00 YEAR
FLOODPLAIN, TYP
xz
00.1
- TOP WALL: 352.07 g.}6
TOP OF WALL:" 351.00
TOP OF SEGMENTAL WALL:350. DO -1 O
NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE OF
THE MARY C. LEVINGS REVOCABLE TRUST
NOW OR FORMERLY DB 8881 PC 275
BYRON BAIRD BM 195) PG 150
PIN 0753751752 -�
WARREN BA3726 SWIFT DR.
OS 15225 PG 1005559
BM 1954 PG 727 -
PIN 0 SWIFT DR,
37}0 SWIFT DR, ,
q .7
ZONE 2 BUFFER
(I ZONE 1 BUFFER �347.q
001 IP J
r
:77-
M
1 I LO S
SF SF _347
FALL: 352 / _� i SF
SF
1 X 342.5
p �I ti 1042.5 �
44 A X
I �
342 5
_ .. _.S` SF
J
LOD LOD L00 LOD'=LOD
��
�� LODE
TOP OF WALL; 346.77
1 TREE PROTECTION. TOP OF WALL: 346.77
(TYP). TOP OF WALL' 346.77
TOP OF WALL: 352.07 TOP OF WALL: 345.00 L.UJ N
TOP OF WALL 348.00 s; 2:1 SIDE SLOPES TOP OF WALL: 346.00 Z Cj 00
TOP OF SEGMENTAL. WALL: 346.00 _1 _
�' -- SEE SHEET C9
2 �FOR MAT SLOPES 4:1 P' +
RIPRAP SIZE AND OR GREATER L7
CLASS B. 18" THICK Lo -10' DEPTH Q w
_ ZONE 1 IUD UD
RESIDENTIAL CONSTRUCTION TOTAL BUFFER
ENTRANCE (TYP). IMPACTS = 30,184 SF NOW OR FORMERLY
ELWIN R. THIBAULT
15" RCP 0 1.0E NOW OR FORMERLY AND WIFE
JASON DOSSARY & LISA GOULDIE ZONE 2 MELISSA R. THIBAULT
„p
DO 13577 PG 1999 TOTAL BUFFER DB 7ez5 Pc zsa
{Y - BM 1980 PG 160 IMPACTS � 5,799 $F BM 1960 PG Iso
PIN 0783659514 PIN 0783750446
,]5,01 PINEVIEW DR, 3731 SWIFT DR,
ATTENTION CONTRACTORS
The ConstrwYion Contractor responsible for the extension of
_\ water, sewer and/or reuse, as approved in Mese plans, is
\` responsible Por confactino the ENGINEERING SERVICES at
(919) 9962409, and the PUBLIC UTILITIES DEPARTMENT
at [phone] at least twenty Pour hours prior to beginning
any of their construction.
FAILURE to notify both Cay Departments in advance of
beginning Conslr-bon, Will result in the Issuance of monetary
fines, and require reinstallation of any Water or se Wer facilities
not inspected as a result of this notification failure.
FAILUREto call for Inspection.
Install a Downs(ream Plug,
have Permitted Plans on Job site, or any ether Violation of City
of Raleigh Standards Will resu8 in a Fine and Passible
Exclusion from future work in the Cay of Raleigh.
Irowv7I15f9I1lIDYIL INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
Callhet65aY=ft
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
NI Construction must M in cordancs ith all -1, State, and
NQTFORCONS1RUCflON Feeerel Pubs and Regelat,rA
TRANSPORTATION FIELD SERVICES
{`SA ��!/y' Pu9uc ununes
I
STORM WATER
SEAL
023121 PUNNING
FWclott� l,Zra� FIRE
f�� KSS URBAN FORESTRY
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DATE: JUN 2017
DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. I DATt
SCALE
1 "=20'
PROJECT
50079797
EC4.2

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ATTENTION CONTRACTORS
W
The Construc0on Contactor responelWe fa the —",I -of
water, sewer and/or reuse, as approved in these plans, is N/�O
NOW OR FORMERLY raspensible for contactinn the ENGINEERING SERVICES at Ty
MOHAMMED GUEDIRA (919)9962409, and the PUBLIC UTILITIES DEPARTMENT s
AND WIFE
et (91 9) 996454 0 st least twenty /ourhours prerto beginning U
GINA BROWN—GUEDIRA any of their construedun. o
D9 11547 PG 2070
9M 1965 PC 204 FAILURE to notify both City Departments In advance of
PIN
37220 70.)7525!9swITT0R. NOW OR FORMERLY beginning Construction will result n the Issuance of monetary
GERALD K. GRAHAM fines, and require reinstallation of any Water m imWer facaftes
Now A MES FORMERLY AND WIFE DO 2099 PG 240 not Inspeeled as a result of this notmoaaon failure
DUNPHY NOW DR FORMERLY -
RAMS. GRAHAM
EDWARD JA
AND WIFE GEORGE V. PECCI FAILURE to call for lnspfbn, ecInstalls Downsheam Plug,
DB 2
JUDITH KAY DUNPHY AND WIFE ON 1965 PG 204 havaPermitted Plens­III s9e or any other Violation ofCity
" DB 9252 PG 455 JANET T. PECCI PIN 0793756357 o/ Raleigh Standards w111 result in a Fine and Possible g i3
3700 SWIFT DR.
BM 1078 PG 204 09 2992 PC 139 Exclusion from future work in the City o/Raleigh.$ g
PIN B SW71541]5 PI 1995 PG 471 L g
1705 SWIFT DR. PIN 0753755471 ^ L`
nos swlFr DR.
U 6 100 YEARowmw
- V75V00,
FLOODPLAIN, TYP.
TREE PROTECTION. f14.IE$
SEE SHEET D1 FOR I 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
CATC1418ASIN INLET DETAILS (TYP).
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
1� P PROTECTION (TVP). LIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
DO,� P1G LOCATION IN THE FIELD
LOC: 343.59
( \� SILT FENCE. 3. TOTAL DISTURBED ARTA >= 4.09 ACRES.
DOI Qo 001 J 0 34 BJ
4. FOR EROSION CONTROL DETAILS. SEE SHEETS D1 -D3. Rl P TP I I ` V
IP ` 1 IP
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
o TP tP ` i' SHEET T2.
ocn \ IP y — 6. FOR TRAFFIC CONTROL. SEE SHEETS TCI-TC5. W W (]
V n
SEDIMENTATION -
ADDITIONAL MEASURESTO CONTROL EROSION�D TIVES v
- -_ _ � �I OFNCDENREREQUIRED L
LAND QUALITY OR THE CITY REPRESENTATIVES
OF RALEIGH. � Z
__---- --= -' - - PROP. 12' x 5' RCB X.. "�'
3
_- BOC: 344.03 —_.39 -- 8. FOR ER ION AND SEDIMENT CONSTRUCTION SEQUENCE
P RCB
0�
__. I SEE SHEEP EC7
6 z EL
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE O
OUTSIDE OF PROJECT LIMITS
SWIFT DR.4 —�� 10. CONCRETE MIXERS SHALL NM BE WASHED OUT ON-SITE Q _� Q
_------"- BOC: 34214 "'� 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES O z LLJ
CN
SS SS o 4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. Q (n
SWIFT SS NOT NOT ALL MATTING SHOWN, FOR CLARITY. I U (� Q
o aLLJ
_SS-'_ j '�� _ _ 340 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND U _ z CL
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
343 MOD. PROCTOR PER ASTM D1557 O O O
�\ C)
L'
_CF DF `—LbD m L�L
IP CrDF LLLjLj
_ CF CE cF cv L�
JD » r CIF Cr L I cj� zLLJ V)
Z z
LOD I O W Q OU
CROP INLET PROTECTION > O
(TMP) — Ln
U U N
Wry Wa !
Z�m I Z W + Ln
J W J W
S + ,r. , t NOW OR FORMERLY I = p
-m , F - DEVIN B. KAHLER v rn I DATE: JUN 2017
H W Q, NOW OR FORMERLY AND W Q
� KENNETH 0. MEDLIN SUSAN E. KAHLER f (n V)
AND WIFE 09 6779 PG 344 DRAWN BY: DRJ
JONA P. MEDLIN BM 1960 PG 160 j
N 3796 M D PIN 0793754159 20 0 10 20 40
9M 1960 PG 160 1711 swln DR. j CHECKED BY: PLC
PIN 0793753292
NOW OR FORMERLY 37'5 SWIFT DR, I 1 INCH = 20 FEET
BRENT DWAYNE ELLER REVISIONS
AND WIFE N0. DATE
ELIZABETH SHELTON ELLER NOW OR FORMERLY SEDIMENT AND EROSION CONTROL LEGEND:
D9 5236 PC 51 NOW OR FORMERLY KIMBERLY CURRY—EVANS
OM 1959 +959 Pc 176
PIN 0793751315 FERNANDO H. MAGALLANES STANLEY BOGANEY 100 YEAR FLOODPLAIN
D9 15915 PG 2546 D9 159{5 PG 2864
1727 SWIFT DR. ,. LOD OMITS OF DISTURBANCE NOCK OPE INLET PROTECTION
BM 1950 PC 160 BM 1960 PG 190 sr SRT FENCE IP (TEMPORARY)
PIN 070.7752310 PIN 0793752296
372] SWIFr DR. 3719 SWIFT DR. rP TREE PROTECTION
a— CONSTRICTION FENCE
P 'P "R0 N0 bW.
-- -- — ZONE + LNIFTEB Kno—hart be
PA INFRASTRUQTURF cnucTRucnnN PLAN APPROVAL SCALE
— — — ZONE 2 BUFFER Callbetaeyoudig
= OP OUTLET PROTEC71pN CITY IK RALEIGH - PLANS NRHORIZED FOR CONSTRUCTION
SILT FENCE GRAVEL OUTLET NI Conalruclon mast b in cordvruNOT to all Local, Stab, and 1 ^=2D' FOR CONSIRUCIION Fad,,m RuNa and R.9alabr.
INLtT PROTEciION PROJECT
® RP RAPIP ® (TEMPORARY) A 50079797
Waa"1 TRANSPORTATION FIELD SERVICES
I
RESIDENTIAL CONSTRUCTION ���*S-,;
O! PUBLIC UTILITIES
ENTRANCE (TEMPDRARq p a1 L s s I F
® WA
y
/57 STONE TEMPORARY TTLE _ ? �• EA L1 > STORM WATER
S PLANNING
FLARED END SECTION ® TEMPORARY OR Y ACCESS ECS . 2
E+Pluo �� FIRE
PRODUCT
—D E(ROSION MATTING)
CONTROL `F/A A. K\S4� URBAN FORESTRY ^`

N
W N
w <
Z w O
J W
I=:O
U
Q
f h N
g
M7 7.36
S
NOW OR FORMERLY
RICHARD S. WARR
AND WIFE
KAREN ROYCE WARR
OR 9423 PG 366
RM 1995 PG 204
PIN OYM757351
3612 SWFT DR.
TOP OF WALL 336.00
TOP OF WALL: 336.00
" TOP WALL: 338.00 /
TOP OF WALL: 334.00 J
TOP OF SEGMENTAL WALL: 334,00 _
TOP OF WALL: 334.00
TOP OF SEGMENTAL WALL: 334.00
NOW OR FORMERLY
MICHAEL S. CLARK
AND
COURTNEY D.CLARK
DB 13963 PG 1824
PIN 0793755173
3707 SWIFT DR.
NOW 0R FORMERLY
DANIEL M. POSEY
AND WIFE
GAIL B. POSEY
DB 4N2 PC 151
BM 1961 PG 115
BM 1967 PG IJ9
.1608 SWIFT DR.
\
TOP OF SEGMENTAL WA161i�_333.00
TOP OF BRIDGE WALL 333.00
TOP OF MIDGE WALL: 333.50 /
TOP OF BRIDGE WALL: 332.00 J
TOP OF SEGMENTAL WALL 332.00
TOP OF BRIDGE WALL: 332.00
Now OR FORMERLY
ROBERT J. HARVEY
DB 2245 PG 352
BM 1971 PC 328
PIN 079375WSB
3509 SWIFT DR.
Now OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15650 PG 1615
SM 1961 PG 115
PIN 0763759105
924 VERWIN DR.
NnICN
\ MATCH EXISTING GRADE. INStAEb
SALVAGED COBBLE STONE 12'
THICK FOR LAST 20' OF
DISTURBED STREAM BED WITH
FILTER FABRIC UNDER STONE
NOW OR FORMERLY
JOHN THOMAS PENN
AND WIFE
PATTIE W. PENN ` ZONE 2
OB 3539 PG 788 TOTAL BUFFER
BM 1974 PG 170 IMPACTS- 5,799 SF
PIN 0793747944
3605 SWIFT OR.
Now OR FORMERLY
KIMBERLY ALLEN
CHRISTOPHER ALLEN
DB 13940 PG 1280
SM 1951 PG 115
PIN 0783
950043
3516 SWIFT DR.
SILT FENCE GRAVEL
OUTLET.
CHECK DAM.
ZONE 1
TOTAL BUFFER
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of
water, sewer andlor reuse. as approved In these plans, Is
responsible for cantacOnc the ENGINEERING SERVICES at
(919) 9962409, and the PUBLIC UTILITIES DEPARTMENT
at (9191 9964540 at least twenty fourhours prior to beginning
any of their construction.
FAILURE to notify both Cay Departments in advance of
beginning Construction, will reault in the issuance of monetary
fines, and require reinstallation of any water or sewer faclldies
not Inspected as a result of this notMcaticn failure.
FAILURE to call for Inspection, Install a Downstream Plug,
have Peml~ Plans on Job site. or any other Violation of Cay
W Raleigh SiaMards will result in a Fine and Possible
Exclusion from future work In the City of Raleigh,
NOTES:
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA - 4.09 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1-03.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
S. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
S. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PUCE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL No BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN.
12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
MOD. PROCTOR PER ASTM D1557
20 0 10 20 40
1 INCH >< 20 FEET
NOW OR FORMERLY IMPACTS - 30,184 SF
DANIEL CABRAL, TRUSTEE
AND
ANNE LOPEZ CABRAL, TRUSTEE
AS TENNNITS IN COM
1gN
DB 5266 PC 109
BM7974PG 170
PIN 0763748839
3603 SWIFT OR,
SEDIMENT AND EROSION CONTROL LEGEND:
100
-LOD- LIMITS OF DISTURBANCE
-sF- SILT FENCE �P wry ROCK PIPE INLET PROTECTION
-»`- TREE PROTECTION (rEUPORARr) Know/ew,.hat's bekrAL [INFRASTRUCTURE CONSTRUCTION PLAN PPROCONSTRUCTION FENCE PUMPNOIIUBi W`yBM�CITY OF RALEIGH - PIANS AUTHORIZED FOR CONSTRUCTION
ZONE 1 BUFFER I Conahuclbn moat M in accorbanca with oil Loml. Slate, and
ZONE 2 BUFFER NOi FOR CONSIRUCIION Feberal RuNe and Reguletone
SILT FENCE GRAVEL OUTLET QP OURET PROTECTK9I
O ® TRANSPORTATION FIELD SERVICES
RIP RAP IP INLET PROTECIgN Q�d CARp pUBUC UTIU11E5
(TEMPORARY) rp,0\ts$lp y'
/57 STONE STORM WATER
RESIDENTVLL
CONSTRUCTION DN SEAL PLANNING
ENTRANCE (IEYPORARy) p23L21
FLARED END SECTION
® TEMPORARY WATTLE/ Failatt4 ��E FIFE
ROLLED EROSION CONTROL F _.___.-. _-�..... .wean `F/I Y\S` URBAN FORESTRY
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DATE: JUN 2017
DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. I DATE
SCALE
1 "=20'
PROJECT
50079797
EC6.2
OF

_ NOW OR FORMERLYVERH\ NOW OR FORMERLY NOW OR FORYFALr
SK �r C12 ARNOLDUS A. OENEN \ PATRICIA N. HYMAN \ BYRON BAIRD \
�\\ FOR O' AND WIFE DB 2997 PG 354 WARREN BAIRD
\ \ _ ROSEMARIE VERHOENEN 1959 PG 176 \ TEMPORARY CONSTRUCTION EASE NT
+ 5s PIN 0793950799 \ DB 15234 PC 1259 M€
A \ SIDEWALK ACCESS DB 1870 PC 130 \ 3734 SWIFT DR. BM 1954am
�Z RAMP. SEE DETAIL PN' 075`43409492 PIS $11111 3732 s7 Fr DR. PERMAMENT PRIVATE DRAINAGE E/SEME7��
\ y t� ON SHEET R1 1417 PINEVIEW OR. \ TEMPORARY CONSTRUCTION EASEMENT \
`hat+ "�' CONCRETE SK)EWALK \
\ pl r CATCH BASIN (TYP). DROP INLET (TYP). \ \\TMP). SEE DETAIL 2/0IE
SEE DETAIL 3/24 SEE DETAIL 1/05 CON RETE DRR7ETNAY. MATCH REPLACE 4' CPP AND TIE TO
UNE I GRADE OF EXISTING 4- PVC PENETRATE CURB WITH
DRIVE. EE DETAIL 3/D12 WATER TIGHT GROUT SEAL
CONNECTION, \ TIE 15' RCP TO RBC WITH WATER
SEE \
TIGHT GROUT SEA O NNECY/S7
i
-497 TP
_ INSTALL sn iF O
Public
Water Distribution / Extension System
Si1IIT RAIL FENCE
_ 4
COIR MATTING (TYP).
\\ _
" SEE DETAIL 1/D2
1
- _ — —
START RIPRAP
'_ — — .SMH-25 JC
\\
STA 10+23
g$,
END OF PAVING MATCH
2r RCP 57
Nm OR FORMERLY
EXISTING LINE AND GRADE.
DELNA R. MILLS
r
DB 2094 PG 108
-
BM +980 PG 182
DB 13577 PG 1899 I DB 7826 PG 258
BM Iow PC 180 SM 1960 PG 160
PIN 0783450744
.,,..;f•. {
1422-PIRLMEW DR.
CURB AND GUTTER.
ENGINEERED WALL AVEMENT
PERW
I'..(iE i/CSEMENT
CLASS 1 RIP RAP SEE
GRADING AND EROSION
' CBNTROC PLAN — —
SEE STRUCTURAL DET'AIM-s
FOR HEADWALL/WINGWALL
DETAILS (TYP). /
INSTALL 47 lF OF
CHNN K FENCE_.
TEMPO CONSTRUCC77T1ppN J
EASEMENT
i(E 24' RCP TO RBC WITH WATER
/TIGHT GROUT SEALED CONNECTION
SEE DETAIL 2/S1
1 350
1 3451 1 r
1 340
335
334
12'x5' RCB WITH CONCRETE
— WiFfGAAi.S7tr-OPSTREAA ERD-
DI -2 A / _ _ _ — — — — — — —CORE MATR (lYP), SEE NOTES 8 AND 9.
/— —
— -
-- ®
SEE DETAIL 1/22 ORAV¢L pRVE %MATCH LINE
7
4 Y PERMANENT PUBUC AND GRADE OF EXI,9TING DRIVE.
DRAINAGE EASEMENT _SEE DETAIL 3/012 (TYP)
CLASS 1
RIP RAP (TYP)
DOUBLE 10' X 6'
RCB WITH CONCRETE
WIN(7WALL5. SEE
NOTE§ 7, B AND 9. ,®)
CAST IN -PUCE IS
NOT ALLOWED FOR
THIS DOUBLE RCB
24' RCP CONNECTION —\ I — FINISHED GRADE
ENGINEERED WALL
n I
SEE NOTE 6
EL. 342.9
MATCH RIP' RAP TO
CULVERTINVERT
4.2'
31'
PLUNGE
POOL
;A200 34L.UU
10'X6'RCB 68 IF DOUBLE
W/GONG WI
U 1.06% SLOPE
DS INV= 4GWALLS
US"i06%
343.62 h
c,
SEE NOTES 7 8342.90 & 9
NCDOTSTONE
BES ITYp)GEOTEXTILE I
SEE NOTES 7 & 8 TYPE 2 ITYP I
PERMANENT UTILITY
Public
Water Distribution / Extension System
U3
x
M a
-- EASEMENT_
1
My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti
U3
1
fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw
alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY.
D.'fyi'
Z
INOW OR FORMERLY
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END OF PAVING MATCH
}
Paww
NaN INR D.Pepadrat
EXISTING LINE AND GRADE.
NOW OR FORMERLY AND WIFE
AdhwUdion a Ca,wln,ct
SEE DETAIL 3/Dll JASON DOSSARY & LISA GOULDIE 1 MELISSA R. THIBAULT
C
U
Od.
DB 13577 PG 1899 I DB 7826 PG 258
BM Iow PC 180 SM 1960 PG 160
—346
.,,..;f•. {
PIN 0793659514 PIN 0763750448
CURB AND GUTTER.
ENGINEERED WALL AVEMENT
m z Ali
4.
�`
1
SEE DETAIL 6/D11—
--$EE-NOTE —'
5.
_
w A
— T�N+.
SWIFT DR—
— 40 PUBUC R/W
B' X 5' BOX CULVERT.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEANOWNER
/
ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
— — . h
Sg
AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED
3s
SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES
BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
ENGINEERED ALL
SEEN
T-
Know what's bebW.
;�—
as
as
WHOSE TRASH/RECYCUNG SERVICE IS DISRUPTED DURING WORK
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE
CV
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND
'
CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57
SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PLAN.
W
STONE FOR BEDDING
1 LF DOUBL
B.
12'X
5' RGB W/ CONIC. WINGWALLS
_
ENGINEERED WALL
j
I
r 1
-
SEE NOTE 6
-- .-
"FLOW
W V /
-
OS INV= 338.26
CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57
STONE FOR BEDDING
/ nING V Q
SEE NOTES 7.8 & 9
^ 9.
ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ
�1
15' RCP CONNECTION
' -.-_ BJP. - - -
CLASS 1 RIP RAP
SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER
FINISHED GRADE ­\
T,
12'x5' RCB WITH CONCRETE
— WiFfGAAi.S7tr-OPSTREAA ERD-
DI -2 A / _ _ _ — — — — — — —CORE MATR (lYP), SEE NOTES 8 AND 9.
/— —
— -
-- ®
SEE DETAIL 1/22 ORAV¢L pRVE %MATCH LINE
7
4 Y PERMANENT PUBUC AND GRADE OF EXI,9TING DRIVE.
DRAINAGE EASEMENT _SEE DETAIL 3/012 (TYP)
CLASS 1
RIP RAP (TYP)
DOUBLE 10' X 6'
RCB WITH CONCRETE
WIN(7WALL5. SEE
NOTE§ 7, B AND 9. ,®)
CAST IN -PUCE IS
NOT ALLOWED FOR
THIS DOUBLE RCB
24' RCP CONNECTION —\ I — FINISHED GRADE
ENGINEERED WALL
n I
SEE NOTE 6
EL. 342.9
MATCH RIP' RAP TO
CULVERTINVERT
4.2'
31'
PLUNGE
POOL
;A200 34L.UU
10'X6'RCB 68 IF DOUBLE
W/GONG WI
U 1.06% SLOPE
DS INV= 4GWALLS
US"i06%
343.62 h
c,
SEE NOTES 7 8342.90 & 9
NCDOTSTONE
BES ITYp)GEOTEXTILE I
SEE NOTES 7 & 8 TYPE 2 ITYP I
PERMANENT UTILITY
Public
Water Distribution / Extension System
U3
x
M a
-- EASEMENT_
1
My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti
U3
1
fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw
alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY.
D.'fyi'
Z
INOW OR FORMERLY
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END OF PAVING MATCH
I ELWIN R. THIBAULT
Paww
NaN INR D.Pepadrat
EXISTING LINE AND GRADE.
NOW OR FORMERLY AND WIFE
AdhwUdion a Ca,wln,ct
SEE DETAIL 3/Dll JASON DOSSARY & LISA GOULDIE 1 MELISSA R. THIBAULT
C
U
Od.
DB 13577 PG 1899 I DB 7826 PG 258
BM Iow PC 180 SM 1960 PG 160
—346
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
PIN 0793659514 PIN 0763750448
FOR CLARITY.
1501 PINEMEW DR. 3731 SWIFT DR.
m z Ali
4.
�`
1
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING
5.
EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING
AND PEDESTRIAN ACCESS AT ALL TIMES.
4
R�
B' X 5' BOX CULVERT.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR HOMEANOWNER
/
ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND
AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED
SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES
BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
T-
Know what's bebW.
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS
C3II DetDle you dig.
WHOSE TRASH/RECYCUNG SERVICE IS DISRUPTED DURING WORK
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE
CV
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND
'
CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57
SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PLAN.
W
STONE FOR BEDDING
1 LF DOUBL
B.
12'X
5' RGB W/ CONIC. WINGWALLS
_
ENGINEERED WALL
j
0.72% SLOPE
' �\
SEE NOTE 6
US INV= 338.84
TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE
W V /
OS INV= 338.26
CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57
STONE FOR BEDDING
/ nING V Q
SEE NOTES 7.8 & 9
^ 9.
ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ
�1
15' RCP CONNECTION
SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER
FINISHED GRADE ­\
44' 2'
43 —
j{i\ GABION MATTRESS EXISTING GRI
1 PLUNGE
(L11 POOL _\ L
I
I
I
— 8'0 DIP SANITARY SEWER
MAIN W/16' 0 STEEL
ENCASEMENT PIPE
— 8' DIP WATER MAIN
W/ 16'0 STEEL
FJNCASBAEM PIPE
EL 338.84
IMATCH RIP
TO CULVERT
INVERT
I
CLASS
RIP RAP rTYP)
MAIN
PIPE
COLLAR
h1NOTES
Public
Water Distribution / Extension System
U3
x
M a
Tv Gly el RaNipl, -U to the owwactbn mtl eaten of
1.
My. yuMk — atatwn oa ahem m Mu Pim. T,e matnMlinti
U3
fantM,Ictian mwll,oda uwtl Iw Mia nrojzl and omlwm to Mw
alm4erb m0 spwoMCPlbna of tM MyY. P It Ut .I- HmdaoaY.
D.'fyi'
Z
g$,
IY.
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
UTILITIES FOR CLARITY.
Paww
NaN INR D.Pepadrat
W
NUT SHOWN IN ENTIRETY
AdhwUdion a Ca,wln,ct
�
C
U
Od.
Z
U
Z
—346
h1NOTES
1.
SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR
_
SANITARY SEWER DESIGN INFORMATION.
g$,
2.
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
UTILITIES FOR CLARITY.
.o S ^'
NUT SHOWN IN ENTIRETY
B
3.
INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
—346
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
-
FOR CLARITY.
_o
W
m z Ali
4.
�`
ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
SHOWN AS DASHED.
5.
EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING
R�
B' X 5' BOX CULVERT.
6.
ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
AND SHALL HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED
BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
T-
SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND
-
APPROVAL SEE WALL ALIGNMENTS SHEETS R5 -R8.
7.
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE
CV
'
CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57
W
STONE FOR BEDDING
]_
B.
FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE
w
j
PROPOSED CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT
' �\
TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE
W V /
CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57
STONE FOR BEDDING
/ nING V Q
^ 9.
ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERTQ
�1
SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER
Z LL
T,
PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF
4.
THE CULVERT.
Q
O
10.
SEE SHEETS C19 -C21 WATER PUN/PROFILE SHEETS FOR WATER
LL
O
DESIGN INFORMATION.
ATTENTION CONTRACTORS
D
LLj
J
O
The Construction Contractor responsible for the
extension of water, sewer and/or reuse, as
l
`J
approvedec
in it,.. Plans, is responsible for
' \ W
N
CL
contactin0 Ne ENGINEERING SERVICES at
996-2409, the PUBLIC U77UnES
V
(919) and
DEPARTMENT at (919) 9964640 at least howity
7
Z O
W
four hours prior to beginning any A their
Q
>
z
construction.<
LL
Q
Q
FAILURE to notify both City Departrnents In
advance of beginning Construction, will result in
350
rY\
M
the issuance of monetary fines, and require
reinstallation of any water or sewer fadlibes not
inspacied as a result of this notification (allure.
1,/ /I71
Lai
(n
Z
FAILURE to call for Inspection, Install a
a
Downstream Plug, have Perrnf9ed Plans on Job
O C
site, or any other Violation of City of Raleigh
L
Do
Stands Ns will newlt in a Fine and Possible
C\N
Exdusion horn fuaire work in the City of Raleigh.
W
>
O
O
\\\\IIIIIIIII7I7
oQb�'ESSIa/`2�
SEAL c
LL
O
345 : 042236 z.
N
gVg2
to
H IIIII \\VO
DATE: JUN 2017
VERTICAL SCALE
DRAWN BY:
JEW
-- 2 0 1 2 4
1 INCH = 2 FEET
CHECKED By
PLC
HORIZONTAL SCALE
REVISIONS
340 20 0 10 20 40
d/0.
DATE
1 INCH = 20 FEET
FOR REVIEW ONLY
W NIR U56 NR CONaTRULTON
P P
w'•4 ,w � CITY OF RALEIGH –PLANS AUTHORIZED FOR CONSTRUCTION
i- NI Comtrudim musl W m e—,rdancs wRh dl Lord, Stats, and
FWsrol Rules one Rsqulalioro
8' DIP WATER TRANSPORTATION FIELD SERVICES
URBAN
SCALE
1 "=2' V
1 "=20' H
PROJECT
50079707
C9.2
OF

CB -5
m O _
n� 6• DIP
WATERMA N
�eF \'p��"�/ / 11
OO
I �i 1
ci-ro
NOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
OB 5236 PO 51
BM 1959, PC 178
PIN 0763751315
3727 SWIFT DR.
`WOW OR FORMERLY
ti
MOHAMMED GUEDIRA
INTO EXI<
P ERLY
GUTTER.
GINA BROWN-GUEDIRA
MARY C LEVINEG5,TR STEE
DB 11547 PC 2D70
CO
OF
LOB
\PIN 0796752086
3722 SWIFT DR.
THE MARY C. LEVING
S
40
'D GRAVEL DRIVEWAY
REVOCABLE TRLIST`
PERMANENT PUBLIC
DRAINAGE EASEMENT
MATCH LINE AND
GRADE OF EXISTING
Q DB8981 PC 276
BM 1960 PC 190
�y'•'-
MQ{1 PIN 0793751782
3726 SWIFT M2.
\
W `.E
DETAIL 3/D12
AND
NOW OR FO NMERLY
KIMBERLY BURRY-EVANS
Naw OR FORMERLY
15=50
I
SUSAN E. KAHLER
OR 1596 PO 2864
CB -5
m O _
n� 6• DIP
WATERMA N
�eF \'p��"�/ / 11
OO
I �i 1
ci-ro
NOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
OB 5236 PO 51
BM 1959, PC 178
PIN 0763751315
3727 SWIFT DR.
`WOW OR FORMERLY
TIE CURB
MOHAMMED GUEDIRA
INTO EXI<
AND WIFE
GUTTER.
GINA BROWN-GUEDIRA
LINE AND
DB 11547 PC 2D70
CO
6th Is" Pp .204
LOB
\PIN 0796752086
3722 SWIFT DR.
40,t9D
-t
- PERMANENT PRIVATE
DRAINAGE EASEMENT _
17600
1 1
1 —
PROP 11_x 5 RCB
VYP). SEE DETAIL 3 D7
6• DIP —
6' DIP < WATERMAIN
WATERMAIN
OF PpIlN�ING: NOW OR FORMERLY TEMPORARY CORRUCTION W
H
III NO Now OR FORMERLY I �
EDWARD JAMES DUNPHY EASEMENT
AND GF�DE AND WIFE GEORGE V."PECCI
TIE 4'x4' RCB TO RBC JUDITH KAY DUNPHY AND WIFE
\ WITH WATER TIGHT GROUT OR 8252 PC 455 JANET T. PECCI
SEALED CONNECTION. SEE BM 190.5 PC 204 I DB 2082 PO 1J6
DETAIL 2S1 PIN 0783754435 BM 1965 PC 2014
/ 3708 SWIFT . I PIN 07837554'!1 D
ORROINLET (TYP).
Ogi- 90 3704 SWIFT DR. SEE ETAIL 1/D5
I \ /� PE MANENT PUBLIC
DRAINAGE EASEMENT DI-13.
vi M 19651965-_ sr -- —. .-
E E
20' DRAINAGE ASEMENk--B
J \ { \\ I 18.60 I s� 19-00-
----
illiF
PROP 12'x5'RCB
,t1 ( -W�Oil
___- 339
�_ r DIP ---\, _
SWIFT DR \ce-tz
60' PUBLIC R/W'
' SS
-�-�—` CATCH BASIN (TYP). -
ASPHALT PAVEMENT SEE DETAIL 3/D4
I i
-
345
w
U
ro
15 RCP
C.
go �,
a
g1
(SOUTH).
CO
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A
• VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING
LOB
\
40,t9D
40
'D GRAVEL DRIVEWAY
(NORTH.
PERMANENT PUBLIC
DRAINAGE EASEMENT
MATCH LINE AND
GRADE OF EXISTING
C7
AND PERMANENT
DRIVE (TYP). SEE
) 15" RCP
UTILITY EASEMENT
DETAIL 3/D12
AND
NOW OR FO NMERLY
KIMBERLY BURRY-EVANS
Naw OR FORMERLY
STANLEYBOGANEY
FERNAND0 H. MAGALLANES
SUSAN E. KAHLER
OR 1596 PO 2864
DB 15615 PC 264E
"`�
BM 1960 PC 160 I
1
BM 1960 PC .1160
PRI 078379[310
`r
PIN 0793752296
3719 SWIFT DR. 1 �2
3723 SWIFT DR.
YO.1••.
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION.
0'
345
w
U
0
15 RCP
�y
w
a
to
(SOUTH).
CO
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A
• VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. MINIMUM OF 6' OF NCDOT J57 STONE FOR BEDDING
15 RC
CONNECTIO
I2n
a
40
w
W
(NORTH.
NOT SHOWN IN ENTIRETY FOR CLARITY.
U
C7
5.
SOUT
) 15" RCP
e
�j��/jj////`j
AND
6.
CONNECTION
•
NOW ORFORMERLY
SUSAN E. KAHLER
(NORTH)
HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC
340
KENNETH0. MEDLIN
OB 5770 PC 3k ' -
I
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PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
YO.1••.
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION.
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AND WIFE
BM 1980 PO. leo
470
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CITY PROJECT MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS
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ATTENTION CONTRACTORS
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608}
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' 4060
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INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
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7�� any SEWER DESIGN INFORMATION.
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A
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em^. m I IS
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2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES
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NOT SHOWN IN ENTIRETY FOR CLARITY.
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B. FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED
W
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INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
CULVERT BOTTOM ELEVATION, 'ACHIEVE A CONSISTENT TOP OF ROCK GRADE
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SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A
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NOW OR FORMERLYSEE
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Kn9W Whst§ beloworapu AT ALL TIMES
10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN
CaO UBtBLE
KENNETH0. MEDLIN
OB 5770 PC 3k ' -
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PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
YO.1••.
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUALINFORMATION.
N
AND WIFE
BM 1980 PO. leo
470
CITY PROJECT MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS
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JONA P. MEDLIN
I 3711 SWIFT86
DISRUPTED DURING CONSTRUCTION
ATTENTION CONTRACTORS
SHEETS R5 -R6.
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608}
DB 3-789 PO 273 W 7. FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
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BOTTOM, PROVIDE A MINIMUM OF 18. OF NCDOT /57 STONE FOR BEDDING
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CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS THAT IS A MINIMUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A
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10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN
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NOW DR FDRYERLY / PERMANENT PUBLIC /
GERALD K. GRAHAM — DRAINAGE EASEMENTNOW OR FORMERLY
AND WG AM RICHARD, $.'WARR NDN OR FOOMY
DI -13 > DB zo@6 Pc 210 AND WIFE I DANIEL III POSEY
am t945 PG. x04 KAREN ROYCE WARR AND WIFE /
PW 07@375&357 _ { 9013-----I--- GAIL' B. POSEY
3700 SWIFT DR. - 1 - DB 9423 PD 3@@
1 BA 1886 204 011 4742 PG 151
PIN 878337@7j81 I BM 81 PG 115
(®; 3812 qNl
2- .!' TIE 42" RCP TO RCB 3609�f DR.
WITH WATER TIGHT GROUT — _ /
SEALED CONNECTION. SEE 7�— 7 —
DETNL 2/S1 "`
�ROPINLET (TYP).
I ISEE DETAIL 1/D5 TIE 15" RCP TO RCB
WITH WATER TIGHT GROUT I i SEALED CONNECTION. SEE /
I DETAIL 2/51 Jj-
CATCH BASIN (TYP).
SEE `DETAIL 3/D4
I
I PERMANENT UTILITY
EASEMENT
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W I I NOW OR FORMERLY
1W/1 I MICHAEL S. CLARKE
I AND
COURTNEY D. CLARKE
DB 13983 PG 1824
PIN 0783755173
3707 SWIFT DR.
RCP
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SS
6' CPP —
INV APPROX. 332.35'„
SS A_7s�.
_ ENGINEERED WALL
SEE NOTE 6
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CONCRETE SIDEWALK.
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SEE DETAIL 2/D12
Permitted Piens on .int site or any other Violation of City of
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50
PLASTIC JUNCTION'
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BOX (TYP.-3 PLACES)
— COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY
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CPP 901-fiLBOW
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CLASS 1 RIP RAP
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31
332.10 /
4" CPP
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$LASiIC JUNCTION
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DFN EASEMENT
E14GINEERED WALL.
/
SEE NOTE 6
/
PERMANENT PUBLIC
CONCRETE DRIVEWAY.
MATCH LINE AND
DRAINAGE EASEMENT
I
GRADE OF EXISTING.
SEE DETAIL 3/1312
Now ORED
ROBERT J. HARVEY
TEMPORARY
DS 7.2 PG 352
/CONSTRUCTION
It 1^'. Pc �321
/ EASEMENT
NOW OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 15850 PG 1@1@
BM 1981 PG 115
PIN 0783759105
924 MERWIN OR.
4 CPP —�^�
NOW OR FORMERLY
JHN THOMAS PENN
AND WIFE
PATTIE W. PENN
OB J539
BM 1974 PG 170
PIN 078374]9"
SEE NOTE 6
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CLASS 1 RIP RAP NOW OR FORMERLY LI
_ LUNGE POOL. ANIEL CA�.AL TRUSTEE
AND
6" CPP _ _ ANNE LOPEZ/CABRAL, TRUSTEE
INV APPROX. 32937 TBDEP2OG c109
12'3109
170
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N—DN'
—
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SEE DETAIL 2/D12
Permitted Piens on .int site or any other Violation of City of
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ATTENTION CONTRACTORS
ASPHALT PAVEMENT
from future work in the City of Raleigh
NOTES:
-- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS
— COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY
N
DRIVEWAY BRIDGE SEE
DRIVEWAY BI IDGESEE CONTROL PLAN.
STRUCTURAL DETAILS
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The Construction Contactor responsible for the extension of
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OB J539
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SEE NOTE 6
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4" CPP 330 3z8 32J�3z6
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AND
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INV APPROX. 32937 TBDEP2OG c109
12'3109
170
INEERED WALL. @6
N—DN'
—
3 W
— DO NOT DISTURB /
EXISTING CATCH BASIN
END OF PAVING. MATCH
EXISTING UNE AND GRADE.
SEE DETAIL 5/D11
007
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER
FAILURE to call for Inspection, Instal/ a Downstream Plug have
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI
Permitted Piens on .int site or any other Violation of City of
U
ATTENTION CONTRACTORS
7. FOR THOS
5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM,
g FINISHED GRADE EXISTING GRADE
from future work in the City of Raleigh
NOTES:
-- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS
— COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY
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- _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N
DRIVEWAY BI IDGESEE CONTROL PLAN.
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SEE DETAIL 5/D11
007
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER
FAILURE to call for Inspection, Instal/ a Downstream Plug have
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI
Permitted Piens on .int site or any other Violation of City of
:
ATTENTION CONTRACTORS
7. FOR THOS
5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM,
g FINISHED GRADE EXISTING GRADE
from future work in the City of Raleigh
NOTES:
-- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS
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- _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N
DRIVEWAY BI IDGESEE CONTROL PLAN.
DETAILS 9. ALL RATE
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The Construction Contactor responsible for the extension of
LLI
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT
water, sewer and/or reuse, as approved n these plans, is
ENGINEERED WAL
SEE NOTE 7
ENGINEER
SEE NOTE
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SHOWN IN ENTIRETY FOR CLARITY.
responsible for cordecona the ENGINEERING SERVICES at
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[phone] at least twentybur hours prior to beginning any
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE SHOWN AS
of their construction.
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DRAWN BY: JEW
CHECKED BY: PLC
-
FAILURE to nobly both City Departments In advance of
�y.
N AVP
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NO.
DATE
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beglnn ng Construction will result In the issuance of monetary
fin
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FOR REVIEW ONLY KB9wwhars below.
TIE CURB AN
GUTTER INTO
(STING. MATCH
EX ING LINE AND
GRADE.
PERMANENT PUBLIC
DRAINAGE EASEMENT
es, and require reinstallation of any water or sewer facilities
- not nePacted as a —11 of Uls nol9cehon failure.
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES. 6. ENGINEER
FAILURE to call for Inspection, Instal/ a Downstream Plug have
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI
Permitted Piens on .int site or any other Violation of City of
_
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS
Raleigh Standards will result in a Fine and Possible Exclusion
7. FOR THOS
5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM,
g FINISHED GRADE EXISTING GRADE
from future work in the City of Raleigh
NOTES:
-- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS
— COIR MATTING (TYP). 1. SEE SHEETS C15-ClB SANITARY SEWER PLM!/PROFILE SHEETS FOR SANITARY
N
- _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N
DRIVEWAY BI IDGESEE CONTROL PLAN.
DETAILS 9. ALL RATE
,SEE DETAIL 1/D2 SEWER DESIGN INFORMATION.
335 CONNECTION
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DATE
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FOR REVIEW ONLY KB9wwhars below.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE, TO EXISTING S' X 5-
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SCALE
'.. 3609 SWIFT DR. d 3605 SWIFT DR. ' CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
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HAVE LED
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR PROFESSI
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY CITY PRO
_
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS SHEETS
AT ALL TIMES
7. FOR THOS
5LF OF - - CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL BOTTOM,
g FINISHED GRADE EXISTING GRADE
I%29, PROPERTY OWNERS WHOSE TRASH/RECYCLING SERVICE IS
-- - DISRUPTED DURING CONSTRUCTION. B. FOR THOS
- : CULVERT
- SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT IS A MINI
- _ GEOMETRY AND SHEETS ECI-EC6 FOR GRADING AND EROSION 6" OF N
DRIVEWAY BI IDGESEE CONTROL PLAN.
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7 15" RCP IN A CASI
FEET BEY
335 CONNECTION
10. SEE SHE
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VERTICAL SCALE
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2 0 7 2 4
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1 MCH = 2 FEET
DATE: JUN 2017
WALL
DRAWN BY: JEW
CHECKED BY: PLC
REVISIONS
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N AVP
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NO.
DATE
SEE NOTE?
FOR REVIEW ONLY KB9wwhars below.
m nor usE mRconslxucnox Call before you dig
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SCALE
CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION
1 "=2'
V
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DATE
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CITY OF RALEIGH - PUNS AUTHORIZED FOR CONSTRUCTION
1 "=2'
V
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1 "-20'
H
PROJECT
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50079707
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FIRE
C1
1.2
URBAN FORESTRY
20+00 20+50 21+00 21+50 22+00 22+50 23+00
23*50 24+00 24+$0

PERMANENT PUBLIC
DRAINAGE EASEMENT
DROP INLET (T(P)/ /
SEE DETAIL 1/05
L9E DI -2 ` N -
CLASS 1 RIPRAP (TYP)
-
COIR MATTING SEE
. Q.
DETAIL 1/132
3.
A
AND *IFE
x 5
ROSEMARIE VERHOENEN
NOW OR FORMERLY
I
RAYMOND & FLORENCE VICKERY
NOW OR FORMERLY .I
/
DR 13735 PG 195
Be 1959 PG 179
DELNA R. MILLS
PIN: 0793659947
/ O9 2094 %G 109
BAI 19 PG 190
1418 PINLVIEW DR.
/ 491 O AEW D
1422 PINEVIEW DR
355
FAILURE to notify both City Departments in advance of
2>
-, INSTALL 30 LF SPUTI
RAIL FENCE
w
�q 'f^
-' Illi PINEVIEW DR .F
g ,O PCQ B" DIP 60' PUBLIC
WATER Ma t
CATCH BASIN (TYP).
SEE DETAIL 3/D4
I
I
tNOW OR FORMERLY
LIZAE3ETH BYRD
DS 14469 PG 223
BM 1957 PG 47
PIN: 0793955979
1 1326 PINLVIEW DR.
1 CONNECT EX: 1B` RCP
TOKTCH BASIN. ;PP
ATER TIGHT GROUT
SEAL CONNECTION
g
G13-29 p
27+00.
--- �
90 Lee ,
e' DIP i
WATER MAIN
I
l
-
NOW OR FORMERLY
. Q.
ARNOLDUS A. VERHOENEN
3.
A
AND *IFE
x 5
ROSEMARIE VERHOENEN
a r
SDI
DB 1670 PG 130
BM 1959 PG 179
-2B
\
PIN 0793959892
1417 PIN6yILW DR.
�mF
PERMANENT PUBLIC
�Qyi V1
('
DRAINAGE EASEMENT
I
I
tNOW OR FORMERLY
LIZAE3ETH BYRD
DS 14469 PG 223
BM 1957 PG 47
PIN: 0793955979
1 1326 PINLVIEW DR.
1 CONNECT EX: 1B` RCP
TOKTCH BASIN. ;PP
ATER TIGHT GROUT
SEAL CONNECTION
g
G13-29 p
27+00.
--- �
90 Lee ,
e' DIP i
WATER MAIN
I
l
25+00 25+50 26+00 26+50 27+D0 27+50
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN
a
ou z
r
ATTENTION CONTRACTORS
3
3.
A
360
x 5
Ti. City of IicanwnM1 to M..— and .—A. or N•
\M425
GRADE
360
at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
�mF
[phone] at least Mento four hours prior to beginning any
�Qyi V1
('
m
it
w° im��
355
FAILURE to notify both City Departments in advance of
2>
1tlx6' RCB...
w
�NKZ
=o a
•�,
(—
350
Me
U car 2 ? ? EXISTING 21 1
350
Penni0ed Piens on Job site, or any other Violation of City of
gg.-no
ryQ mF
Raleigh Standards will result in a Fine and Possible Exclusion
2. W.a
25\
>>20>
to
O
GRADE
h
r$
a?
U D
25 LF OF
�
350
w
24- RCP 0..121
OF 18" RCP h
ry
>
345
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
F
Q
355\
LU
< ' _ ='o
EXISTING GRADE
0.51%
355
345
345
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
FOR CLARITY.
8 LF
(n
rzgzM0Z0 2Z
OF 1B" RCP
8" 8 DIP WATER
N
� 11
@ 0.59%
MAIN
z
29 LF
CONCRETE
12" DIP
SHOWN AS DASHED.
iWim?
COLLAR
SANITARY
-
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
OF 15" RCP
SEWER MAIN
340
CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF
LL
340
0
W
(j a0:51% m
0
350
J
S1—S4.
`—
{IIu{I�
350
=
N
---------------
0 DIP WATER
W
I,
AIN
19 LF
EXISTING 12"
Z
OF 24" RCP .. .
SEWER MAIN
@ 0.41%
345
w
345
N
�
$
vLLJ
16
A
w
w
a-
uo
ou
i;
ti
to
25+00 25+50 26+00 26+50 27+D0 27+50
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN
30+00
a
ou z
r
ATTENTION CONTRACTORS
a g
3.
A
EXISTING
x 5
Ti. City of IicanwnM1 to M..— and .—A. or N•
\M425
GRADE
r� W
at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
�mF
[phone] at least Mento four hours prior to beginning any
�Qyi V1
('
355
it
w° im��
355
FAILURE to notify both City Departments in advance of
2>
1tlx6' RCB...
w
�NKZ
=o a
•�,
(—
350
Me
U car 2 ? ? EXISTING 21 1
350
Penni0ed Piens on Job site, or any other Violation of City of
.. .. ,.� GRADE
Raleigh Standards will result in a Fine and Possible Exclusion
EXISTING
O
GRADE
h
r$
a?
U D
25 LF OF
32 LF
350
24- RCP 0..121
OF 18" RCP h
345
345
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
39 L
Q
2� OF 15" RCP
LU
W
30+00
28+00 28+50
_
ATTENTION CONTRACTORS
a g
3.
A
m
a
x 5
Ti. City of IicanwnM1 to M..— and .—A. or N•
\M425
z
r� W
at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
"j. w.ic •alar •ytam o. a— on MM plan. Th. matwlal and
co —oan metnaa etre r.r tni• P"j- .nap aonrarm to N•
Mmdord. and qnc( alwn..1 a,a 0Ya NMI Uentlaa Handbo.A.
[phone] at least Mento four hours prior to beginning any
�Qyi V1
('
355
��
w° im��
355
FAILURE to notify both City Departments in advance of
z0
� QNrc i 3
w
_<�»>
=o a
•�,
(—
Me
U car 2 ? ? EXISTING 21 1
z _
Penni0ed Piens on Job site, or any other Violation of City of
.. .. ,.� GRADE
Raleigh Standards will result in a Fine and Possible Exclusion
EXISTING
O
GRADE
h
a?
U D
3501
32 LF
350
OF 18" RCP h
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
39 L
Q
2� OF 15" RCP
7�1
0.51%
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
345
345
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
FOR CLARITY.
8 LF
(n
OF 1B" RCP
8" 8 DIP WATER
@ 0.59%
MAIN
z
CONCRETE
12" DIP
SHOWN AS DASHED.
COLLAR
SANITARY
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
Q I
SEWER MAIN
340
CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF
LL
340
0
W
0
0
28+00 28+50
Public
ATTENTION CONTRACTORS
a g
Water Distribution / Extension System
L a
0
x 5
Ti. City of IicanwnM1 to M..— and .—A. or N•
water, sewer andlor reuse as approved in these plans is
reeponmhIs for contectino the ENGINEERING SERVICES
r� W
at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
"j. w.ic •alar •ytam o. a— on MM plan. Th. matwlal and
co —oan metnaa etre r.r tni• P"j- .nap aonrarm to N•
Mmdord. and qnc( alwn..1 a,a 0Ya NMI Uentlaa Handbo.A.
[phone] at least Mento four hours prior to beginning any
�Qyi V1
('
d .5
of their construction.
z
FAILURE to notify both City Departments in advance of
Nie, usi Dew— Fwmlt t
w
IMAar'¢atim W remM,cl
fines, and require reinstallation of any water or sewer facilities
not inspected as a result of this notification failure.
•�,
(—
Me
z _
Penni0ed Piens on Job site, or any other Violation of City of
L) U
Raleigh Standards will result in a Fine and Possible Exclusion
z
w.�l2A.n W
ATTENTION CONTRACTORS
a g
L a
0
The Construction Contractor responsible for the extension of
r` m
^'
water, sewer andlor reuse as approved in these plans is
reeponmhIs for contectino the ENGINEERING SERVICES
= i
Y owy m w
at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
H i
[phone] at least Mento four hours prior to beginning any
w
d .5
of their construction.
FAILURE to notify both City Departments in advance of
beginning Construction, will result In the Issuance of monetary
fines, and require reinstallation of any water or sewer facilities
not inspected as a result of this notification failure.
FAILURE to call forInspection, Install a Downstro m Plug have
Penni0ed Piens on Job site, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion
from future work In Nre City of Rab/gh
N
1. SEE SHEETS C15-ClS SANITARY SEWER PUN/PROFILE SHEETS FOR
j
SANITARY SEWER DESIGN INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
W'
Q
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
7�1
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
W V l
/� rr�� Q
�l
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
FOR CLARITY.
Q I
(n
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
z
SHOWN AS DASHED.
NO
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
Q I
O
CULVERT ALIGNMENTS SWILL BE 4". THE ACCEPTABLE RANGE OF
LL
w
SEPARATION IS 2" TO 6". ALSO SEE STRUCTURAL. DETAILS SHEETS
Q
J
S1—S4.
`—
6. SEE SHEER C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER
=
N
DESIGN INFORMATION.
W
z�
Z
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�
vLLJ
cn
z�LLw
a-
0
0 w
O
VERTICAL SCALE
O
_
2 0 1 2 4
13!�
O
Q_
C4
1 INCH = 2 FEET
HORIZONTAL SCALE
DATE., JUN 2017
DRAWN BY:
JEW
20 0 10 20 40
I INCH = 20 FELT
CHECKED BY:
PLC
REVISIONS
NO.
DATE
FOR REVIEW ONLY Kn9wwhat%belOYY.
oonor—FOROD—UcnoN Callbeforeyaeag
SCALE
INFRASTRUCTURE CONQy6L
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "_Z'
V
All Construction mast ha in—rdancs with MI Local. stat..
H
Federal Il sad Regulation.
GARoi
PROJECT
TRANSPORTATION FIELD SERNCES
``��QtN
50079707
"Z0,bYrjStSlQ?7!. PUBLIC UTIUTIES
A
SEAL r; STORM WATER
�9 .• D42236 z� PUNNING
11414%
C12.2
FIRE
9'LN�I
'+9
URBAN FORESTRY
OF

I
I
I /
I
I
i 1
I
I
NOW' OR FORMERLY
ELWIN R. THIBAULT
26 LF OF 15" RCI
AND WIFE
STANLEY BOGANEY -
MELISSA R. THIBAUL'i
14 LF0
DS7929 PC 258
FINISHED
BM 1960M15004 '
15"RCP @3.60
PIN 07937549
3731 SWIFT DR.
I
I
I
I
CURB AND GUTTER.
I
SEE DETAIL 6/D11 '
CB -6
Now OR FORMERLY
l
BRENT DWAYNE ELLER
345
AND WIFE
it
ELIZABETH SHELTON ELLER
345
OB 5236 PG 51
BM 1959 PC 176 -
15 R
PIN 0783751315
A m
3727 SWIFT DR.
I
_
I
CONCRETE SIDEWALK (TVP)
<
SEE DETAIL 2/012
GRAVEL DRIVEWAY MATCH LINE
omrc
AND GRADE OF EXtSTM DRIVE
335
SEE DETAIL 3/012
6" 0 DIP WATER
35.00
26 LF OF 15" RCI
FINISHED GRADE
STANLEY BOGANEY -
14 LF0
..EXISTING
FINISHED
SEE.
15"RCP @3.60
r GRADE
345
340
12x5 RCB
3:
340
345
m�
345
340
��'
n � J
345
np
m¢i>
15 R
A m
340
_
W
<
340
335
omrc
i
yTTI Tn
335
340
6" 0 DIP WATER
r
DFep
wu
MAIN
V0DIP
335
12'0 DIP
zz
mQ
335
*y�
WATER
OM R1E
—
SEWER MAN
35.00
45+D0
TIE 15' RCP TO RCB W/ WATERTIGHT GROUT
SEALED CONNECTION (TYP). SEE DETAIL 2/S1
1 /
6' DIP
WATERMAIN
G. "I �74 NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE
1P OF
"X DI -7 THE MARY C. LEVINGS
o ces r, I 1. REVOCABLE TRUST
8661 PC 276
7gf BY 179 P6 160
PIN 6 SWIFT
I 3726 SW1Ff DR, /
N S� H /
I I j 45+00 RGI 45+15
I
/ .TIE 15' RCP TO RCB W/
WATERTIGHT GROUT SEALED
CONNECTION SEE
6' DIP DETAL 2/S7).
26 LF OF 15" RCI
EXISTING GRADE
STANLEY BOGANEY -
14 LF0
CURB
FINISHED
SEE.
15"RCP @3.60
GRADE
345
340
GRADE
3:
340
340
m�
340
340
��'
n � J
345
np
m¢i>
A m
�\
_
W
12'x5' RCB
vii
335
i
yTTI Tn
335
340
lL
r
DFep
wu
335
45+D0
TIE 15' RCP TO RCB W/ WATERTIGHT GROUT
SEALED CONNECTION (TYP). SEE DETAIL 2/S1
1 /
6' DIP
WATERMAIN
G. "I �74 NOW OR FORMERLY
MARY C. LEVINGS, TRUSTEE
1P OF
"X DI -7 THE MARY C. LEVINGS
o ces r, I 1. REVOCABLE TRUST
8661 PC 276
7gf BY 179 P6 160
PIN 6 SWIFT
I 3726 SW1Ff DR, /
N S� H /
I I j 45+00 RGI 45+15
I
/ .TIE 15' RCP TO RCB W/
WATERTIGHT GROUT SEALED
CONNECTION SEE
6' DIP DETAL 2/S7).
40+00
J -
DI -10
50-00
/
NOW OR FORMERLY
FERNANDO H"...MAGALLA
DB 15815 'P9 264a
BM 1968 PC 1d/
PIN 6783752310
3723 Sin" OR. .
GRAVEL DRIVEWAY
Z14ATCH UNE AND.
GRADE OF EXISTING
DRIVE (TYP) SEE
DETAIL 3/012
6' DIP
WATERMAIN
ASPHALT PAVEMENT
SIDEWALK
26 LF OF 15" RCI
0.51%
STANLEY BOGANEY -
DB 18945 PC 2664
CURB
FINISHED
SEE.
LF
1'5CI
GRADE
345
340
GRADE
i
w f
340
340
345
340
340
��'
15" RCP @ 0.96% 2 . _.
345
E
A m
24' RCP 0 19.63%
_
W
pQ
vii
340
i
yTTI Tn
m
�5 m
',mif'y'
340
r
DFep
wu
335
V0DIP
12'0 DIP
zz
mQ
O
*y�
WATER
OM R1E
—
SEWER MAN
n 0
re
MAN r r
n p
333
SANITARY
DFs
�w �^
W wLL
CMN
llz0000
M2
pl-)
335
to
335
12"
SANITARYE
DIP
SEW
MAINN
333
333
1.110
w
40+00
J -
DI -10
50-00
/
NOW OR FORMERLY
FERNANDO H"...MAGALLA
DB 15815 'P9 264a
BM 1968 PC 1d/
PIN 6783752310
3723 Sin" OR. .
GRAVEL DRIVEWAY
Z14ATCH UNE AND.
GRADE OF EXISTING
DRIVE (TYP) SEE
DETAIL 3/012
6' DIP
WATERMAIN
ASPHALT PAVEMENT
SIDEWALK
NOW OR FORMERLY
KIMBERLY CURRY—EVANS
SEE
STANLEY BOGANEY -
DB 18945 PC 2664
CURB
AIR 1960 PD 150
PIN 018375220
SEE.
3719 :SWIFT DR.
GRADE
NOTES:
1. SEE SHEETS C15—C18 SANITARY SEWER PIAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE. SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY. ,
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING B• X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7, SEE SHEETS C19—C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
345
INFRASTRUCTURE CONSTRUCTION PLAN A
FINISHED GRACE1R
345
NI ConaWAion must Nin..rdantt rh III Local, State. Ind
EXISTING
FWeral Rule. and Re9ulllione
345
GRADE
345
340
PUBUU nUTIO
i
w f
340
340
GRADE
RADE
340
340
FIRE
15" RCP @ 0.96% 2 . _.
340
6 LF OF
A m
24' RCP 0 19.63%
zzp 6"O DIP
_
12'x5' RCB
r E > >> WATER MAIN 12'x5' RCB
335
m K===
335
DFep
wu
335
w
12'0 DIP
zz
mQ
O
335
SANITARY
OM R1E
—
SEWER MAN
3331
333
SANITARY
DFs
�w �^
W wLL
50.00
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDNIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21—C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1—EC6 FOR GRADING AND EROSION CONTROL PLAN
15 -
Knew what's below.
Call before you dig
The ConstruGion Contractor responsible for the ertension of Water, sewer
and/or reuse, as approved in these plans, is responsible for Cents Cfinp the
ENGINEERING SERVICES at [phone], and me PUBLIC
UTILITIES GEPARTMENT at (919) 9864540 at least Twenty Tour hours
prior to beginning any of Meir cunsbuclicm
FAILURE to notify both City Departments in advance of beginning
Conawction, will result in the issuance of monetary fines, and require
installation of any water or sewer fa.libes not inspected as a result of
this notification failure.
FAILURE to tall for Inspection, Install a Downstream Plug, have
PCm feed Plans on Job site, or any other Violation of City of Raleigh
Standards Will result in a Fine and Possible Exclusion from future work in
the City of Ra/eIii
CONCRETE DRIVEWAY
MATCH UNE AND GRADE
OF EXISTING DRIVE (TYP).
SEE DETAIL 3/D12
NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN—GUEDIRA
DB 11547 PC 2070
BM 1995 PC 204
PIN 0]837525aa
3722 SWIFT OR.
— 6" DIP
WATERMAN
i
TIE CURB AND GUTTER
INTO EXISTING CURB AND
GUTTER. MATCH EXISTING
LINE AND GRADE.
r � Ed
i
&10 END OF PAAVV{{NG.
MATCH EXIS'l1KG
GIVE AND GRADE
TIE�24' RCP TO RCB W/
WATERTIGHT GROUT SEALED
CONNECTION (TVP). SEE
DETa
60+•00
L 2/S1
INFRASTRUCTURE CONSTRUCTION PLAN A
\C&10 to
CITY OF RALDGH — PLANS AUTHORIZED FOR CONSTRUCTION
NI ConaWAion must Nin..rdantt rh III Local, State. Ind
FINISHED GRADE
FWeral Rule. and Re9ulllione
345
�5
345
=�QbY�CSt S/(f�7'Ir'%i
PUBUU nUTIO
GRADE
STORM WATER
340
GRADE
RADE
340
340
FIRE
15" RCP @ 0.96% 2 . _.
340
6 LF OF
A m
24' RCP 0 19.63%
_
12'x5' RCB
335
335
'
fru
wu
w
335
60+•00
L 2/S1
INFRASTRUCTURE CONSTRUCTION PLAN A
DO NOT Vea PDR masmpcnoN
CITY OF RALDGH — PLANS AUTHORIZED FOR CONSTRUCTION
NI ConaWAion must Nin..rdantt rh III Local, State. Ind
FINISHED GRADE
FWeral Rule. and Re9ulllione
EXISTING
TRANsPON FIELD SERVICES
=�QbY�CSt S/(f�7'Ir'%i
PUBUU nUTIO
GRADE
STORM WATER
340
1
340
FIRE
15" RCP @ 0.96% 2 . _.
URBAN FORESTRY
w
= 6'0 DIP
A m
� WATER MAN.
_
'
12x5' RCB
335
zz
mQ
O
335
OM R1E
—
IT O DIP
SANITARY
DFs
SEWER MAIN
332
332
to
Public
Water Distribution / Extension System
Th. City of Rsi -cats to IN conneoaan Ind eatena.n of the
conauuat lion m.uoa uwd - th. Protectthi—PlIn
mmrm .thlw.nd
.tondorda 1n4 epeci6catione If the CitYI P.M. UNI6® Handbook.
CRY If -'i,
Pu6kc 11tti Dmo—. P.— /
ANhorbalion G cane6v+i
OCG
Public
Sewer Collection / Extension System
the City of Rolei9h conamte to the o ..tlIn and 11—of the
Clty'e PWI'c ae.e aWtem all strewn an Mia Plan. The matwle ane
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CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
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HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
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AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
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AT ALL TIMES
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NOTES
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N0. I DATE
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NOW OR FORMERLY U z
NOW OR FORMERLY BB 6661 PG 276
PATRICIA N. HYMAN ew loco Pc t12 - z
NOW OR FORMERLY DB 269] PO 354 BYRON BAIRD PIN 0763751]62 ` W
IP ARNOLDUS A. VERHOENEN BM 1959 PD 176 WARREN BAIRD 3726 SWIFT DR
PIN 0763659769 DB 15226 PG 1059
c i 4i� AND WIFE 3734 SWIFT DR. BM 1964 PD 227
ROSEMARIE VERHOENEN PIN 0763750766
_.
% 12559 PPG 176 3730 swlR DR.
O
X7636ON D Q
�d
. ,lt] vlN6vlEw DR � U
' o
_ - SILT FENCE.
BOC: 363.61
NOW OR FORMERLY I
RAYMOND & FLORENCE VICKERYDO 37M PC 165
8M 1
>9 a PD 176 CATCH BASIN INLET g $ R g
PIN: 07SX56647 PROTECTION (TYP). SEE 100 YEAR i d
o _
PIN -EW DR. \ FLOODPWN, TMP.
a•e n
\\\ EROSION CONTROL P
ETAILS.�gwmw
347.0
DROP INLET PROTECTION - �j C 00, PC $ w T
(TYP)• ! T \` ZONE 2 BUFFER I
w 1 IP TOP WALL: 352.07 It9.36 ZONE 1 BUFFER ) IP
TOP OF, 351.00
00
TOP OF SEGMENTAL WAL11L:3/50.j� DDS S
\ 350.29_.-
__ 00 J_
baN'
BOC: 363.50 _ _T-_- - - N
SS
TOP OF WALL: 352.79 IP 2:1 SIDE SLOPES W
SS SF F
TOP OF WALL: 350.00 �� )-SS-- SF W V I
_..
_7 � Q
I / . TOP OF ALL: 352 a
i PA Z Q
% O J
Elf
sF
TOP OF 4 _
WALL 352.79 \ - - { _ SF LOD LOD ~
NOW OR FORMERLY z w
TOP OF WALL 350,01 O LOD LOD U �I T � O
� 1
.79 - - - - - - L'I" I
DELNA R. MILLS TOP OF WALL: (n =
C _ _ _ - - - TOP OF WALL. 346.77 u z Q_
'- De -9w4 -2,"0, F
BM loop PG 18a' ---- - T J
PIN 076365;76Y 24` RCP r t TREE PROTECTION. TOP OF WALL: 346.77 z O � O
'1422 InNl ItW DR O 0.5E IP^ `� a (TVP). TOP OF WALE: 346.77 N Q > (n O
�
TOP OF WALL: 345.00 w ,til, TOP of WALL: 352-07 � -- W U
-- 2:1 SIDE SLOPES TOP OF WALL: 346.00 Z rj m
SEDIMENT AND EROSION CONTROL LEGEND: I TOP OF WAW 348.00 SLOPTOP OF SEGMENTAL WALL: 346.00 lal W 3
00 YEAR FLOGDPLNN
-COD- ILAWTS OF D511WtBANCE ZONE 1 BUFFER RIPRAP SIZE SEE SHEET CAND R OR GREATER ES 4.1 w G ~ W (n
sr- SILT FENCE DEPTH Q w H Z 0
le CLASS B. 18" THICK La:10' f N N LJ CL I Z z z
ti ZONE 1 O
-�- TREE PROTECTION I BUFFS RESIDENTIAL CONSTRUCTION TOTAL BUFFER O � 0 U
-b`
CONSTRUCTION FENCE ZONE 2 BUFFER NOW DR FORMERLY
ZONE BUFFER ENTRANCE (NP). IMPACTS = 30,184 SF ELWIN R. THIBAULT I W N
DO
ZONE 2 RUFFLE 15' RCP -`q1.0% NOW OR FORMERLY AND WIFE (::)O CD
ZONE 2
SILT FENCE cRAkEL ounEr _. JASON DOSSARY & LISA GOULDIE MELISSA R. THIBAULT 5
L BUFFER
OB 135 PG 1999 DB low PG 256
eM loco Pc Leo IMPACTS = 5,799 SF aw t975 Pc Leo / n
PIN 0763659514 PW 1 Silo -0446 v / N O
RIP RAP \ \ ./ 150t PINEVIEW OR. 3731 SWIFT OR LL
N
/57 STONE
L0
Q FLARED END SECTION ATTENTION CONTRACTORS DATE: JUN 2017
ROLLED EROSION CONTROL
PRODUCT (JUTE MATTING) NOTES' ` The Const -tion Contractor responsible for the extension of
\V Water, sewer and/or reuse, as approved in these plans, is DRAWN BY: DRJ
1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3. responsible for canractirg the ENGINEERING SERVICES at
ROCK PIPE INLET PROTECTION 2 (9191996-2409, and the PUBLIC UTILITIES DEPARTMENT CHECKED BY: PLC
IP (TEMPORARY). LOCATION OF CONSTRUCTION ENTRANCES ARE APPROX at (st 9)996.4540 at least tWa Iy fourhours Conor to beginning
AND ONLY FOR BIDDING PURPOSES. CONTRACTOR SHALL any of theirconstmcoor, PA REVISIONS A VERIFY LOCATION IN THE FIELD
PUMP ARWNO FAILURE to notify both City Departments in advance of
3. TOTAL DISTURBED AREA = 4.10 ACRES. beginning Cons -on, Will result in the issuance of monetary NO. DATE
fines, and require rainstallabon of any water or sewer facilities
QP OI - PROT _1 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. not Inspected as a result of this notification failure
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE FAILURE to wll for Inspection, Instal/ a Downstn7em Plug,
PROTELnON SHEET T2.
P (TEMPINLETORARY) have Parmdt d Plans on Job sde, or any other Violation of City
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5. - at Ralagh Standards Will result in a Fine and Possible
RESIDENTIAL CONSTRUCTION Exdusion from fuwm work in the City, of Raleigh. SCALE ^ ^ E
ENTRANCE (TEMPORARl7 7. ADDITIONAL MEASURES TO CONTROL EROSION AND Knot. whafk belowINFRASTRUCTURE CONSTRUCTION PLAN APPROVAL J1..77
® TIMPORARY WATTLE SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH. Call beare yoM� Cm OF OF PALE" - PLANS AUTHORIZED FOR CONSTRUCTION
® TEMPORARY DRIVEWAY ACCESS
B. NO LAND DISTURBING LIMITS ES SHALL TAKE PLACE NOTFORCONSIRUC710N NI can.tn,aton mwl ad m aaoo.d-d "oArti Loaal, stat.. pact 1 "=20'
OUTSIDE OF PROJECT LIMITS
,tlWal avks ,"e a
9. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE
TRANSPORTATION FIELD SERVICES PROJECT
10. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES CA PUBLIC UTILITIES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING. p ,1ESTr44 �•
NOT ALL MATTING SHOWN. ? `,S E A L ' STORM WATER
20 0 10 20 40 11. ALL GRADED AREAS SHALL BE PROVIDED SEED AND 027121 PLANNING
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT .o R FIRE EC 4.3
MOD. PROCTOR PER ASTM D1557 �. 44CIOLL� l4'
1 INCH - 20 FEET 14
\S URBAN FORESTRY
FA A. K nc

NOW OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
DB 1157 PC 2070
BM 1965 PG 204
PIN 0763752508
3722 5— DR,
I
Loo
NOW OR FORMERLY
BRENT DWAYNE ELLER
AND WIFE
ELIZABETH SHELTON ELLER
OR 5236 PC 51
BM 1959 PG 17fi
PIN 0783751315
_ 3727 _1 DR. .
F F�
LOD
DROP INLET PROTECTION
(TYP)
NON OR FORMERLY
ER
FNANDO H. MAGALLANES
D0 15815 PC 2648
BM 1960 pG 100
PIN 0783752310
3723 SWIFT DR.
U d
rA
w
NOW OR FORMERLY
MM
SEDIMENT AND EROSION
EDWARD JAMES DUNPHY
a
NOW OR FORMERLY
AND WIFE
Cr
GEORGE V. PECCI
JUDITH KAY DUNPHY
AND WIFE
DB 02sz PC 455
JANET T. PECCI
BM 1905 PC 204
— LOD
DB 2002 PC 136
PIN 0793754435
BM 1885 PG 204
3708 SWIFT DR,
—LOD
>r
PIN 070375571
P
,._
3704 SWIF' DR.
w N
}
''y
,t
(TEMPORARY)
100 YEAR
I
zw-
_�
w FLOODPLAIN, TYP.
NOW OR FORMERLY
JW+
= O
TREE PROTECTION.
SEE SHEET D1 FOR
DETAILS (TYP).
I L)
NOW OR FORMERLY
GERALD K. GRAHAM
AND WIFE
RAMONA S. GRAHAM
08 2066 PC 240
BY 1965 PG 204
PIN 07837511
3700 SWIFT DR.
ATTENTION CONTRACTORS
The Const—ton Contractor responsible for the extension of
Water, sewer and/or reuse as approved In these plans, is
responsible for t tactmc the ENGINEERING SERVICES at
(919) 9962409, and the PUBLIC UTILITIES DEPARTMENT
at L 1919964540 at least twenty four hours prior to beginning
any of their construction
FAILURE to nobly both City Departments In advance of
beginning Construction Will result in the issuance of monetary
final, and requ re remstsllaam of any water or sewer facilities
not inspected as a result of this notXlFa6m fa lure
FAILURE to call for Inspection, Install a DoWnsheam Plug,
hove Parretti Plans on Job site, or any other Vroletion of City
of Raleigh Standards will result in a Fine and Possible
Exdusim from hRure work In Me City of Raleigh.
I 1. FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
2. LOCATION OF CONSTRUCTION ENTRANCES ARE ONLY FOR
BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
LOCATION IN THE FIELD
3. TOTAL DISTURBED AREA = 4.10 ACRES.
4. FOR EROSION CONTROL DETAILS, SEE SHEETS DI -D3.
5. FOR UTILITY DESIGN/CONSTRUCTION SEQUENCE, SEE
SHEET T2.
6. FOR TRAFFIC CONTROL, SEE SHEETS TC1-TC5.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND
SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
OF NCDENR- LAND QUALITY OR THE CITY OF RALEIGH.
B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
SEE SHEET EC1
9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE
OUTSIDE OF PROJECT LIMITS
10. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE
11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES
4:1 OR GREATER, UNLESS NOTED TO USE COIR MATTING.
NOT ALL MATTING SHOWN, FOR CLARITY.
12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND
SHALL BE COMPACTED AT A MINIMUM OF 85 PERCENT
u I MOD. PROCTOR PER ASTM D1557
20 0 10 20 40
OW
1 INCH = 20 FEET
Now OR FOR MERLr
MM
SEDIMENT AND EROSION
CONTROL LEGEND:
L�— IF
Cr
IP
i
SCF LOO
STANLEY BOGANEY
— LOD
OB 15945 PC 2864
BM 1960 PG 160
—LOD
>r
I
;
M
P
,._
w N
PIN 0753752295
,t
(TEMPORARY)
I
zw-
_�
TREE PROTECTION
NOW OR FORMERLY
JW+
= O
DEVIN B. KAHLER
I L)
CONS7RUChi FENCE
NOW OR FORMERLY
AND
W a
KENNETH 0. MEDLIN
SUSAN E. KAHLER
� v1 V"
AND WIFE
DB 6779 PG 344
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
JONA P. MEDLIN
BM 1960 PC 166
DB 3766 PC 273
- PIN 1 SWIF74 DR
3711 SWIFT OR.
BM 1960 PC 160
Op
Ol/TLET PR07ECTIDN
PIN 070.7753292
3715 SWIFT DR.
20 0 10 20 40
OW
1 INCH = 20 FEET
Now OR FOR MERLr
SEDIMENT AND EROSION
CONTROL LEGEND:
KIMBERLY CURRY-EVANS
STANLEY BOGANEY
100 YEAR FLOODPLAIN
OB 15945 PC 2864
BM 1960 PG 160
—LOD
>r
LIMITS OF DISTURBANCE/1,,
SIT FENCE
P
ROCK PIPE INLET PROTECTION,
PIN 0753752295
(TEMPORARY)
SWIFT DR.
_�
TREE PROTECTION
CONS7RUChi FENCE
pq
PUMP AROUND
ZONE 1 BUFFER
KnowasWhaPsbe(OYIL
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
— —
ZONE 2 BUFFER
call before you
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
SRT FENCE GRAVEL OUTLET
Op
Ol/TLET PR07ECTIDN
'w C_'_ "AW� *ReyWal'ron ` Stub. "'
b"Fed
NOT FOR CONSTRUC110N
rel Ru
Ip ®
PROTECTION
®
RIP RAP
(i"TEM
TEMPORAR7:
res
TRANSPORTATION FIELD SERVICES
RESIDENTIAL CONSTRUCTION
ENTRANCE
Q�d C A R p
T is,,
PUBLIC UTILITIES
/57 STONE
Z� ,4[[S
,
STORM WATER
®
TEMPORARY WATTLE
S E A L
Q
FLARED ENO SECTION
®
TEMPORARY DrmltW4r AccEss
023121
PLANNING
ROLLED EROSION CONTROL
'1`. F4i16[lI ��%
FSA
FIRE
URBAN FORESTRY
PRODUCT (JUTE MATTING)
A. K�S�
rn
w
U
W
z
w z
o a
w
z
U z
z
w
Q d
� U
0
$�Rqp
I U�o$4
•a
in
PCo�
3
N
W IY
/n �
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/n
Q I Ln Z
z���
Q No CL In
N
U LLJ U =
Z
z O o
a -
o
m 3 W
(/) z w Ln
z ? o
Li > C)
0
n O )
N
DATE: JUN 2017
DRAWN BY: DRJ
CHECKED BY: PLC
REVISIONS
N0. DATE
SCALE
1"=20'
PROJECT
50079797
EC5.3

M
TaT
U
ATTENTION CONTRACTORS
The N O NOW OR FORMERLY waterC, sewer and/or efweoaa epprovlble for the ed in Mese planssi �n of
U DANIEL M. POSEY responsible for contacting Me ENGINEERING SERVICES al Ea.
Z
W N p AND WIFE (919)=2409, and the PUBLIC UTILITIES DEPARTMENT C a'
w a G73
Z w of GAIL B. POSEY aof
99&4540 at least twenty /our hours prior to beginning W
J W � aB 4442 PC 151 any
ny d Meir construction.
U NOW OR FORMERLY 3506 SWIFT DR FAILURE to notify both City Departments In advance of
� 2 En SM 963 PG ;30 z
Qw F RICHARD S. WARR beginning Construction, will result in the issuance of monetary W
2 N fines, and require reinstallation d any Water or sewer facilities
AND WIFE not Inspected as a result d this notincatim failure.
KAREN ROYCE WARR � y
BM 9425 PG 423 PG Oa FAILURE to call for Inspection, Install a Downstream Plug,
PIN 7/9337573 , have PenTejo Stan darns it Jos site, or any abler ssible d City Q d
of Raleigh Standards will result in a Fine and Possible 0' v
ro .1St SWIFT DR. Eaciumbin from future work in the City of Raleigh. [g
1
S NOW OR FORMERLY NOTES. 17 NOS
CHRISTOPHER SHELOW
GABRIELLA G11638 1, FOR CULVERT CONSTRUCTION SEQUENCE, SEE SHEET T3.
m 08 meso PG ELOW
BM 1951 PG 115 0
PIN 0753759105 2. LOCATION.OF CONSTRUCTION ENTRANCES ARE ONLY FOR
" 514 MERWIN DR. BIDDING PURPOSES. CONTRACTOR SHALL COORDINATE
_ LOCATION IN THE FIELD
T 35 3. TOTAL DISTURBED AREA - 4.10 ACRES.
TOP OF BRIDGE WALL: 333.50 m
100 YEAR FLOODPLAIN, TYP, 4. FOR EROSION CONTROL DETAILS, SEE SHEETS D1 -D3. o Z& N a
g �, TOP OF BRIDGE WALL: 333.33 a m w
5. FOR UTILITY DESIGN CONSTRUCTION SEQUENCE, SEE
1j� 7 OF SEGMENTAL WALL 333.33 /
\ T I TREE PROTECTION. SEE {' SHEET T2. w
DOT /--e.-J DETAIL 5/D1 6. FOR TRAFFIC CONTROL, SEE SHEETS 7Ci-TC5. z
BOG: 336.85 335.1 DDT NOW FORMERLY
KIMBERR LY ALLEN 7, ADDITIONAL MEASURES TO CONTROL EROSION AND
CHRISTOPHER ALLEN SEDIMENTATION MAY BE REQUIRED BY REPRESENTATIVES
Q 013 13940 PG 1200
QO BM 1941 PG t m OF NCDENR-LAND QUALITY OR THE CITY OF RALEIGH.
PIN 0783550043
3516 Sw DR. B. FOR EROSION AND SEDIMENT CONSTRUCTION SEQUENCE
IP _ CURB INLET PROTECTION. y� SEE SHEET EC1
SS 0 LV 9. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE Iyg
` OUTSIDE OF PROJECT LIMITS
IP 10. CONCRETE MIXERS SHALL hM BE WASHED OUT ON-SITE
BOC: 3 60 �7 007 11. CONTRACTOR SHALL PROVIDE JUTE MATTING ON SLOPES ` V j
_ \
S.S.
\\ NOT R GRE TER, UNLESS NOTED TO USE COIR MATTING. �W/�
IP ll.: \ Qb7 12. ALL GRADED AREAS SHALL BE PROVIDED SEED AND W [/ 1
\ OP OF BRI TOP OF A TP / / I MOD. PROCTORSHALL BE PERASTM D1D AT A 5MUM OF 85 PERCENT
5 r ^ <
WALL: 33 WAL� 333.00 - / 007 `QJ :E
U). (n z
LOD I I i \ ��•`` Z LL ^ Q
sw� , Q /�^ _ Cv Q
CD
SS O
TOP OF WALL: 336.00
i z
TOP OF WALL: 336.00 ^_� I' i - Bt IP ... ( 1 C14 tJ
TOP WALL: 336.00 ` F 11 f % ! ,. .. W U
TOP OF WALL: 334.00
TOP OF SEGMENTAL WALL: 334.00
TOP OF BRIDGE WALL: 333.00 p u \� O
TOP OF WALL: 334.00 P t ,�.��\ P
TOP OF SEGMENTAL WALL: 334.00. \ 1 _ _ % O ��Y�F11 C] W
NOW OR FORMERLY TOP OF SEGMENTAL NA6LL_333.00
MICHAEL S. CLARK "^�-..,�_\�� a LLi
AND
COURTNEY D.CLARK TOP OF BRIDGE WALL 333.00 OP ~ LLJ (n
D9 13993 PC 1a24 Z
PIN 0793755173
/ Z z
3707 swlFr DR. TOP OF BRIDGE WALL: 333.50 � / � O L'1' -I � C)
\ - _
ILSF W C4
TOP OF BRIDGE WALL: 332.00 O Ur
ST FENCE. (TVP). _
TOP OF SEGMENTAL WALL: 332.00 TOP OF SEGMENTAL WALL 333.00 , O
_ _ _ V I
TOP OF BRIDGE WALL: 332.00 -� n
TOP OF BRIDGE WALL: 333 .00 MAT OR GERATER SILT FENCE GRAVEL
OUTLET. Il CV
� 5
NOW OR FORMERLY 20 O 10 20 40 ` Ln
ROBERT J. HARVEY CHECK DAM.
DB2245 PG 352 MATCH EXISTING GRADE. INST7IL{_
BM 1971 PG 320 SALVAGED COBBLE STONE 12'DATE: JUN 2017
IN 07a375owe f INCH 20 FEET
THICK FOR LAST 20 OF "
3609 SWIFT DR.
DISTURBED STREAM BED WITH
FILTER FABRIC UNDER STONE ZONE t DRAWN BY: DRJ
NOW OR FORMERLY TOTAL BUFFER
JOHN THOMAS PENN NOW OR FORMERLY IMPACTS - 30,184 SF CHECKED BY: PLC
AND WIFE DANIEL CABRAL. TRUSTEE
PATTIE W. PENN ZONE 2 AND REVISIONS
Do35M PG 788 TOTAL BUFFER ANNE LOPEZ CABRAL. TRUSTEE
BM 1974 PG 170 IMPACTS = 5,799 SF AS TENNANTS IN COMMON
PIN 0783747944 OB 5266 PG 109 NO. DATE
.1605 SWIFT DR. BM 1974 PC 170
PIN 078374aa58
' 3603 SWIFT DR.
100 YEARIM
SEDENT AND EROSION CONTROL LEGEND:
-LOD- LIMITS OF DISTURBANCE
-ar SILT FENCE(IP 0% ROCK PIPE INLET PROTECTION
LPeRARh Know what`s be10W.
TREE PROTECTION Callhehrlay dl INFRASTRUCTURE CONSTRUCTION PAN APPROVAI SCALE
-�-
CONSTRUCTION FENCE PA A PUMP AROUND CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
- - - - - ZONE I BUFFER mo
ZONE 2 BUFFER NOTFOR CONSTRUCTION Ax Conatrvr:tion must a in RuleNonce with all Local Sid.. aM
FedWcl Rube aM Reewdiona 1 "=201
SILT FENCE GRAVEL OUTLET QP OURET PROTECTION
PROJECT
TRANSPORTATION FIELD SERVICES
RP RAP IP ® VILE PRorccrron �1N [LssCARp/ PUBLIC UTILITIES 50079797
p rF
/57 STONE RESIDENTIAL CONSTRICTION S E A Ll y' STORM WATER
QFLARED END SECTION ENTRANCE (TEMPORARY) 023121 PLANNING
® TEMPORARY WATTLE -/` ZaFIa[[4 �E� FIRE EC 6.3
ROLLED EROSION CONTROL ® TEMPORARY DRIVEWAY ACCESS F!q K�S� URBAN FORESTRY
PRODUCT (JUTE WAITING)
OF

x\
I S
r-"
INSTALL �11_!F 0,
SiSaT RAIL FENCE
COIR MATTING (TYP).
SEE DETAIL 1/02
- - STMT RIPRAP
STA. 10+23
NOW OR FORMERLY
DELNA R. MILLS
DB 2094 PG 705
BM 19W PC 160
PIN 07&3656794
1422 PME`AEW OR.
to oa �•'
t SEE . C12`N«Qpww OR FORMERLY NOW OR FORMERLY
EM NOW' OR F1iRMERLr _.
FOR PNWVDP- ARNOLDDS A. VERHOENEN \ PATRICIA N. HYMAN \ BYRON BAIRD
AND WIFE DB 2997 PG 334 WARREN BAIRD
$IbIMIM M OElION eM 7959 ►c 179
aP° ROSEMARIE VERHOENEN PIN 0753659759 I 19229 PG toss
•9ti 964 PC 227
SIDEWALK ACCESS DO 1670 PG BM 1959 PG 139 �\ 3734 Sli DR. \ PIN NA 7070.1750 e6
RAMP. SEE DET76
AIL PIN 079MIN102 3730 SWIFT DR.
r, PQ ON SHEET R1 1417 PINEVIEW DR TEMPORARY CONSTRUCTION EASEMENT
ONCRETE SIDEWALK
CATCH BASIN (TYP). �(TYP). EE DETAIL 2J012
SEE DETAIL 3/D4 r CON RETE DRIVEWAY. MATCH REPLACE 4' CPP AND TIE TO
/ DROP INLET (TIP). UN2 D GRADE OF EXISTING 4' PVC PENETRATE CURB WITH
SEE DETAIL 1/05 DRNESEE -DETAIL 3/012 WATER TIGHT GROUT SEAL T
` CONNECTION. \�
1 DI
w 1 �
1
PERMAtIENT PUBLIC
DRAINAGE EASEMENT _
CUSS 1 RIP RM SEE
_GRADING AND ERQSION_
--CeN RDC PLAN -
SEE STRUCTURAL DETAILS
FOR HEADWALL/WINGWALL
DETAILS (TMP). /
INSTALL 4.7 IF OF
CHNN K FENCE
TEMPO CCOONSTRUCTIpN
i EASEMENT
�(E 24' RCP TO RBC WITH WATER
/TIGHT -GROUT SEALED CONNECTION.
SEE DETAIL 2/S1
350
3451 I T
CLASS 1
RIP RAP I'YP
340
335
334
11.00
PROP (2) 1 ' I
• t.
- - -
DI -2
w
\
DOIIRLE O X
RCB WITH CO
WINGWALIS. SEE
NOTES 7, B AND 9.
CAST IN-P1ACE IS
NOT ALLOWED FOR
THIS DOUBLE RCB
24" RCP CONNECTION
0
i
f
t k fi' RCB Wy wWLE
NC. VIII
@ 1... SLOPE
DS IN 343 62
62
w
ENGINEERED ALL
� SEE N -.-
' CURB AND GUTTER. Eh
TEMPORARY CONSTRUCTION
PERMANENT PRIVATE DRAINAGE
TIE 15' RCP TO RBC WITH I
TIGHT GROUT SEALED CONNEI
SEE DETAIL
ASPHALT
AVEMENT
DI -4
Public
Water Distribution / Extension System
T1,1 City of Ral.lah -ta to di -itiin incl M.nMm of M•
GtY• PRaiic me .yltwn m /lows n M4 iNm. l,a ma 1. t and
con.watim m.Moae vwd f.1 MN Oi ject MM <mlmm io M.
.m.da.a. •�a w«ine.tim• of u. GH. Pvam uame Nmdbmk.
City M R~
NaN UwaaA o.oarMart P«la E
Public
Sewer Collection / Extension System
l,. City of R~ wn..nU to M. 7 -- and .rt.n.bn of tM
Cly PRMic w.w .yrt.w e. a�o.n m Mn Pim 1,. -Anti and
Conrtruclm apM r t bf MN ChyA Mall till-
rtmdarM m0 fp.ciflmtbn• el M. CItY• Pualic Utl t4. Nmdpotl,.
P�wNde u•D--
Aanedmuw m ran.s«t
pee.
U)
W
U
� w
z
z
yo, a
W
z
U Ur
z
w
�a
Q
� U
1jJ NOS~
A. SEE DETAIL 6/D 11 - SEE-PIOTE
1
SWIFT DR- - - .
_ as
- � 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR
ss ss SANITARY SEWER DESIGN INFORMATION. § 0-11,
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY
� : _LI W p
3. N m LL z
as
FOR CLARITY. WAR CONSIDERED IN UYOUT, BUT NOT SHOWN'
't2. „may..... .` gzso• + FLOW
--- ----- 1 .,..
_ � o a
INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
� � .._�•, a � _� _ ..� -`. PROFILE. SKEW
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING
8' X 5' BOX CULVERT.
CLASS 1 RIP RAP
6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
12'x5' RCB WITH CONCRETE -
AND SHALL HAVE LEDGESTONE PATTERN. THEY SWILL BE DESIGNED
_ BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
WINGWALLS7AT-ATl - SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND
/ - - - -COB-MATTI (!Yip SEE NOTES 8 AND 9. S PBMIT AI_ SEE WALL ALIGNMENTS SHEETS RFOR8.
FINISHED GRADE
ENGINEERED WALL
SEE NOTE 6 -
EL 342.9
MATCH RIP RAP TO
CULVERT INVERT
4.2'
7 31'
344
PLUNGE
POOL
342.00 342 00
NCDOTSTONE
BEDDING (TY'P) GEOTEXTILE I
SEE NOTES 7 & e TYPE 2 (TYP.I
SEE DETAIL 1/02 GRAVEL DRIVEWAY, MATCH LINEI
7.
THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
PERMAtIENT PUBLIC
DRAINAGE EASEMENT _
CUSS 1 RIP RM SEE
_GRADING AND ERQSION_
--CeN RDC PLAN -
SEE STRUCTURAL DETAILS
FOR HEADWALL/WINGWALL
DETAILS (TMP). /
INSTALL 4.7 IF OF
CHNN K FENCE
TEMPO CCOONSTRUCTIpN
i EASEMENT
�(E 24' RCP TO RBC WITH WATER
/TIGHT -GROUT SEALED CONNECTION.
SEE DETAIL 2/S1
350
3451 I T
CLASS 1
RIP RAP I'YP
340
335
334
11.00
PROP (2) 1 ' I
• t.
- - -
DI -2
w
\
DOIIRLE O X
RCB WITH CO
WINGWALIS. SEE
NOTES 7, B AND 9.
CAST IN-P1ACE IS
NOT ALLOWED FOR
THIS DOUBLE RCB
24" RCP CONNECTION
0
i
f
t k fi' RCB Wy wWLE
NC. VIII
@ 1... SLOPE
DS IN 343 62
62
w
ENGINEERED ALL
� SEE N -.-
' CURB AND GUTTER. Eh
TEMPORARY CONSTRUCTION
PERMANENT PRIVATE DRAINAGE
TIE 15' RCP TO RBC WITH I
TIGHT GROUT SEALED CONNEI
SEE DETAIL
ASPHALT
AVEMENT
DI -4
Public
Water Distribution / Extension System
T1,1 City of Ral.lah -ta to di -itiin incl M.nMm of M•
GtY• PRaiic me .yltwn m /lows n M4 iNm. l,a ma 1. t and
con.watim m.Moae vwd f.1 MN Oi ject MM <mlmm io M.
.m.da.a. •�a w«ine.tim• of u. GH. Pvam uame Nmdbmk.
City M R~
NaN UwaaA o.oarMart P«la E
Public
Sewer Collection / Extension System
l,. City of R~ wn..nU to M. 7 -- and .rt.n.bn of tM
Cly PRMic w.w .yrt.w e. a�o.n m Mn Pim 1,. -Anti and
Conrtruclm apM r t bf MN ChyA Mall till-
rtmdarM m0 fp.ciflmtbn• el M. CItY• Pualic Utl t4. Nmdpotl,.
P�wNde u•D--
Aanedmuw m ran.s«t
pee.
U)
W
U
� w
z
z
yo, a
W
z
U Ur
z
w
�a
Q
� U
1jJ NOS~
A. SEE DETAIL 6/D 11 - SEE-PIOTE
1
SWIFT DR- - - .
_ as
- � 1. SEE SHEETS C15-ClS SANITARY SEWER PLAN/PROFILE SHEETS FOR
ss ss SANITARY SEWER DESIGN INFORMATION. § 0-11,
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY
� : _LI W p
3. N m LL z
as
FOR CLARITY. WAR CONSIDERED IN UYOUT, BUT NOT SHOWN'
't2. „may..... .` gzso• + FLOW
--- ----- 1 .,..
_ � o a
INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
� � .._�•, a � _� _ ..� -`. PROFILE. SKEW
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
SHOWN AS DASHED.
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING
8' X 5' BOX CULVERT.
CLASS 1 RIP RAP
6. ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL
12'x5' RCB WITH CONCRETE -
AND SHALL HAVE LEDGESTONE PATTERN. THEY SWILL BE DESIGNED
_ BY AN NC PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE
WINGWALLS7AT-ATl - SUBMITTED TO THE CITY PROJECT MANAGER FOR REVIEW AND
/ - - - -COB-MATTI (!Yip SEE NOTES 8 AND 9. S PBMIT AI_ SEE WALL ALIGNMENTS SHEETS RFOR8.
FINISHED GRADE
ENGINEERED WALL
SEE NOTE 6 -
EL 342.9
MATCH RIP RAP TO
CULVERT INVERT
4.2'
7 31'
344
PLUNGE
POOL
342.00 342 00
NCDOTSTONE
BEDDING (TY'P) GEOTEXTILE I
SEE NOTES 7 & e TYPE 2 (TYP.I
SEE DETAIL 1/02 GRAVEL DRIVEWAY, MATCH LINEI
7.
THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
N
PERMANENT PUBLIC
AND GRADE OF EXISTING DRIVE.
'•'s'•'• ri _4
•.t f 12.j
• 1 5 RCB @ 0.fl7%
I
T TR P NPPROVALSCALE
-2' V
i "-
1,•=20' H
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All ConMruclion must w in mu wit, all Local. slaw. ark
r.d.ral RIt,ARNa ark R.golatiorw
DRAINAGE EASEMENT
PERMANENT UTILITY
_SEE DETAN "3/012 (TYP) I
CULVERT ALIGNMENTS SHALL BE 4'. THE ACCEPTABLE RANGE OF
2' ETS
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEE
W
O
PROJECT
50079707
MAINN/24"0
ENCA
1
S1 -S4.
W
"" II
n
8.
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE
Ir
I
CULVERT BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57
`l
m
.
Now OR FORMERLY
C9. 3
STONE FOR BEDDING
Q =
0)
W
W
W
ELWIN R. THIBAULT
I
W
9.
FOR THOSE EBOX CULVERT WITH BEDROCK THE
�1
W
URBAN FORESTRY
END OF PAVING MATCH NOW OR FORMERLY
AND WIFE
I MELISSA R. THIBAULT
PROPOSED CULULVERTRT BOTTOM ELEVATION, ACHIEVE A CONSISTENT STENT
O
L._L
T,
N
EXISTING LINE AND GRADE. JASON DOSSARY k LISA GOULDIE
1 DB 7629 PG 255
I
TOP OF ROCK GRADE THAT IS A MINIMUM OF 6' BELOW THE
Q
O
SEE DETAIL 3/D11 DB 13577 PG 1999
BM 1960 PO 16O
PIN 0763750446
CULVERT BOTTOM AND PROVIDE A MINIMUM OF 6' OF NCDOT /57
ry
O
Bad 1960 PD 199
PIN 0763659514
I 3731 SWIFT DR. Krnfw.,w.ii below.
ONEFOR BEDDING
LL
ILo
J
1501 PINLMEW DR.
Call befog you dig
10.
ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT
ATTENTION CONTRACTORS
SHALL BE IN A CASING PIPE AND ENCAPSULATED IN RUBBER
�-
O
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS VEHICLE PARKING
PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF
THE CULVERT.
= U
N
AND PEDESTRIAN ACCESS AT ALL TIMES.
The Conshuchon Conheetor responsible for the extension of water, sewer and/or reuse, as approved in these pians, is
L1J
g
a
responsible for cornac-6 the ENGINEERING SERVICES at (9191996-2409, and the PUBLIC U7ILRIES
11.
SEE SHEETS CI 9-C21 WATER PLAN/PROFILE SHEETS FOR WATER
�l
(7)
CONTRACTOR SHALL PROVIDE TEMPORARY AWL BOX KIOSKS FOR HOMEOWNER
DEPARTMENT at [phone] at least twenty four hours poor to beginning any of their Construction.
DESIGN INFORMATION.
�
USE AT THE LOCATIONS DETERMINED BY THE CITY PROJECT MANAGER AND
SHALL PROVIDE ACCESS TO THE KIOSKS AT ALL TIMES
Construction, In the issuance
U
j
FAILURE to notify both City Departments in advance of beginning will result of monetary
tinea, and require reinstallation of any water or sewer facilities not Inspected as a reault of this notlficetion failure.
Q
z
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL PROPERTY OWNERS
Cx
WHOSE TRASH/RECYCLING SERVICE IS DISRUPTED DURING WORK
FAILURE to Call for Inspection, Install a Downstream Plug, have Permitted Plans on Job site, or any other Violation of
O
City of R~ Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh.
r'Y�'1
m
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT GEOMETRY AND
350
W_
W
SHEETS EC1-EC3 FOR GRADING AND EROSION CONTROL PN.
U
7s
o
~
~
12'X 5'RCB All CONIC. WINGWALLS
O
`px>`<H CAR/p/iii
(/�
"' z
_
Ln
_ -
-i
ENGINEERED WALL
SEE NOTE 6
@0.77%SLOPE
US INV= 336.84
y
�OP,F�yrylfdliyi�
?7J 7 L
z W
z
DS INV= 336.26
w
= n SEAL r-•
Q-
�-
SEE NOTES 7 6 B
n
mm
�$. 042238 Zc
U :5
00
� �
�••� ��•N
� W
15' RCP CONNECTION
�'P.GIf{F. ,LAG@�
FINISHED GRADE
xQ
\
4S' 2'
43'F
`�
345
Lv
EXISTING GRADE
�
GABION MATTRESS
I
I
EL 338.84
VERTICAL SCALE
PLUNGE
MATCH RIP RAP
DATE., JUN
2017
POOL I
TO CULVERT
I
--
2 0 1 2 4
`.. 3,1260
INVERT.-_
I I I
DRAWN BY.
JEW
o 342.00 342.00
1 INCH = 2 FEET
_
CHECKED BY..
PLC
_ E -.`
I
HORIZONTAL SCALE
REVISIONS
340
20 0 10 20 40
N0.
DATE
RETE
CRADLE
DIPANITARYSEWER
\�Wi
1 INCH = 20 FEET
W/.ifi'05TEELFOR
REVIEW ONLYCASEMENT
PIPE
m am use FOR CONSTRI-It
- B' DIP WATER MAIN
CLASS 1
ENCASEM EN
RIP RAP (TMP)
,-
'•'s'•'• ri _4
•.t f 12.j
• 1 5 RCB @ 0.fl7%
I
T TR P NPPROVALSCALE
-2' V
i "-
1,•=20' H
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
All ConMruclion must w in mu wit, all Local. slaw. ark
r.d.ral RIt,ARNa ark R.golatiorw
TRANSPORTATION FIELD SERVICES
PUBLIC URUTIES
STORM WATER
PROJECT
50079707
MAINN/24"0
ENCA
STEEL fi DIP WATER
5EMENT PIPE WIN
o
m
n
Ir
m
.
PUNNING
C9. 3
FIRE
W
W
W
W
W
W
W W
W
URBAN FORESTRY

MARY C. LEVING51 STEE
OF
THE MARY C. LEVING
H REVOCABLE TRUST
aB 6651 PG 2'76
BM 1960 PG .11111
PIN 0763791762
3726 SWIFT OR v \
D
I
-
8
— nv
15.00
h6w OR FORMERLY
MOHAMMED GUEDIRA
AND WIFE
GINA BROWN-GUEDIRA
TIE CURBSTOUTTE1i
INTO IXI URB AND
GUTTER.EX{ST
GRAR
..
17.00
LINE AND
a11547 070
m ION PPC 204
PIN 07SWFT
—
\---. .... .... .$F.E LIFT..- _...>•..
-
3722 S1V1:T OR.
OR.
� X90
CB -8/
GRAVEL DRIVEWAY
\
O
_ _
s'r
\
iIND.
+
REPLACE 70 LF
SM 1965 PG 204
PIN a7W7S54/1 DRO)} INLET (TYP).
PERMANENT PRIVATE DRAINAGE EASEMENT
L
OF EXISTING
8'x5' RCB _
\
�
r
fi OC 16*50
17.00
_
4 b 6' DIP
1 ROP. 12' x 5' RCB
�....
—
\---. .... .... .$F.E LIFT..- _...>•..
-
..._ ,
6' DIP
6' DIP
WATERMAIN �1
END OF pp��VING, Now OR FORMERLY
VI
EX11NO EDWARD JAMES DUNPHYI
LINE AND GRIOE AND WIFE
JUDITH KAY DUNPHY
\ \ PERMANENT PUBLIC De 8252 PC 655
DRAINAGE EASEMENT BM 1965 PG 204 I
PIN 0793754435
06-+ al 3706 SWIET.OR.
\ TIE EXISTING 4'x4' RCB TO 12'x5'
RBC W/ 22 LF PROPOSED 4'x4' RBC.
CONNECTIONS SHALL BE WATER TIGHT
^ _ GROUT SEALED. SEE DETAIL 2/S1
CB -10
SWIFT DR \ca12
60' P11N1C R/W 7
SS
CATCH BASIN OYP). -
SEE DETAIL 3/D4
CB -5
�
a
DI9.-
4 b 6' DIP
a
C
WATERMAIN
AND WIFE I
I
� X90
CB -8/
GRAVEL DRIVEWAY
ENT PUBLIC I
!
_ _
s'r
I
iIND.
EXISTINGGRADE OF
Rf
_
I
SM 1965 PG 204
PIN a7W7S54/1 DRO)} INLET (TYP).
I
DI -10
I NOW OR FORMERLY
F
BRENT DWAYNE ELLER I
D
DETAIL 3/012
AND WIFE
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES
ELIZABETH VELTON ELLER
STANLEY BOGANEY
DB 5236 PG. 51
I
FERNANDO H. MAGALLANES
6M'1959, PG 179
PIN 0783751315
1960 PO 160
PIN 0783782296
3727 SWIFT DR.
I I
6' DIP
6' DIP
WATERMAIN �1
END OF pp��VING, Now OR FORMERLY
VI
EX11NO EDWARD JAMES DUNPHYI
LINE AND GRIOE AND WIFE
JUDITH KAY DUNPHY
\ \ PERMANENT PUBLIC De 8252 PC 655
DRAINAGE EASEMENT BM 1965 PG 204 I
PIN 0793754435
06-+ al 3706 SWIET.OR.
\ TIE EXISTING 4'x4' RCB TO 12'x5'
RBC W/ 22 LF PROPOSED 4'x4' RBC.
CONNECTIONS SHALL BE WATER TIGHT
^ _ GROUT SEALED. SEE DETAIL 2/S1
CB -10
SWIFT DR \ca12
60' P11N1C R/W 7
SS
CATCH BASIN OYP). -
SEE DETAIL 3/D4
Now OR FaRiloMst TEMPORARY CO�[RUCTION
EASEMENT I
W
C-)
�
a
DI9.-
6f
a
C
W
AND WIFE I
I
� X90
p;
GRAVEL DRIVEWAY
III I
!
MATCH UNE AND
I
.Z.
U•
W
EXISTINGGRADE OF
SM 1965 PG 204
PIN a7W7S54/1 DRO)} INLET (TYP).
DkW 'CiYP) E
F
1
I I
D
DETAIL 3/012
NOW OR FORMERLY
KIMBERLY CURRY-EVANS
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES
NOW OR FORMERLY
STANLEY BOGANEY
— —
FERNANDO H. MAGALLANES
DB 15948 PC 25664
DB 15815 PG 2646BM
BM 1980 PO 180
1960 PO 160
PIN 0783782296
_
FN 078J782J 10
I 3719 SWIFT DR.
LI I
a^
3721 SWIFT DR.
.
Now OR FaRiloMst TEMPORARY CO�[RUCTION
EASEMENT I
W
C-)
�
a
GEORGE V.. PECI
W
a
C
W
AND WIFE I
Z
O
p;
JANET T. PECCI
W
W
1.
SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
DB 2052 PG 136
I
.Z.
U•
W
SM 1965 PG 204
PIN a7W7S54/1 DRO)} INLET (TYP).
od
U
NUP
0
3704 SWIFT 'DR. SEE bbbETAIL 1/115
2.
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES
DI -13
1965
— —
20' DRAINAGE EASEMENIT-BM 2 -LG -
E E
--PROP.
RCP
— —
_
I15"
N
z
3.
19 00 9 �-
_ 1
\
F.
O
12'x5' TO' 13'x5'
15" RCP CONNECTION
14.
PROTECT EXISTING CONNECTION
Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION.
n�
LL
GAS SERMCE.
6S �
COORDINATE WITH '
w\
UJ
— 85
W
C-)
�
a
�
W
a
C
W
Z
O
p;
SEE DETAIL 6/D11
-
W
W
1.
SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
U
.Z.
U•
W
Q
�
y17j
od
U
NUP
0
— 85
PSNC. 6" DIP
NOTES:
�
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS MINIMUM OF 6. OF NCDOT J57 STONE FOR BEDDING
- CURB AND GUTTER.
WATERMAIN
SEE DETAIL 6/D11
-
_ _
1.
SEE SHEETS C15 -C16 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
$�,
SEWER DESIGN INFORMATION.
bq
$ W
2.
EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILMES
— —
-
NOT SHOWN IN ENTIRETY FOR CLARITY.
+ _ w 4!3
— —
_
N
z
3.
INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE.
SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
\
L
O
15" RCP CONNECTION
14.
ALL PIPE STRUCTURES TO. NORTH SIDE OF RCB B/SEUNE ARE SHOWN AS
Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION.
n�
LL
CONCRETE DRIVEWAY
DASHED.
w\
MATCH LINE AND GRADE
OF EXISTING DRIVE (TYP).�,
I
FORMERLY
5.
EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5'
J
SEE DETAIL 3/D12
OR
I DEVIN B. KAHLER
BOX CULVERT.
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 The Construction Contractor responsible for the
I SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PUN extension of water, sewer and/or rause, es approved
in these plans, is responsible for contacano the:.
ENGINEERING SERVICES at (919) 99&2409, and
AND
' 6.
ENGINEERED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL
SUSAN E. KAH LER
(3
HAVE LEDGESTONE PATTERN. THEY SHALL BE DESIGNED BY AN NC
NOWOa FORMERLY
oe 6779 rG 344
C8
PROFESSIONAL ENGINEER AND SHOP DRAWING SHALL BE SUBMIT' ED TO THE
-D
KENNETH 0. MEDLIN
I BN 1960 PG lisp
CITY PROJECT MANAGER FOR REVIEW AND APPROVAL. SEE WALL ALIGNMENTS
AND WIFE ..
P3117107 411
O
SHEETS R5 -R3.
N
I SWIFT DR. NG}
JONA P. MEDLIN N
oa 3766 PC;
W7.
FOR THOSE EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
]
z
IPIN '!
I
Vl Yl
W N
BOTTOM, PROVIDE A MINIMUM OF 18' OF NCDOT /57 STONE FOR BEDDING
r EXISTING GRADE
- FAILURE to ably both City Departments in advance
result in Me issuance or
Of beginning ng Co truequir
1
�p
p
CL
(1
3715 SWIFT DR.
8.
FOR THOSE EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED
W
re
monetary fines and require reinstallation of any water
W
CULVERT BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE
THAT IS A MINIMUM OF 5" BELOW THE CULVERT BOTTOM AND PROVIDE A
/1
LLJ C /
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS MINIMUM OF 6. OF NCDOT J57 STONE FOR BEDDING
Q
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
9. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE
CONTRACTOR SHALL PROVIDE TEMPORARY MNL BOX KIOSKS FOR IN A CASING PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3
15 HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
Q
n
FELT BEYOND BOTH OUTSIDE EDGES OF THE CULVERT.
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
N
Know what's below. AT ALL TIMES 10. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER DESIGN
Q
O
15" RCP CONNECTION
Call before you dig. CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL INFORMATION.
n�
LL
I
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
ATTENTION CONTRACTORS
Q
J
.345
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND 345 The Construction Contractor responsible for the
I SHEETS EC7-EC6 FOR GRADING AND EROSION CONTROL PUN extension of water, sewer and/or rause, es approved
in these plans, is responsible for contacano the:.
ENGINEERING SERVICES at (919) 99&2409, and
~
= U
LLJ
ON
-ECL
U)
cc
15" RCP CONNECTION
24" RCP CONNECTION
the PUBLIC UTILITIES DEPARTMENT at (919)
-D
996-4540 et least III four hours prior to beginning
O
\
any of Mair construction.
Q
]
z
15* RCP
CONNECTION
(NORTH)
Tri
r EXISTING GRADE
- FAILURE to ably both City Departments in advance
result in Me issuance or
Of beginning ng Co truequir
1
n
M
p
CL
(1
re
monetary fines and require reinstallation of any water
W
or sewer facilities not inspected as a resull of this
LL,
..
rhotifica6on tailors.
IW-
`340
15' RCP
m
N
Z � '3L}0 FAILURE to cell for inspection, Instal/ a Downstream
Plug, have Parm@Ied Plans on Job site, or any other
� z
Z LLJ
z
N
(SOUTH)
4' X 1' R
CONNECTI
15' RCP CONNECTIONc
c
m
Violaflon of City of Raleigh Standards will result In e
Fine ane Possible Exdusion from future work in the
O �
EL
CO
1
15" RCP CONNECTION
o .
Y"�
City ofRablgh.
S
LLJ
N
O
30
will
5G
Q
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-,.-.
(I
NCRETE M
LE
f
AN�
tPvE idO�%y:
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- "a
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o
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258
_
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zi
335
Lf ()F_'
1r x
335
I1i111111\�\
Tri
U
5' Rr,6 p 0 87
VERTICAL SCALE
—
DATE JUN 2017
w
12' 0 DIP SANITARY
12'0
e
._,.. -
-.-....
_. -. Y..
z o 1 z a
DRAWN BY: JEW
¢ �
NCDOT STONE
SEWER MNN W/ 24'
CHECKED BY: PLC
X <
BEDDING(TYP)
STEEL ENCASEMENT
1 INCH = 2 FEET
N
SEE NOTES 7 8 8
M
Z41
HORIZONTAL SCALE
REVISIONS
MAIN
I,k . `FDF
' RCa �
Q z oz^�
"'
211 0 10 20 ' 40
NO. DATE
330
Z
O
330
1 INCH = 20 FEET
FOR REVIEW ONLY
W MnT usa — CnN61TNCITg1
U
INFRASTRUCTURE
CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
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SERVICES
50079707
325
PUBLIC UTILITIES
STORM WATER
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FIRE
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NOM OR
FpeIEpLT PERMANENT PUBUC /
GERALD K. GRAHAM I DRAINAGE EASEMENT /
AND W NOW OR FORM�Y
G AM — I RICHARD S. WARR 1X1DANIEL NOW OR FORMERLY
M. POSEY /
IDI -13 7B 26 PG zoo — AND WIFE AND WIFE
eM 19x5 Fg 57 KAREN ROYCE WARR
I3Ir 079375938. Do W23 369 g0} --t— GAIL B. POSEY
3700 SWIFT DR. OB 4442 PG 151
5h /965 PG iOa
41id 076337573. L ma i9M Ps I PG M `
i
dfi12 SWIFT OR.
P TIE 42' RCP TO RCB 36018 SWIFT DR.
WITH WATER TIGHT GROUT _ _
SEALED CONNECTION. SEE ;+n-1DErA1L 2/Sl
+'— :
20 00 —
F
X
I DROP INLET (TIP). -
SEE DETAIL 1/D5 TIE 15" RCP TO RCB
WITH WATER TIGHT GROUT L
SEALED CONNECTION. SEE
I 11 DETAIL 2/S1
... CATCH BASIN (TYP).
SEEDETAIL 3/04
I ¢
I PERMANENT UTILITY -
EASEMENT
I PERMANENT PUBLIC
O
I DRAINAGE EASEMENT
W I
NOW OR FORMERLY
111 VVV1II M7 MICHAEL S. CLARKE
AND
COURTNEY D. CLARKE
DB 13963 PC 1524
PIN 0793755173
3707 SMFr DR.
SS
6' CPP
CB- INV APPROX. 332.35 � SS
ENGINEERED WALL
SEE NOTE 6 (TYP).
NOW OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 156W PG 1616
BM 1961 PG 115
RN 0753759105
924 MERWIN DR.
CONCRETE SIDEWALK.
SEE DETAIL 2/D12
ASPHALT PAVEMENT
Y- T
k
DRIVEWAY BRIDGE SEE
STRUCTURAL DETAILS
�s
�I SS
°° ryW,/�A�'OR ss
ENGI WALL. _
SEE NOTE 6
x 23.501 .:.sem.
.60
DCIIAC
I CPP 45' ELBOW
'AVE., (TYP). Vgf3 _
4' CPP CLASS 1 RIP RAP NOW OR FORMERLY
NOW OR FORMERLY LUNGE POOL. NEIL C L, TRUSTEE
)HN THOMAS PENN D
AND WIFE 6' CPP — PANNE LOPEZ/CABRAL, TRUSTEE
PATTfE_ W. PENN INV APPROX. 329.37 AS IN COFIMOM
3539 DB 'zee PG 179
BM 1974 PG 170_ ENGINEERED WALL. B 77 7637446a7R
W
FAILURE to call for Inspection Install a Downstream Plug have
9
Permitted Plans on Job site or any other Violation of City of
a
BOX
rte.
F'6� ILW
(Trp. -3
a �
PLACES)
r
CPP
+ �'
CPP 90-fi"
!
water, sewer andlor reuse. as approved In mese plans s
)
CLASS 1 RIP RAP
U V
PLUNGE POOL
4'
\ \IM/
6' CPP
8' IPP
IR A2pR06'
APPROX. \�
33t`
332.TD /
4� CPP
I
�R1MANENT PRIVATE /
-
PLASTIC JUNCTION
""^''E
BOX (TVP).
ENGINEERED
'
SEE NOTE 6
/
Fj
CONCRETE DRIVEWAY..
MATCH LINE AND
NOW DR FORMERLY
GRADE OF EXISTING.
ROBERT J. HARVEY
-352
SEE DETAIL 3/D12/
DB 2.245 PG
BgErN to 71 F=
MINI
TEMPORARY
I O°�
O_
�
//CONSTRUCTION
EASEMENT
NOW OR FORMERLY
CHRISTOPHER SHELOW
GABRIELLA SHELOW
DB 156W PG 1616
BM 1961 PG 115
RN 0753759105
924 MERWIN DR.
CONCRETE SIDEWALK.
SEE DETAIL 2/D12
ASPHALT PAVEMENT
Y- T
k
DRIVEWAY BRIDGE SEE
STRUCTURAL DETAILS
�s
�I SS
°° ryW,/�A�'OR ss
ENGI WALL. _
SEE NOTE 6
x 23.501 .:.sem.
.60
DCIIAC
I CPP 45' ELBOW
'AVE., (TYP). Vgf3 _
4' CPP CLASS 1 RIP RAP NOW OR FORMERLY
NOW OR FORMERLY LUNGE POOL. NEIL C L, TRUSTEE
)HN THOMAS PENN D
AND WIFE 6' CPP — PANNE LOPEZ/CABRAL, TRUSTEE
PATTfE_ W. PENN INV APPROX. 329.37 AS IN COFIMOM
3539 DB 'zee PG 179
BM 1974 PG 170_ ENGINEERED WALL. B 77 7637446a7R
w
� a
DO NOT DISTURB
EXISTING CATCH BASIN
— END OF PAVING. MATCH
EXISTING UNE AND GRADE.
SEE DETAIL 5/D11
mil
`00 )
reinstallation
W
FAILURE to call for Inspection Install a Downstream Plug have
U
Permitted Plans on Job site or any other Violation of City of
a
ATTENTION CONTRACTORS
rte.
F'6� ILW
NOTES:from future work in the City of Raleigh
a �
— COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
The Cnstuction Cordredw resvanslble forma Bxten9lon of
O pt,
F��W
L` V
.SEE DETAIL 1/D2 SEWER DESIGN INFORMATION.
water, sewer andlor reuse. as approved In mese plans s
z
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2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT�
z
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DO NOT DISTURB
EXISTING CATCH BASIN
— END OF PAVING. MATCH
EXISTING UNE AND GRADE.
SEE DETAIL 5/D11
mil
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reinstallation
IQ
FAILURE to call for Inspection Install a Downstream Plug have
Permitted Plans on Job site or any other Violation of City of
7
ATTENTION CONTRACTORS
ii.'
NOTES:from future work in the City of Raleigh
,{i
LW19•
— COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
The Cnstuction Cordredw resvanslble forma Bxten9lon of
�6
9"04
F��W
L` V
.SEE DETAIL 1/D2 SEWER DESIGN INFORMATION.
water, sewer andlor reuse. as approved In mese plans s
N
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2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT�
responsible for confectrn0 the ENGINEERING SERVICES at
0
W w
..eye
(919) 9962409and the PUBLIC UTILITIES DEPARTMENT at
ENGINEER
. \
[phone] M least MsnN lour ho poor to beginning any
ry _
m
'
of their construction.
LAJ
Fj
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FAILURE to nWdy birth CM Departments in advance of
S
TIE CURB AND°O
GUTTER INTO
beginning Construction, will result n the issuance of monetary
fine d I 1 to Iro
O_
EXISTING.
MATCH EXISTING
t1NE AND
GRADE.
PERMANENT PUBLIC
DRAINNOE EASEMENT
eou re em a en a any water or :ewer a ea
- not 'nspe ded as a result of this notification faNure.
IQ
FAILURE to call for Inspection Install a Downstream Plug have
Permitted Plans on Job site or any other Violation of City of
ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL
PATTERN. THEY SHALL BE DESIGNED BY AN NC
Raleigh Standards will result In a Fine and Possible Exclusion
ii.'
NOTES:from future work in the City of Raleigh
,{i
LW19•
— COIR MATTING (TYP). 1. SEE SHEETS C15 -C18 SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY
I�
LL
.SEE DETAIL 1/D2 SEWER DESIGN INFORMATION.
N
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT�
= U
0
SHOWN IN ENTIRETY FOR CLARITY.
6.
ENGINEER
E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
/W
W v /
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCS(S) AND RCP(S) ON PROFILE.
\
Q
LAJ
• • SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN FOR CLARITY.
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4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE. SHOWN AS
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' DASHED.
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CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
,•
7-
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5'
5.
C4
O
- BOX CULVERT.
Q
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
CITY PR
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
D=ONE
ONAL
OJECT
SE
TER
TTS
I
O
ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL
PATTERN. THEY SHALL BE DESIGNED BY AN NC
Q
1
3605 SWIFT OW
---
ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
LL
MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS
N
5—R8.
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0
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
6.
ENGINEER
E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
U
PROVIDE A MINIMUM OF 18' OF NCDOT %57 STONE FOR BEDDING
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LAJ
EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED
HAVE LE
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BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT
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MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF
DOT /57 STONE FOR BEDDING
M rl
m LL
O
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
PROFESSI
SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE
LLI
NG PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3�x-�
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
CITY PR
OND BOTH OUTSIDE EDGES OF THE CULVERT.
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C19 -C21 WATER PAIN/PROFILE SHEETS FOR WATER DESIGN
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PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
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SHEETS R
15• RCP CONNECTION
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FINISHED GRADE
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CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
7.
FOR THOS
LL
42' RCP CONNECTION
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Av1`41
PROPERTY OWNERS WHOSE TRASH/RECYCUNG SERVICE IS
BOTTOM,
1 INCH = 2 FEET
--
HORIZONTAL SCALE
DRAWN BY:
JEW
20 0 10 20 40
DISRUPTED DURING CONSTRUCTION.
B.
FOR TRO
1 INCH = 20 FEET
REVISIONS
Q5
N0.
DATE
15' RCP CONNECTION
FOR REVIEW ONLY KnuwwhaVsbelolN.
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY ALIGNMENT
CULVERT
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2'
V
NI C.nalracl'an coati W in ...oris.... eah dl Coal. State. and
F.4era1 Rube oM Requlalioro
1 "-201'
H
GEOMETRY AND SHEETS EC1-EC6 FOR GRADING AND EROSION
IS A MINI
TRANSPORTATION FIELD SERMCES
PUBLIC UTIUTIES
50079707
STORM WATER
PLANNNG
C
DRIVEWAY BRI ESEE
URBAN FORESTRY
CONTROL PLAN.
6' OF NC
OF
-
STRUCTURAL DE AILS
9.
ALL WA
IN A CASI
335
FEET BEY
ENGINEERED WALL
ENGINEERED
ALL
10.
SEE SHE
SEE NOTE 7
SEE NOTE 7
INFORMATI
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i
SEE NOTE 7
1 1
EL. 328.87
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MATCH RIP RAP
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34'
14'
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GEOTL7(TILE FABRIC
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D=ONE
ONAL
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TER
TTS
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ED WALLS SHALL BE SEGMENTAL GRAVITY RETAINING WALL AND SHALL
PATTERN. THEY SHALL BE DESIGNED BY AN NC
Q
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ENGINEER AND SHOP DRAWING SHALL BE SUBMITTED TO THE
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MANAGER FOR REVIEW AND APPROVAL SEE WALL ALIGNMENTS
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E EXTENTS OF BOX CULVERT WITHOUT BEDROCK AT THE CULVERT
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PROVIDE A MINIMUM OF 18' OF NCDOT %57 STONE FOR BEDDING
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EXTENTS OF BOX CULVERT WITH BEDROCK AT THE PROPOSED
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BOTTOM ELEVATION, ACHIEVE A CONSISTENT TOP OF ROCK GRADE THAT
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MUM OF 6' BELOW THE CULVERT BOTTOM AND PROVIDE A MINIMUM OF
DOT /57 STONE FOR BEDDING
M rl
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O
CL
SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE
LLI
NG PIPE AND ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3�x-�
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OND BOTH OUTSIDE EDGES OF THE CULVERT.
V I/ z
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C19 -C21 WATER PAIN/PROFILE SHEETS FOR WATER DESIGN
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DATE: JUN 2017
HORIZONTAL SCALE
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1 INCH = 20 FEET
REVISIONS
Q5
N0.
DATE
FOR REVIEW ONLY KnuwwhaVsbelolN.
m no7usenoacottar9ucnon Call before you dfg
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2'
V
NI C.nalracl'an coati W in ...oris.... eah dl Coal. State. and
F.4era1 Rube oM Requlalioro
1 "-201'
H
PROJECT
TRANSPORTATION FIELD SERMCES
PUBLIC UTIUTIES
50079707
STORM WATER
PLANNNG
C
TIRE
URBAN FORESTRY
OF

PERMANENT PUBLIC
DRAINAGE EASEMENT
DROP E INLET (TYPDETAIL ).
E / I�
%
CATCH BASIN (TYP).
SEE DETAIL 3/D4
CUSS 1 RIPRAP (TYP)
PINEVIEW DR
\
B" DIP 60' PUBLIC R/W
COIR MATTING SEE
WATER MN
w
�CB-27
li
DETAIL 1/D2
zwV
U
153_
The Co Infer -ion Cmfnmfo responsible for the extension of
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Lee
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C w �
NOW OR FORMERLY
360
ARNOLDUS A. VERHOENEN
/ q
/
RAYMOND &FLORENCE VICKERY
m
NOW DR FORMERLY
DB 13735 PG 165
BM 1959 PG 176
DB 1670 PC 130
BM 1959 Pc ne
*131-2).
DELNA R. MILLS
DB 2DOL 1O6
350
PN: 0763656647
1416 PINEVIEW DR,
,
/
BM 19 PG 160
DRAINAGE EASEMENT
1[
=w
1
/
PIN 0 6754
1422 PINEwEW DR.
ZQ
from future work in the City of Raleigh.
s
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INSTALL 30 LF SPLITI
1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR
j
RAIL FENCE
345
345
-6@l
oma=
345
KKN
Is
32 LF Z
w
w
OF 18' RCP
-J
z9D—r
8' DIP T
WATER MAN
I
1
NOW OR FORMERLY
LIZABETH BYRD
DB 1446E PG 223
BM 1957 PG 47
PIN: 0733655979
1326 PINEVIEW DR.
I CONNECT FSG 18'RCP
TO - CH B/L41N.
ATER TIGHT GROUT
SEAL CONNECTION
CB -29
PINEVIEW DR
\
B" DIP 60' PUBLIC R/W
'
WATER MN
w
�CB-27
li
Is.
zwV
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153_
The Co Infer -ion Cmfnmfo responsible for the extension of
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Lee
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NOW OP FORMERLY
360
ARNOLDUS A. VERHOENEN
Q
�
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AND WIFE
m
ROSEMARIE VERHOENEN
355
DB 1670 PC 130
BM 1959 Pc ne
*131-2).
PIN 973.7856662
350
1417 PINEVIEW DR.
m.Wn
m r Ovtrc_3
PERMANENT PUBLIC
DRAINAGE EASEMENT
z9D—r
8' DIP T
WATER MAN
I
1
NOW OR FORMERLY
LIZABETH BYRD
DB 1446E PG 223
BM 1957 PG 47
PIN: 0733655979
1326 PINEVIEW DR.
I CONNECT FSG 18'RCP
TO - CH B/L41N.
ATER TIGHT GROUT
SEAL CONNECTION
CB -29
25+00 25+50 26+00
26+50 27+00 2 ] r50
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SWILL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT Al TIMES
CONTRACTOR SHAT PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN
a
d2 a
w
3
an
EXISTING
li
Is.
zwV
U
pl•.
The Co Infer -ion Cmfnmfo responsible for the extension of
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360
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355
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355
350
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Raleigh Standards will result in a Fine and Possible ExclusionALVA
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s
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-M211
1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR
j
RCP ® 0.52%
345
345
oma=
345
KKN
Is
32 LF Z
w
w
OF 18' RCP
-J
0.53%
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
V)
>o
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
LI__I
rr r^� Q
l..J
Z OF 15" RCP
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
355
�Y" ' = 3'o
rE <
EXIST NG GRADE
U
Z
355
8 LF
OF 18' RCP
8'0 DIP WATER
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
w�z
Waz
MAIN
29 LF z
CONCRETE
12" DIP
O
COLLAR
SANITARY
OF 15" RCP
SEWER MAIN
CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF
340
0.51% u
340
350
J
Li
350
CL
6. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER
=
0 DIP WATER
IN
C)
ci�
DESIGN INFORMATION.
LLJ
U
:!E
EXISTING 12"
��
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z
19L
SEWER MAIN
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OF 24" RCP
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@ 061%
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345
345
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o
W
cry
r7
W
0
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W
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25+00 25+50 26+00
26+50 27+00 2 ] r50
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SWILL PROVIDE TEMPORARY MNL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT Al TIMES
CONTRACTOR SHAT PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PLAN
30+00
a
d2 a
w
an
EXISTING
li
Is.
zwV
GRADE
pl•.
The Co Infer -ion Cmfnmfo responsible for the extension of
rc¢N
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U
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[phone] at least twenty to.hours prior to beginning any
Q
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H 2
11 RCB
.
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355
350
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Raleigh Standards will result in a Fine and Possible ExclusionALVA
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from future work in the City of Raleigh.
I
rU
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-M211
1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR
j
RCP ® 0.52%
345
345
oma=
345
350
Is
32 LF Z
w
w
30+00
28+00 28+50
Public
Water Distribution / Extension System
his Gly of Rsi ca .t. to M. aannMl.n and .xtwr.on 4f lM
CRY. p -' .Mw -t. in Maws en M'a Man. me matwid and
--I. —sr— .—M lnl. pr.)al MMI —'— la 61.
standard. and .p.dfkvllans of city. Ms Pablk ULaities Handbook.
rsr M iiiwo
NOk Uhllr Di I—A /
AAkwizalian to r<rrtud
Public
Sewer Collection / Extension System
11w City of R-Igh .—ta to U. amn.aixn and dlen.kn of e.
CIII/. pi,— .mow -t. Is Mswn an ihN plan. Trs matMd and
Cm.Nactan m.thod. u..d fa MN prof M Mal canfnrm to th.
.i— end .a.v lkaUan. If in. Dtys Publk UIIItIu Handbook.
city a Robi9n
Neo Mate a.pwiewR moria I
A%—do, to LonM t
Dalt
w
an
to
li
Is.
zwV
w �v
pl•.
The Co Infer -ion Cmfnmfo responsible for the extension of
rc¢N
��Ca-n��¢
_ -
z
U
C7
z
w
[phone] at least twenty to.hours prior to beginning any
Q
�
�1jJ
mmIsto-
\ �m
.
355
+mn0
355
+n r
nn"zz�
m.Wn
m r Ovtrc_3
is%»
zz�
xon z�
0
<Z3> a
1
Raleigh Standards will result in a Fine and Possible ExclusionALVA
EXISTING
from future work in the City of Raleigh.
I
GRADE -
N
EXISTING Jo,
1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR
j
GRADE r<j
SANITARY SEWER DESIGN INFORMATION.
oma=
350
32 LF Z
350
OF 18' RCP
-J
0.53%
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
V)
39
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
LI__I
rr r^� Q
l..J
Z OF 15" RCP
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
0.51%
345
-
345
8 LF
OF 18' RCP
8'0 DIP WATER
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
@ 0.59%
MAIN
CONCRETE
12" DIP
O
COLLAR
SANITARY
I
SEWER MAIN
CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF
340
Lij
340
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS
J
28+00 28+50
Public
Water Distribution / Extension System
his Gly of Rsi ca .t. to M. aannMl.n and .xtwr.on 4f lM
CRY. p -' .Mw -t. in Maws en M'a Man. me matwid and
--I. —sr— .—M lnl. pr.)al MMI —'— la 61.
standard. and .p.dfkvllans of city. Ms Pablk ULaities Handbook.
rsr M iiiwo
NOk Uhllr Di I—A /
AAkwizalian to r<rrtud
Public
Sewer Collection / Extension System
11w City of R-Igh .—ta to U. amn.aixn and dlen.kn of e.
CIII/. pi,— .mow -t. Is Mswn an ihN plan. Trs matMd and
Cm.Nactan m.thod. u..d fa MN prof M Mal canfnrm to th.
.i— end .a.v lkaUan. If in. Dtys Publk UIIItIu Handbook.
city a Robi9n
Neo Mate a.pwiewR moria I
A%—do, to LonM t
Dalt
w
an
ATTENTION CONTRACTORS
li
Is.
.'moi
O
pl•.
The Co Infer -ion Cmfnmfo responsible for the extension of
w
W
L` i
o
z
U
C7
z
w
[phone] at least twenty to.hours prior to beginning any
Q
�
�1jJ
U
1
NSP
ATTENTION CONTRACTORS
So
$ I6
The Co Infer -ion Cmfnmfo responsible for the extension of
L` i
o
water, sewer and/or reuse, as approved in these plans, Is
responsible for oontacting the ENGINEERING SERVICES at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
_
i�i
[phone] at least twenty to.hours prior to beginning any
Rut
of their wrist—bon.
.
FAILURE to notify both Cdy Departments In advance of
beginning Construction will mi in the Issuance of monetary
Ones, and require reinstallation of any water or sewer facillbes
not inspected as a ri of this notifi®bon failure
FAILURE to cell for Inspection, Install a Downstream Plug have
Perm Med Plans on Job sife, or any other Violation of City of
1
Raleigh Standards will result in a Fine and Possible ExclusionALVA
from future work in the City of Raleigh.
I
N
1. SEE SHEETS C15 -C18 SANITARY SEWER PUN/PROFILE SHEETS FOR
j
SANITARY SEWER DESIGN INFORMATION.
LI
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME
-J
UTILITIES NOT SHOWN IN ENTIRETY FOR CLARITY.
V)
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON
LI__I
rr r^� Q
l..J
PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT SHOWN
FOR CLARITY.
Q
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
z
SHOWN AS DASHED.
O
5. THE SEPARATION BETWEEN THE BOX CULVERT LINES IN DUAL BOX
I
CULVERT AJGNMENTS SHALL BE 4". THE ACCEPTABLE RANGE OF
Q
Lij
SEPARATION IS 2' TO 6'. ALSO SEE STRUCTURAL DETAILS SHEETS
J
S1 -S4.
CL
6. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR WATER
=
N
C)
ci�
DESIGN INFORMATION.
LLJ
U
:!E
a -
—D
z
o
z
m��a
W
�
cry
LLJ
a
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DO
O\�
O
VERTICAL SCALE
2 0 1 2 4
LL
O
N
1 INCH � 2 FEET
�
�
DATE:
JUN 2017
HORIZONTAL SCALE
20 0 10 20 40
DRAWN BY:
JEW
CHECKED BY PLC
1 INCH - 20 FEET
REVISIONS
fo
NO.
DATE
FOR REVIEW ONLY Kno—hatsbefow.
- —
m nor use roe conalRitcnon
Callbeforeyoulft
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
NI ConMrubtien m vt,S i. .* fth Is Local. Slots. and
1 "=20' H
Rules orR
PROJECT
TRANSPORTATION FIELD SERNCEs
50079707
PUBLIC UTILITIES
,'4 SEAL r'
STORM WATER
. 042236
NJ,��,�,`F`
PUNN.G
1/�
1
2. 3
FIRE
V 1
I/RIIIIIlik
URBAN FORESTRY
OF

TIE 15" RCP TO RCB W/ WATERTIGHT GROUT
SEALEDI� CONNECTION (TYP). SEE DETAIL 2/S1
�i 7
35+00
1 INCH = 20 FEET
FINISHED GRADE
345
NOW ORPoy��r I
ELWIN R. =1 ULT
26 LF OF 15" RCI
EXISTING
Know What's below.
Callbefore you di%
AND WIFE c
23LF
GRADE
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
MELISSA R. THIBAULT
12'x5' RCB
`
340
DB 7626 PG 250
TRANSPORTATION nEID SERNCES
A
345
BM 1960 PG 160
PIN 078.7750446
i
=
N
3731 SNIFr DR.
zanzum
a
38 LF OF
z
V 1
!— EXISTING
URBAN FORESTRY
ROP @ 1.35%
pH$
m
in S
340
340
6' DIP WATERMAIN
p
340
5 WATER MAIN
w w
/
CURB AND GUTTER.
> 12'a6'RCB.
t f
n is
40.74 NOW OR FORMERLY
4MARY C. LEWNGS, TRUSTEE
SEE DETAIL 6/D71 '
CBS PROP
lip
<:>
—
OF
Now OR FnRMLRLr
1$�B♦ P
5
I I
1sgQP D-7 THE MARY C. LEVINGS
BRENT DWAYNEELLER
.'n
,l p
cas i.
}
REVOCABLE TRUST
AND WIFE
O
s"
I
I OB MM PC 276
ELIZABETH SHELTON ELLER
II
9M 1950 Pc 160
I PIN 0763751752
DS 5236 PG 51
BM 1959 PG 176
3
,' 1 tl .!
I
I 3726 SIFT DR /
PIN 0743761315 743761SWIFT 31 5
r
335
DIP �7
335
12'
SANAR
CONCRETE SIDEWALK (IYP)
SBE DETAIL 2/012
SEWERMAINN
333
333
S
DI-e/�
GRAVEL DRIVEWAY MATCH LINE O I
�ej
�..
w
t7 w
PROP
45.24
AND GRADE OF EXISTING DRIVE v
asoma 15'RCP
(TYP). SEE DETAIL 3/012
TIE 15' RCP TO RCB W/ WATERTIGHT
SEALED CONNECTION (TYP).
�GROUT
,SEE ,DETAIL 2/S1
35+00
1 INCH = 20 FEET
FINISHED GRADE
345
26 LF OF 15" RCI
EXISTING
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
23LF
GRADE
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
340
12'x5' RCB
3%
340
345
TRANSPORTATION nEID SERNCES
A
345
s
i
=
N
U �
zanzum
a
38 LF OF
z
V 1
!— EXISTING
URBAN FORESTRY
ROP @ 1.35%
pH$
m
in S
340
340
15"
p
340
5 WATER MAIN
w w
Oy tt?
zo L of
> 12'a6'RCB.
12'x5 RCB
n is
°
of 1Ir
335
335
lip
<:>
335
^
O (7
ONKZ
5
WATER g
n H'
333
OH �
.'n
,l p
MAIN 8 8
6'0 DIP
WATER MAIN
Act
335
w
O
335
ge'HF xg
N
Co
35+00
40+00
NOTES
1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED.
5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
DI -10
NOW 77. FORMERLY 1
FERNANDO H. MAGALLA
OB 15915 PO 2846
BM bifid PG 169
PIN 0783752310
3723 'SWIFT DR.
GRAVEL DRNEWAY
MATCH UNE AND
GRADE OF EXISTING
DRIVE (TYP). SEE
DETAIL 3/012
l
ASPHALT PAVEMENT
SIDEWALK ACCESS RAMP. —_
SEE DETAIL 3/010
Now OR FORMERLY
KIMBERLY CURRY—EVANS
STANLEY BOGANEY
-0B 15945 PG 2864
EPA 1900 PC 160
PM 0707752296
3710 SWIFT DR.
CURB AND GUTTER.
SEE DETAIL 6/011
345
1 INCH = 20 FEET
EXISTING
345
26 LF OF 15" RCI
/ GRADE
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
23LF
OF
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
340
15" RCP @ 1.
3%
340
340
TRANSPORTATION nEID SERNCES
A
340
s
i
=
'4 SEAL r' '— STORM WATER
U �
zanzum
a
Ze
V 1
!— EXISTING
URBAN FORESTRY
W
pH$
m
in S
^6`ODIP
340
gg P°l
�Tzzzp
p
n n n
5 WATER MAIN
w w
Oy tt?
zo L of
> 12'a6'RCB.
12'x5 RCB
335
°
of 1Ir
335
335
335
^
O (7
f7
40+00
NOTES
1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED.
5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
DI -10
NOW 77. FORMERLY 1
FERNANDO H. MAGALLA
OB 15915 PO 2846
BM bifid PG 169
PIN 0783752310
3723 'SWIFT DR.
GRAVEL DRNEWAY
MATCH UNE AND
GRADE OF EXISTING
DRIVE (TYP). SEE
DETAIL 3/012
l
ASPHALT PAVEMENT
SIDEWALK ACCESS RAMP. —_
SEE DETAIL 3/010
Now OR FORMERLY
KIMBERLY CURRY—EVANS
STANLEY BOGANEY
-0B 15945 PG 2864
EPA 1900 PC 160
PM 0707752296
3710 SWIFT DR.
CURB AND GUTTER.
SEE DETAIL 6/011
345
1 INCH = 20 FEET
10 LF OF
345
26 LF OF 15" RCI
Q4.51% 15' RCP :@ 0.50%
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
FINISHED
EXISTING
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
340
GRADE
GRADE
340
345
TRANSPORTATION nEID SERNCES
lrxs Res
345
s
i
=
'4 SEAL r' '— STORM WATER
U �
zanzum
U K�
Ze
V 1
!— EXISTING
URBAN FORESTRY
W
pH$
m
GRADE
^6`ODIP
340
gg P°l
�Tzzzp
340
n n n
5 WATER MAIN
w w
7 IF OF
zo L of
> 12'a6'RCB.
340
335
°
of 1Ir
0.49%
335
myUU
6'@DIP
-a
"'W RIC.
5
WATER g
n H'
333
.'n
,l p
MAIN 8 8
(7
Act
A
w
O
wu
ge'HF xg
N
Co
335
DIP �7
335
12'
SANAR
SEWERMAINN
333
333
S
�ej
�..
w
t7 w
40+00
NOTES
1. SEE SHEETS C15—ClB SANITARY SEWER PLAN/PROFILE SHEETS FOR SANITARY SEWER DESIGN
INFORMATION.
2. EXISTING UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. SOME UTILITIES NOT SHOWN IN ENTIRETY FOR
CLARITY.
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S) ON PROFILE SKEW WAS CONSIDERED IN
LAYOUT, BUT NOT SHOWN FOR CLARITY.
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASEUNE ARE SHOWN AS DASHED.
5. EXISTING'SMALL DIAMETER YARD AND ROOF DRAINS TIE TO EXISTING 8' X 5' BOX CULVERT.
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER CULVERT SHALL BE IN A CASING PIPE AND
ENCAPSULATED IN RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH OUTSIDE EDGES OF THE
CULVERT.
7. SEE SHEETS C19—C21 WATER PUN/PROFILE SHEETS FOR WATER DESIGN INFORMATION.
DI -10
NOW 77. FORMERLY 1
FERNANDO H. MAGALLA
OB 15915 PO 2846
BM bifid PG 169
PIN 0783752310
3723 'SWIFT DR.
GRAVEL DRNEWAY
MATCH UNE AND
GRADE OF EXISTING
DRIVE (TYP). SEE
DETAIL 3/012
l
ASPHALT PAVEMENT
SIDEWALK ACCESS RAMP. —_
SEE DETAIL 3/010
Now OR FORMERLY
KIMBERLY CURRY—EVANS
STANLEY BOGANEY
-0B 15945 PG 2864
EPA 1900 PC 160
PM 0707752296
3710 SWIFT DR.
CURB AND GUTTER.
SEE DETAIL 6/011
345
1 INCH = 20 FEET
FINISHED GRADE
345
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
EXISTING
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
1 a-2' V
"-20'
GRADE
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
340
74%
340
345
TRANSPORTATION nEID SERNCES
$�
345
s
Z
<i
'4 SEAL r' '— STORM WATER
U �
H y 0.
U K�
Ze
V 1
!— EXISTING
URBAN FORESTRY
I
pH$
m
GRADE
^6`ODIP
340
gg P°l
�Tzzzp
WATER MAIN
n n n
5 WATER MAIN
7 IF OF
z
of �>
> 12'a6'RCB.
i» >
335
°
of 1Ir
335
6'0 DIP WATER
-a
"'W RIC.
MAIN
8
333
333
333
(7
Act
A
w
O
wu
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CITY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21—C23 FOR CULVERT AND UnUTY GEOMETRY AND
SHEETS EC17EC6 FOR GRADING AND EROSION CONTROL PLAN
The ConslnMion Contractor reaponsible for the extension of water, sewer
andlor reuse, as approved in these plans, is responsible for contacting the
ENGINEERING SERVICES at [phone], and the PUBLIC
UTILITIES DEPARTMENT at (919) 9984540 at )seal twenty four hours
pnor to beginning any of their construction.
FAILURE to notify both City Depertments in advance of beginning
Construction, Will result in the issuance of monetafy Poles, and require
installation of any water or sewer teciflhes not inspected as a resuh of
Nis notification failure
FAILURE to call for inspection, Install a Downstream Plug, have
Pefmdled Plans on Job site, or any other viDishon of City of Raleigh
Standards will matin in a Fine and Possible Exclusion fmm future work in
the COY of Raleigh.
CONCRETE DRIVEWAY
MATCH LINE AND GRADE
OF EXISTING DRIVE (TYP).
SEE DETAIL }/D12
NOW OR FORMERLY
MOHAMMED GUEDIkA
AND WIFE '
GINA BROWN—GUEDIRA
DB 11547 PC 2070
BM 1965 PG 204
PIN 0753752589
3722 SWIFT DR.
— TIE CURB AND GUTTER
'INTO EXISTING CURB AND
GUTTER. MATCH EXISTING
UNE AND GRADE.
9
/ END OF PAVING.
i MATCH EXISTING
ONE AND GRADE
TIE 24- RCP TO RCB W/
WATERTIGHT GROUT SEALED
CONNECTION (TIP). SEE
DETAIL 2/S7
60.00
1 INCH = 20 FEET
0
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
�
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
1 a-2' V
"-20'
oto
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
1 H
12'x5• RCB
PROJECT
345
TRANSPORTATION nEID SERNCES
$�
345
PUBLIC UTIUTIES
Z
<i
'4 SEAL r' '— STORM WATER
;a : 012236 s=
i9 ,GIN,F.q•.(,WWa
H y 0.
U K�
'�/�ojj1111\"`W
V 1
!— EXISTING
URBAN FORESTRY
I
pH$
m
GRADE
340
gg P°l
�Tzzzp
WATER MAIN
340
7 IF OF
i» >
24' RCP @ 1 AB%
335
335
-a
"'W RIC.
8
SEWER MAI
333
w
(7
Act
A
60.00
Public
Water Distribution / Extension System
The City of R,a I h oonpnt. to the cennectbn and eaten.bn of tM
f. q. euMk eotw .Yelwn a .poen on Mb Pan. The motwlal end
Con.tructbn mNhode used for MIe -j.N .. canlorm to tM
etonderd. and .aecircatkn. of Me OIY. Puwk LOW. H,,-
.,
,, mOb a R.aae
Puaac Ut1Rir oywbeM PamM F
Avdaruaa.n b Cmebwl
Public
Sewer Collection / Extension System
The LItY of RWaiph conesnte to lie connclion and mtenekn 0 Me
city. Pub's ......ptwn m .hean en thin Plan. Th. matwlal and
Can.Wctlon m ... — ler Mh wejwt .hdl cmrwrn to Me
.tend- and specMcadan. of the Oty'. PU UMlpa 11'r -
OR, . .111
landeook.aNalwN10
ar.— PwMI /
WNa1Mun m terrWn
oat.
55.00
VERTICAL SCALE
2 0 1 2 4
1 INCH = 2 FEET
HORIZONTAL SCALE
20 0 10 20 40
.�. >a
a �
.Z„
O pl:
k7
W
Z
U Tj
z I
AGN bX,
od
c
� U
0
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3
Q
N
W Q�
LI -_I c I
Q I (n
= U N o
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Z 0 Lj \
Q
m a
j H—
U� z W (n
z LLl
0 :�i Do
LLJ No
0
Cf) Qo
a- N
DATE: JUN 2017
DRAWN BY: JEW
CHECKED BY: PLC
REVISIONS
N0. I DATE
1 INCH = 20 FEET
FINISHE
GRAD€
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
EwsnNc
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
1 a-2' V
"-20'
GRADE
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
1 H
12'x5• RCB
PROJECT
340
TRANSPORTATION nEID SERNCES
5007970.7
340
PUBLIC UTIUTIES
Z
40JIMLF OF
'4 SEAL r' '— STORM WATER
;a : 012236 s=
i9 ,GIN,F.q•.(,WWa
H y 0.
15^ RCP @ 1.30%
'�/�ojj1111\"`W
V 1
Z
URBAN FORESTRY
I
pH$
m
6'O DIP
gg P°l
�Tzzzp
WATER MAIN
i» >
335
335
-a
12'0 DIP
SEWER MAI
333
333
Act
A
w
wu
Public
Water Distribution / Extension System
The City of R,a I h oonpnt. to the cennectbn and eaten.bn of tM
f. q. euMk eotw .Yelwn a .poen on Mb Pan. The motwlal end
Con.tructbn mNhode used for MIe -j.N .. canlorm to tM
etonderd. and .aecircatkn. of Me OIY. Puwk LOW. H,,-
.,
,, mOb a R.aae
Puaac Ut1Rir oywbeM PamM F
Avdaruaa.n b Cmebwl
Public
Sewer Collection / Extension System
The LItY of RWaiph conesnte to lie connclion and mtenekn 0 Me
city. Pub's ......ptwn m .hean en thin Plan. Th. matwlal and
Can.Wctlon m ... — ler Mh wejwt .hdl cmrwrn to Me
.tend- and specMcadan. of the Oty'. PU UMlpa 11'r -
OR, . .111
landeook.aNalwN10
ar.— PwMI /
WNa1Mun m terrWn
oat.
55.00
VERTICAL SCALE
2 0 1 2 4
1 INCH = 2 FEET
HORIZONTAL SCALE
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DATE: JUN 2017
DRAWN BY: JEW
CHECKED BY: PLC
REVISIONS
N0. I DATE
1 INCH = 20 FEET
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
Know What's below.
Callbefore you di%
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
1 a-2' V
"-20'
NI CmArl.atlen maid se in a«oraoze ,kh wI Leon. state. and
Fedarol %Iiis and Reyulalicne
1 H
PROJECT
`OQ\\\%,"IT��0�/11I////
TRANSPORTATION nEID SERNCES
5007970.7
=bY' d.1S
PUBLIC UTIUTIES
'4 SEAL r' '— STORM WATER
;a : 012236 s=
i9 ,GIN,F.q•.(,WWa
PUNNING
FIRE
1%�
1
3. 3
'�/�ojj1111\"`W
V 1
URBAN FORESTRY
I

-- — 6' DIP — —
_- B WATERMAIN
. CB -12 CATCH BASIN (TYP).
SEE DETAIL J&
SS'T' CURB AND GUTTER.
ss ) SEE DETAIL 6/D11
NOW OR FORMERLY
GEORGE V. PECCI
AND WIFE'
JANET T. PECCI
DB 2082 PG 135
BM 1965 PG Z04
PIN 0783755471
3701 SWIR OR.
20' DRAINAGE
I
I
I
I
I
OR INLET.
SE DETAIL 1/D5
EASEME:N4-ekt 1965 2 3
PROP.
15' RCP-\
PROTECT EXISTING
GAS SERVICE.
SSCOORDINATE WITH v DIP
SWIFT DR —
PSNC. WATERMNN
/BO' PU3LIo R/W L
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
STING GRADE
INISHED
I
I
¢ $16m�
!
It v $
MATCH LINE AND GRADE
NON OR FORMERLY
EDWARD JAMES DUNPHY
NOW OR FORMERLY
\ E 4'x4' RCB INTO
B. WATERTIGHT
\ GOUT SEALED
NECTION. SEE
DET L' 2/S1
AND WIFE
JUDITH KAY DUNPHY
DB 3455 PG 155
BM 1985 P9 204
-PN 0783754435
3708 swlR DR.
R LACE 22 LF -
OF EXISTING
I 8'x5' RCB
l
KENNNOETHOR 0LRM. MERLrDLIN
STANLEY BOGANEY
OB 9779 PG 344
AND WIFE
DB 15946 PO 26"i
'I
JONA P. M£DLIN
BM 1960 PG 160
PN 07a17WV6
I
-- — 6' DIP — —
_- B WATERMAIN
. CB -12 CATCH BASIN (TYP).
SEE DETAIL J&
SS'T' CURB AND GUTTER.
ss ) SEE DETAIL 6/D11
NOW OR FORMERLY
GEORGE V. PECCI
AND WIFE'
JANET T. PECCI
DB 2082 PG 135
BM 1965 PG Z04
PIN 0783755471
3701 SWIR OR.
20' DRAINAGE
I
I
I
I
I
OR INLET.
SE DETAIL 1/D5
EASEME:N4-ekt 1965 2 3
PROP.
15' RCP-\
PROTECT EXISTING
GAS SERVICE.
SSCOORDINATE WITH v DIP
SWIFT DR —
PSNC. WATERMNN
/BO' PU3LIo R/W L
ME
— — —
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
STING GRADE
INISHED
CONCRETE DRIVEWAY I
¢ $16m�
!
It v $
MATCH LINE AND GRADE
NOW OR FORMERLY
NOW OR FORMERLY
340
F
W E
KIMBERLY CURRY—EVA�JSI
l
KENNNOETHOR 0LRM. MERLrDLIN
STANLEY BOGANEY
OB 9779 PG 344
AND WIFE
DB 15946 PO 26"i
'I
JONA P. M£DLIN
BM 1960 PG 160
PN 07a17WV6
I
DB 3736 PG 273
3719 SWIFT DR.
BM 1960 PO 130
PIN 0733753292
1 I I
3715 SWIFT OR.
ME
— — —
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
STING GRADE
INISHED
CONCRETE DRIVEWAY I
¢ $16m�
!
It v $
MATCH LINE AND GRADE
NOW OR FORMERLY
OF EXISTING DRIVE (TYP).
340
SEE DETAIL 3/D12
V
340
SUSAN E. KAHLER
EXISTING
OB 9779 PG 344
335
am 1960 PG 480
GRADE
5
330
3711 SWIFT OR.
[phone] at least t—ti, fourleun Prior to beginning any
nj
m O
zzz
340
of Meir construction.
vy
340
W x
12'x5' RCB
II
335
335
WATER MAIN
2DZ
ONK"
335
325
not Inspected as a result of this notification failure.
t7 LF
325
SHOWN FOR CLARITY.
S
15" RCP @ 0.56%
330
Permitted Plans on Job site. or any other Violation of City of
13'x5' RCB
330
335
n�
�LL
O
EXISTING
ME
— — —
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
STING GRADE
INISHED
CONCRETE DRIVEWAY I
¢ $16m�
!
It v $
MATCH LINE AND GRADE
NOW OR FORMERLY
OF EXISTING DRIVE (TYP).
DEVIN B. KAHLER
SEE DETAIL 3/D12
AND
335
SUSAN E. KAHLER
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
OB 9779 PG 344
335
am 1960 PG 480
EXISTING
PIN 0783754156
330
3711 SWIFT OR.
[phone] at least t—ti, fourleun Prior to beginning any
75+00
0
3
Now OR FDRYDiLr 0 NOW ON Fam LY
GERALD K. GRAHAM RICHARD S. WARR
AND WIFE a AND WIFE
RAMONA S. GRAHAM
> I KAREN 9ROYCE WARR
<
OB. 20DB 423 Pc 388
36 PG 210 ... BM 1985 PG 204
am 1965 PG 204 PIN 0783758357 i PIN 07'067R.
IR 3612 SWIFT R.
3700 SWOR.
R DR. D
I b
N T - PERMANENT PUBLIC
/ i
DRAINAGE EASEMENT
' I I
EASEMENT -BM 1965 P - 42 RCP INTO RCB.-
;` - r WJGHT GROUT SEALED
CONNECTION: SSE DETAIL — I
CB -18 F�7
B1-16
1 .
TIE 15- RCP TO RCB Will -�
WATERTIGHT GROAT SEALED 1�
CONNECTION (TYP). SEE I
DETAIL 2/S1
MICHAEL SKE I
AND
COURTNEY D. 'ERKE
DB.. 13903 PG 1 4
PIN 074LTJ35773
J7O7 SWIR OIL
SS
6' CPP
INV APPROX. 332.15
i
I
-\
CPP \
0'�
CPP 9£LBOW
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
STING GRADE
INISHED
Lw
¢ $16m�
!
It v $
FINISHED GRAD
E
_jA
`\
335
13'x5' RCB
72'x5' RCB
335
335
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
oz 30 LF -
335
330
EXISTING
42" RGP
tP OP % BY OTHERS
AT' RCP 4$ 2
330
IY
[phone] at least t—ti, fourleun Prior to beginning any
a,
KA
zzz
340
of Meir construction.
vy
340
W x
610 DIP
II
335
()
WATER MAIN
2DZ
ONK"
335
325
not Inspected as a result of this notification failure.
EXISTING
325
SHOWN FOR CLARITY.
S
f GRADE
1
Permitted Plans on Job site. or any other Violation of City of
13'x5' RCB
u �LL
335
75+00
0
3
Now OR FDRYDiLr 0 NOW ON Fam LY
GERALD K. GRAHAM RICHARD S. WARR
AND WIFE a AND WIFE
RAMONA S. GRAHAM
> I KAREN 9ROYCE WARR
<
OB. 20DB 423 Pc 388
36 PG 210 ... BM 1985 PG 204
am 1965 PG 204 PIN 0783758357 i PIN 07'067R.
IR 3612 SWIFT R.
3700 SWOR.
R DR. D
I b
N T - PERMANENT PUBLIC
/ i
DRAINAGE EASEMENT
' I I
EASEMENT -BM 1965 P - 42 RCP INTO RCB.-
;` - r WJGHT GROUT SEALED
CONNECTION: SSE DETAIL — I
CB -18 F�7
B1-16
1 .
TIE 15- RCP TO RCB Will -�
WATERTIGHT GROAT SEALED 1�
CONNECTION (TYP). SEE I
DETAIL 2/S1
MICHAEL SKE I
AND
COURTNEY D. 'ERKE
DB.. 13903 PG 1 4
PIN 074LTJ35773
J7O7 SWIR OIL
SS
6' CPP
INV APPROX. 332.15
i
I
-\
CPP \
0'�
CPP 9£LBOW
80+00
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
Z
a
Lw
¢ $16m�
!
It v $
FINISHED GRAD
pL1e OK
`\
335
13'x5' RCB
72'x5' RCB
335
340
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
oz 30 LF -
340
1Wwu m W
C U
EXISTING
m ?N
z RCP ®169%
IY
[phone] at least t—ti, fourleun Prior to beginning any
15" RCP
zzz
340
of Meir construction.
LLj7-1
f rl V�7
340
W x
�a
II
335
()
y� �
2DZ
ONK"
335
n
Z L -LL
not Inspected as a result of this notification failure.
EXISTING
SHOWN FOR CLARITY.
FAILURE to cell for Inspecton, Install a Downstream Plug, have
f GRADE
1
Permitted Plans on Job site. or any other Violation of City of
13'x5' RCB
O
335
n�
335
O
EXISTING
x. a
SHOWN AS DASHED.
L_L_
15' RCP
<�>] WATER MAIN
J
16 LF OF
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO
WATER MAIN
15' RCP
EXISTING B' X 5' BOX CULVERT.N
330
C)
0.61
330
F, aZ
330
W
G
330
329
329
U
80+00
65 -DD
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
EXISTING
Lw
¢ $16m�
!
It v $
FINISHED GRAD
GRADE
`\
335
13'x5' RCB
72'x5' RCB
335
340
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
oz 30 LF -
340
1Wwu m W
C U
EXISTING
Cell before you lig
z RCP ®169%
IY
[phone] at least t—ti, fourleun Prior to beginning any
15" RCP
zzz
15-
of Meir construction.
LLj7-1
f rl V�7
330
W x
�a
a.m^
335
()
y� �
C 14.3
335
n
Z L -LL
not Inspected as a result of this notification failure.
rcn 0
SHOWN FOR CLARITY.
FAILURE to cell for Inspecton, Install a Downstream Plug, have
K to
Permitted Plans on Job site. or any other Violation of City of
<
O
n�
O
x. a
SHOWN AS DASHED.
L_L_
nzp 60DIP
<�>] WATER MAIN
J
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO
WATER MAIN
. tat2
EXISTING B' X 5' BOX CULVERT.N
330
C)
12' 0 DIP SANITARY
330
F, aZ
W
65 -DD
CONTRACTOR SHALL PROVIDE PROVISIONS FOR HOMEOWNERS
VEHICLE PARKING AND PEDESTRIAN ACCESS AT ALL TIMES.
CONTRACTOR SHALL PROVIDE TEMPORARY MAIL BOX KIOSKS FOR
HOMEOWNER USE AT THE LOCATIONS DETERMINED BY THE CfTY
PROJECT MANAGER AND SHALL PROVIDE ACCESS TO THE KIOSKS
AT ALL TIMES
CONTRACTOR SHALL PROVIDE ASSISTANCE TO INDIVIDUAL
PROPERTY OWNER WHOSE TRASH/RECYCLING SERVICE IS
DISRUPTED DURING CONSTRUCTION
SEE SHEETS C21 -C23 FOR CULVERT AND UTILITY GEOMETRY AND
SHEETS EC1-EC6 FOR GRADING AND EROSION CONTROL PUN
85+00
Public
Water Distribution / Extension System
The City of Raelah ceneenb IP tM aomeatbn and eetMe of the
g=was ,,u— as Mown en Mb Pm. TM met— and
meMMs — far Nle -pot shaX —I— to tM
etandwde and ptlfkolkne of the CH1le — un— Her—
Ott
.%.o
P— IMII. arP —
Ax w— h 0,—,
mh
Public
Sewer Collection / Extension System
the City of Rmegh aaneenta to the c..— and extenYon rf the
GlY• DaDlc sewer eyete, ae Mown M the Plan. The —xi and
Lonehuct an maMode used ler thb walxt Mal wnNrm to the
at.,e,rde and aaaciRwbma of Me Otis PYWk Ut1ItNe Hondl—,.
Cay of Mbgh
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
FINISHEDGRAGE
Lw
¢ $16m�
!
It v $
from future work In the Gay of Raleigh
EXISTING
GRADE
`\
335
13'x5' RCB
Pl0IE5:
335
z'mSw
�_W
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
oz 30 LF -
w
1Wwu m W
C U
esponsible for contectn9 the ENGINEERING SERVICES at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
Cell before you lig
z RCP ®169%
IY
[phone] at least t—ti, fourleun Prior to beginning any
CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION
15-
of Meir construction.
LLj7-1
f rl V�7
330
11111111NI/////
`�OQ,l 1 `100h,
d7�
SEAL r �_
�a
a.m^
330
()
lines, and require reinstalletkln of any water or sewer facllltles
C 14.3
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S)
ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT
n
Z L -LL
not Inspected as a result of this notification failure.
rcn 0
SHOWN FOR CLARITY.
FAILURE to cell for Inspecton, Install a Downstream Plug, have
CV
Permitted Plans on Job site. or any other Violation of City of
<
O
o
O
SHOWN AS DASHED.
L_L_
W
6"0 DIP
J
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO
WATER MAIN
EXISTING B' X 5' BOX CULVERT.N
325
C)
12' 0 DIP SANITARY
325
U
SEWER MAIN
G
w
85+00
Public
Water Distribution / Extension System
The City of Raelah ceneenb IP tM aomeatbn and eetMe of the
g=was ,,u— as Mown en Mb Pm. TM met— and
meMMs — far Nle -pot shaX —I— to tM
etandwde and ptlfkolkne of the CH1le — un— Her—
Ott
.%.o
P— IMII. arP —
Ax w— h 0,—,
mh
Public
Sewer Collection / Extension System
the City of Rmegh aaneenta to the c..— and extenYon rf the
GlY• DaDlc sewer eyete, ae Mown M the Plan. The —xi and
Lonehuct an maMode used ler thb walxt Mal wnNrm to the
at.,e,rde and aaaciRwbma of Me Otis PYWk Ut1ItNe Hondl—,.
Cay of Mbgh
Raleigh StandaN will result in a Fine and Possible Excitation
Pahk Nitta Deli — Perna /
AWNaNeon b DaMm�Y
Doh
DRAWN BY: JEW
Lw
¢ $16m�
!
It v $
from future work In the Gay of Raleigh
^ '
V
`\
ATTENTION CONTRACTORS
The Construction Contactor far the
Pl0IE5:
(D
z'mSw
�_W
responsible extension of
water, sewer and/or reuse, as approved in these plans, Is
1. SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS
1Wwu m W
C U
esponsible for contectn9 the ENGINEERING SERVICES at
[phone], and the PUBLIC UTILITIES DEPARTMENT at
Cell before you lig
S2
y z
[phone] at least t—ti, fourleun Prior to beginning any
CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
of Meir construction.
LLj7-1
f rl V�7
1 "-20' H
11111111NI/////
`�OQ,l 1 `100h,
d7�
SEAL r �_
FAILURE to notify both City Departments in advance of
beginning Construction , will result In the issuance of monetary,
SOME UTUTIES NOT SHOWN IN ENTIRETY FOR CLARITY.
`J
I
Q7
()
lines, and require reinstalletkln of any water or sewer facllltles
C 14.3
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S)
ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT
n
Z L -LL
not Inspected as a result of this notification failure.
SHOWN FOR CLARITY.
FAILURE to cell for Inspecton, Install a Downstream Plug, have
CV
Permitted Plans on Job site. or any other Violation of City of
<
O
Raleigh StandaN will result in a Fine and Possible Excitation
HORIZONTAL SCALE
DRAWN BY: JEW
20 0 10 20 40
from future work In the Gay of Raleigh
^ '
V
`\
1 INCH - 20 FEET
REVISIONS
Pl0IE5:
1
NO. DATE
1. SEE SHEETS C15-ClB SANITARY SEWER PLAN/PROFILE SHEETS
LLI
_>
Cell before you lig
FOR SANITARY SEWER DESIGN INFORMATION.
/
CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
2. EXISTING UnUTIES SHOWN IN APPROXIMATE MANNER ONLY.
LLj7-1
f rl V�7
1 "-20' H
11111111NI/////
`�OQ,l 1 `100h,
d7�
SEAL r �_
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
STORM WATER
SOME UTUTIES NOT SHOWN IN ENTIRETY FOR CLARITY.
`J
I
Q7
()
PLANNING
FIRE
URBAN FORESTRY
C 14.3
3. INSIDE AND OUTSIDE WALLS SHOWN FOR RCB(S) AND RCP(S)
ON PROFILE. SKEW WAS CONSIDERED IN LAYOUT, BUT NOT
n
Z L -LL
r\
SHOWN FOR CLARITY.
CV
<
O
4. ALL PIPE STRUCTURES TO NORTH SIDE OF RCB BASELINE ARE
O
SHOWN AS DASHED.
L_L_
W
J
5. EXISTING SMALL DIAMETER YARD AND ROOF DRAINS TIE TO
EXISTING B' X 5' BOX CULVERT.N
C)
6. ALL WATER SERVICES CROSSING ABOVE THE STORM WATER
U
CULVERT SHALL BE IN A CASING PIPE AND ENCAPSULATED IN
LI__I
RUBBER PLUMBING INSULATION TO 3 FEET BEYOND BOTH
U
OUTSIDE EDGES OF THE CULVERT.
Z
ON
7. SEE SHEETS C19 -C21 WATER PLAN/PROFILE SHEETS FOR
Q
]
z
WATER DESIGN INFORMATION.
Q:L
m���
Un z
LLI
C„
zCWa�
O
ILL
LLJ
GO
>
o
VERTICAL SCALE
(n �
o
2 0 1 2 4
LSI
1 INCH - 2 FEET
DATE: JUN
2017
HORIZONTAL SCALE
DRAWN BY: JEW
20 0 10 20 40
CHECKED BY: PLC
`\
1 INCH - 20 FEET
REVISIONS
1
NO. DATE
Know hats beloVIL
Cell before you lig
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
SCALE
CRY OF RAIEK.H - PIANS AUTHORIZED FOR CONSTRUCTION
1 "=2' V
Al Condruction must Min —danoe with dl Local. State. anti
Fedeel Rules and Requkkione
1 "-20' H
11111111NI/////
`�OQ,l 1 `100h,
d7�
SEAL r �_
TRANSPORTATION FIELD SERVICES
PUBLIC UTIUTIES
STORM WATER
PROJECT
PROJECT
-
• 042236
e;a;=
NiJNipVP�p
PLANNING
FIRE
URBAN FORESTRY
C 14.3
OF