20001137 Ver 4_401 Application_20180226

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• Amec Foster Wheeler Environment and Infrastructure
4021 Stirrup Creek Drive, Suite 100
amec Durham, North Carolina 27703
foster Phone: [phone] Fax: [phone]
wheeler
LETTER OF TRANSMITTAL a PAID
TO: Ms. Karen Higgins DATE: February 22, 2018
NC DWR, 401 & Buffer Permitting
Branch
512 North Salisbury Street PROJECT NO.: 6472-12-1160
Raleigh, NC 27604 PROJ. NAME: Laurel Hills Road Dam and Spillway Rehabilitation
SUBJECT: NWP 3 PCN Application
WE TRANSMIT TO YOU: HEREWITH UNDER SEPARATE COVER
SUBJECT: ACTION: SENT BY:
®DRAWINGS ❑FOR YOUR INFORMATION ❑MAIL
F] SPECIFICATIONS ®FOR YOUR COMMENT OR APPROVAL ❑CERTIFIED MAIL
❑CALCULATIONS ❑RETURNED FOR CORRECTION: RESUBMIT ❑EXPRESS
❑REPORT ❑APPROVED AS NOTED ❑COURIER
❑COST ESTIMATE ❑AS REQUESTED ®HAND DELIVERED
®AS NOTED ❑FACSIMILE:
pages (including transmittal sheet)
COPIES DATE DESCRIPTION
4 2/22/2018 Nationwide Permit #3 PCN Application
REMARKS: D (9 @ § 0 V
19
FEB 2 6 2018
D S
FF PERMITTING
CC:
By:
Witherspoon, LSS, PWS
Senior Ecologist
Direct Phone: [phone]
CONFIDENTIALITY NOTICE: This message is intended only for the use of the individual or entity to which it is addressed, and may contain information that is
privileged, confidential, and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, or the employee or agent responsible
for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited.
If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal
Service. Thank you.
If transmission is not received in good order, please call Josh Witherspoon at [phone]
DocumenC Form Revised 10118102

w
Y
amec
foster
wheeler
February 22, 2018
Ms. Karen Higgins
N.C. Division of Water Resources
401 and Buffer Permitting Branch
512 North Salisbury Street
Raleigh, NC 27604
RE: Pre -Construction Notification — NWP 3
City of Raleigh Laurel Hills Dam Road and Spillway Rehabilitation
Raleigh, North Carolina
Dear Ms. Higgins:
Enclosed is a Pre -Construction Notification (PCN) application for the above referenced project
located on Laurel Hills Road in Raleigh, North Carolina. In accordance with Section 404 of the
Clean Water Act (33 USC 1344), The City of Raleigh Engineering Services Department -
Stormwater is requesting authorization for a Department of the Army Nationwide Permit (NWP)
#3 to disturb Waters of the United States as part of the Laurel Hills Road Dam and Spillway
Rehabilitation project.
The Laurel Hills Dam Road and Spillway Rehabilition project was issued a NWP No. 3 in 2000, a
re -issued NWP No. 3 in 2008 by the USACE, Wilmington District (USACE Action ID 200620183),
and re -issued a NWP 3 in 2012 by the USACE (Wilmington District (USACE Action ID SAW -2012-
01739). The most recently issued NWP 3 expired on November 9, 2017.
Please find enclosed the PCN application along with supporting documentation and drawings.
If you have questions regarding this PCN application, please contact Mr. Josh Witherspoon at (919)
381-1402 or Mr. Jeff Mann at [phone].
Sincerely,
Amec Foster Wheeler Environment & Infrastructure, Inc.
Josh Witherspoon, LSS, PWS
Senior Ecologist
Attachments: NWP 3 PCN Application and Permit Drawings
FFE2 6.2018

Office Use Only:
Corps action ID no.
DWQ project no.
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 or General Permit (GP) number:
1c. 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):
❑X 401 Water Quality Certification — Regular ❑ Non404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval Is not requlred?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ 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.
❑ Yes ® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
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:
Laurel Hills Road Dam and Spillway Rehabilitation
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
Laurel Hills
2e. NCDOT only, T.I.P. or state project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
John Phelps, Charles Grantham, Robert Donaldson, Douglas Alexander
3b. Deed Book and Page No.
DB 9319 / PG 2091, DB 6391 / PG 0033, DB 13801 /PG 2468, DB 2557/PG 0598
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3905 Rhododendron Drive, 5849 Lease Lane, 17 Moortown Ct, 4403 Laurel Hills Rd.
3e. City, state, zip:
Raleigh, NC 27612; Raleigh, NC 27617; Durham, NC 27713; Raleigh, NC 27612
3f. Telephone no.:
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:
❑ Agent ❑X Other, specify: City of Raleigh Employee
4b. Name:
Richard Kelly, PE - Engineering Services Director
4c. Business name
(if applicable):
City of Raleigh, Engineering Services Department
4d. Street address:
PO Box 590
4e. City, state, zip:
Raleigh, NC 27602
4f. Telephone no.:
919-996-5576
4g. Fax no.:
919-807-5573
4h. Email address:
Richard. [e-mail]
5. Agent/Consultant information (if applicable)
5a. Name:
Richard G. "Dicky" Harmon (Senior Associate Scientist)
5b. Business name
(if applicable):
Amec Foster Wheeler
5c. Street address:
4021 Stirrup Creek Drive, Suite 100
5d. City, state, zip:
Durham, NC 27703
5e. Telephone no.:
919-381-1366
5f. Fax no.:
919-381-9901
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
0785895587, 0785893872, 0785892984
1b. Site coordinates (in decimal degrees): Latitude: 35.83673859 Longitude: 78.7021
1c. Property size:
11.8 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Unnamed tributary to Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
Crabtree Creek C; NSW
2c. River basin:
Neuse
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:
Hester Pond is located in a developed residential community (Laurel Hills). There is an existing public road (Laurel Hills Road) along the top of the
dam. During large rain events, the dam has been overtopped and damaged due to an undersized and inadequate spillway.
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: 210
3d. Explain the purpose of the proposed project:
To construct a new cast -in-place reinforced concrete spillway to convey flow in accordance with State Dam Safety Standards.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Laurel Hills Road Dam improvements will Include a new spillway structure that will meet State Dam Safety standards. See attached drawings.
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; Action IDs: 200620183, SAW -2012-01739
4b. If the Corps made the Jurisdictional determination, what type
of determination was made?
PreliminaryX❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Unknown - performed prior to 2002
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Prior to 2002
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
MYes []No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
A NWP 3 was issued in 2000, NWP 3 reissued in 2008 (Aciton ID 200620183), NWP 3 reissued in 2012(Action ID SAW -2012-01739.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes X❑ No
6b. If yes, explain.
NIA
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X Streams — tributaries ❑X Buffers ❑X 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
W1 -
Choose one
Choose one
Yes/No
0
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:
0
2h. Comments:
No wetland areas will be impacted during the authorized activity.
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 T Channel Stabilization UT to Crabtree Creek PER Corps 5 210
S2 Choose one
S3 - Choose one -
S4 - Choose one
S5 - Choose one - -
S6 - Choose one
3h. Total stream and tributary impacts 210
3i. Comments:
Construction activities will be limited to approximately 120 feet upstream of the existing earthen dam, through the existing dam, and to approximately
100 feet downstream of the existing dam. The proposed project disturbance beyond the existing dam embankment Is associated with pond
dewatering (upstream), construction of the new spillway structure, and construction of the spillway outlet structure and erosion control measures.
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 Individually 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 T
Hester Pond
Temporary Stormwater Structures
Pond
0.540
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0.540
4g. Comments: The lake will be drained for construction activities and refille upon completion and Dam Safety approval.
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. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded Filled Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
Si. 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 you MUST fill out Section D of this form.
6a. Project is in which protected basin?
© Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zane 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
81 T
Channel Stabilization
UT to Crabtree Creek
No
9256
3843
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
9256
3843
61. Comments: The City of Raleigh considers the work associated with this project as maintenance of an existing dam facility and is exempt from
mitigation requirements.
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.
This project is for the sole purpose of meeting Dam Safety requirements for this classification of dam. Because the existing outlet device is
undersized, the dam has overtopped on numerous occasions and has had to be repaired. The proposed rehabilitation work on the dam will include
adding new riser and outlet pipes and upstream and downstream erosion/water control devices and energy dissipator.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see the attached site drawings with specific details of the proposed activities and construction techniques, including the implementation of
Best Management Practices.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X 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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Sank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
N/A; No mitigation required due to maintenance of an existing facility.
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: N/A; No mitigation required due to maintenance of an existing facility.
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; No mitigation required due to maintenance of an existing facility.
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
❑ Yes X No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(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).
N/A; No mitigation required due to maintenance of an existing facility.
6h. Comments: The City of Raleigh considers the work associated with this project as maintenance of an existing dam facility and Is exempt from
mitigation requirements.
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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Stormwater discharge from the lake will be conveyed through the new spillway (riser and barrel) and
❑ Yes ❑X No
directly into the stream. Stormwater will not be discharged to the buffer, alleviating the need for diffused
flow
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 oda
2b. Does this project require a Stormwater Management Plan?
❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The roadway across the dam will be reconstructed upon completion of the spillway improvements. Stormwater within the roadway will be captured
and discharged to the pond,
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
N/A
2e. Who will be responsible for the�revlew 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: NIA
3c. Has the approved Stormwater Management Plan with proof of approval been
El 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)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑x Yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes © No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. 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
❑ Yes ❑ No
letter.)
No requirement for preparation and submittal of NEPA and/or SEPA documentation.
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 Wetiand Standards,
El Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
El Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
[� 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.
NIA
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.
This project will not generate wastewater.
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 QX No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
El Yes QX 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?
Inspection of online GIS data and mapping from the U.S. Fish & Wildlife Service, Raleigh Ecological Field Services Office web site. Inspection of
online GIS data and mapping from the North Carolina Natural Heritage Program.
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?
Inspection of online GIS data and mapping from the South Atlantic Habitat and Ecosystem IMS web site and the South Atlantic Fishery Management
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
F1 Yes X❑ 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?
Inspection of online GIS data and mapping from the North Carolina State Historic Preservation Office web site (GIS web service)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes © No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Inspection of online GIS data and mapping from the Floodplain Mapping Information System (FMIS) - NC Floodmaps web site.
C
Appllcant/AgenVs Printed Name
Applican enrs Sign
Date
(Agent's signature Is valid only If an authorization
letter from the applicant isprovided.)
Page 10 of 10

NC DAM ID NO: WAKE -318
Vicinity Map SCALE NTS O
eaocwt>ab"° SITE
� 6
.fiMy� f�E77A
F�C.FIA°HT
UBLIC IMPROVEMENT QUANTITIES
PUBLIC WATER 321 (EF)
PUBLIC SEWER 572 (LF)
PUBLIC STREET 623 (LF)
PUBLIC SIDEWALK 498 (LF)
NOTE.
L WATER SHALL NOT BE &POUNDED PRIOR TO ISSUANCE 0£
APPROVAL FROM THE DI1414/011 OF LAND RESOURCE
2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITII ALL CITY OF
RALEIGH STANDARD AND SPECIFICATIONS AND NCDOT IF APPLICABLE
LA UBEL DILLS ROAD DAM & SPILL WA Y
REHABILITA TION PROJECT
CITY OF RALEIGH PROJECT NUMBER SM2016— 0008
P DWA Sha
RIGHT OF WAY OBSTRUCTION NOTES
• LANE AND SIDEWALK CLOSURES OR
DETOURS: PRIOR TO ANY LANE OR SIDEWALK
OBSTRUCTION, THE CONTRACTOR OR
ENGINEER SHALL SUBMIT A TRAFFIC
CONTROL AND/OR PEDESTRIAN PLAN ALONG
NTH
A RIGHT-OF-WAY SERVICES
APPLICATION TO REQUEST THE OBSTRUCTION
FRIOR TO THE START OF WORK.
RI GHTOFWAYSERVICESCRALEIGHNC.COV FOR
APPROVAL
• THE CITY OF RALEIGH REQUIRES AN
APPROVED RIGHT-OF-WAY OBSTRUCTION
PERMIT FOR WORK ON ANY PUBLIC STREET
OR SIDEWALK AND NCDOT ROAD WITHIN
RALEIGH'S
JURISDICTION.
• ALL TRAFFIC CONTROL SIGNAGE AND
PRACTICES SHALL ADHERE TO THE MANUAL
iDN UNIFORM TRAFFIC CONTROL, AND THE
LATEST EDITION OF THE NCDOT "STANDARD
SPECIFICATION FOR ROADWAY STRUCTURES',
NCDOT ROADWAY STANDARD DRAWING
MANUAL". AND THE NCDOT SUPPLEMENT TO
THE MUTCD.
• ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE
To PEDESTRIANS WHO AREVISIBLY IMPAIRED
AND/OR PEOPLE WITH MOBILITY CONCERNS.
EkI- ING AND ALTERNATIVE PEDESTRIAN
ROUTES DURING CONSTRUCTION SHALL BE
REQUIRED TO BE COMPLIANT WI1"H THE
PUBLIC RIGHTS OF WAY ACCESSIBILITY
GUIDELINES (PROWAG), THE ADA STANDARDS
FOR ACCESSIBLE DESIGN AND THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD)-
• PRIOR TO THE START OF WORK, THE CLIENT
SHALL SCHEDULE A PRO -CONSTRUCTION
MEETING WITH THE ENGINEERING INSPECTIONS
COORDINATOR TO REVIEW THE SPECIFIC
COMPONENTS OF THE APPROVED PLAN, AND
ENSURE ALL PERMITS ARE ISSUED.
• ALL PERMITS MUST BE AVAILABLE AND
VISIBLE ON SITE DURING THE OPERATION.
prepared for. -
J CITY OF RALEIGH ENGINEERING
SERVICES DEPARTMENT STORMWATER
MANAGEMENT DIVISION RALEIGH,
NORTH CAROLINA
"EC FOSTER WHEELER JOB # 6472-12-1160
CARRIE MITCHEL4 CITY OF RALEIGH PROJECT MANAGER
P. 0. BOX 590
RALEIGH, NORTH CAROLINA 27602
[phone]
PREPARED BY
AMSC FOSTER WHEELER ENVIRONMENT &
INFRASTRUCTURE, INC. DURHAM, NORTH CAROLINA
TIM" Pfsns = supplemented by
"106"ts Construction Spe"f".tiow
RUFFIN L. HALL
City Manager
_..—..—
ISSUED FOR PERMITTING
NANCY MCFARLANE
Mayor
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EB 2 6 2018
Index
Sheet Rev. Description
C-1
0
Existing Condition
C-2
0
Demolition Plan
C-3
0
Site Plan
Erosion/Sediment Control &
C-4
0
Initial Grading
Erosion/Sediment Control &
C-5
0
Temporary Grading
Final Grading &
C- 6
0
Utility/Roadway Repair
C-7
0
Street Layout and Profile
Plan
C-8
0
Storm Se wer Design Profile
and Details
C-9
0
Gabion Wall Plan, Sections
and Details
C-10
0
NPDES Sta biliza tion Plan -
Phase I
C-11
0
NPDES Stabilization Plan -
Final
D-1
0
Section/Details
D-2
0
Riser Box Construction Details
D-3
0
Slide Gate Assembly & Outfall
Endwall Details
D-4
0
Erosion Control and
Construction Details
D-5
0
Typical Details
U-1
0
Utility Plan
U-2
0
Water Supply and Sanitary
Sewer Details
Easement Map and Right of
ROW -1
0
Way Plan
T-1
0
Traffic Control Plan
T-2
0
Roadway Stripping and
Signage Plan
PROJECT No. 289246
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1 1 IXSTNG EO' COR SS EASEMENT 1215 ` ALLUVIAL SOIL mom,
I 1 BOOK 1993 PG MENS J FLOODPLAIN BOUNDARY
1. ALL CONSTRUCTION SHALL IF W ACCORDANCE WITH ALL CITY Cl RALEIGH STANDARD AND
I
SPECIFICATION AND NCDOT K APPLICABLE-
SSMN 2, CONTRACTOR SHALL MAINTAN INGRESS AND EGRESS FOR ALL DRIVEWAYS, OR MAKE
eTDP-278.34• ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY LOCATIONS PRIOR TO CLOSING THE ROAD.
1 !� NV IN(5)�270.46'
3. THE UNDERGROUND I TIGS T SHOWN HAVE BEEN LOCATED THE FIELD SURVEY INFORMATION
NO
INV IN(11nmE72.95 AND EXISTING DRAW NGS- THE ENGINEER, SURVEYOR, AND THE CITY OF RALEIGH MANE NO
INV OUT(s).268.74• e q
1 ° R 4 a � 1 ,o GUARANTEE THAT THE UNDERGROUND ABANDONED.
SHOWN COMPRISE ALL SUCH UTILITIES IN THE
p / A--�LLAU-REL
AREA, pFUR E SERVICE W ABANDONED. THEENGINEER, SURVEYOR, AND TTA GTY OF
/FNOURALEIGH FURTHER U NOT WARRANT T/A7 UR TELY A POS BLE F S THE ARE M THE
+. E%ACT LOCATION BUT ARE SU VE AS ACCURATELY AS PO ALEIG FROM THE IPHYSIC nLYLOT ! 4 � IYBER/$lEP ZONE i INFUSE RI AVALLABLETIE ENGMEER, SURVEYOR, AND TILE tlTY OF RALFIGI HAVE NOT PHYSICALLYLOCATED THE UNDERGROUND UTILITIESCONTRACTOR MUST CONTACT NC ONE CALL AT
4103�REL.RbCLARKl AD > /Ff ,PATI j BUFFER LINE �P1-800-632-4949 TO LOCATE UNDERGROUND UTILITIES.REAL ESTAIE b:0013610 ZONE 1 R LINEF ! `-❑'T_ZONE 2 NEUSBRIVER BUFFER LINE A RIVER BU7 UNE _toT ! 3 ,l 2� / sRVEY MOTE
AL 4401 LAUREL ILLS ROAD G P ! ® N / I a / LAYOUT FOR BASELINE DRAWNG BASED ON THE SUR EY
REAL ESTAR D: 0015607 ti / /, (tom C I I
COMPLETED 31 BY MCNN k CREED. PA DATED APRIL 8. 2010 AND
CONI STORM STRUCTURE 41
TOP -32133- 1 P b !' / 18'BEEOI E AUGUST 3[,2015.
_ = N(TO BOTFOM)<320.18'
_ FLOODWAY FRINGE It IPF ' a
ZONE 2 NEUSE E 2 18
'I'POPLAR
0 I '
MS .L RIVER BUFFER UNE ASN./{(,•�q�Y 2 POPLAR ^8 ; j I I DOUGLLOT
AS Al _ & CA.TEN tv $ _ h , I 4403 LAUREL HILLS ROAD
BST 2 UNE - - e��`GGGyII11 ! 'o >'r REAL ESTATE 11):0045064 I
NEXT WATER VALVE I5"RCP \\
_____-_ ) /' 15'RCP STEP53 0. ( �T RAE. ` N15"DEECMo II
LOCATION: INTERSECTION -' INV�32t.94' ',5� INV�31S09'm d � � O '
OF WOODBINE RD. ! - "Z—!7-7
-LAUREL HILLS RD. --- "'�,~- -_% -- \ �. + a S;' 8'CPP
PATH INV -270.201 RCP dIMBER/
AREA 4`
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Sp
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WILLS ROAD W305.5a'
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POND
-----_
=--�__ EXISTING SANITARY SEVER LINE � -------
--G----
_ __
' ". PKF(NOT SET BY MkC) �- - ,.y� ' ------------ _---- __ \ o
— RW — EXISTING OVERHEAD ELECTRIC UTILITIES AND CABLE ' POND t0'YIiRG3 ` �`''DL� F__ NEXT WATER VALVE `o
====BS'l EXISTING UNDERGROUND TELEPHONE AND CABLE TV LINES _ _ '4S
— IM UNKNOWN UTILITY APPROXIMATE F11D OFD \\A gy 1 `-~ -"- _ -_' --r o'f \ OF RHODODENDRON DR. `
—W— EXISTING WATER LINE Mal
tlRD LOCATION: INTERSECT ON
SSMM
a E�`'y k LAUREL HILLS RD. 5 INOI
RIGHT OF WAY 1 gg5•p0 \`4'.�( �i1, 24 INV IN
—-— PERMANENT CONSTRUCTION EASEMENT I Y / ?95.pO 12"lY1KM`�iII OroaarR'4• --{— �.�...,s `S- SSMH �m �mY"
—�—e—� SANITARY SEWER EASEMENT I fi�°U ro I TBM FOUND�_IN(E)�2,
TEMPORARY CONSTRUCTION EASEMENT .2.90.007 ``— 0� 298.63•
/° 1U5 12' Y MM0"S SETSPIKE IN PP ),°� 4, NV OUT(N)-29B6 _
LIMITS OF DISTURBANCE A POND DRAINAGE STRUCTIRE �Z
E%ISTMG GUARDRAIL (REB CAIS) \
EDGE OF PAVEMENT POND / / FOR DEBRIS C 24' RCP t12 _ `� e1E� te'P �\e "�
GUY WIRE E%ISTNG NORMAL POOL 15PrF
CENTERLINE OF ROAD AND NEW NORMAL POOL P ! POND IN 24'
< _ l \ \� \�\m
AT ELEVATION 299.51' / LOT IF 6 285.00\�e' e'F`2o'I'INE \a
LUIS OF MOUNTAIN LAUREL �Y CNARLiS GRANTHAM / -
E WATER'S EDGE IN POND I Q / ° 3909 RHODODENDRON ROAD s• �m I ` IS'VNVi -0' ` �� 55MH
i wAIOWK vi REAL ESTATE ID: 0063504
EXISTING MANHOLE I 1.
j EXISTING VALVE I NV OUT(W)92.19'
INV OU7(W)-299.09'
.q1^y(� FIRE HYDRANT IF Q �1 3p5 O0
ow POWER POLE POND A \
M ox
All f 00
CONTOUR LINE 1 '00
Z PROPERTY UNE
— — —APPROXIMATE END OF DAM I C / - APPROXIMATE END OF
WE PROPOSED STORMWATER DRAINAGE EASEMENT
A¢ — ALLUVIAL SGL FLOODPLAIN BOUNDARY 6 /
i< FF FLOODWAY FRINGE
EXISTING CONDITIONS
PROJECT No. 289246
EHSSAN \a /a 4vCARO''Vy LAUREL HILLS DAM fO1C MIWTRlVlWA/FROVA
9 �m1 \o,/% tfOp'LGFE5sl0 <iy',y RALEIGH, NORTH CAROLINA cmanAfew-PlNewncll�owRcaslwc=
¢ • � � , . ..- 1 ` ��+�' a< � g r { �, moo. ��.. �q ®•m.... �..,..
DRAWN: MAR
$� H-INE� P=i OFT CHECK: JAN . TRAN6PORTATION FELO9ERVICEs
a, fY A•
ENG CHECK: JAI 1BOSter PLBLIL UTKITIEB
9APPROVAL' JAM Wheeler tnaRMwATER
2 09/29/201 DMS I JAM I ISSUED FOR BID r.'.cFurWrr6wa.�.wA eVr.rw.e Nc
4 DATE: SEPTEMBER 29, 2017 -15TMRIMGI®tORnE SUITE too �� 0
3 1 05/05/201 MAR JNA ISSUED FOR BID TEL�� 119ro s1�NOGFSMT11 0))39[ -Vent FIRE
20 10 0 20 40 SCALE: A$ SHOWN LM:EI6URE N�BI9: F.—M000QODY G3�x
GRAPHIC SCALE - IN FEET O 12/18/2016 DYS JAM REV 0 -FOR RENEW REFERENCE DWGS: JOB NO. DWG NO. URBAN FORT TRY
REV. DATE BY APPR DESCRIPTION 6472-12-1160 C-1 BOE Acce101ma m

Is -I�'�� c 1 I-- ALLUVIAL saL I I
I 0 �w'. FLOODPLAIN B.-; RY
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• a71 i
} RIZONEU
VER BUFFEREU § ZONE 2 NEUSi
I ' N: 759913.2077 111��� - L RIVER 8 UNE
A'1 jE: 2088074.9860 • 9 / / ` •o,------
- ��e d MOUNTAIN LAVREL
yyy LIMITS OF
ROAD DEMOLITION / J I TO RETRAIN
EXISTING 5TIX1M ' IT SING SR I ARIB 1■ r+
GWS�UPN'E T0AND I REMAIN i !/ DIP TO RE?IAIN 13
' I
' a
759910.9025
2 093.3977 -+ /� OI
ZONE 2 NEUSE �/-POPLAR 4 -POPLAR I
]NO 1 2 O RIVIIt BUFFER UNE
15 I�"VII
---------------
P BST 2 LIN`ES�==z ,! W 11 / /
NEXT OD _ ___4 _ J,.' \` - STEP y 1 OFLOODWAY FRINGE / / -BEEcn I�
LOCATION: INTERSECTION ,h \ a / I` \
ON WOODBINE RD. i = � \
N. 75890 ' q 14
`E: 2088039.83139.831 4
---------- ROAD DEITOLITON , , � �j u � u � 6 ♦ � a �, I
N: 75 881.8628
E 2 36.2168 \ w`w .�_ _ _� 1 SA ♦� ♦ tn'
-- - _ w`"'" ♦ lT/ ti�N - a"• �` (y ' ♦' FLOOOWAY FRINGE I
El WATER TINE CN w T 13 ` 1 4 _ ` Tui
REMAIN ` R 188 f(z2) `
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PPS— _\ •� Y ]OAK RCP PIPESTO
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1 16'RRE f2�R� `
--�G —�` V EXISTING PSNC GAS UNE (MAIN) �r a�aq� � 4' 1 A.
EXISTING SANITARY SEWER LINE •y\y '� �e pP
EXISTING OVERHEAD ELECTRIC UTILITIES AND CABLE I _
===QST-=== EXISTING UNDERGROUND 177.EPH. ANO CABLE TV LINES- 3 5 EXISTING SANITARY
UNKNOWN UTILITY r— q` � - 14 TO B' DIP TO REMAIN -
----W— EXISTING WATER LINE
_____. RIGHT OF WAY I i `eV —O ¢ 2088551.0 B8
- — - PERMANENT CONSTRUCTION EASEMENT _
EXISTING SANITARY SEWER EASEMENT I \ 2 3 14
EXISTING GUARDRAIL POND +. 4 14
ypUv (N T 1 11 1 LIMIT DEMOLI
EDGE OF PAVEMENT
1 GUY WARE
G6RB CENTERLINE OF ROAD A ROXIMATE END OF DAM , 9 _ 8 1 \
•^^ EXISTNG MANHOLE 1 14 21 I P S IT N W'N: INTER�fn,
Y EXISTING VALVE I • / 12 IT+FE - I. —P �,AFyWYQJIN EROfTGR.
FIRE HYDRANT d' I 1 4 M FWy NyO k LAUREL HILLS RD.
WIB MAILBOX 14 I 4PIRE IN��.PP�.� `„ P E 2088549.3877
OPP POWER POLE If SET B 111L1t5) �' N: 759716.3873 _
O DEMOLITION NOTE DESIGNATOR O14 P w
UMTS OF MOUNTAIN LAUREL / / 2 3 14 1 TER LINE
LIMITS OF DISTURBANCE bn POND /(mow 1�1
9W9� 9WA� PROPERTY UNE I • ' I 5 W,�� '7 ` w gpT'NE IN L7(IS` SN�w
W� v9W� TEMPORARY CONSTRUCTION EASEMENT I / SOE JREMAINS
/ 1 J/ I q "• I TO
REMOVED STRUCTURES// REL TFD TO BE • / I xi 6/ o i I �p 1YEI
® ASPHALT TO BE REMOVED I j Lf `I
CONSTRUCTION SEQUENCE / POND rt1
— — _ APPROXIMATE END OF DAM
I. PUMP AND REMOVE THE WATER STORED WILL PWD, THE POND SHAH BE DRAINED AT 2 RATE RE GREATER • SCI — /
SDE PROPOSED OIL FLOATER DRAINAGE EASEMENT THAN 1 FOOT PER DAY. THE WATER wLL BE DISCHARGED THROUGH THE EXISTING 24 -RCP REINFORCED / / SDE / APPROXIMATE END OF DAM
ASF ALLUVIAL SOIL FLOODPLAIN BOUNDARY CONCRETE PIPE LOCATED NEAR THE EAST END OF 114E EXISTING DAM. SEE DWG C-4 AND p-4. SDE %
FF FLOODWAY FRINGE 2, INSTALL SIGNAGE PER DRAWING T-1. S
Q TREES TO BE REMOVED • / g
3. RELOCATE MAILBOX FOR RESIDENCE LOCATED AT 1401 AND 4403 LAUREL HILLS ROAD, BASED W COORDINATION ^1 '
>/= 10' DBH W11H NOME OWNER.
4. SANITARY SEVER CONNECTIONS WILL BE TERMINATED AND THE SEWER REROUTE PUN WILL
1 TREEINE 70 BE REMOVED BE IMPLEMENTED. AS (`
DIRECTED BY THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT. d
O DEMOLITION NOTES 5. DISCONNECT AND REER
MOVE THE WATMAIN CROSSING THE EXCAVATION IN ACCORDANCE WITH THE DETAILS
SHOWN ON DRAWNG U-2. CONTACT PUBLIC UTILITIES DEPARTMENT (919-996-2797) TO TURN WATERMAIN /
2 LAUREL HILLS DRIVE ASPHALT PAVEMENT TO BE DEMOLISH AND VALES ON AND OFF.
ODEMOLISHST
PROPERLY DISPOSED.
6. THE NATURAL GAS. TELEPHONE AND CABLELINES WILL BE RELOCATED BY OTHERS R 70 CONSTRUCTION
O WDEMOLISH RAIL 70 BE DEMSH ANO PROPERLY DISPOSED. OR DURING EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONCURRENT
WRIER UNE PIPE TO BE DEMOLISH AND PROPERLY DISPOSED. CONSTRUCTION DIRECTLY WITH THE CITY OF RALDGH AND UTILITY OWNER RFFRESENTAYVES.
7. REMOVE EXISTING 24 -RCP POND DISCHARGE PIPE.
OTRAFFIC SIGN TO BE RELOCATED.
S 6. REMOVE EXISTING 8 -INCH DRAINS LINES FROM NORTHERN SLOPE OF EXISTING DAM. \
POND DRAINAGE STRUCTURE FOR DEBRIS COLLECTION AND 24' RCP q m,
©PIPE TO BE DEMOLISH AND PROPERLY DISPOSED.
1. /
MAILBOX TO BE RELOCATED %e
- ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH STANDARD AND SPECIFICATIONS a,
AND NCDOT IF APPLICABLE. „
QSAMTARY MANHOLES AND B' DUCnIE IRON PIPE TO BE DEMOUSH _
AND PROPERLY DISPOSED. 2. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL DRIVEWAYS, OR MAKE ARRANGEMENTS FORm��� r`"1(M C'A REI "o,•
ALTERNATIVE DRIVEWAY LOCATIONS PRIOR TO CLOSING THE ROAD. \m -�m� / Q FESs/O C, •' DEMOLITION PLAN
OGAS UNE TO BE RELOCATED BY OTHERS. �•'" �,� q ° e 0 ?� Z s PROJECT No. 289246
3, TREES. BUSHES, AND VEGETATION ON UPSTREAM SLOPE OF DAM ARE TO BE REMOVED. TO THE 1 �c •� / Q <T yLAUREL HILLS DAM
DEMOLISHOSI EXISTING WALLS TO BE DEMOLISH AND PROPERLY DISPOSED. APPROXIMATE ENDS OF 114E DAM AS SHOWN AND AS DIRECTED BY THE QTY OF RALEIGH. RALEIGH, NORTH CAROLINA
10 COMCMIMMIN TIItylyF AEMOVK
GTYp RNEIb1.liANB AUlNptltm F011 CON611AUCnGN
CONC5. CONTRACTOR T REPLACE THE EXISTING WARD FAIL AS REWIRED FOR CONSTRUCTION AND REPLACED
REU
TE DITCH, HEADWALL AND 15' RCP PIPE TO BE DEMOSH 4. REMOVE ASPHALT AND TREES AS SHOWN ON DRAWING.
AND PROPERLY DISPOSED. As 1 3111 ' e _
M1`G114E�G t'�
11 AFTER CONSTRUCTION IN ACCORDANCE WITH CURRENT NCDOT SPECIFICATIONS FOR ROADS AND 4 po` DRAWN: MAR •O"m^"'"'°"'""^' ...,,,.. "iOO1 "^MO1=""•`
O IELEPHWE AND CARIE LINE TO BE RELOCATED BY OTHERS. R �•o'
STRUCTURES OR AS DIRECTED BY THE CITY OF RALEIGH.
RIP RAP AREA TO BE REMOVED. ,•xxxP`•••V . TRANSFORTATION FEU) SERVICES
DFT CHECK: JAM
12 6. TIMBER STEP PATH SMALL BE PROTECTED WRING CONSTRUCTION ACTIVITIES. DAMAGED STRUCTURES SMALL
O
BE REPAIRED A7 NO COST TO THE CITY OF RALEIGH. ENG CHECK: JAM PUBLIC UMDIES REMOVE ON DAM SIDE OF CHANNEL WHERE NEEDED, BUT 3 2/13/4010 DMS JAM ISSUED FOR BID {05
13 CULT NTHH APPROVAL OF THE CITY OF RALEIGH URBAN FORESTRY 7. A STAND-ALONE PERMIT IS REWIRED TO REMOVE TREES IN THE PUBLIC RIGHT ON WAY. CONTACT URBAN APPROVAL: JAM WIIBl�Fl BT➢RIAWAT6T
INSPECTOR. FORESTRY INSPECTOR DWG WHITE (919-996-4855) TO OBTAIN PERMIT. 2 09/29/201 DMS I JAM I ISSUED FOR BID A9W9F9rrvnw Env9W911W%W W9W91WAvw. We.
E%ISnNC TREE UNE TO BE REMOVED AS NOTED FOR DATE: February 15. 2018 19:1etOgVE 9UDE IW 0.AFNM020N9A
14 SURVEY NO 20 10 0 20 40 1 03/03/201 MAR JAM ISSUED FOR BID SCALE: AS SMOVM Td 919 EIIB FIMF] 1 >slCdlT FIRE,
GRADING/ROADWAY IMPROKMENIS UNLESS OTHERWISE NOTED. .N�..
15 CCP 8.0 PIPE TO BE DEMOUSHED 2010 AND AUGUST 0RSWING BASED ON THE SURVEY COMPLETED BY MCKIM k CREED, PA DATED APRIL 8, GRAPHIC SCALE - IN FE 0 12/16/2010 DMS JAM REV 0 - FOR REVIEW REFERENCE DWCS: JOB NO. DWG N. IMBANFOREBTRY
REV. DATE BY APPR DESCRIPTION 6472-12-1160 C-20 BTIEACTE986ET'

e b
' o-5
f
I 6+33
E ..
Q DITCH `"
III
O
o-CUftO END !G_
2
GUTTER END 4 URE(
R
h
A( 7'N k'MY�b
5*2i
SSMH-2
WDARD SAFETY
HANDRAIL-
EN
! -I
D-5
/
a.O Ductile Iron
°e \ v • �•�
-CURB EN \Q� `L N
EXISTING DRAINAGE O CLE M DI RIP \ \y
RAP. CONTRACTOR TO CLEAN DITCH.
REMOVE THE EXISTING ROCK CHECK A
DAM, AND CONSTRUCT A NEW ROCK
CHECK DAM T A LOCATION TO BE
DETERMINED BY THE qtt OF RALEIGH.
eSTANDARD SAFETY
NDR IL
D-5 HANDRAIL \ J
^ f
I _
12' RCP TO POND
e\^•INV. GLV. 299.7' r
2 GUARIVAIL No
0_ 5 UNIT FOR LOW SP
APPLIT.A'
INDIES
1, ALL WORK SHALL BE IN ACCORDANCE NTH CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS. APPROXIMATE
2. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION. REFER TO RAUDGH STREET DESIGN MANUAL' AND CONTACT PUBLIC END OF DAM
WORKS DEPARTMENT STAFF FOR FURTHER GUIDANCE.
3. ALL SIGNAGE SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS.
4. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE CITYS PUBLIC WORKS
DEPARTMENT/YRMNSPORTATON OPERATIONS DIVISION TO RENEW THE SPECIFIC COMPONENTS OF THE PLAN AND OPERATION OF THESE
FACILITIES DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES THE OBSTRUCnON OF A
SIDEWALK, TRAVEL LANE OR FULL STREET FROM THE RIGHT-OF-WAY SERVICES PERMITTING COORDINATOR AT 919-996-2483 OR
"LoSALNO LESS THAN FORtt-EIGHT (48) HOURS IN ADVANCE OF LANE
CLOSURES, AND NO LESS THAN TWO (2) WEEKS IN ADVANCE OF STREET CLOSURE
6. THE CONTRACTOR MUST CONTACT THE PARKING SECTION 919-996-4047 OF TRANSPORTATION OPERATIONS IF ANY WORK VEHICLES OR
DUMPSTERS WILL OCCUPY PARKING SPACES.
7. NO PLACEMENT OF EQUIPMENT OR MATERIALS IS ALLOWED OUTSIDE OF THE APPROVED AREA.
8. THE SIDEWALK AND PAVEMENT SHALL BE FREE AND CLEAR OF DEBRIS AT ALL TIMES.
e 9. ALL SIDEWALK5 ARE PUBLIC AND MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE NTH MWIUTY
DISABIUTES. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO BE CDMPUANT WTH THE
PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVISES (MUTCD).
10. CONSTRUCTION FENCING SHOULD NOT ENCROACH INTO THE PUBUC RIGHT OF WAY. IF R DOES, IT MUST BE MOVABLE IN CASE
AD,RISTMENTS HAVE TO BE MADE. NO DRILLING, BORING OR ANY PERMANENT FASIENING OF THE FENCE IS ALLOWED IN THE PUBLIC
RIGHT OF WAY.
11. IT IS THE APPLICANTS RESPONSIBILITY TO VERIFY ANY DOWNTOWN EVENT CLOSURE DATES. NO WORK SHALL OCCUR DURING SAID
DATES. ANY FENCING SHALL BE MOVED TO ACCOMMODATE PEDESTRIANS AND EVENTS.
12. FIELD AD.USTMENTS TO THIS PLAN MAY BE REQUIRED BY THE CITY OF RALEIGH AS NEEDED DURING CONSTRUCTION.
13. ANY DAMAGE TO THE RIGHT OF WAY SHALL BE REPAIRED PER CITY OF RALEIGH SPECIFICATIONS AT NO COST TO THE CITY.
14. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS SHALL BE MAINTAINED AT ALL TIMES.
i 15. FURTHER INFORMATION AND CONTACTS CAN BE FOUND ON WWW.RA LINC_NS GnV UNDER RIGHT OF WAY AND SIDEWALK CLOSURES'.
wS,WG_ rDNA
C r. -1R- TO OBTAIN APPROVAL FROM THE CITY OF RALEIGH TO,
I FCINI) NDYFY NOGHBORS PRIOR TO START O CONSTRUCTION ACYVYIS.
I : SSIE LETTERS TD NEIGHBORS WITH DATES OF ROAD .-NE AND CONTACT II'FORMATION.
-G--- EXISTING PSNC GAS LINE (MAIN) OBTAIN NECESSARY CRY OF RNEGR PERHIISPRIKR TO START M ::ONSIM GIIDN ACTVRIES.
EXISTING SANITARY SEWER UNE 2, INSTALL EROSION AND SEDWTNT CONTROL. MEASUNER
/•� SNE--- EXIST. OVERHEAD ELECTRIC UTILITIES & CABLE:MNPGRARY SILT -GE
'�. CONSTRUCTION ENTRANCES
•�..� ALLUVIAL SOIL NST=' EXIST. UNDERGROUND TELEPHONE & CaBLE TV UNE. TEMPORARY SEDIMENT TRAP
FLOODPLAIN BOUNDARY ,�_� mEc PR01EcnoN rcN¢s
f - UNKNOWN U71UTY
-W- EXISTING WATER LINE ]. PUMP AND REMD1£ ME WRIER STORED WTHN X IND THE POW SHALL W GRAND) AT A RATE NO
GREATER THAN T FOOT PER DA, THE WATER NUL BE DISCHARGED TNKIDGH THE EASING 24 -RCP
ci======F=====rj GUARDRAIL REINFORCED CONCRETE PIPE LOCATED NEAR THE EAST END OF THE EXISTING GAM.
_�_,_ PROPOSED WATER LINE •. RELOCATE MALBO% FOR RESIDENCE LOCKED AT AND 440LAUREL HILLS LAURHILLS ROAD.
/ ZONE 1 REUSE RIVE
4401
/ H1� ` r\ BUFFER LINE EDGE OF PAVEMENT 5. EXCAVATE THE SOILS AND ASPHALT MW THE SPEGFTED PORTION DF THE EIOSIMG DAM AS WOW, ON
f All GUY WIRE ON -M C-2 AMD C-6.
/� �`♦.7 -i-.;, -� I ' ¢ -I; Rg- CENTERLINE OF ROAD
LIM17S OF 6. S 1-1 SEWER CONWCTKMS MLL BE TE-ATm AMD THE SEXIER RETWiE H.AN WWL Be
,e MOUNTAIN LAUREL. ....... UMIT_ OF NO LAUREL HiNtEMENMO S OPECTED BY THE GTT OF RALEIGH PUBLIC ORAS DEPARTMENT.
TO REMAINMR-r-
rl+ r� LIMITS OF DISTURBANCE 7. DISCONNECT AND REMOVE THE WATER MAIN GROSSING THE EXCAVATION IN ACCORDANCE DTH THE DETAILS
Ta
EXISTING MANHOLE SHOW+ M DRAWING c-2 u-2. ARD u-2.
EXISTING VALVE
ZONE ZONE 2 NEu' 6, THE NATURAL GAS, WRONG
ONE AND CANE TV ONES BILL T RELOCATED BY OMERS SKIL TO
NE RIVER % ff '1Y RIVER RU LINE Tx ETRE HYDRANT CONSTRUCTION OR DURING E%CAVATM ACTMIES. THE CONTRACTOR SHALL BE RESPONSIBLE FON
f 1 i� COORONAYNG CONCURRENT CONSTRUCTION DIall WTH THE CITY OF RALEIGH AND UTLUTY OWNER
BUFFER UNE / �. k�, Y /�-OUTI1T PROTECTION Q SANITARY MANHOLE REFLEyNTAYES
/ CUSS 2 RIPRAP (dSO=18•)
STORMWATER INLET 9, REMOVE EXISTING 2 -CP POND DRGNAROE PPE INSTALL NEW 1}RCP PROM POW TO ODWNSIREAY
DETAIL NUMBER CHAMtfl A5 SHOWI ON OLAWNGS C-5. 0-4. AND D-5.
ZONE 2 NEUSE ? ` DRAWING SHEET 10. REMOVE EXISTING 8 -INCH DRAMS LNES FROM NORTHERN SLOPE OF EXISTING DAM
RIVER BUFFER LINE a Y - 1 SECTION LETTER
DRAWING SHEET 11. GONsmucT THE TEMPORARY CORERGAMM WTHN THE ORNNED POND AS SHOWN ON ORAWNGS C-4, C-5
ZONE 1 NEUSE RIVER ANDD 4 MCWDW THE MIMPRAY DEWATERING SYSTEM. LWON COMPIEIION OF TIE GORSTNNCTON Or
GUARDRAIL ANCHOR (B6i 4( R THE COFTDROAM, SEED THE TOP AND ARES OF THE COFFERDAM IN ACCORDANCE WITH THE TEMPORARY
UNIT FOR LOW SPEED �/ ` h+ /EI- NEW BO% OUTLET I ZONE `t NEUSE RIVER SEEDING SPECFIGTGHS
APPLICATION A f ,,(�'/W T /' ELEVA71ON 2]0.69 i STORM WATER CURB INLET 12. EXCAVATE AND SLOPE THE PORnab OF THE EARTHEN DAM. AS SHORN ON DRAMING C-5, FOR
o-1 P
DISSIPATER I I pd GATE VALVE CONSTRUCTION OF ME NEW CONCRETE MSA AND 00%E5.
/F s_ --_•y Nw 1'T 'Y` � , f I ` 1E INSERTION VALVE 11. CONSTRUCT THE NEW CONCRETE RISER, TRASH RACK. AND SLUICE GATE AS SHORN ON DRAWINGS C-6.
D-1 o-2 AMO D-1.
MANHOLE Il. CONSTRUCT THE �CONCRETE RISER WA 5 FOOT BY 5 FOOT RGNFORCEME D iMNCRESPLUARY BOXES,
COL
• I RIGHT OF WAY GREIE ENO WNL D SEEPAGE DIAPHRAGM AS SHOWN ON WAWERGS 0. W 6. 0-1. 0-2 AD-3, , FLOODWAY FRINGE ` , ` ` ` w i ` k APPROXIMATE END OF DAM 15. SACKFUL THE EXCAVATION AND DAM SLOPES INCLUDING TE SEERAGE DIAPHRAGM AS WORN ON
w _ PREP, STORM WATER DRAINAGE EASEMENT ONTALL C-5 AND o -l.
i ALLUVIAL SOIL FLOODPLAIN BOUNDARY 16. INSTALL THE NEW gGTIONS ND WATER AND SENOR MAXIS AS SHOWN ON DRAWINGS U-1 AND U-2 TIE
i ' I , NATURAL GAS. TEIEPHOM AND CABLE N ONES WLL BE RE LAOD BY DINERS DURING TE BAOrtl
e ` FLOODWAY FRINGE ArnVR1E5.
P OSED it ` 17. up. COMPLEITON O THE BACKFILL ACTIMIES. SEED THE SLOPES AND DENUDED MEAS IN ACCONOANtE
--GUARDRAIL D-2-5 STANDARD B j RETgIMIN. . * WITH THE PERMANENT SEEDING SPECIFICATIONS AS SHOVIN ON MAMNG D-4
CI -1 I/SSMH-B SAFETY D-5 �.� O. WALL ENDS ,
/ HANDRAIL � I I 18. INSTALL THE DEBONED EROSION/SLOPE PROTECTION FEATURES BI THE WCDNNG -IEL AS 9HONN
ION DRAWINGS F5, C-6 AND 0-4
i N 19. IN
FLOODWAY FRINGE STALL GABION RETAINING WALL AS SHOWN ON MAIMING C-9.
--
EEPAGEG AGKNA - I ` ` IL W 20. INSTALL/RECONSTRUCT NEW ROADWAY SECTION, INCLUDING CURB AND GUTTER STORM WATER INLETS AMO
• RCP NRNG, GUARDRAIL. SIDEWALK AND HANDRAL, AS SHOWN ON DRAPINGS C-6, C-8 AND 0-5.
e NV OUT -299.05'
� vLINE"nR_\J ,
a
9xOD'�'/.� IK\w
\ ,� SipEwA<K -7R
` G-5
\
Nil
\ /
POND /
EXISTING NORMAL POOL / /!
AND NEW NORMAL POOL e
AT ELEVATION 299.51'
t
I
NOTES.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WIN ALL CITY OF RALEIGH STANDARD AND SPECIFICATIONS AND NCDOT IF APPLICABLE.
2. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL DRIVEWAYS. OR MAKE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY LOCATIONS PRIOR TO CLOSING TI
ROAD.
3. THE EXCAVATION FOR THE NEW SPILLWAY PIPES SHALL BE OPEN CUT AS SHOWN ON DRAWING C-5. CONSTRUCTION OF NEW MANHOLES SSMH-1, SSMH-B Kmd
SSMH-2 SHALL BE COMPLETED AFTER SPILLWAY PIPE INSTALLATION AND SUBSEQUENT BACKFILL.
4- THE EXISTING SANITARY SEWER MANHOLE SSMH-3 IS TO BE KEPT IN SERVICE DURING EXCAVATION, PLACEMENT OF SPILLWAY PIPES AND BACKFILL, AND PROTECTS
FROM DAMAGE. INTERRUPTION OF SERVICE TO MAKE CONNECTIONS SHALL NOT EXCEED 8 HOURS AND SHALL BE COORDINATED WTH THE CITY OF RALDGH IN
ACCORDANCE NTH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
5. CONTRACTOR SHALL COMPLETE NEW SANITARY SEWER INSTALLATION AND CONDUCT SANITARY SEWER PUMP AROUND AS SHOWN ON DRAWING U-1 AND IN
ACCORDANCE WTH CITY OF RALEIGH PUD REQUIREMENTS PRIOR TO BEGINNING SPILLWAY PIPE EXCAVATION.
6. THE EXISTING WATER UNE WILL BE RECONSTRUCTED PER DRAWINGS U-1 AND U-2. VALVES ARE TO BE SHUT OFF AND TURNED BACK ON ONLY BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT. CONTRACTOR SHALL CONTACT THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT TO MAKE ARRANGEMENT,
7. EASEMENT INFORMATION WILL BE PROVIDED BY THE CITY OF RALEIGH.
& THIS PROJECT INCLUDES THE INSTALLATION OF NEW MANHOLES SSMH-B, SSMH-i urld SSMH-2 AS SHOWN ON DRAWING U-1. THIS PROJECT INCLUDES THE
INSTALLATION OF NEW 8 INCH DIP AS SHOWN.
9. PRO DE SUMP AND PUMP TO REMOVE ACCUMULATED WATER THROUGH EXISTING SPILLWAY PIPE UNTIL COFFERDAM AND TEMPORARY DRAIN ARE IN SERVICE. SUMP
AND PUMP MAY BE NEEDED DURING CONSTRUCTION.
10. ON -SHE SOL STOCKPILE/STORAGE AREAS MU_ NOT BE ALLOWED FOR THIS PROJECT. OFF-SITE SOL STOCKPILE / STORAGE SITES MUST BE IDENTIFIED BY THE
CONTRACTOR. THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE CITY OF RALEIGH. THE REQUEST FOR APPROVAL MUST DEMONSTRATE COMPLIANCE WITH ALL
APPLICABLE CITY OF RALEIGH AND NC DEPARTMENT OF ENVIRONMENTAL QUALITY STANDARDS AND SPECIFICATIONS.
q
\\�
4`
w\w II
\ G
Y\ I I
/
2-
-D-E2+DO-SIDEWALK
21. EXCAVATE AND REMOVE THE COFRERDAM AND oisli E OF THE SOL AT AN OFF -SIE LOCATION APPROVED
BY THE CITY OF RALEIGH TRUCKS REMOVING AND HAILING WET MAMMALS SHALL HAVE WATERTIGHT
GATES TO PREVENT STREET SPLIA(E O'URIMG HAULING.
y
�Ka eV e`
-M
22. REMOVE EACH CONSTRUCTION ENTRANCE AND TEWORARY SILT FENCE AND COMPIETE ASPHALT
T
INSTALLATION.
_G \ N
/ ^W
\
wM
I M•
23 ONCE SUITABLE WGIETATVE COVEN HAS BEEN ESTABLISIED. THE TEMPONARY SEDYENT ERM, ASSOCIATED
SEDIMENT ANO THE TEMPORARY DRAINAGE PPE MAY BE REMOWD.MSTALL THE ENERGY DISSPATER AS
2 09/29/201
e v X
Q
PROPOSED
RETAINING
WALL BEGINS
SNOW ON SHEET D-1.0
24. UPON FINAL INSPEC7011 BY THE CITY O RALEIGH AND APPROVAL BY NCDED, CLOSE BOTTOM DRAIN
ALN: AND IMPOUW WATER AT A RALE NOT TO EXCEED 1 FOOT PER DAY.
25. ONCE WATER HAS REAMED TIE NORMAL POO ELEVATION AND UPON APPROVAL lF THE CITY OF
4
ROSSING
OM
RALEIGH. RE519CN THE PONDS IN ACCORDANCE WITH THE SPEOU ATS
_
•��
-_SHEEPIPE
T
O r.
D_yUNIT FOR LOW SPEED SSIW7-.._._._.-._._.-._.-.-.- my
APPLICATION u4�il 11
v
----------------
_ _ •T-- ..
LAUREL HILLS ROAD CONC _
ASPHALT PAVEMENT GUTTER ENO
5'x5' CAST -IN- LACE \ Y D6
REINFORCED COpICREIE T �GUARORp1L,
BOX CULVERT FOR
SECTIONS AND bETAILS
SEE . D-1 AW. • 12• RCP TO POND
F I ^\•, INV. ELV. 299.7'
A 15' RCP AND TRASH
p_T RACK TO REPLACE �.,.� ■ -'�F �'I\�. \ �\ e�
NEW RI 70P -- EXISTING 24- RCP Hsf ��M GUARDRAL ANCHOR
ELEVATION -9.76' INV=299.51' / UNIT FOR LOW SPEED p_5 \-
J/f /APPLITOR CAI \M
APPROXIMATE END OF DAN
F
SS1
1a00 f I+10
CONC. `
1 GUTTER END
V 1\
^\„\ `,•`` �-CURB END
D-5
•` `"\w \ \N\`rr•rr v•r�r��
•` \.\INS ^ ^
.J
Public
Water Distribution / Extension Svstem
The CRY of Ralegh consents to the Go rection and extension of the
CRyM pubic.N. Systam as shown on this plan TRW material and
Construction medads Used for this project Miall Conform to the
standards and spedAalions of the City's Public UtRlnes Handbook.
CRY of Rawgh
Public LxRRres Department P-4 R
Author2abon In Coneeuct
Date
2-
-D-E2+DO-SIDEWALK
D -f24 DO
-M
D_yUNIT FOR LOW SPEED SSIW7-.._._._.-._._.-._.-.-.- my
APPLICATION u4�il 11
v
----------------
_ _ •T-- ..
LAUREL HILLS ROAD CONC _
ASPHALT PAVEMENT GUTTER ENO
5'x5' CAST -IN- LACE \ Y D6
REINFORCED COpICREIE T �GUARORp1L,
BOX CULVERT FOR
SECTIONS AND bETAILS
SEE . D-1 AW. • 12• RCP TO POND
F I ^\•, INV. ELV. 299.7'
A 15' RCP AND TRASH
p_T RACK TO REPLACE �.,.� ■ -'�F �'I\�. \ �\ e�
NEW RI 70P -- EXISTING 24- RCP Hsf ��M GUARDRAL ANCHOR
ELEVATION -9.76' INV=299.51' / UNIT FOR LOW SPEED p_5 \-
J/f /APPLITOR CAI \M
APPROXIMATE END OF DAN
F
SS1
1a00 f I+10
CONC. `
1 GUTTER END
V 1\
^\„\ `,•`` �-CURB END
D-5
•` `"\w \ \N\`rr•rr v•r�r��
•` \.\INS ^ ^
.J
Public
Water Distribution / Extension Svstem
The CRY of Ralegh consents to the Go rection and extension of the
CRyM pubic.N. Systam as shown on this plan TRW material and
Construction medads Used for this project Miall Conform to the
standards and spedAalions of the City's Public UtRlnes Handbook.
CRY of Rawgh
Public LxRRres Department P-4 R
Author2abon In Coneeuct
Date
Public
Sewer Collection / Extension System
The City of Raleigh Consents to the Connection and extension of the
Cay's public sewer system as sIL- on this pan. The material end
ConsiructlOn methods used fon this project shall conform to the
standards and specifications of the City's Public Undies Handbook
City of Raleigh
Public UNdies Department Permit 0
AUUTorDation TO Construct
Date
PROJECT No. 289246
a'a.TY Nmg
OINE�� p=is
ti4 qEN A
LAYOUT FOR BASELINE OPAWNG
CONPIETEO BY MOW a CREED,
BASED ONTLE SURVEY
PA DATED MRL 8,
wM
I M•
2 09/29/201
DMS I
JAM ISSUED FOR BID
1 05/05/201 NARJAM
ISSUED FOR BID
20 10 0 20 40
0 12/16/2016
DMS I
JAM I REV 0 - FOR REVIEW
GRAPHIC S"CA"LE'_ IN FEET
REV. I DATE I
BY JAPPR
DESCRIPTION
Public
Sewer Collection / Extension System
The City of Raleigh Consents to the Connection and extension of the
Cay's public sewer system as sIL- on this pan. The material end
ConsiructlOn methods used fon this project shall conform to the
standards and specifications of the City's Public Undies Handbook
City of Raleigh
Public UNdies Department Permit 0
AUUTorDation TO Construct
Date
PROJECT No. 289246

', # _�•`."•-- ALLUVIAL SOIL
/-•.._�� FLOODPLAIN BOUNDARY
( fI/r, 1 ', n —_ '^ \ `•�• , y �_�
BUFFEZONE R UNE 1 INFUSE RI i
�i
/ ZONE 1 NEI, 9
SE // ZONE 2 NEU
RIVER BUFFER UN -� /E l�I i ; \ II 'i ; RIVER BUFFEffflll UNE
/ /f lig/ ` • � � f ♦ '',11�. ' � !!� 1
l
TEMPORARY SEDIMENT TRAP
/ 1 ; 4 INSTALLED IN RECEIVING CHANNEL g
ZONE 2 INFUSE 0 ' '�! /� i ! i AT END OF PROPOSED RIPRUC LINED p_4
`CHANNEL PRIOR TO CONSTRUCTION
RIVER BUFFER UNE
1 l `� ��•�' - : FLOODWAY FRINGE
-'
- \�� I X- / \t '! III r� 27000.T
SM 2016-008
. TITIN M -N
11.5 SEDIMENT CONTROL MEASURES:
PROJECT 46
TEMpO�RARYONSILAND T
NCE
• CONSTRUCTION ENTRANCES
DRAWN: MAR
• TEMPORARY SEDIMENT TRAP
• RIP RAP INLET PRO7ECR0N
r...�.�..aa.....,.�.me ....m..............
SERVICES -
2. CONSTRUCT THE TEMPORARY COFFERDAM W1114IN THE DRAINED
ENG CHECK: JAM
POND. UPON COMPLETION OF THE CONSTRUCTION OF THE
fasts
COFFERDAM, SEED THE TOP AND SLOPES OF THE COFFERDAM IN
ACCORDANCE WITH THE TEMPORARY SEEDING SPECIFICATIONS.
STORMWATER
BOLE
2 09/29/201 DMS JAM ISSUED FOR BID
1 05/05/20+ MAR I JAM I ISSUED FOR BID
20 10 0 20 40
0 11214MIS1 OMS I JAM I REV 0 - FOR RENEW
GRAPHIC SCALE - IN FEET
REV. I DATE I BY JAPPR DESCRIPTION
I. CONSTRUCTION ENTRANCES MAY BE ADJUSTED BY CONTRACTOR
PlAN4N0201FG
BUT MUST BE APPROVED BY THE CITY OF RALEIGH.
SCALE: AS SHOWN
2. NO RIP RAP OR SLOPE PROTECTION REQUIRED ON UPSTREAM
JOB NO.
6472-12-1160
SLOPE.
LRSAN FORESTRY
9>E AOC66BOY
3. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL
DRIVEWAYS, OR MANE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY
LOCATIONS PRIOR TO CLOSING THE ROAD.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION.
SUBMITTAL AND NCDEO APPROVAL OF EROSION AND
SEDIMENTATION CONTROL PLANS AND SPECIFICATIONS FOR BORROW
AND STOCKPILE AREAS UNDER A SEPARATE EROSION AND
SEDIMENTATION CONTROL PLAN.
SURVEY NOTE
LAYOUT FOR BASELINE DRAWING BASED ON THE SURVEY COMPLETED
BY MCKIM & CR®. PA DATED APRIL & 2010 AND AUGUST 31. 2013.
6' 0 HDPE (135 FT IN LENGTH) 1
ROUTE TO AVOID CONSTRUCTION
/ J i \ = ACTIVITIES. PIPE TO BE REMOVED AFTER
/ _ - _-- \\, •\ - t �\. �\ PRIMP SPILLWAY PIPES INSTALLED I 1
i
1
29$0'--`'i_``_- —'♦��-_- /}q
'�
-
_
-- A
FENCE , i __ _ _ _ Ate: �J\ AV _ -
---' --_--' „_----___--- _ I _ -
I `11
H
w�� \\` 1
- I
II ` ) '� �•wr� � ��- --
•� -
- -�' - CONSTRUCTION - ENTRANCE
L
_ --'---
` %APP,ROXIM6;1`E ENg: OF DAM ----------
\ I I \ I \ 1 •1 -- -
_ 1 \ i
_
r ___ ----------
----------------- - _
'295 __ - _.
/ \-
L
,
'`r-te�{1., \\``\�•.�' ,.:` • r `��,.,� _ — ~'` `_�'�",a.�w�_ NN,S�1`��-.�`�ii~_�-__ �—W�•_�___�_�_
-_
-----------
----------
---------------------
-------------
-- - --- ___-
-
_ .Z2 --------
PROPOSED GUARDRAIL
EDGE OF PAVEMENT 2
G!B CENTERUNE OF ROAD /
__ `
TEMPORARY SILT FENCE UNE
�TREE PROTECTION FENCE 280
263— CONTOUR INTERVAL
UMITS OF MOUNTAIN LAUREL
UNITS OF DISTURBANCE APPRU)(IMA�E `i�f1D`OF CAM -'
s• TEMPORARY CONSTRUCTION EASEMENT' -
DETAIL NUMBER
DRAWING SHEET
SECTION LETTER `
o DRAWING SHEET 1 N\
® TEMPORARY SEDIMENT TRAP AREA
TEMPORARY CONSTRUCTION ENTRANCE `� NEM TEMPORARY ,
n u ZONE 1 INFUSE RIVERCbFFEROA. DEWATERING
ZONE 2 NEUSE RIVER / /PUMP 2000 qpm
APPROXIMATE END OF DAN`4t
1
PROPOSED STORMWAIER DRAINAGE EASEMENT •,-�`` �t/',i'`,
— ALLLLUUDNAL SO4LN FLOODPLAIN BOUNDARY 1a� 285, OD OPE 4' 0 HDPE
yS5 �w�w _ 16ROUTE TO AVOID CONSTRUCTION
POND 'ACTIVITIES. PIPE TO BE REMOVED AFTER
e'PRIMARY SPILLWAY PIPES INSTALLED
`,�•�• __� POND WATERSHMD: NEUSE RNER BASIN
�•� `'�-r� DISTURBED AREA. 1.95 ACRES
CLASS I RIPRAP
D
�'�•/- UNED SUMP p_4
A;�N CARp�•w
t FEBsto i"•,
p QO Z
EROSION SEDIMENT CONTROL & INITIAL GRADING
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
PROJECT 46
OGHLrrrw
cnraWNnHGH IAArc AvnaNlaO FaR caN6Tw011aN
61 1 2G
GIs EE�p?w'
DRAWN: MAR
��yB�.,
r...�.�..aa.....,.�.me ....m..............
SERVICES -
OFT CHECK: JAM
ENG CHECK: JAM
rR.,
fasts
PUBIC QT,U_3
WI1LEier
STORMWATER
APPROVAL JAM
2 09/29/201 DMS JAM ISSUED FOR BID
1 05/05/20+ MAR I JAM I ISSUED FOR BID
20 10 0 20 40
0 11214MIS1 OMS I JAM I REV 0 - FOR RENEW
GRAPHIC SCALE - IN FEET
REV. I DATE I BY JAPPR DESCRIPTION
ARMI:FIIWN WNwr ENvmN6 Mrruun.Inc
NHB+eT1RRw CRFbt Oar•E.IIMTE tao
T6. 1 �H ii,.t2Tii 1N.g91
lltoelKlf °NLSROF.+2wNN�0�oIWY'0aA1
PlAN4N0201FG
DATE: SEPTEMBER 29, 2017
SCALE: AS SHOWN
REFERENCE DWCS:
JOB NO.
6472-12-1160
DWG N0.
C-4
LRSAN FORESTRY
9>E AOC66BOY

`I
ZONE T NEUE
RIVER BUFFER LM
I /
1
UV A�L L14
LMIO�OUN 11�
ZONE 2 NEUSE
RIVER BUFFER LINE
9
` LIMITS O
L_
I MOUNTAINF LAURELI
I^ TO REMAIN
I F \
p ENERGY E I
DISSIPATERS p_I
FLOODWAY FRINGE
MEN
O FFE
RIVEROBUR ELIE .
CONSTRUCTION
ENTRANCE
� L l
CONCRETE WASHOUT
o
o-1SE PAGE DIAPMf
ACCESS ROAD SHALL NOT
INTERFERE WITH THE
-"S \
INTEGRITY OF THE COFFERDAM
-- 7 BELOW ELEVATION
30500— 292' � �/ -
g
�'S
LEGEND:
�
LIMIT OF EXCAVATION�-
1 CHANNEL AT END OF
_
TEMPORARY SILT FENCE LINE
APPROXIMATE END OF DAM
�m
LIMITS OF DISTURBANCE
CHANNEL PRIOR TO
/
WW�TWW�
TEMPORARY CONSTRUCTION EASEMENT
-----283--
CONTOUR INTERVAL
ZONE 1 RIVER
[�-p
Cy-DRAYANG
NUMBER
- RAWI
SHEETSECTION
LETTERSHEET
,-
DRAWING
®
TEMPORARY SEDIMENT TRAP
TEMPORARY CONSTRUCTION ENTRANCE
L
,,1
>• >•
ZONE 1 NEUSE RIVER
�gOCIDi _ !
-O�ZONE
2 NEUSE RIVER
TREE PROTECTION FENCE
- - -
LIMITS OF MOUNTAIN LAUREL
APPROXIMATE END OF DAM
- -
`
SDE PROPOSED STORMWATER DRAINAGE EASEMENT
/✓t
�/
NEW
RISER
- ASF -
ALLUVIAL SOIL FLOODPLAIN BOUNDARY
,."-
Opp iii
"
299.76
TOP EL B.'=
- FF FLOODWAY FRINGE
,L�9
GENERA NOTES:
1, THE CONTRACTOR SHALL INSTALL GUARDRAILS, AS A MINIMUM, PLACE FENCING, GATES, LIGHTS, AND SIGNS AS NECESSARY AROUND THE
EXCAVATIONS AND STAGING AREAS TO PROVIDE FOR PUBLIC SAFETY.
2. A STABLE SLOPE. NO STEEPER THAN 2H:1V. SHALL BE MAINTAINED.
3. CONSTRUCTION ENTRANCES MAY BE ADJUSTED BY CONTRACTOR BUT MUST BE APPROVED BY THE CITY OF RALFJGN.
0. NO RIP RAP OR SLOPE PROTECTION REQUIRED ON UPSTREAM SLOPE.
S. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL DRIVEWAYS. OR MAKE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY LOCATIONS PRIOR
TO CLOSING THE ROAD.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION, SUBMITTAL AND NCDEO APPROVAL OF EROSION AND SEOIMENTABON CONTROL PLANS
AND SPECPICATONS FOR BORROW AND STOCKPILE AREAS, UNDER A SEPARATE EROSION AND SEDIMENTATION CONTROL PUN.
SURVEY NOTE
LAYOUT FOR BASELINE DRAWING BASED ON THE SURVEY COMPLETED
BY MCKIM & CREED, PA DATED APRIL 8, 2010 AND AUGUST 31, 2015.
20 10 0 20 40
GRAPHIC SCALE — IN FEET
SM 2016-008
C_d9<TWUC
I. EXCAVATE ANO GRADE SLOPES AS SHOWN.
2 CONSTRUCT THE NEW CONCRETE RISER, TRASH RACIC, AND SURE GATE AS SHOWN ON
DRAWINGS C-5. D-1, D-2 AND D-3.
3. CONSTRUCT THE CONCRETE RISER DUAL 5 FOOT BY 5 FOOT RDNFORCED CONCRETE
SRUWAY BOXES. CONCRETE END WALL. AND SEEPAGE DIAPHRAGM AS SHOWN ON
DRAWINGS C-6. D-1, D-2 AND D-3.
4. INSTALL NEW 15' RCP FROM POND TO DOWNSTREAM ORANNEL AS SHOWN ON C-5. D-1.
AND a_5
5 BACOU TIE EXCAVATION AND DAM SLOPES
6. EXCAVATE AND REMOVE THE COFFERDAM AND DISPOSE OF THE SOL AT AN OFT -SITE
LOCATIN APPROVED BY THE CITY OF RALOOC REMOVE TIE TEMPORARY DEWATERING
SYSTEM, TRUCKS REMOMNG AND HAULING WET MATERA4 SHALL HAVE WATERTIGHT
GATES TO PREVENT STREET SPR -AGE DURING HAULING,
T. UPON COMPLETION OF THE BACKFLL AC MM. SEED TILE SLOPES AND DENUDED AREAS
N ACCORDANCE WTN ME PERMANENT SEEDING SPEOF1CATp1$ AS SHOWN ON DRAWNG
D ­
,
REMOVE EACH CONSTRUCTION ENTRANQ AND TEMPORARY YT FENCE AND COMPLETE
ASPH•LT INSTALLATION,
9. ONCE SUITABLE VEGETATIVE COVER HAS BEEN ESTABUSHED. THE TEMPORARY SEDIMENT
TRAP AND ASSOCIATED SEDIMENT AND THE TEMPORARY DRAINAGE TIRE MAY BE REMOVED.
INSTALL THE ENERGY DISSIPATER AS 910NR ON DRAWING 0-1.
p O
n. N Ilo 1 \ \
S
3000
CONCRETE
II WASHOUT
'I ITEMPORARY CONSTRUCTION .--_ CONSTRUCTION e \
ACCESS ROAD SHALL NOT ENTRANCE
INTERFERE WITH THE \
�I I O
BELOW ELEVATION COFFERDAM
ATION 29 -
r- \
-320-00
I
RACK RCP
AND TRASH
\
REPLACE
9 \
APPROXIMATE END OF DAM
TEMPORARY 6
DEWATERING
PUMP 2000
GPM I
/6-0 HOPE ROUTE TO AVOID D
CONSTRUCTION ACTIVITIES.
PIPE TO BE REMOVED AFTER o-4
PRIMARY SPILLWAY PIPES
INSTAl1ED WATERSHED: MEUSE RIVER BASIN
CLASS ID POND DISTURBED AREA - 1.96 ACRES
RIPRAP LINED D_A
SUMP
EROSION SEDIMENT CONTROL & TEMPORARY GRADING PROJECT No. 289246
CIDIICIAMEMf RENEW APPROVAL
CIT v GF RueloN . wxa Aunww» FOR alNmmlcnw
TRARBWRTATION FELD SEANCES
PUBLIC UTEITIES
BTORMWATIBR
PLANINI(R2MNG
UIEANFORESTRY
BIIEACCE45EWTh'
1 CHANNEL AT END OF
_
PROPOSED RIPRAP LINED
-
E
I
CHANNEL PRIOR TO
/
CONSTRUCTICH
NEUSE
ZONE 1 RIVER
h p0
BUFFER LINE
ro
1 1
`I
o 6
�,
,,1
SM 2016-008
C_d9<TWUC
I. EXCAVATE ANO GRADE SLOPES AS SHOWN.
2 CONSTRUCT THE NEW CONCRETE RISER, TRASH RACIC, AND SURE GATE AS SHOWN ON
DRAWINGS C-5. D-1, D-2 AND D-3.
3. CONSTRUCT THE CONCRETE RISER DUAL 5 FOOT BY 5 FOOT RDNFORCED CONCRETE
SRUWAY BOXES. CONCRETE END WALL. AND SEEPAGE DIAPHRAGM AS SHOWN ON
DRAWINGS C-6. D-1, D-2 AND D-3.
4. INSTALL NEW 15' RCP FROM POND TO DOWNSTREAM ORANNEL AS SHOWN ON C-5. D-1.
AND a_5
5 BACOU TIE EXCAVATION AND DAM SLOPES
6. EXCAVATE AND REMOVE THE COFFERDAM AND DISPOSE OF THE SOL AT AN OFT -SITE
LOCATIN APPROVED BY THE CITY OF RALOOC REMOVE TIE TEMPORARY DEWATERING
SYSTEM, TRUCKS REMOMNG AND HAULING WET MATERA4 SHALL HAVE WATERTIGHT
GATES TO PREVENT STREET SPR -AGE DURING HAULING,
T. UPON COMPLETION OF THE BACKFLL AC MM. SEED TILE SLOPES AND DENUDED AREAS
N ACCORDANCE WTN ME PERMANENT SEEDING SPEOF1CATp1$ AS SHOWN ON DRAWNG
D ­
,
REMOVE EACH CONSTRUCTION ENTRANQ AND TEMPORARY YT FENCE AND COMPLETE
ASPH•LT INSTALLATION,
9. ONCE SUITABLE VEGETATIVE COVER HAS BEEN ESTABUSHED. THE TEMPORARY SEDIMENT
TRAP AND ASSOCIATED SEDIMENT AND THE TEMPORARY DRAINAGE TIRE MAY BE REMOVED.
INSTALL THE ENERGY DISSIPATER AS 910NR ON DRAWING 0-1.
p O
n. N Ilo 1 \ \
S
3000
CONCRETE
II WASHOUT
'I ITEMPORARY CONSTRUCTION .--_ CONSTRUCTION e \
ACCESS ROAD SHALL NOT ENTRANCE
INTERFERE WITH THE \
�I I O
BELOW ELEVATION COFFERDAM
ATION 29 -
r- \
-320-00
I
RACK RCP
AND TRASH
\
REPLACE
9 \
APPROXIMATE END OF DAM
TEMPORARY 6
DEWATERING
PUMP 2000
GPM I
/6-0 HOPE ROUTE TO AVOID D
CONSTRUCTION ACTIVITIES.
PIPE TO BE REMOVED AFTER o-4
PRIMARY SPILLWAY PIPES
INSTAl1ED WATERSHED: MEUSE RIVER BASIN
CLASS ID POND DISTURBED AREA - 1.96 ACRES
RIPRAP LINED D_A
SUMP
EROSION SEDIMENT CONTROL & TEMPORARY GRADING PROJECT No. 289246
CIDIICIAMEMf RENEW APPROVAL
CIT v GF RueloN . wxa Aunww» FOR alNmmlcnw
TRARBWRTATION FELD SEANCES
PUBLIC UTEITIES
BTORMWATIBR
PLANINI(R2MNG
UIEANFORESTRY
BIIEACCE45EWTh'

=THE
cr I u
t. NISTALL THE NEW SECTIONS OF WATER AND SEWER MANS AS SHCWN ON DRAWINGS U-1 AND U-2 ME NATURAL GAS.
ALLUVIAL SOIL TELEPHONE AND CABLE TV ONES WILLBE REPLACED BY C -EPS DURING THE BACXT- ACRV1 ,
--.&OODPLAIN BOUNDARY 2. INSTAL- THE ASPHALT ROADWAY. CURB AND GUTRR, STORM WATER INLETS AND PIPING SOEWAD( AND GUARDRAIL 1MTNN THE
W 4�I I I I I I I I I I I I I.,`\\\\ \ _� o CONSTRUCTON AREA AS SHOWN . DRAWINGS C-6, C -B NID 1-5 ALL ASPHALT PAVEMENT BULL MEET THE DETAILS PROVIDED
ON DRAWING D -S.
S- SIDEWAUt WILL ONLY BE INSTALLED ON THE DOWNSTREAM SIDE OF THE DAM.
11 �iO \ •QOM Y T ( ♦. UPON FMK INVEC BY 711E CITY OF RALEIGH ANp APPROVAL BY NCDE0. DR
CLOSE BOTTOM AIN VALVE AND IMPOUND WATER
I AT A RALE NOT TO EXCEED I FOOT PER DAY
ZONE ,.. rvEUSE�// I ' ZONE 2 NEU
/ 6 ONtt WATER HAS REACTED THE NORMAL POOL E1EVATON AND UPON A'PROVK OF THE CITY OF RAIFIQI, RESTOEX THE PONDS
RI'S'ER DUFFER LINE \\ I I I I I I p-ri N. ( l of §
` 1 I ' F RIVER DUFFEq LINE w AccamANcc YAm THE sl�:anGAnaNs.
o `4-- I
n. A (L, I(I #II t� A I f 1 I
l f / ( I 1 iCl l 4T I'll`�ff A
!! l J I I 1I(I!
I I zorvE I NEuSE RI
1 I �_ 1 1 I -�
ry 19 / / \p e \\ I �. I I l 1 1 Y !' 1 ill 1 1 E BUFFER LINE
1,1 ! of f I � I f j f ��l 1 I I
11 \ \ \ p9 111 lol 1 1 I I I' ,J:.- l/ 111
\ \\ \ C\ \ / l/ \ / ! �^ !/ \/ / / C•G f 1'j ZONE 2 NEUSE / //
IIF
1E� RIVER BUFFER LINE \ IJ�I (f ^'I I i l 1 / T /f '//,/ / 5
I \ 1 Ipl I 1 �' x / I
\ 1 g ! iI l! / l !
/ / o"
\ _. 7._........\. e_4 \ } \ 1 \ �T ,�' , p3•.Ly �`, • / / / °' I f r, t,.�' ii� -/!�3• F l F
/ o j FLOODWAY FRINGE.
1/1 !o I I ref N 411/E\ENERGY
/ /J // ��° J // 114 - -_- 1.- \ f✓ x\-(17
0 1 g551PATER 1 (/ ( H
A A:,;,1,
. /
\/./ /
a...(._.... Q / %' ! 1 J J I I! 1 I !/f J! / \!� I
% 1 r po
/ � P � / / 1 /J ) I III. I 1 !/ lrFFlr 6
Bill 11
I I I o I I FLOODWAY FRINGE
°T J J�. / "F_j�_ �'= `\\\111 I ! 1
o.Qo
?9 Q\\�t F i` Qod 1 I I uoi F 1 (/ I oll j 1
�/ // // •�`V / / / / / / / / .\y \ _ 5.00 + \ ! ,y�l Q _o I 1 1 I
N 1 V 1 1 \ 4 \ \\
0
/ /
\\�+.I \ \A Oil i !
,\'111
LEGEND-
������� _
(�_--_TPROPOSED GUARDRAIL / ' ' \ \ -
—FP— EDGE OF PAVEMENT �� i' �•' / \\ T_I
-- ROADWAY CENTER LINE / � m m / �-- ---
LIMITS OF MOUNTAIN LAUREL //'/// m`� I \
LIMITS OF DISTURBANCE //' /// bU b,/ //�^',�.�&�.` _m,.�1 -•\ \ \ _ _ ._ __/ '•F�wym�y`m ��-�-7 �/ !
fir-- _•\\ _
IWW�uITTTT� TEMPORARY CONSTRUCTION EASEMENT
CONTOUR INTERVAL / /0 // �._�� \m—i'-� _.\� \\ \��`` -�f"m.L�,m
pp—D ETAIL NUMBER/�j..�
C -i-- DRAWING SHEET / / / � � _ _ ,. _ _ - .- - -. � � � --• \ � � � ~ "�\ . _\`\` \ _' Q q _. �I � po �W 1
APPROXIMATE END OF DAM
1 \
SDE � PROPOSEC STORMWATER DRAINAGE EASEMENT / APPROXIMATE END OF DAM
ASF — ALLUVIAL SOIL FLOODPLAIN BOUNDARY ,/ //30$OD �_ _ �•����"ri""�w,� ... _ Q \ V .,. ... \, 1.`
FF FLOODWAY FRINGE / // ..�<9cJ.J /`
I. ALL DEPTHS AND LOCATIONS USED TO REPRESENT UTILITIES ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY / // /'/ // / /I - �' ��� ��� ~��•Y�' `' �� • 'y `~\ \"� ~_ -- _
LOCATIONS PRIOR TO PERFORMING ANY WORK IN THE VICINITY OF UTILITIES. // / ' A� 28$.00
00
2. USE ONLY COMPACTED SOIL OR FLOWABLE FILL FOR BEDDING AND BACKFILL OF ANY NEW UTILITY LINES WITHIN DAM. BACKFILL
SHALL BE USED UNLESS CONDITIONS WARRANT OTHERWISE AND THE PROJECT ENGINEER'S APPROVAL MUST BE OBTAINED. ?90.0- —~ �I '�`\�`\``\ �\\ \` � �"'+a`� •-__ �'� a
e 3. SANITARY SEWER CONNECTIONS WILL BE TERMINATED AND THE SEWER REROUTE PLAN WILL BE IMPLEMENTED THIS WORK WILL BE / // 000 , /l- 0 _- v� ' va ``� _ �"� \��37 `"-- =..•F�
l .L9 /'/ // NEW RI.�
3 COORDINATED WITH THE CITY OF RALEIGH PUBLIC URUTIES DEPARTMENT. / TOP EL 289.76
4. E%ISTING WATER LINE TO DE SHUT OFF BY THE CITY OF RALEIGH PUBLIC UTILITIES' DEPARTMENT. WATER UNE SHALL BE 305Q ' `• ��-,A `-'�
DISCONNECTED DURING CONSTRUCTION AND RECONNECTED BY THE CONTRACTOR.`�_ 0` \`•.�'` ��'_°i �_��:=��
5. EXISTING GUARDRAIL ON BOTH SIDES OF THE ROAD IS TO BE REMOVED. OISPO` 0 OF AND REPLACED WITH NEW GUARD FAIL AS2$5.00 \ \ X \\ \ \ \ \ OQ
SHOWN ON DRAWING D-5. AC \ \ - _
E. BACKFIWNG OF THE EMBANKMENT SLOPE SHAM BE COMPLETED AT THE SLOPES INDICATED IN BENCH DETAIL IN D -A JIG. THE / J\\\-\ ?00 •.\ \ \ \ \ \ \ \ '
BACKFILL SHALL BE PROPERLY GRADED TO THE MEET THE PROPOSED GROUND CONTOURS AS SHOWN. / J / , �P / �1 \ \ ,
"/ / / Q / / // //' )APPROXIMATE END OF DAM
\\ \
j 7. THE LOCATION OF THE CONCRETE RISER BOX SHALL AS CLOSE TO THE UPSTREAM TOE AS IS FEASIBLE. ENCROACHMENT INTO , / , �-- / / / / /
THE UPSTREAM FACE OF THE DAM SHALL NOT BE PERMITTED WITHOUT APPROVAL BY ENGINEERJ9I000
d 6. SEEPAGE DIAPHRAGM WIDTH PERPENDICULAR TO BOX CULVERT. EXTEND 5 FEET INTO CUT SLOPE WHICHEVER IS LESS AS SHOWNSDE
ON DRAWING D-1.
9. ENCROACHMENT INTO THE UPSTREAM FACE OF THE DAM SHALL NOT BE PERMITTED WITHOUT APPROVAL BY ENGINEER. / (/d' 00
10. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL DRIVEWAYS, OR MAKE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY \A \ !JI
eLOCATIONS PRIOR TO CLOSING THE ROAD. \\` ` / J / 1 14'
f LAYOUT FOR CREED. P ORATING BASED ON THE SURVEY COMPLETED \ / j ( lll"' / � � `
BY MCKIM CREED. PA DATED APRIL 6. 2010 AND AUGUST 31. 2015./ec�OO�
NEW 15"B HDPE NEW 15"0 HDPE
STORM SEWER PIPE STORM SEWER PIPE _ _ //��/�J1' /
320 INV EL: 301.66 `A / / 1 tI! r
....... .... .. ... ...._.... -...LOC .. .. ..
NEW WATER LINE `m,
310 FINISHED .
LOCATION.
B m DIPS 4, _ ..I
-'- - GRADE�I _ SANITARY SEWER
300 RISE TO ...... ............
....... .....INY.,EL 29311.. .... ......................... .. .. .. .. �a m'�••
.. .................. .:.. .... ... .. , ... ..:... .. 4
EL: 2?97F ;REINFORCED.INVERT .. .. ... _.. _. ... —_�
i e x %cER : -EL 28; 69•: _ D_1 JEEPAGE
TINA GRADING TI TY ---•----• -----^
W 290
i
_ DIAPHRAGM "'
REINFORCED......
ENG CHECK:
JAM
APPROVAL
JAM
DATE:
.._..SEE NOTE 9
N LL
AS SHOWN
3 280
. I .. .. .F
... ...... ...... .... ..... .. .: ,. --:.-t ...OW
INVERT ..
1.. j'EL.
220 OQ _
ae0 SOF ys
S
`s CONC
SUPPORT 1
....
E=161.54 S=&473
. _
70""_.
PEDESTAL- - - - �-(2)5-x 5 GASI-IN-PLACE REINFORCED--CONCRETE-BOXES
260
-
AAR GINEE_WPj>
~AbaAfY A•
0+00 0+50 1+00 1+50
2+00 2+511
• ^"•
5 -SOFT SOIL CONDITION FOUNDATION (SEE
SOFT FOUNDATION DETAIL:DWG D-3) E
CLASS 2 EROSION CONTROL STONE LINED
2 Ds/VR/2m DMS I JAM
I ISSUED FOR BID
B
RECEIVING CHANNEL (d50 = 18) (SEE
1 Ds/Ds/m1 MAR JAM
ISSUED FOR BID
PROPOSED CONDITION
RECEIVING CHANNEL DETAIL ON SECTION 20 0 0 20 40
BOX CULVERT SECTION A
E ON D-1 DWG) SLOPE TO MATCH GRAPHIC SCALE - IN FEET
0 12/16/]016 DMS JAM
REV 0 - FOR REVIEW'
scNe r -so' c-6
EXISTING GRADES
REV. I DATE I BY APP.
DESCPIPTKN
L & U LI ROADWAY REPAIR
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
DRAWN:
MAR
OFT CHECK:
JAM
ENG CHECK:
JAM
APPROVAL
JAM
DATE:
SEPTEMBER 29, 2017
SCALE:
AS SHOWN
mm
wheeler
JOB 10. DWO NO.
6472-12-1160 C-6
CONCURRBIT REVEW APPRMAI
CIIV of RNHBH P1AN3AUMMVEDFORCp6TRUCNON
TRANSPORTAMDN FIELD SERVICES
PUBLIC UTILITIES
STOR4MIATER
PLAN ING40MNG
FIRE
URBAN FORESTRY
SRE ACCESSOUTY

/ f
Parcel Line and Curve Table Parcel Line and Curve Table
kit
GUARDRAIL
HANDRAIL
Line#/Curve# Length Bearing/Delta Radius Line#/Curve# Length Bearing/
Delta Radius
STORMWATER
INLET C4 112.52 10.52 613.00
C17 241.33 17.62 776.00
STORMWATER CURB IN
i/ / 1 / I l \ \ `III 1111 III I I1 / 1111 1 II I C5 28.82 8.26 200.00 I I C18 254.67 17.84 818.00
0 / ! N: 759899.9802I / I I �R�Ev NOTE
:??8)B058.7168-'/
t 1 I I I 1 1 1 1/// Q/ I I J 1 I I I C6 322.58 23.48 787.00 C19 256.53 17.84 824.00
;E
/ N I 1 ! ! I \ I I 1 1 1 1 1 f I 1 / 1 1 1$! l I I I If LAYOUT FOR BASELINE DRAWNG BASED ON THE
I \ \ \ I 11 I I (I I I I 11 I I SURpEY COMPLETED BY MCKIM h CREED. PA DATED
/ / l i j ! l / / / ! \ \ I 1 J \ \ I I 1 I I 1 / of \ / / /moo l J / / I APRIL R. 2010. C7 139.83 13.65 587.00 C20 23.15 88.44 15.00
�)( I \ \ II II 1111 0111!01
\\11
!
C8 330.68 23.30 813.00 C21 21.87
0.r2 20 10 0 20 40 83.55 15.00 I I liltI
0 o� II 1.99759894.4710 1 . 1113.00 C22 9.97 97.96 5.83C20 E: 2088104.7702 f/ 11,,61
jI
o I1I II 1 \
/ C10 87.52 8.57 585.00 C23 9.10 89.39 5.83
+Li /l/
CnI2� C11 1 331.04 23.27 815.00 C24 9.96 97.86 5.8322
�\\o \ ✓�`�,_\'\� �-��•.`\'a,-'.{__� � �r�/__ -. /6 +00
I I t1o
I I
1 1 C12 39.14 7.54 297.5
2
Lt 33.19 N83' 10' 32.80"WI N:7598519033
-V3 E�218227ti706 C13 6.44 63.24 5.83cz3 N: 759851.30 L2 30.58 N85' 50' 20.41"E
( 500.00{:208824p.162 _ 31.12 S72' 58' 54.52"EC14 111.97 12.83 L3
C7 C16
243.20/
17.8 782.00
883' 31' 50.28"E
EI10o L4 48.721.964
8 x0
j l r ✓ 7 1 / ! /
N: 759877.1457
`90. _ \\\ t t I I t I ! I I I I
/ /1 / / / / ,�` /✓ � �4r.. '� - 1 \ \\ \\\\^\ __ �\ 11 t 1
00-_._....� \\\ \! 1 1 1 I I t o
41\ o ! 0
_\ 1 Ill l I I I Fol 1 1 I 1 I 1 1 1 _
;� / / / / i y\ ` T '� ^� _ \�^`-�� - ?9- \\ \ 1 I I ro J I o I o o I 1 0 \ 1
! / / / / / s �. \ �F`IT' Iv \ _��_ `5`QO . `15 11 11 1 I I 1 J 011 I ,� I I 1 I o 1 1 1 ,n \ \ \ l\ .3
_ 1 ) 1I +I'I I I I n I
___ _`= -� 1 �_ _' \'\``-_ ___-'� ._ - -- 1\11\y ! I I I 1 I,, 1 1 I I n t 1 V 1 ,�, 1 \ \ \ .rpo
300: I,\\y ( I I I I I 1 II \ \\ . D.
DO' \\\\�
6,12
N: 759789.71}31
N: 759623.8501' J "Y \ _ - \ N: 759765.8250 \ \ \ \ \ \ \ \ \ \ "--
_ 11
? �- �^',��-� ---!_- \ ro 4x�� W 3 \ 20884`2.8754 \\ I`\
' 0 r = - _ E. 2088211`7727` = "\�\� E: 2088472.4002
_ `y - I
/ _
W ?5 00 ~
C _ ,: 759813.7350 W\ -.. _ / / \ \\ \ ♦ I I I I \ \ 5 \ \ \ \ \ \ \ \ \ �`
0 22.6413 _ ( \�\ C24\ \
�� N: 759772.8205 _--__-
E: 2 `
_ _
K• C`-' \\\ \\`\ 088536`7282` �\` �_ `_ "' -2088657.0964X
_ N: 7 77.6680`
J � ,D _ E
1-4
Cit S C73 f r _`J/ iC14
5-1.05:01`V2 I 2+ q. , o
1+00 0+10
L2
00
N: 759724.8919 .; _-.. ._��^J N: 759747.6291 _ `C12.,
2088437.1598- /-`E:2088482.Ba0 �. � �` � \ " -
3'\ ` \ `
_ N: 759744.0914
E: 20\67\6695�-
` � N: 759746.061
08857 .2745 3 0, 0p o
"-E.2 1 T -
30\ ' N:759748.279,
_ o
000 , `_E`2088601.769`6.�\``
a LOW PT. STA: 3+21.14
LOW PT ELEV: 306.02 a
0
` LOCATION OF EXIS'
... LINE IS AF
6+00 5+50 5+00
ICASEMENT MANHOLE (B)�.}.. •.••.�...... �......•.:. •. ••.
_
. _.. EXISTING 12 _.
is % WATER MAIN;
--APPROXIMATELY 341 LINEAR
.......... OF 12" DIP WATER MAIN
NEW 12" DIP WATER MAIN
..'................... 24STEEL C
OOP ? 0.y
,6 ^O
M "1 RI
4+50 4+00
PVI STA: 3+57.79
PVI ELEV. 296.29
K:26.02
LVC: 456.13
5'i WATER UNE...:...__._...:.........._p............
10-1
am i
foster
Wheeler
ARR<FaYMIrWrE"rtana
ENCASEMENT MANHOLE (A}I.............
ENG CHECK: JAM
:.... ..
-XISTIN
.
SnRRMPCRFFADR
sO
T1IL. 9ro106-woO Ai
MCEN� NC BRT. F-1265!
.....
./
...........,PROPOSED TRASH ...
..
F.I.-.11
.....
RACK 75-0 RCP PIPE
. ....INVERT EL 299,25 '...:...................
................:................................
.......... ;............ .}....................... .<.....................
.
45 EU
....;............
a
3+50 3+00 2+50 2+00 1+50
CAN
to 3 Y
glaeli}� _'
'\'GINEi p�i
2 IOS/a/2011 DMS I JAM I ISSUED FOR BID
1 05/05/201 MAR JAM ISSUED FOR BID
O 12116/2016 DMS JAM REV 0 - FOR RENEW
REV. DATE BY JAPPR I DESCRIPTION
1+00 0+50
STREET LAYOUT AND PROFILE PLAN
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
DRAWN: MAR
10-1
am i
foster
Wheeler
ARR<FaYMIrWrE"rtana
OFT CHECK: JAM
ENG CHECK: JAM
APPROVAL JAM
DATE:
SEPTEMBER 29. 2017
SnRRMPCRFFADR
sO
T1IL. 9ro106-woO Ai
MCEN� NC BRT. F-1265!
SCALE: AS SHORN
REFERENCE DWCS:
JOB NO.
8472-12-1160
'M
O
O
O
w a`
0+00 Stotion
PROJECT No. 289246
CpICIRMRWr RlYIMA/IIDVAL
Om oR RAMOaN - PURR Aunlalaan POR coRsmuOTOR
TRAMVOQTATKIN MLD SERWES
STORMNNIER
100 � PIANNNORONRKi
DWG NO. III URBAN FOJESiRV
C-7 SDEACOE45BKI1Y

LEGEND
GUARDRAIL
-.-._
PROPOSED WATER LINE
S-2.00%
EDGE OF PAVEMENT
m
EXISTING MANHOLE
Y
EXISTING VALVE
TOP LEV:308.80
I ELEV.34
FIRE HYDRANT
!3
TREE PROTECTION
D
SANITARY MANHOLE
in
PROPOSED INLET
8"0 DIP
LIMITS OF MOUNTAIN LAUREL
INV IN: 315.09•
STORMWATER CURB INLET
_
CABIAN WALL
NORMAL WATER LEVEL
/, !STA: ELIN.30
TOP ELEV: 3
1 / / /7
x / N: 74 759897.9674
INV, 3t6315"
IN.1
'• ItfV IN: 315
/ I I
% 1 CI -1
P
STA +37.11
_ / TOP ELEV: 308.31
A Cs] N:759843.4488-
E: 2088239.3082
A- INV IN: 304.88 15"V
STA 0+00
TOP ELEV: 301
-- - -�� N:759818.91
E: 2088 OUT: 304.7\ 2304.78
y= 1INV
� t
STA -'2+51.
TOP ELEV: 305.
N: 759803.8f
E: 2088346.14
NVIN: 299.27 1
NV IN: 300.73 1
\ '� � Ca7j6, 75x•`-` �` �-- ��
HOP
�� 00
CB -1
S-2.00%
STA: 0+00.00
••• ••••• ,•••••-
TOP ELEV-.315.00
.-• .......................
TOP LEV:308.80
I ELEV.34
N:759897.9874
N: 759779.1503
L=114' 15"0 HDPE PIPE BOX CULVERT
E: 2088113.5129
SANITARY SEWER
INV OUT: 303.16
r 1,1
INV OUT: 311.63 15"
8"0 DIP
S=4.92% t INVERT EL 272.73
INV IN: 315.09•
INV EL:291.90'
320
...:...................:..............:..............:.......�.......�.......:.......
310
.................. ... -�_ ` ----:......-'-.-:...-.,R.:....
-L=13T 15"0 HDPE PIPE-
����
300
...:................. 5:4.92R......;.....................:.......
3+00 3+50
gi......
......<__.. ............ __;... .........i....
............. .
e290
...�....... :....... :....... ... ,........
....... :....... .......
280
.... ... ....... ....... ........ :.......
:....... ........
270
STA: 0+00.00
R
0+00 0+50
1+00
STORM SEWER PROFILE
STA: 0+27.00
HORIZONTAL SCALE 1"=20'
a
VERTICAL SCALE V-20'
TOP ELEV: 305.72
CI -4
STA: 0+00.00
WATER LINE
3TOP
ELEV: 308.31
:5
N: 759818.9127
E: 2088338.6504
E:2088228.0343
INV OUT: 304.78 15"
AI 320
.. .. '. _. -... i.........
FINISHED CRADE�
310
....... ....... ..... ...
...........................
'._._... �., _ ..........
...
_...i.... - . '..... .............
300
....:.......:... ...
.......
INV OUT.299.13 15
.. _.. ....L- 118' 15"0 HDPE Pipe.
.. _.. �. ..._.
....
290
S-2.99%
.... :.......•....-..•. ..
...... PROPOSED 5x5'
,... ..:.. ... ... ..
BOX CULVERT
o
STA:2+48.04
VERT E4' 273 39'
280
...:.... ...........................................
;IN ... .....
...
�
....TOP ELEV: 308.88 ........_
R
.:......
....
�"
'01 270
0+00 0+50
1+00
z
STORM SEWER PROFILE
.. .. ••
HORIZONTAL SCALE: 1"=20'
--
9
VERTICAL SCALE V 20'
.1..
...............29
/, !STA: ELIN.30
TOP ELEV: 3
1 / / /7
x / N: 74 759897.9674
INV, 3t6315"
IN.1
'• ItfV IN: 315
/ I I
% 1 CI -1
P
STA +37.11
_ / TOP ELEV: 308.31
A Cs] N:759843.4488-
E: 2088239.3082
A- INV IN: 304.88 15"V
STA 0+00
TOP ELEV: 301
-- - -�� N:759818.91
E: 2088 OUT: 304.7\ 2304.78
y= 1INV
� t
STA -'2+51.
TOP ELEV: 305.
N: 759803.8f
E: 2088346.14
NVIN: 299.27 1
NV IN: 300.73 1
\ '� � Ca7j6, 75x•`-` �` �-- ��
HOP
�� 00
A:1+17.96
V: 305.7;
7597 9444-
2088338.6504
V IN: 301.25 1!
V IN: 300.99 1!
CI -2
STA: 3+72.74
TOP ELEV:308.80
r_N: 759779.1503
E: 2088465.3020
-INV OU T. 303.16 15"
..._. ;._. _.
S-2.00%
/JI
G-2
••• ••••• ,•••••-
f - STA: 34
.-• .......................
TOP LEV:308.80
I ELEV.34
... ..
N: 759779.1503
L=114' 15"0 HDPE PIPE BOX CULVERT
• S+�\ E: 2088465.3020
PIPE INVERT
INV OUT: 303.16
r 1,1
HDPE PIPE
S=4.92% t INVERT EL 272.73
��
EL 299.15
A:1+17.96
V: 305.7;
7597 9444-
2088338.6504
V IN: 301.25 1!
V IN: 300.99 1!
CI -2
STA: 3+72.74
TOP ELEV:308.80
r_N: 759779.1503
E: 2088465.3020
-INV OU T. 303.16 15"
_5 -
'A:2+48.04 `
IP ELEV: 308.88
759751.8986�z
2088466.0938
OUT. 305.21 15
NOTE: CUTLET STRUCTURE AND SANITARY SEVER LINE
`HOWN FCR LATERAL RELATION TO STORMWATLR
\ETWO,-K
STORM SEWER DESIGN PROFILE AND DETAILS PROJECT No. 289246
x cp"4 LAUREL HILLS DAM
o��oFEssro (may RALEIGH, NORTH CAROLINA arvoFA`, w a
DRAWN: MAR
GIN � Phi DFT CHECK: JAN . =TRN/BPORrAnaNt'ELD FAVICFg oM1-��_
ENC CHECK: JAM foster
BwalcUnmEs
APPROVAL: JAM Wheeler BTORMWA19t
SURVEY COMPLETED BY MMM 4: CREED, PA 2 09/29/1.1 DMS I JAM ISSUED FOR BID A==F=tN1WNMFm'um ' l: F:tlurAxA. Inc
DA1E0 DATE: SEPTEMBER 29. 2017 @tSIIRRW CREFN pINE.3URE 100 PLAFl1EIG20HIIAT
APRIL 8, 2010 AND AUGUST 31, 2015. OI.RNAY.NC2T W
1 M/05/301 MAR JAM I ISSUED FOR BID TEL 1Fri s14Fm FAX 1N9 ]MAWt FIRE
20 10 0 20 40 SCALE: A5 SHOWN LK•EM6NRE: N�FHo: Fn]Ft NLOLRMMIY. Gla
0 t2/1F/2016 DMS JAM REV 0 -FOR REVIEW REFERENCE DWGS: JOB N0.DWG NO. IKNIANFdEBIRY
GRAPHIC SCALE - IN FEET
REV. I DATE I BY APPR DESCRiPnON 6472-12-1160 C-8 &IEACCEl6illlY
..._. ;._. _.
S-2.00%
••• ••••• ,•••••-
---�--- - ----- PROPOSED 5'x5
.-• .......................
.. PROPOSED 15"0 RCP
... ..
L=114' 15"0 HDPE PIPE BOX CULVERT
_ _
PIPE INVERT
S=4.92% t INVERT EL 272.73
��
EL 299.15
1+50
2+00
2+50
3+00 3+50
CI -6
CI -3.
STA:1+17.96
STA: 0+00.00
CI -6.
TOP ELEV: 305.72
TOP ELEV: 305.72
STA: 0+27.00
-N: 759777.9444
N: 759803.8871
TOP ELEV: 305.72
E: 2088338.6504
E: 2088346.1445
WATER LINE
N: 759777.9444
INV IN:301.25 15"
INV OUT: 299.27 15"
E: 2088338.6504
INV IN: 300.99 15"
INV IN: 301.25 15"
320
...:......:....... �.......�. .....�.......:.....
..
INV IN: 300.99 15'
'._._... �., _ ..........
;.... __. .>....._
_...i.... - . '..... .............
..
.....
.... .... ..
INV OUT.299.13 15
....,....... ................................:.....
.................................I-5
CI ......
.. 0
31
..: ....
,... ..:.. ... ... ..
FlNI ED GRAD -
-
STA:2+48.04
-
....TOP ELEV: 308.88 ........_
-
.:......
....
�"
........................... . i......
.....L-130' 15'0 HDPE PIPE
'. S -2i.24%
..... ......
.... - ..
- --INV
.........N: 759751.8986 .......
E 2088466.0938
WT 30521 15-
300
.. .. ••
--
.... ..PROPOSED
•1.... 15"0 RCP ...:....
.1..
...............29
, ,.. ..
...
_ ...._ .. _. ........
PIPE INVERT �,,.
L=2 7. 15"0 HDPE PIPE
OUTLET -1
... .
_
..._ EL 299.31
...., .. .__.1.__. _,_ ,.
..
S=0 SOR
..
.. _.
STA: 00+61.46
....i.......i............... :....... i.......
i....... [............... i.......1..... ..................:...................
... ..
28 0
.. ••-
HDPE P
• L 30' 15"0 PE
- D E I
9746.9779
E:'2088323.5340
. ....._.... _..._....
......... . ........... .........
�_
:..
�� ...... >_.... ..
._ ._.
_ .. .. .. ..
....g=1.O6R
INV. 298.81 15
270
1+50
2+00
2+50
O+GO
0+50
STORM SEWER PROFILE
HORIZONTAL SCALE 1"-20'
VERTICAL SCALE: 1'�70'
$DAVEY
LAYOUT
ND�TE�:
FOR BASELINE DRAWING BASED ON THE
_5 -
'A:2+48.04 `
IP ELEV: 308.88
759751.8986�z
2088466.0938
OUT. 305.21 15
NOTE: CUTLET STRUCTURE AND SANITARY SEVER LINE
`HOWN FCR LATERAL RELATION TO STORMWATLR
\ETWO,-K
STORM SEWER DESIGN PROFILE AND DETAILS PROJECT No. 289246
x cp"4 LAUREL HILLS DAM
o��oFEssro (may RALEIGH, NORTH CAROLINA arvoFA`, w a
DRAWN: MAR
GIN � Phi DFT CHECK: JAN . =TRN/BPORrAnaNt'ELD FAVICFg oM1-��_
ENC CHECK: JAM foster
BwalcUnmEs
APPROVAL: JAM Wheeler BTORMWA19t
SURVEY COMPLETED BY MMM 4: CREED, PA 2 09/29/1.1 DMS I JAM ISSUED FOR BID A==F=tN1WNMFm'um ' l: F:tlurAxA. Inc
DA1E0 DATE: SEPTEMBER 29. 2017 @tSIIRRW CREFN pINE.3URE 100 PLAFl1EIG20HIIAT
APRIL 8, 2010 AND AUGUST 31, 2015. OI.RNAY.NC2T W
1 M/05/301 MAR JAM I ISSUED FOR BID TEL 1Fri s14Fm FAX 1N9 ]MAWt FIRE
20 10 0 20 40 SCALE: A5 SHOWN LK•EM6NRE: N�FHo: Fn]Ft NLOLRMMIY. Gla
0 t2/1F/2016 DMS JAM REV 0 -FOR REVIEW REFERENCE DWGS: JOB N0.DWG NO. IKNIANFdEBIRY
GRAPHIC SCALE - IN FEET
REV. I DATE I BY APPR DESCRiPnON 6472-12-1160 C-8 &IEACCEl6illlY

111 i\ \ � II1� I I IN11 to s�
illI Jili'lir'fJill
i
/I/l�
/ 1 ; ii�lilillll-�;A\�rf
GABION
BASKET
STONE FILL
4" TO 8" DIA.
ELEVATION "B"
go
MIRAFl 50OX
(OVERLAP 24" AT ALL EDGES
AND EXTEND 12" UNDER
GABION BASKET)
;'rlt2;rlll�� -
ifllfoflil
3/ILII 111111
!_/J lifll II
rl1
i
/J11Ilif
/1/17/1
hrl/
LIMITS OF MOUNTAIN LAUREL
1 /l l/l f ! lulpl t -
Jl$(I
/l lll!l/ I Irol l( 20 10 0 20
/!N(/
l//l!l7i GRAPHIC SCA - IN
/01 ,
1\ MO r
INxx1I_1
0\ �d\I I I I I I I Il •I�(�
2� VAA�\ 1� 1 I lojTl�'
�= \ 1/l1 Nl lito rl�flli
�Z�S.Oo"- \Il\I 1// i// 1 I i I 1 0 l J
ELEVATION "A"
BACKFILL OR FILL
WITH COMPACTED
STRUCTURAL FlLL�
MIRAFl 15ON
(OVERLAP 24" AT
ALL EDGES)
AASHTO
N0.
57
STONE
GABION WALL TYPICAL SECTION
SCALE: NTS
ELEV
40
LET
LEGEND
MOUNTAIN LAUREL
-�
TRASH RACK PIPE
—EP—
EXISTING EDGE OF PAVEMENT
—305—
PROPOSED MAJOR CONTOUR
—:"'-
PROPOSED MINOR CONTOUR
®
PROPOSED GABION WALL
lick- GUARDRAIL
®
PROPOSED INLET
SURVEY NOTE
LAYOUT FOR BASELINE DRAWING BASED ON THE
SURVEY COMPLETED BY MCKIM k CREED, PA DATED
APRIL S. 2010 AND AUGUST 31, 7015.
Rox
' =L OIERWIB NDIC . ALL
DRALS ANO LAUWTS
wo ON f.ABION WALL TYRCAL YCl1pN SMALL APPLY ro
ALL GA90N - RG-
GABION WALL
TYPE 10 (H=15')
SCALE: NTS
i
�.I
x
`I -
-1
GABION WALL
TYPE 7 H=6')
SCALE: NTS
1 +100
0+50
0+00
G A B
1 0
N W A L
L V E
R T
E
X D A
T A
VERTEX
CUR VE
TOP OF WALL
ENTS
COO R D
IN ATES
BEARING
DISTANCE
VERTEX TO
VERTEX
REMARKS
R T E L
y y
GABION WALL
1
FINISHED GRADE
STA. 0+00. 00
11
759766.5972
1 2088479.2951
-
-------
GA
759792. 6837
2088473.
6542
N 42-49'25- v
B. 299
'ERT X'0.08, 30
V2
11
759807. 6130
C
41041
N 74-03'08' v
1 54. 335
VERTEX/STA, U+62, 63
STA, 1+38, 69
ROCK SURFACEAND
11
759871. 9209
2
8080
1 N 32-16'02' v
1 76. 0531
GABIDN WALL ENDS
BOTTOM aF THE
GABION WALL
--
MODIFY THE BOTTOM
THE GABION WIRE—j
2
J
TO CONFORM TO THE ROCK SURFACE (TYP)
2i
GABION WALL GABION
GABION WALL
GABION WALL
GABION
GABION WALL
GABION
GABION
TYPE 7 WALL
TYPE 9
TYPE 10ill
TYPE 8
WALL
WALL
TYPE 8
TYPE
9
TYPE 7
TYPE 6
�000
00
LD (N
00
O
O O
I') L6
r
Cn
00m
CnO
OO
N N
N
M
1 +100
0+50
0+00
GABION WALL
TYPE 9 H=12')
SCALE: NTS
.I
'll -
GABION WALL
TYPE 6(H=3')
SCALE: NTS
GABION WALL
TYPE 8 (H=9')
SCALE: NTS �° N—c-,
cn-p
E5y
1 1 •.,
s o �•
r S �
I ?'
INEE
fY P
PIPE PENETRATION THRU GABION
G A B
1 0
N W A L
L V E
R T
E
X D A
T A
VERTEX
CUR VE
ELEM
ENTS
COO R D
IN ATES
BEARING
DISTANCE
VERTEX TO
VERTEX
REMARKS
R T E L
y y
GABION WALL
STA. 0+00. 00
11
759766.5972
1 2088479.2951
-
-------
GABION WALL BEGINS
PO7-V1
759792. 6837
2088473.
6542
N 42-49'25- v
B. 299
'ERT X'0.08, 30
V2
11
759807. 6130
12088421.
41041
N 74-03'08' v
1 54. 335
VERTEX/STA, U+62, 63
STA, 1+38, 69
11
759871. 9209
12088390.
8080
1 N 32-16'02' v
1 76. 0531
GABIDN WALL ENDS
GABION WALL
TYPE 9 H=12')
SCALE: NTS
.I
'll -
GABION WALL
TYPE 6(H=3')
SCALE: NTS
GABION WALL
TYPE 8 (H=9')
SCALE: NTS �° N—c-,
cn-p
E5y
1 1 •.,
s o �•
r S �
I ?'
INEE
fY P
PIPE PENETRATION THRU GABION
CUT A HOLE THRU THE
WALLS OF THE GABION.
THE SAME SIZE AS THE
OUTSIDE DIAMETER OF
THE PIPE
EXTERIOR
_-- /—GABION
PUSH THE PIPE THRU
THE HOLES AND
INSTALL TIE WIRE
ACROSS THE FACES
OF THE EXTERIOR
GAB IONS AS SHOWN,
APPROXIMATELY
9" APART
PLACE ROCK UNDER
AND AROUND THE
PIPE
-TIE
Al WIRE
PIPE
TIE
WIRE
EXTERIOR
PLAN VIEW GABION
-PIPE
_...
TIE
j WIRE
SPAN TWO WELD INTERSECTIONS
OF THE CROSSING WIRES FOR
EACH TIE WIRE CONNECTION
PROJECT No. 289246

CONSTR I TON SEOLIENCE.
ALLUVIAL SOIL--�-_i 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
TEMPORARY BOUNDARY CONTRUCIO SILT
/ t r -� ._. i • TEMPORARY SEDIMENT TRAP
ZONE 1 NEUSE R14ER • RIP RAP INLET PROTECTION
I
BUFFER LINE 2. CONSTRUCT THE TEMPORARY COFFERDAM WITHIN THE DRAINED
POND UPON COMPLETION OF THE CONSTRUCTION OF THE
/ 1 COFFERDAM, SEED THE TOP AND SLOPES OF THE COFFERDAM IN
( f ( ZONE 7 NELSE ; I ' \ I 1 r� ; ZONE 2 NEU ACCORDANCE WITH THE TEMPORARY SEEDING SPEC RATIONS.
RIVER BUFFER U.}/ i I ' E 1 I ' ( ; r • RIVER BUFFET LINE
NQM
I. CONSTRVCRON ENTRANCES MAY BE ADJUSTED BY CONTRACTOR
`u/BLT MIDST BE APPROVED BY THE CITY OF RALEIGH
;TEMPORARY SEDIMENT TRAP 2. NO RIP RAP OR SLOPE PROTECTION REORRED ON UPSTREAM
"Q / I , ' j ' I i i INSTALLED IN RECEIVING CHANNEL g 9-oPE.
J / ri '(I; - AT END OF PROPOSED RIPRAP LINED p_4 _
1 1 Iii I ; r - � CHANNEL PRIOR TO CONSTRUCTION DRIVEWAYS, OR MAKE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY
f / I (1 t ZONE 2 NEUSE / t) t y, 3 CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL
,
RIVER BUFFER UNE i LOCATIONS PRIOR 10 CLOSING THE ROAD.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION,
SUBMITTAL AND NCDEO APPROVAL OF EROSION AND
,FL000WAY FRINGE SEDIMENTATION CONTROL PLANS AND SPECIFICATIONS FOR BORROW
�y •��.��` ` +T,C� I ` 1 i i I i ' 1 111 + U`, l z I ` ,I /1 I AND STOCKPILE AREAS. UNDER A SEPARATE EROSION AND
1 •\ ' j / 1 1 '1 ((i ir`li, • �♦ SEDIMENTATION CONTROL PLAN-
/ , i � .. J ff r / , _ I
i -_ / ,'� \ " ��jlF�i I f � �l-T \ I 1 1 i'`\'\'\ `I \ `` ' 1 ' ♦
SURVEY NO
- ,`i ! I 1 1 I ''I 1 f1/'frf (f ' , `♦ ♦ TF'
' ..T'\' S \ �` �. I ,' ' / I' i 1 ' I "" \'.270.00]}' 'oa` , i% , ♦ / LAYOUT FOR BASELINE DRAWING BASED ON THE SURVEY COMPLETED
f f f1 ( ' /(' '� I i� I ,Il if 'I 1'1 1` , r�aa'`___ T f' r 111 ' f / I 1 I i ' ♦
BY MCKIM h CREED. PA DATED APRIL & 2010 AND AUGUST 31. 2015
CONSTRUCTION ENTRANCE .
FLOODWAY FRINGE
1 ' // ' - - __ >'' / _ _ \• , �.(� S00_ • \. 1\'1\,l1' ' �• j 6" 0 HDPE (135 FT IN LENGTH)
�-
ROUTE TO AVOID CONSTRUCTION
`K``ACTIVITIES. PIPE TO BE REMOVED AFTER ' 1
�
PRIMARY SPILLWAY PIPES INSTALLED
—_}X 00
-----------
;-__-
/ _--_-_-- -
_ _ 1M I I 1 i
\ -ILII"`15\1
- - --
- - `
300
_
i = - . .i - _ - si _\� Till _
\ I
- � I
.Op _.
SILTfENCF— --' '1 \
Ulf \
-----
= _ --------- - - _ - - - - - -
' _'-.---__-_ -" __ _ - - — '—_
` f
-------------------------
_
/ , //i/ �/�' ..�/"-'�•�. ---------
----------------------
-7- ;577-
-s����-_:._�—_'_ ••a.�" — I / j ___y
_
ON T/
R TON
_______ ENTRANCE
________ ______ C,_____— \
__ __�
DE4 ��w
N
X
'
'APR OXIMg;(E END,, OF DAM - - ` _ � `_ _ _ \\--T I - I C— r- 1
1 \
i
/ II I _
_ - =
--------------
r� _----- -_ -
,- - - - � � ' _ - -` .�: tea` --` � _- - ---- - - '-- --- - - '
__ � `���_ T'FENGE
r
{J
------------------ \ -- - ---
((r 7�
PROPOSED GUARDRAIL / /` / ,� r, _ "'_" _.r )._�.{r...i _'\`\`
7 Q _
EDGE OF PAVEMENT ,, / / / 1' • i I
285.00 •'- }...'� - - _ `s1>; - __
i�c'.�.� CENTERUNE OF ROAD ' - -'-
-N—s- TEMPORARY SILT FENCE LINE/` S}', y�l /; y!\� _ \i �� �•�\ _ _ -
_ - __
y O TREE PROTECTION FENCE / / / ,-I i "�. •. �-t { _" • /•I �, `\ _
—283 - CONTOUR INTERVAL ' ' - i - - '--
' - `
.....-�-- LIMITS OF MOUNTAIN LAUREL ` y�`
-�•�_� LIMITS OF DISTURBANCE APPRDJ(IMA�E `D SOF DAM ` \
r
�-�-� TEMPORARY CONSTRUCTION EASEMENT
DETAIL NUMBER ' i �' ./} f/ \ ,.N I}t'�r `. ` \� -{ C1- 4/ / sem/ ! \\ " NPD S `;TART I ATION LEGEN2
17 --DRAWING SHEET
? 1 . )- ) ) STABILIZATION AREA 2
S .. SECTION LETTER , ' \-• "� i �.`. �. \.., '_ Y _ )�\..r,
DRAWING SHEET " ' , /,r '
1 !
_ .)f'`T STABIIIZAT10N AREA 3
'• TEMPORARY SEDIMENT TRAP AREA {) {)) � � , ` -' -
I' TEMPORARY CONSTRUCTION ENTRANCE\"`� aF_ �(. 7"" ..� r
\RARYJ( TEMPORARY
ZONE I NEUSE RIVER `� } -
RD } { j.j... DEWATERING -
-_—
ZONE 2 NEUSE RIVER \�` \ �..� 1 \ \"� J�_� �J J `) } /PUMP 2000 gpm '
-- -- APPROXIMATE END OF DAM
^ PROPOSED STORMWATER DRAINAGE EASEMENT
i ALLUVIAL SOIL FLOODPLAIN BOUNDARY ` `\_ \a SLOPE
r416" 0 HE
e
-•—•- FLOODWAY FRINGE \'Al�`. __:'-\ ' _ >_} i"-}-, ? ( r ROUTE W AVOID CONSTRUCTION
POND 'ACTIVITIES. PIPE TO BE REMOVED AFTER
,.-OPRIMARY SPILLWAY PIPES INSTALLED
`.�-_ • /
STABILIZATION TIMEFRAMES
SITE AREA
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DINES,
1
SWALES, DITCHES,
7 DAYS
NONE
SLOPES
CARO
?A FEBSN <
p QO 2 •
S 7
PROJECT No. 289246
OONm,�T�IAPPNOVAL
clrr a RxB . nANEAMT1w�O FOR coxsTRucnoN
SLOPES STEEPER THAN
DRAWN: MAR
IF SLOPES ARE 10' OR LESS IN LENGTH
2
3.1
7 DAYS
AND ARE NOT STEEPER THAN 21. 14
DAYS ARE ALLOWED
3
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'
6TOAMVMIER
PIANMNGQOMNO
FIRE
APPROVAL: JAM
DATE: SEPTEMBER 29, 2017
N LENGTH
SCALE: AS SHOWN
ALL OTHER AREAS WITH
JOB N0.
6472-12-1160
NONE, EXCEPT FOR PERIMETERS AND HOW
4
SLOPES FLATTER THAN
4:1
14 DAYS
ZONES
`.�-_ • /
POND
CLASS I RIPRAP e
LINED SUMP p_4
NPDES STABILIZATION PLAN - PHASE I
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
B
CARO
?A FEBSN <
p QO 2 •
S 7
PROJECT No. 289246
OONm,�T�IAPPNOVAL
clrr a RxB . nANEAMT1w�O FOR coxsTRucnoN
A _
DRAWN: MAR
TTTS�
- WATERSHED: NEUSE RIVER BASIN REY A. ,,,.y
6
TPANSPOi TATIOf1 FiEtp SERVICES �n,�.•.®.••�
PUBLIC ITTIMTIES
OFT CHECK: JAM
ENG CHECK: JAM
S
B 20 10 0 20 40
S GRAPHIC SCALE - IN FEET
2 09/29{201 OMS JA4 ISSUED FOR BID
1 D5/05/201 MAR JAM ISSUED FOR BID
0 12/16/2016 DMS JAM REV 0 - FOR REVIEW
REV. DATE BY APPR DESCRIPTION
W'hmW
6TOAMVMIER
PIANMNGQOMNO
FIRE
APPROVAL: JAM
DATE: SEPTEMBER 29, 2017
Am•cFotl, wnede Env.mrm•NaINIxtwMAlnn
MTI SRRROP GREEN DRIVEL SHITE 100
TEL: ry gytyppp FAX: (8181 ]•IBWt
UCBAIRE NC BIG: F-t251NG OEOl00Y: C34T
SCALE: AS SHOWN
REFERENCE DWGS:
JOB N0.
6472-12-1160
DWG Na
URBAN FORESTRY
s1TE ACCFSSBYTTY

SECIMS OF WATER AND SEWER MAINS AS SHOWN ON DRAWNGS U-1 AND U-2. THE NATURAL GAS,
IE TV
ALLUVIAL SOIL TELEPHONE AND CABLINW
ES LL BE REPLACED BY OTHERS WRING THE BACKFILL ACTIVITIES.
�Q 02DPLAIN BOUNDARY 2. INSTATHE ASPHALT ROADWAY, CURB AND GUTTER. STORM WATER INLETS AND PIPING SIDEWALK AND GUARDRAIL AMIN THE
\\ \ 1 a \\ I I I I LL CONSTRUCTION AREA AS SHOW! ON DRANINOS C-6, C-8 AND D-5 All ASPHALT PAVEMENT SHALL MEET THE DETAILS FRONDED
ON CRANING 0-5.
SOEWALIt NILL ONLY BE NST•MEO ON THE OOWNSTlEAM SIDE OF THE DAM.
UPFINAL INSPECTION BY THE CITY TY RALEIGH AND APPROVA BY NCOEp. CLOSE BOTTOM MAIN N VALVE AND IMPOUND R
ATIXI A RATE NOT TO EXCEED I FOOT PER DAY.
ZONE 1 NEUSE Ta \ I I I } �\� / /� (/( / 6 5. ONCE WATER HAS REAPED THE NORMAL P00. ELEVATION Mq UPON APPROVAL OF THE Cltt OF RALEIGH. RESTOCK THE PONDS
O• j , 120NE 2 NEUS
RIVER BUFFER LINE , ) \ \ I I I I I I O.M /70 ! O/ II
�\' \ \ ,y I I 1 I 1 Ii I .O ('lN�lr l'OI _ ' RIVER BUFFEfj LINE IN ACCORDANCE WM THE SPEgFlCATRIS.
B ! `I I 1 I I I I IoI n .. IInl7 6" i /(r/
ZONE 1 NEUSE RI
fR
BUFFER LINE
ZONE NEUSE'
RIVER BUFFER USE
i \ I I i 1 1 I (
o I III I I // / /!
A A y�I f I //
1 1 ! T I I I
V • / �� , , , oo; / ,v ill 7�1,� ILII
FLOODWAY FRINGE
! / ! / ! / ,_� T • "• ' / / / l / !f ( O 1 O ,/ i ICY. / m IEN
M
000;
-
""\ \ l \\ l\ � % � � ! �. \ � h:" t � / / 1 J � _ J ! I / "'<�k. _ _ •4O•� l\ \\\ III Ni � i l l j
FLOODWAY FRINGE
R \^ a
-'___-a- "�'// /// JJ J/ oo ! / // / i/.• / - / D -\\\ 11 ! o I/ /$! / / I oil I I o t 11 1 1 II \\ 1
�' J „� t / / ryo. / / / / / /' � ^ -- .•.. _; N II D 1 ...5 F A 9 2g5 \\\\ j �.' LoI� I t a / / ! I o I l o � II 11 1 l 1 0tL
1 1 1
-
' �/ /J ^T J J! // J / / / / /_��� j \ _. \W. _�' 1\\11 /� {/(�il•' Int "? Il i1 1 I Hill I I n I I I 1 co+ 1 l 1 1 �c'n 1 1\ \ \\ � `^ `
•^ / ! ,J �! ! 00 �' -/ ../ / / / \ ^� X0.0 tIl\\\\ ! � j``, 1 I 11 1 I I I ; II 1 1 ii 1\ \ \\ \ \\ \ \ ^"„
�i i i/ �•y\g � "' - -" -- J_-"-� --// - \�- W � .o \\\ 1 I I `tom\ III I 1 I \ \ \ \ \ \ ^^
. J _
W
�� ''i' i''S\O�� �•. "'� \ WLEGEND
����i'/�'.-.��� ��.�"'•- s -__ /- \ `\`W \�\�\\ w ! Ill i ` i \\ \ \ \ \ \\ \ \`., '----
/� � .. � 500 ���"`"'` n=� --',rte � W I �' \\ �� III ♦ � � L�\--,•\ � `\ \ \\ �~ _ -
LjPROPOSEDGUARDRAIL '�"�'� �� /'SO �'�/���" _�^ a_ ! \_ ` \ �a\ \��. \ ^ \ \ �•`^ �--'----
_
_Fp�� '' �' / /'@ .�,�*�� .. ti•at -_ _
_
ROADWAY CENTER UNE_ EDGE OF PAVEMENT /!\ I/ _
.....- LIMITS OF MOUNTAIN LAUREL �
� �r _^' �Vf� i _ / �" - �•"� ^ `-_ - � -- -- -- '"
i
I�r LIMITS OF DISTURBANCEfy
/ / O" / - ^ �-y�.� �•�\w.��� {- �� I I'i _ `
u� TEMPORARY CONSTRUCTION EASEMENT ' / / ^.^ _
--_283-- CONTOUR INTERVAL O
DETAIL NUMBER / / / ! --` -- `, \ \ \ _ O _
DRAWING SHEET-` -^
— -- APPROXIMATE END OF DAM
SDE PROPOSED $TORMWAIER DRAINAGE EASEMENT / APPROXIMATE END OF DAM
ASF — ALLUVIAL SOIL FLOODPLAIN BOUNDARY
FF FLOODWAY FRINGE !/ J ! 2 i--.-_-/ ---
/
-
!
---- --- 37s.o0
NOTES
Ir
1. ALL DEPTHS AND LOCATIONS USED TO REPRESENT UTUTIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY f / 29p,Op Op
av :;`�� ?�\ ^ ^ ^` `
LGCATIONS PRIOR TO PERFORMING ANY WORK IN THE VICINITY OF UTIUTIES. J/ O� RI
/'/ A / NEW
r/ // /-"\\i'
2. USE ONLY COMPACTED SOIL OR FLOWABLE FILL FOR BEDDING AND BACKFILL OF ANY NEW UTIUTY UNE$ "THIN DAM. BACKFILL --TOP EL: 299.76•
! � J / / /,
SHALL BE USED UNLESS CONDITIONS WARRANT OTHERWISE AND THE PROJECT ENGINEER'S APPROVAL MUST BE OBTAINED. / / / / / 4^ V ^ O \ w\ ^,a^ •30j. ^ ^ \ 'y� .-
/-
± 3. SANITARY SEVER CONNECTIONS WILL BE TERMINATED AND ME SEVER REROUTE PUN WILL BE IMPLEMENTED, AS DIRECTED BY THEo
/ // ! / / /' a ^ `� ^ \ \ \ \ ^ ^ ^ ^ ♦ P ^ 1 �- `^ _ - '- _ _
CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. / / / / / // 9 i 2$5.00-
• 4. EXISTING WATER LINE TO BE SHUT OFF BY THE CITY OF RA lE1 ON PUBLIC UTILITIES DEPARTMENT. WATER UNE SHALL BE ! ! / / / / 00 O
1 DISCONNECTED DURING CONSTRUCTION AND RECONNECTED BY THE CONTRACTOR. ! !
"O
o� \ \ \ \\ \ ^
5. EXISTING GUARDRAIL ON BOTH SIDES OF THE ROAD IS TO BE REMOVED, DISPOSED OF AND REPLACED WITH NEW GUARD RAIL AS >/ cc\\ SDE J / / / \\^ ^ �"-
SHOWN ON DRAWING D-5. ! '//f / / \ / J ` APPROXIMATE) END O\ DAM
6. BACKFILLING OF THE EMBANKMENT SLOPE SHALL BE COMPLETED AT THE SLOPES INDICATED IN BENCH DETAIL IN D-4 DWG. THE / / /J I/r JfJ �a ppO /
jBACKFILL SHALL BE PROPERLY GRADED TO THE MEET THE PROPOSED GROUND CONTOURS AS SHONN.
f 7. THE LOCA71ON OF THE CONCRETE RISER BOX SHALL BE AS CLOSE TO THE UPSTREAM TOE AS IS FEASIBLE. ENCROACHMENT INTO
THE UPSTREAM FACE OF THE DAM SHALL NOT BE PERMITTED WITHOUT APPROVAL BY ENGINEER.
8. SEEPAGE DIAPHRAGM MOM PERPENDICULAR TO BOX CULVERT. EXTEND 5 FEET INTO CUT SLOPE WHICHEVER IS LESS AS SHOWN
ON DRAWING D-1.
9. ENCROACHMENT INTO THE UPSTREAM FACE OF THE DAM SHALL NOT BE PERMITTED WTHOUT APPROVAL BY ENGINEER.
10. CONTRACTOR SHALL MAINTAIN INGRESS AND EGRESS FOR ALL DRIVEWAYS, OR MAKE ARRANGEMENTS FOR ALTERNATIVE DRIVEWAY
LOCATIONS PRIOR TO CLOSING THE ROAD.
SURVEY NOTE:
LAYWT FOR BASELINE DRAWING BASED ON THE SURVEY COMPLETED
BY MCKIM k CREED, PA DATED APRIL 8, 2010 AND AUGUST 31, 2015.
NPDES STABILIZATION LEGEND
STABILIZATION AREA 2
• STABILIZATION AREA 3
STABILIZATION TIMEFRAMES
SITE AREA SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES.
RALEIGH. NORTH CAROLINA
4! QO
.S T
1 SWALES, DITCHES.
7 DAYS
NONE
SLOPES
MAR
JAM W.0
amec
SLOPES STEEPER MAN
JAM
fOstff
IF SLOPES ARE 10' OR LESS IN LENGTH
2 3:1
7 DAYS
AND ARE NOT STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
3 SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'
SCALE:
NC v)a
AS SHOWN nTeT-Iwo fAXHsI�aOcr. Gen
ENO. F"1266
N LENGTH
ALL OTHER AREAS NTH
JOB 10
NONE. EXCEPT FOR PERIMETERS AND HOW
4 SLOPES FLATTER THAN
4:1
14 DAYS
ZONES
hr
,f ./
�o �a
S O
NPDES STABILIZATION PLAN -FINAL
20 TO 0 20 40
GRAPHIC SCALE - IN FEET
A17 "'
�</''L
LAUREL HILLS DAM
'\ FEss�
OffC Z
O
RALEIGH. NORTH CAROLINA
4! QO
.S T
ofNE P
DRAWN:
DR CHECK:
MAR
JAM W.0
amec
ENG CHECK:
JAM
fOstff
APPROVAL:
JAM Wteekir
2 09/29/2D1 DMS I JAM ISSUED FOR BID
DATE:
—Far MN Embamnl6lTau_.I-
SEPTEMBER 29, 2017 4a2H snsscv aEFx OPoVE suITE Ha
DUHNAM
1 DS/OS/201 MAR JAM ISSUED FOR BID
SCALE:
NC v)a
AS SHOWN nTeT-Iwo fAXHsI�aOcr. Gen
ENO. F"1266
D 12/16/2016 DMS IJAM REV 0 - FOR REVIEWREFERENCE
DIS:
JOB 10
DWG N0.
REV. DATE BY APPR DESCRIPTION
6472-12-1160
C-11
1
CONCURRENT REVIEW APPROVAL
GOY OF RALOGH-P NOR�DF011Ca6r6urnd
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PIAMANG20MNG
FIRE
URBAN FORESTRY
SITEACCESSIBILITY

BOX CULVERT SECTION@
SCA N
SEEPAGE DIAPHRAGM 5 TL x 5 ft CAST -IN-PLACE
NCDOT 2S REINFORCED CONCRETE BOX
ASTM C33
0
I
4' SCH 80 PVC DRAIN UNE
"TH VARMINT GUARD
REINFORCED CCNCRETE
ENDWALL (NCDOT 838.22
MODIFIED FOR SITE
CONDITIONS AS SHOWN
ON DWG 0-3)
REINFORCED CONCRETE
ENDWALL IN GOT 83.22
MODIFIED FOR SITE
CONDITIONS AS SHOWN
ON DWG D-3)
1 _ III -1 II -1 11=� I I i I�r
6" OF 78 SHONE ARWND PIPE
SEEPAGE DIAPHRAGM SECTION@
SCA : NTS
APPROXIMATE EL
(3)306.,8'
NOTES
1. SEEPAGE DIAPHRAGM SHALL BE KEYED INTO
THE EXISTING SLOPE AS SHOWN.
2. SCHEDULE 80 PVC PIPE "THIN FILTER
DIAPHRAGM SHALL BE PERFORATED AND
BACKFILLED WTH MINIMUM 6' NCDOT 78M
AGGREGATE.
3. AFTER CULVERTS ARE COMPLETED ON TOP OF
SEEPAGE DIAPHRAGM 80—LAYER. REDIRECT
ROW FROM COFFERDAM (STORMWATER BYPASS)
THROUGH RISER STRUCTURE AND CULVERTS,
AND COMPLETE SEEPAGE DIAPHRAGM.
_4' SCH 80 PVC DRAIN LINE
WM VARMINT GUARD
SIDE VIEW
ENERGY DISSIPATER E
rlc Wn o-,
SM 2016-008
TRASH RACK CONNECTION DETAIL A
SONeN & t
TRASH RACK ASSEMBLY e
—I Ts
I 1 I Il %I
4' SCH 80 SOLID PVC DRAIN UNE ///
SEEPAGE DIAPHRAGM SEEPAGE DIAPHRAGM PLANVIEW c
SCNE:M.T.S. D-1
SCALE, N.T.S.
—WALL
(NCDOT STD. NO.
838.22) SEE DWG
D-3
4' A SCH 80 PVC PIPE DRAIN
WITH ANIMAL SCREEN
ENERGY
GLASS
CONTROL !
RBNFORCED CONCRETE
ENDWALL (NCDOT 838.22
MODIFIED FOR SITE
CONDITIONS AS SHOWY
ON DWG D-3)
FRONT VIEW
µ i
GA
pQ- �F£SS p<2 s
1 31I1� 2 e
RADE W s4 •(.�kGINEW!nF2:'
N
FABRIC 3 2/15/sate 1 DMS JAM ISSUED FOR DID
4" • SCH 80 PVC PIPE DRAIN
WM ANIMAL SCREEN
VARMINT GUARD DETAIL
SCALE: N.T.S.
4. SCH 40 SUP -ON
PVC GUARD
Xi'x 1}' STAINLESS STEEL
MESH SCREEN
-11-1_1
�\I � ISI VENN-8_iIIIIIIi,
c�a.7fi
---------- 7-7
='
0 .III,. ■ ■..
�iWi1v 8®��8
Q
. .... r
PROJECT No. 289246

5C O 6"
51, IDE
6. O.C.
O51,
Itrr.1 %O6'
•
IOC 06'
� 3' 4N
O.C.
10E O
O.C.
•
�
PVC
EL 2 1.71
24" min. (TYP.)
DUMBBELL
w STOP
d.
lOC 06-
6"O.C.
98
2.4G4
O.C.
Y
12?
24'PIPE 5'x5'
Ll
5A O 6'
BOX
•�-.
RISER STEP
CULVERirT
O.0
NO. 10 SPLICE: 72 INCN (MIN.)
RISER
O.C.
AMERICAN STEP
ML -13 -NCR OR
RISER STE
IDA 010
17' 2"
1 W O 6'
•
AMERICAN STEP
O.C. 108 O 6"
18' min. (TYP.)
tOB O 6'
1. PVC
18' 2'
toA ae'O.C.
DUMBBELL
O.C.
22' 0'
WATERSTOP
(TYP.)
t0A O 6"
22' 0"
3000 PSI
SCO 6' O.C.
SAO 6'
tt' Y
O.C.
CONCRETE RISER BOX
o.c.
ICE #10
PLAN NEW
PVC DUMBBELL
1I 12' MIN�,(TIP.)
1 5C 0I
5A 0(6'
(TW.)
99
4
4' ii'
O.C. (TYP.)
3"MN
Total Weight of Re
MONOLITHIC CORNER A
51, IDE
6. O.C.
O51,
28'_1
•
IOC 06'
� 3' 4N
6'
10E O
O.C.
I
45' O.C. (TYP.)
EL 2 1.71
98
O.C.
d.
23' 6'
98
2.4G4
(TYP-)SSI
17' 10'
0 a 111 O.C.
559
LA0. 5 SPLICE 20 INCHES
5A O 6'
30
RISER STEP
RISER STEP
5B O 6"
O.C. (TYP')
O.0
NO. 10 SPLICE: 72 INCN (MIN.)
FT.
O.C.
AMERICAN STEP
ML -13 -NCR OR
1906
IDA 010
17' 2"
LA0. 11 SPLICE, 84 IF (MIN.)
8866
AMERICAN STEP
18' 2'
..108
tOB O 6'
O II
18' 2'
toA ae'O.C.
6,412
O.C.
22' 0'
39
(TYP.)
ML -13 -NCR OR
22' 0"
3000 PSI
4,559
y #5
tt' Y
SAO 6'
CONCRETE:
ICE #10
LOA O 6 'O.C.
PVC DUMBBELL
(SPACED
EQUIVALENT
O.C.
(TW.)
99
4
4' ii'
O.C. (TYP.)
3"MN
Total Weight of Re
MONOLITHIC CORNER A
SCAti Nl.i D-2
(SPACED
28'
63],489
Total Wel t d Rlaer 0i
3' N.
BE 0r O.C.
r
(TYP.)
Unit Weight (lee/R3)159.9
(TYP.)
9 sC O
PVC DUMB$TOPBELL
t0A O 61
fj
Y
•
R4
(TYP )
' 5A O 11
•
fe--
N0. 5 SPLICE: 20 LACHES
108 O 6'
(TYPJ
10
••
LA0. 10 SPLICE 72 NCH
•
d W
U
RISER/CULVERT JOINT PLAN VIEW
O.C. (TTP.)
NO. 11 SPUCE 84 NCH (MN.)
i S' MMI.-
O==
n U
M
WAlERS70P, VOLCLAY-R%101
OR APPROVED SUBSTITUTE
WATERPROOF
CONSTRUCTION JOINT
i
is
a•
O
5E O 6' O.C. O O 6'
12" MIN. (NO. 5
C.
' HOOK LENGTH) TYP. '.•
•
-
O
VC DUMBBELL
loss EIC
RE (KEEP
•
jNO. 1p H OOK
•
• LEN81H)'.•
F1
•
3000 PSI 4'. '.
'I CONCRETE e -
AIERSTOP
5 ,10F OE" B
O C. (TYP.)
4
INO
(LA0. 11 HOOK
�
4 LENGTH)
6
11B O 6' O.C.
TIE HOOK LA0. 10 BAR
12' MIN.
11 A O 6' O.C.
Y INTO LA0. 11 NAT
�
(LA0. 5 H001(
LENGTH)
51, IDE
6. O.C.
O51,
28'_1
1_
SA aIII OC.
1
6'
10E O
O.C.
I
1 `"""
EL 2 1.71
98
O.C.
F
23' 6'
98
2.4G4
(TYP-)SSI
17' 10'
0 a 111 O.C.
559
10
5A O 6'
30
RISER STEP
RISER STEP
5B O 6"
O.C. (TYP')
O.0
1013 a6.O.C.
FT.
O.C.
AMERICAN STEP
ML -13 -NCR OR
1906
IDA 010
17' 2"
120
8866
AMERICAN STEP
18' 2'
82
tOB O 6'
100 #10
18' 2'
toA ae'O.C.
6,412
O.C.
22' 0'
39
EQUIVALENT
ML -13 -NCR OR
22' 0"
39
4,559
y #5
tt' Y
SAO 6'
5F O 6'
ICE #10
2 LAYERS OF 5H
PVC DUMBBELL
(SPACED
EQUIVALENT
O.C.
20
99
WATER STOP
(ENTIRE JOINT S-0'
ALL SIDES)
4' ii'
O.C. (TYP.)
423
Total Weight of Re
TED TO MAT
12 -INCHES)
(SPACED
63],489
Total Wel t d Rlaer 0i
17
BE 0r O.C.
(ENTIRE JaNT
(TYP.)
Unit Weight (lee/R3)159.9
12 -INCHES)
PVC DUMB$TOPBELL
WATER
(ENTIRE JOINT
ALL SIDES)
108 O 6'
10
11Aa01 QC.
118eirac.
RISER/CULVERT JOINT PLAN VIEW
O.C. (TTP.)
JOINT PROFILE
M
13.7,
—IDA 06-
6'O.C.
O.C. (TYP.)
50 a r O.C.
VC DUMBBELL
loss EIC
RE (KEEP
DUMBBELL
AIERSTOP
5 ,10F OE" B
O C. (TYP.)
INO
BOTTOM DRAIN INVERT ET.EVATION 266.39
WATERSTOP Ir
tmeB"OC. J SOa OC. 1I
•
seo6mOPOBEOPOII
•o.c. ��.
*; s
4r j
4 • Y 4 4ij 6 EL. 279.80
EL 279.89'
ftpa8.O.C. tlsO CO.G
5E o 6"5D O 6' 11B O 6' 11A O 6' BOTTOM DRAIN PIPE
O.C.
O.C. O.C. (TYP.) O.C. PENETRATION REINFORCEMENT
CONCRETE RISER BOX POTATION
NOTE.
THE RISER SHALL BE CONSTRUCTED WITH
CONSTRUCTION JOINTS, INCLUDING PVC DUMBBELL
WATERSTOPS, OVER THE HEIGHT OF THE RISER AT A
MAXIMUM SPACING OF 10 FEET.
THE BOX CULVERTS SHALL BE CONSTRUCTED WITH
TRANSVERSE JOINTS, INCLUDING PVC DUMBBELL
WATERSTOPS. ALONG LENGTH OF THE CULVERTS AT
A MAXIMUM SPACING OF 20 FEET.
NOTE:
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALL CITY OF RALEIGH STANDARD AND SPECIFICATIONS
AND NCDOT IF APPLICABLE.
SM 2016-008
O 12' O.C.
IP.)
A O 127
.C. (TTP.)
As1MAns
RISERS STEP DETAIL c..e.mMraMa.l.,.
y1rCA
F O 331 C�7
NGINEE�p2'a
BOX CULVERT DETAIL D.C. (TYP.)
LASER 0011 BOY �• VFRT ELM
5 •
___.._ ..._...
28"
28'_1
1_
SA aIII OC.
1
20' 6'
O 6'
3,339
13
23' 6'
98
O.C.
F
23' 6'
98
2.4G4
4
17' 10'
0 a 111 O.C.
559
10
5A O 6'
30
559
10A O 6"
4'
O.0
1013 a6.O.C.
FT.
O.C.
TOTAL WEIGHT OF CULERVERT PFT.
1906
IDA 010
17' 2"
120
8866
SF O 6'O.C.
18' 2'
82
tOB O 6'
100 #10
18' 2'
toA ae'O.C.
6,412
O.C.
22' 0'
39
4,559
It 1
22' 0"
39
4,559
y #5
tt' Y
20
5F O 6'
ICE #10
11' 9"
PVC DUMBBELL
1,011
SJ
O.C.
20
99
WATER STOP
(ENTIRE JOINT S-0'
ALL SIDES)
4' ii'
20
423
Total Weight of Re
IDs)
50 a 11101
PVC DUMBBEL
WATER SR1P
63],489
Total Wel t d Rlaer 0i
17
BE 0r O.C.
(ENTIRE JaNT
157.4
Unit Weight (lee/R3)159.9
ALL SIDES)
PVC DUMB$TOPBELL
WATER
(ENTIRE JOINT
ALL SIDES)
11Aa01 QC.
118eirac.
RISER/CULVERT JOINT PLAN VIEW
RISER/CULVERT
JOINT PROFILE
NOTE.
THE RISER SHALL BE CONSTRUCTED WITH
CONSTRUCTION JOINTS, INCLUDING PVC DUMBBELL
WATERSTOPS, OVER THE HEIGHT OF THE RISER AT A
MAXIMUM SPACING OF 10 FEET.
THE BOX CULVERTS SHALL BE CONSTRUCTED WITH
TRANSVERSE JOINTS, INCLUDING PVC DUMBBELL
WATERSTOPS. ALONG LENGTH OF THE CULVERTS AT
A MAXIMUM SPACING OF 20 FEET.
NOTE:
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
ALL CITY OF RALEIGH STANDARD AND SPECIFICATIONS
AND NCDOT IF APPLICABLE.
SM 2016-008
O 12' O.C.
IP.)
A O 127
.C. (TTP.)
As1MAns
RISERS STEP DETAIL c..e.mMraMa.l.,.
y1rCA
F O 331 C�7
NGINEE�p2'a
BOX CULVERT DETAIL D.C. (TYP.)
LASER 0011 BOY �• VFRT ELM
5 •
Lan
WEJCHT LBS
We' M
1
20' 6'
156
3,339
13
23' 6'
98
2,404
F
23' 6'
98
2.4G4
4
17' 10'
30
559
10
17' 10'
30
559
TOTAL WEIGHT OF REBAR PER FT.
4'
40
49
FT.
1]24
TOTAL WEIGHT OF CULERVERT PFT.
1906
IDA 010
17' 2"
120
8866
LOB no
18' 2'
82
6,412
100 #10
18' 2'
82
6,412
11A oil
22' 0'
39
4,559
It 1
22' 0"
39
4,559
y #5
tt' Y
20
242
ICE #10
11' 9"
20
1,011
SJ
4' 9'
20
99
IOF 0
4' ii'
20
423
Total Weight of Re
IDs)
41 945
Total Weight of cm—t, Lee
63],489
Total Wel t d Rlaer 0i
6]9433
Vdume 3
157.4
Unit Weight (lee/R3)159.9
SM O tY
O.C. (iYPJ
O 12'
(TIP.)
1 12'
(TIP.)
BAR O BAR SIZE LENGTH
OTY.
WEJCHT LBS
5L /5 4'-8'
1
1 19
SM 05 6'-2'
2
13
5N #5 1'-8'
2
10
50 /5 S-4"
4
14
SP 85 11'-9"
4
49
5o #5 5'-0'
2
10
M /4 V-0'
64
67
TOTAL WEIGHT OF REBAR PER FT.
182
TOTAL WEIGHT OF CCNCRETE PER
FT.
1]24
TOTAL WEIGHT OF CULERVERT PFT.
1906
CONCRETE (CU. IDS.) PER FT.
1.22
NQTFc.
1. CONCRETE TO HAVE MINIMUM UNIT WEIGHT OF 162
PWNOS PER CUBIC FOOT.
2, CONCRETE 70 HAVE MINIMUM COMP 511 STRENGTH
OF 3000 POUNDS PER SQUARE INCH.
4'-11'OF
5J
5E
_O"0
22'-0' 11B
22-0' 7Th
1'-0' 4A
II
F F 23•_6" 5C
4 ?18'-2 IOC
23'-6' 5B
18'-2' 100 3'-4' 50
14" 7'-Y IO
5A Ill " r�1•-8" 5N
TE 0--51 B" 51 6'-2' SM
I I 11'-Y y I I I
1 L 11 _9' t0E
�--fi -to� sH 111JJJ-- m IS
IS
REBAR IDENTIFICATION
PROJECT No. 289246

II5/8" DIA.
STEEL THRE
THREADED ROD ANCHOR
a(:AIE N.T.S.
F— "I
RISER BOX
WALL
SECTION /6 REBAR
I 5'
113 STIRRUP
100 ADHESIVE 1
6"
6"
6"
7/8" DIA. DRILLED HOL 1
48"
3" +I
CONCRETE SUPPORT
PEDESTAL (3000 PSI)
1O'
CONCRETE BOX RISER
EL 279.69' - BOTTOM
COMPACTED ABC STONE TO
y, 95R MAXIMUM DRY
DENSITY OF MODIFIED
H PROCTOR
�I
SOFT FOUNDATION DETAIL
6CAIE T.
SLIDE GATE DETAIL
PROFILE PLAN VIEW
CONCRETE SUPPORT PEDESTAL D
sT:wE x.Ts o-3
LIMITS OF EXCAVATION
H
ILTER FABRIC
(MIRAFI FW700 OR
APPROVED SUBSTITUTE)
S.
CONCRETE
RISER WALL
1 1/2" WIDE X 1/8" THICK
STAINLESS STEEL STOCK
(UPPER SUPPORT)
/3 STIRRUP
16 REBAR /
SLIDE GATE FRAME
1 1/2- WADE X 1/8" THICK/
STAINLESS STEEL STOCK -
(LOWER SUPPORT)
5/8- DIA. STAINLESS STEEL
THREADED ROD
SEE THREADED ROD
ANCHOR DETAIL
SLIDE GATE
FRAME SECTION
ACME N.T.S D—a
E'ADOVE
FLOW LINES
SEE STD. M 838.45 FOR GENERAL NOTES.
10"
2'r
FILL FACE �2"
TY
0 m SM 2016-008
2
sever
e ,
OETAR. CSWIFNASFAE�RS
4
i
WATERMAN AC -31 24—INCH CANAL GATE DETAIL A
5(iNE NJ.S D-3
"N"@9" VT p 11 8" OUTFALL ENDWALL PLAN
S.AIE N.T6.
"H"
�T'
REFERENCE: NCDOT STANDARD 838.22 MODIFIED FOR BOX CULVERT
ar BY AMEC FOSTER WHEELER
m
a 5 SPA. 09" FILL
o 2 SPA. @ V-9" STR. \ FACE 2 -NI, 2-N3, 2-N4
FACE 2-1-11, 1-H2
SECTION - AA FACEA3-H1, 121H2ILL V2 2 SPA. @ 1'-6"
FILL FACE
r N2 1-Y21 143, 1-V4
z Z1 3'-5" I N4
eb! J l J 1
Z2 3'-0° � Va
`
Z9 2' H1 7 ° — — —
jo
AY-RX101 H1 4'-11" N N
'STITUTE H2 2-11"' -T4
1'•1"
"H" BARS "N" BARS "Z" BARS WING ELEVATION
"H", "N", 8 "Z" BAR DIMENSIONS
ARE OUT TO OUT.
1 (N CA f?
i p? Op£SS/OHC�ti: SLIDE GATE ASSEMBLY 6
= 4� S y= LAUREL
RALEIGH, N(
13111 2
ALL CONSTRUCTION SHALL BE IN ACCORDANCE "y'.FR YAP` DRAWN: MAR
WITH ALL CITY OF RALEIGH STANDARD AND "y..�Y p`,wa
SPECIFICATIONS AND NCDOT IF APPLICABLE 411N° OFT CHECK: JAM
GENERAL NOTES:
1. USE CLASS "A" CONCRETE.
2. ALL DIMENSIONS RELATIVE TO PLACEMENT OF
REINFORCING STEEL ARE CENTERS OF BARS.
3. COVER WEEP HOLES ALONG BACK OF ENOWALL WITH
MIRAFI FW 700 OR APPROVED SUBSTITUTE.
BILL OF MATERIAL FOR ENDWALL
PMTS LIST
iVD
NAYS
OTY.
1
FRIRE IALUrreNY.O[OIt10®1
I
2
COYRt1A111YNWP TID
1
a
1 TOP PTATE IALIIFNVLM
1
4
WJWW M
I
5
SISI (STAINLESS SIEEL. THREADED)
I
6
LFT MOU9IIC AID RUT
1
7
IFTIOUSlNGHAIDNMIE(STAl L 8reEL)
2
6
TOP PLATE HARDWARE (STAINLESS STEED
4
9
STEN TO CDV6LATTACINAC LIATYWI1E tSTA96!$S STEEL
t
t0
AL LONIIN SPOOT
t
IDA
U SEAT RNC 9EOPTBE RII®ER)
t
IDB
RETMIEIt R61C(ALLWAI
t
la
IAOUT/TNG HARPNARE(STMIESa STEEL)
ART
"N"@9" VT p 11 8" OUTFALL ENDWALL PLAN
S.AIE N.T6.
"H"
�T'
REFERENCE: NCDOT STANDARD 838.22 MODIFIED FOR BOX CULVERT
ar BY AMEC FOSTER WHEELER
m
a 5 SPA. 09" FILL
o 2 SPA. @ V-9" STR. \ FACE 2 -NI, 2-N3, 2-N4
FACE 2-1-11, 1-H2
SECTION - AA FACEA3-H1, 121H2ILL V2 2 SPA. @ 1'-6"
FILL FACE
r N2 1-Y21 143, 1-V4
z Z1 3'-5" I N4
eb! J l J 1
Z2 3'-0° � Va
`
Z9 2' H1 7 ° — — —
jo
AY-RX101 H1 4'-11" N N
'STITUTE H2 2-11"' -T4
1'•1"
"H" BARS "N" BARS "Z" BARS WING ELEVATION
"H", "N", 8 "Z" BAR DIMENSIONS
ARE OUT TO OUT.
1 (N CA f?
i p? Op£SS/OHC�ti: SLIDE GATE ASSEMBLY 6
= 4� S y= LAUREL
RALEIGH, N(
13111 2
ALL CONSTRUCTION SHALL BE IN ACCORDANCE "y'.FR YAP` DRAWN: MAR
WITH ALL CITY OF RALEIGH STANDARD AND "y..�Y p`,wa
SPECIFICATIONS AND NCDOT IF APPLICABLE 411N° OFT CHECK: JAM
GENERAL NOTES:
1. USE CLASS "A" CONCRETE.
2. ALL DIMENSIONS RELATIVE TO PLACEMENT OF
REINFORCING STEEL ARE CENTERS OF BARS.
3. COVER WEEP HOLES ALONG BACK OF ENOWALL WITH
MIRAFI FW 700 OR APPROVED SUBSTITUTE.
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL
BAR
SIZE
LENGTH
NO.
WEIGHT
H1
#4
5-6"
10
37
H2
#4
3'-6"
10
24
N2
#4
6'-7"
4
18
N3
#4
5'-8"
4
15
N4
#4
4'-9"
4
13
T4
#4
5-3"
6
21
V2
#4
4'-10"
2
6
V3
#4
3'-11"
2
5
V4
#4
3'-1"
2
4
21
#4
3'-11"
6
16
Z2
#4
3'-6"
4
9
Z3
#4
3'-1"
4
8
T1
#4
28'-0"
6
114
T5
#4
1-8"
112
128
M1
#4
3-4"
18
63
REINF. STEEL LBS.
481
CONC./CU. YDS
1.7
PROJECT No. 289246
�RevErr APrvw�
TRANSPdiTAl10N FEID SERVICES
PUBLIC UTNIES
SIDRARAIER
PIAtNNY20tNNG
FRE
URBMI FORESTRY
NTE ACCESSOLITY

MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
RFa Fo)1
CIT Ta a9vla[ TIER
SIDE VIEW
ILIfl■■■■■■■■/;f:;:::33
WARNING SIGN DETAIL
w IgTEB
gowmo oa`U11;� va CaxeTK1ID1Nx Rn1ulICLNINW.
�g�rxMFWpesTalFNAe�I 8�0 10R.
"��•� �ga'� eTPAx�Flveam. °F1EarTNKmM
PLAN
# `BLT FEHCEA
FY,Y1NpaDAPA•Y
II �1ruA
ti
I F�'9�111� �" '19�1111� ''I�IIII�IIII�
IID rALwc .NB . of 1111rT
CROSS SECTION
e�
C
CONSTRUCTION ENTRANCE RICH
TEMPORARY
DEWATERING PUMP
2000 GPM
6"0 HDPE PIPE
INSERTED THROUGH
EXISTING 24"0 RCP (SEE
SHEETS C-4 AND C-5)
6"0 HDPE PIPE
POND TEMPORARY
1 COFFERDAM��
5'-0" 2
q MIN.
�j ? _ `= CLASS I RIP RAP
oil - MIN.) = LINED SUMP (12" MIN.)
TEMPORARY DEWATERING SUMPM
SCALE: 1/8• - V-0" D-4
BENCH INTO SLOPE
1' (TYP. 2`(TYP,) DURING FILL PLACEMENT
AND SCARIFY (2 INCHES
MINIMUM) BEARING SURFACE.
APPLIES TO ALL SLOPES CUT INTO EXISTING EMBANKMENT
BENCH DETAIL
SCALE: N.T.S.
BELL FLARE FOR BELL STIFFENER
GASKET LEAD-IN RIBS
BELL SUPPORT GASKET
CORRUGATION
9A SO .5 to
11B So 035 1A
149 50 .11 SJ
11.9 41. AD 19
" 1 40 052 6.5
z19 3A U40 )1l
35.1 19 A60 ISO
411 11.1 061 196
ARI 1% 011 16J
54 3 to 011 35.0
15"0 HDPE PIPE
DESIGN OF SPILLWAYS
DRANAGE AREA NOR (.ENGTH'
(ACRES) (FT)
1 4.0
2 6.0
3 8.0
4;D0
5 2.0
1 DIMENSIONS SHOWN ARE MINIMUM
DRAINAGE AREA -1.9 ACRES
NOTE:
HEIGHT k MOTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REWIRED.
KEY RW RAP INTO THE DAM
FOR STABILIZATION.
WSTAWT. iRww T O RO
IK LL
BE
A OUTSIDE .-RR
HO IE 6 TE ENE FIRE ♦ FTE).
• NOPE TO RE DONG UN WITH 4• IOF
P
AND To TH BEWNO UNDER THE PIPE
AND W MECE E UL lE PIPE.
AINNALNF`LL G BFLL SS HALL RE
INS ED N ACCOIRD
STAVARW CURREM
CRY
STANDS.
COVER. cNDFE SHALL RE A N -
OF 1B E To FI FROM TIE DE (NO WALL
TH T A MINIMUM MSMEO C' OF (NOTE
MAT A REPRO OF 24. 6 COVER
MORD BE PRONGED i. MOPE
EXPOSED TO NEAW MALEFIC WING
CONSIBULTOr
• uA%NUM SLOPE
IS 12% ED BY T
ROPES MAY RE APPPON SURD TA OF
APPHE
CITY ENGO-ATEP UPON DETAILED STRUCT A
NSIGN NAD OTHM STRUCTURAL
DESNNS AND OINw SUPPORTING
• INS HOUR NONCE gEOQIED PRIOR TO
IHSTALLATON.
SM 2016-008
UR.
I CLL S RFG"UB. AND STRIP � AREA AM SOIL COHYAMNG NCIH AMOUNTS OF ONDER �ORRGAAC M TTEIt AND STOMPlF OR DISPOSE PROPERLY �
s115TWWled slalM. i .._.___ �__._...•T
,' � t L•!rw
2 E-SUK THAT �AT[�AAIhiM�.,HHEEAEE.� T INFREE
Ta tRWLO65E DDYY ACETALIFTS . Y K R. AND
OTHER IN
I}
]4W m1x/Wet �
lif.' M�pr.�i `y i;INS.
ACCORDAna WITH MC 9'ECIi1CATIONS.
NOTE-
O
O
1.
1REMOVE TREE AND COMPLETE ROOT WAD.
2. BACKFILL HOLE WITH SUITABLE FILL MATERIAL AS PROVIDED IN
THE SPECIFICATIONS.
3. PLACE AND COMPACT FILL MATERIAL IN ACCORDANCE WITH THE
SPECIFICAnDNS.
4. PREPARE AND SEED THE AREA IN
ACCORDANCE WITH THE
SEEONG SPECIFICATION.
+I
TREE REMOVAL AND
SLOPE REPAIR DETAIL A
SCALL: N.TS D-4
,. �..,.N.
w IgTEB
gowmo oa`U11;� va CaxeTK1ID1Nx Rn1ulICLNINW.
�g�rxMFWpesTalFNAe�I 8�0 10R.
"��•� �ga'� eTPAx�Flveam. °F1EarTNKmM
PLAN
# `BLT FEHCEA
FY,Y1NpaDAPA•Y
II �1ruA
ti
I F�'9�111� �" '19�1111� ''I�IIII�IIII�
IID rALwc .NB . of 1111rT
CROSS SECTION
e�
C
CONSTRUCTION ENTRANCE RICH
TEMPORARY
DEWATERING PUMP
2000 GPM
6"0 HDPE PIPE
INSERTED THROUGH
EXISTING 24"0 RCP (SEE
SHEETS C-4 AND C-5)
6"0 HDPE PIPE
POND TEMPORARY
1 COFFERDAM��
5'-0" 2
q MIN.
�j ? _ `= CLASS I RIP RAP
oil - MIN.) = LINED SUMP (12" MIN.)
TEMPORARY DEWATERING SUMPM
SCALE: 1/8• - V-0" D-4
BENCH INTO SLOPE
1' (TYP. 2`(TYP,) DURING FILL PLACEMENT
AND SCARIFY (2 INCHES
MINIMUM) BEARING SURFACE.
APPLIES TO ALL SLOPES CUT INTO EXISTING EMBANKMENT
BENCH DETAIL
SCALE: N.T.S.
BELL FLARE FOR BELL STIFFENER
GASKET LEAD-IN RIBS
BELL SUPPORT GASKET
CORRUGATION
9A SO .5 to
11B So 035 1A
149 50 .11 SJ
11.9 41. AD 19
" 1 40 052 6.5
z19 3A U40 )1l
35.1 19 A60 ISO
411 11.1 061 196
ARI 1% 011 16J
54 3 to 011 35.0
15"0 HDPE PIPE
DESIGN OF SPILLWAYS
DRANAGE AREA NOR (.ENGTH'
(ACRES) (FT)
1 4.0
2 6.0
3 8.0
4;D0
5 2.0
1 DIMENSIONS SHOWN ARE MINIMUM
DRAINAGE AREA -1.9 ACRES
NOTE:
HEIGHT k MOTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REWIRED.
KEY RW RAP INTO THE DAM
FOR STABILIZATION.
WSTAWT. iRww T O RO
IK LL
BE
A OUTSIDE .-RR
HO IE 6 TE ENE FIRE ♦ FTE).
• NOPE TO RE DONG UN WITH 4• IOF
P
AND To TH BEWNO UNDER THE PIPE
AND W MECE E UL lE PIPE.
AINNALNF`LL G BFLL SS HALL RE
INS ED N ACCOIRD
STAVARW CURREM
CRY
STANDS.
COVER. cNDFE SHALL RE A N -
OF 1B E To FI FROM TIE DE (NO WALL
TH T A MINIMUM MSMEO C' OF (NOTE
MAT A REPRO OF 24. 6 COVER
MORD BE PRONGED i. MOPE
EXPOSED TO NEAW MALEFIC WING
CONSIBULTOr
• uA%NUM SLOPE
IS 12% ED BY T
ROPES MAY RE APPPON SURD TA OF
APPHE
CITY ENGO-ATEP UPON DETAILED STRUCT A
NSIGN NAD OTHM STRUCTURAL
DESNNS AND OINw SUPPORTING
• INS HOUR NONCE gEOQIED PRIOR TO
IHSTALLATON.
SM 2016-008
UR.
I CLL S RFG"UB. AND STRIP � AREA AM SOIL COHYAMNG NCIH AMOUNTS OF ONDER �ORRGAAC M TTEIt AND STOMPlF OR DISPOSE PROPERLY �
s115TWWled slalM. i .._.___ �__._...•T
,' � t L•!rw
2 E-SUK THAT �AT[�AAIhiM�.,HHEEAEE.� T INFREE
Ta tRWLO65E DDYY ACETALIFTS . Y K R. AND
OTHER IN
I}
]4W m1x/Wet �
lif.' M�pr.�i `y i;INS.
ACCORDAna WITH MC 9'ECIi1CATIONS.
lrYin9 La,pN
3 TNOUTLET SCCn. IN TIE FABARNMENT . PROTECT THE CONNECTION
- CA OnCT THE TIE RFRAR AND THE
-- Bell LetNtl1 -'- -
OTh
SOLCONFROM
SQL FROM PIPING BY USING FILTER BETWEEN ME HEKTMOEWSO&L
CWIE AND THE SOL.
LINEIN OF
DINCOORPORARAM CIE WITH
4. ALL IT AND FLL ]LOPES SHOULD BE 2 (H) t (I) DR FLATTER_
A
1
MEWS. A FAVORABLE PH RANDE FOR PLANT CROW H.IOUSUUA LY IL -6.5.
3 CONSTRUCT ME FlNSNEO STONE STLLNAY BOTTOM WIDTH. AS MCWR ON 11E BANS wM 2 N) :1 ( S1DE
ROPES IXlENONG TO 11E TOP , TE OVEA _ EMBARIuwT_ kEEP TIE MX](NE55 6 TRIC SKS 111E
+I
cStAT�ARInE
FIHE
uulRD1T SMUPPTD AND KEF"IX FROM LLARQ RROOOTS9LBRAARCHC�S S OHESDI"i/FCE 0.005 OF EARAETH. OR 1HS�E AND
s1 MYW IN—
AS OUTLET RU TY AT A NOf A TRIC KIR MUST BE AND CONlm R1 GRADES1RUCAOE
To AS
O SUME OLgGN CAPACITY
3
1]
,. �..,.N.
6.MATERIAL USED N TIE STORE -YON RDULD BE A K31 GRADED YORURE OF STONE WITH A E30 SH OF 9
I1,
YH=M
E
PIM ViaN
MQES fQA55 B ER09d1 CONIROL Sip! IS RECOYLENDED ANO YANMUY STONE SIZE OF 1 INCHES. TIE
DRSTONES MO THE OF THE
D,A I
&+§ 0 0
Q➢ ' S_ A Dian 1➢.
i
---77'r-,'-REPAIRSAND
, LVIDS LARGER STONES. TITS
ST.E MOULD BCM A�Axd�IUR, HCS"NLAY PE95TANT
THE BAF1gEC.AND THE FROM THE
STRTAB WY �AR.
? y,RESCEDNG
SSTFIULTON N ACCORDURSED
AMYwT1 SIE MAI CAS
IE/AT STUNG SPEEOFICATT ONS.
SECTION VIEW
MAN ENAN F:
SCAIF: NTS
3 NSPECT TEMPORARY SEDLENT TRAPS AFTER EACH PENXD a SCNFICANT ALL REMOVE S KMT AICD
R !STORE TE TRAP TO In ORDINAL DIMENSIONS WHEN THE SCONENT HAS CCUM.1 DW ONE-nALE
F T
OESGN OEPM ? TIf TRA. PUCE TE SEDIMENT MAT IS REMOVED IN TIE DER.ArtO DISPOSAL NiEA AND
REPLACE THE CONTANNAIED PART OF THE GRAVEL FAONG
9. CHICLE TIE STRUCTUAtE FOR DAMAGE FROM EROSION . HANG ANY RRRA gSPU® fR. TE --AY MUST
BE REPLACED KHIEDIAMLY
15 F Tt ] 1911. ] IN 14 1 5V. 1
10. AFTER ALL SEQMENT-PROWQNG AREASXAK BEp PERMANENTLY STARIUM, RFYOLE TE STRUCTURE ANO ALL
SED
as UNSTABLE SEDIMENT E T SMOOTH TAREA TO &END WITH lE ADUONNC MEAS AND ST -Un PRORRLY.
FFMTrti CTVN
II.HA R Mulw A41MGTN,LYIFA41
Arc1dR•peM]dov
T. TEMPORARY SILT FENCING MAIL SE PULED AS MONTH ON .AWNGS C -LAND C-3.
A
MLI A NWnv�"1rr4an pNAN rrIAe.
2. FILTER FABRIC SHALL SE A UAXIMUM 32 -IN. WOVEN . MOM -%D\ P0.TPRCPITEIE, NYLON M POLYESTER
'AUUNC ULNAUDET STJUMLIS 5.
J. STAHES MALL M 1.33 POUNDS PER FONT SML POSTS AT A MAXNKAA SPACE OF B FT ON C NMR.
4. - FABRIC SHALL . SECURED TD TE STAKES USING 10 DAUDE NNE MESH WITH PLASM OR CURE TICS
5. A SYNCH FILTER FABMC SNRT SHALL BE PLACED BELON GROUND AND COVERED WITH BACNF71.
15"0 REINFORCED CONCRETE PIPE
SOL EXCCA Y.M PALER) pS" � 0" " MQ Lr eARs AND K EA EACH BONBON RNNFALL WING ACTIVE
SCALE: YTS
• SCDIMENT DEPORTS MUST K RFWOW:D FROM ME THE UPSTREAM ROE OF THE SILT FENCES NHEN THEY RGw
ONE-THIRD OF ME E1QR OF ME RICE.
• DAMAGED SILT FENCMO SHALL BE REPARED OR REP -D WMEIXATELY AT DEECTON OF QTY OF RALECH.
COMPLETION
]- T2•m N(DOT NS Y
R E%CA An ON ACnNTES THE SILT FENCING MAY BE RE1105ED, PRODDED THAT A PERMANENT
A2ETATVE STAND IS STABLE AT DRECTION OF CITY OF RALEIGH.
s115TWWled slalM. i .._.___ �__._...•T
,' � t L•!rw
raMrxu uNer�n mNWM••1bLa
SEE➢BEI➢ PRE➢ANATNw�
I}
]4W m1x/Wet �
lif.' M�pr.�i `y i;INS.
NECESSARY MECHANICAL so" AND SEDNENTATON CONTROL PRACTICES HFgE SEEDMG. ND cow EIC
S 41A j S
GRADING ACCORDING TO ME APPROVED PLAN.
L,
LINEIN OF
DINCOORPORARAM CIE WITH
pAE"ICROAACHMQIT AND
EnFOR 11-6iD" NCHES
NST OF SOIL BYS DISIUNGE OR OTHER
MEWS. A FAVORABLE PH RANDE FOR PLANT CROW H.IOUSUUA LY IL -6.5.
?p5
fRt-
+I
cStAT�ARInE
FIHE
uulRD1T SMUPPTD AND KEF"IX FROM LLARQ RROOOTS9LBRAARCHC�S S OHESDI"i/FCE 0.005 OF EARAETH. OR 1HS�E AND
C(q.0PpLEFIE SCEDREO PREPAR BY BRLEWIL UP LARCIE CLODS AND RYLPD INTO SMOOTH, SURFACIC
FILL ASTUNIFORMSE A
FRE91v LESS MAN 311. RL N OR LEVEL DEPRESSIONS THAT CAN CIX1ECf WATER. BROADCAST 5® INTO A
FRE91 LOOSENED SEEDBED THAT HAS NOT BEEN SCALED BY RANFAU_
,. �..,.N.
.PLY SEED UNIFORMLY TO ENSURE EM:N DSTMBUTION OF 3RD ACROSS THE ENTRE DSNRBED AEA AT RATE
SMONN
I1,
YH=M
IN ME SEEDING SPECFICATONS.
PIM ViaN
uULCH ALL PLANTHOS WMMIAMLY AFTER SEEDING.
l �
MANlEH1AxCF
i
---77'r-,'-REPAIRSAND
GENERALLY. A STAND OF VEGETATION CANNOT W DEnRWHED TO BE GULLY ESTABLISHED UNTIL SQL COI NAS BEEN
MINTANED FOR ONE FULL YEAR FROM RANTING. INSPECT SEDDED AREAS F. FAILURE AND MAKE NECESSAIY
RE STEDNCS WARN ME -1 SCASON, IF PCSSSM,
? y,RESCEDNG
IF A STANDHAS INAOEWAE COVER, RE-EVALUATE CH= OF PUNT MATERIALSAID WANTYMS OF
_______
"- OrOIN
UK AND RRTEJZfR. RE-ESTABLISH ME STAND AFTER SI O PIEPARATION OR OWR-SEEN THE STAND,
CONSDER SEEDING MMPORARY. ANNUAL SPECIES F TE TWE OF YEAR IS NOT APPROPRME FOR PERMANENT
fiat` �Xa
sEmwc.
TEMPORARY SEDIMENT TRAP DETAIL B
SCALE N.T.S D-4
�qES SAAR BATEARE
ATAL
SECTION B -B
xRY ro C E
WOOD OR
r/2"T:w eA"�c
o' NAMu
}
®-m
® IW
PAAMR
FeFAN` r Rs
II NARIWTII lAp Et1E'eb
T
M-
CONCRETE WASHOUT
(OR EQ 1,VTALENT)
11F1rLY
J �' f �iiZIIQVII)E
STALE
10 mH aLAS1K 1lo pLAHI -,%p 9 AU ORAL
TYPE "ABOVE GRADE" NTH STRAW BALES
Q NOTES
Y LS 4 1. AcnAL LAMENT TD 1E 1ETM9NW N THE FEW.
2 tpxcRa lE WASHOUT 9WCO SC
F 1FN DF 1K MTALIFp
IOWRI CDKOR RUE WASIpIT
USED TO CDxs1RU0! IEYPatARY COxaER
tu3HHdfxWIf RACM1ES ]HALL SC EMOWD real M 9R
AW ol:aDsm a as acAnm.
LV $ .. INDIES ama¢Tox9 RR oTEn CRaIHD .-AN.
F 2 "ASNwr�wRIS AU. eF B"EAac�i �. RF
APAREp. AND
N � srAeMzm ro vAEAENr wpv9N.
q
Z ~
CONCRETE WASHOUT DETAIL%1
srAle NT.L o-4
SAr10eAG
t0 na OAS- �_�Mn
ECTICH A -A
ro xNl
0 M FLASM !LVED
•000 AAYE EOA¢Y
TIE
TWO
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7 -m -
IW GRADE'
I F I ll4 Lbw
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10 ,ti MSTN:W_fW0__TYPE 'ABOVE GROUND"
WITH WOOD PLANKS
GARHj�'t
O � gSSIO Z
S Y
GINF�t�Pis''
NOTE : THE FOLLOWING SEEDING SPECFlCATDIS ARE A GENERAL RECwuoDAnal. PROPERTY
ORKAS MAY REQUEST A R SEIDNG WXWRE BASED ON EWSTNG VEGETATION.
SEEDING MI%W RE (FALL)
RYE GRAIN (SECALE CEREALS) 120
SEEDING YI%TITRE (FA11.1
Species• R.I. (w/xre)
RYE GRAN (SECALE CEREALS) 120
ANNUAL (KOREAN) LESPEDQA (NUMMEROWIA STPULACEA 50
5 FDIN . YI% �R (� 1MMFR1
GERMAN WILLETT (SETARM ITAUCA) 40
$FEEING GATES !PIEDMONT)
FALL: AUG. 15 -DEC. 30
UTE WN1ER (EARLY SPRING): JAN. 1 - MAY I UTE
SUMMER: MAY 1 - AUG. 15
saL .MwpuwTs
FFOLL W RE AND i50ATONS OF SOL TESTS OR APPLY 2.000 LB/ACRE (ROUND AGRICULTURAL
LB/ACNE IO -10-10 FERTUZER.
MU=
'PPLOMNDGWT /A ^E STRAW. ANCHOR MULCH BY TACKNG WITH ASPHALT. ROMNG ORA MULCH
DISI WITH BUOES SCT NEARLY SWAIGHT CAN K USCO AS A MURC H ANCHORING TOOL
YANTENAXLE
RE-FCRTU2E F .OMI IS NOT FULLY ADEOUATE. RESEED. RE-FWTU T AND MUIw
IMMEDIATELY FOLLOWING EROS. OR OTHER DAMAGE.
®YeFAIOR
HOT: THE FOLLOWING SCEDING SPECIFICATIONS ARE A GENQRAL NECOMIIw0AT10N MORERTY
OWNERS MAY PEOUEST A DIFFERENT SEEDING MIXTURE BASED ON EXISTING VEGETATION.
SEEDING MIXTURE (FALL)
TALL FESCUE
TALL FESCUE (FESTICA BUNDINACEA) (OTHHER LARKED )CHANNELS) 200 IW
NURSE PLANTS
BETWEEN MAY 1 AND AUG 15, ADD 10 LS/ACRE GERMAN MILLET (SETAIA ITAUCA) AR IS LB/ACTRE SUDAN
GRASS. PRIOR TO MAY 1 DR AFTER AUG 15, ADD 40 LB/ACRE RYE GRAN (SECALE CEREME)
DING DAjS
a�s�v�
FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
UFEB.
TE WINTER: F 15 - MAR. 21 FEB. 1 - APR. 15
FALL IS BEST FOR TALL FESCUE (FESTUCA ARUNDNACEA) AND LATE WINTER OR SUMMER FOR LESPEDEZA,
OVER
SEEDING OF KOBE LESPEDEZA (KUMMEROWA STRIATA) OVER FALL -SEEDED TAU_ FESCUE IS VERY EFFECTIVE.
APPLY LIME AND U2ER ACCORDING TO SOIL TESTS, OR APPLY 4.000 EN/ACRE .QUID AGfGCULNRAL
LIMESTONE AND 1,000.000 LB/ACRE 10-10-10 FERTILIZER.
w4000-5,000 l8
MATERIAL /ACRE GRAN STRAW .EQUIVALENT COVER OF ANOMER SUITABLE MULCHING
ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE PREFERRED ANCHORING
METHOD ON STEEP SLOPES.
RESE
MAINTENANCE
BUT MOWINGTIS NOT" ECESSARY MOWEDDAMAGED AREAS IMMEDIATELY. MAY BE MOWED ONCE OR TWICE A YEAR,
PROJECT No. 289246

TYPICAL MH FOR STORM SEWER
P SLZK wouaETee
12x ea
.D -.r ra•
r ea
x ea•
STMDAW YAFalO1F
SECTION A -A SECTION"
NOTES:
1. DEPTH MEASURED FROM TOP OF
CASTING TO FNVERTOF MANHOLE.
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM-CI7S REQUIREMENTS
3, SEE STANDARD. SW -10.10 FOR MANHOLE
COVER DETAIL
4. DOMESTIC CASTINGS REQUIRED
WITHIN STREET RIGHT-OF-WAY
TYPE A
SECTION C -C
STANDARD CLASS "A" MANHOLE
lTOE 1
'I
2-#4 BARS
iSECTION X -X
SECTION Y -Y GENERAL NOTES
ii
Type
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FLARED END SECTIONQ
CJ' nPSI-STNO%105
A B C
rurw.FmWNetr
bTNDWD
SYMI.10.07
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRISSNE STRENGTH.
2. TYPE OF PPE TO BE USED IS 2' MAXIMUM OUTER
DIAMETER, BLACK IRON, LOW CARBON PIPE,
3. ALL JOINTS TO HAVE A 1/2' FILLET WELD.
4. AFTER INSTALLATION PRIME AND PAINT ASSEMBLY WITH
BLACK, All WEATHER DANIEL.
STANDARD SAFETY RAILNAA
B
CONSTRUCTION SPECIFICATIONS
LA-- EAOHBDE OF TIE STRUORAE
0NITSS.YNTIEBOTTOMRONTO --
DiAFMCB TIE
F---.---
T U -S NCHES BELOW TIE CREST OF 1NE SIOFN
TIUM PIACF TIE BOTT011 ROW OF.LOC%SAOANBT
A,DTO
TIE F0 OF TIE STORM DRAW EOR NIFRAISUPPORT
AVOID WM41NX1}S WENOYERFLOWOCClR3
F NEEDED GIVE U1EML SIENRT TO StRSFOIENT
ROWSBYPUCNG]%. WOOD STIRS THi00GH
00%OPEN NGS
2. CMEFLLLY FO HNDVNRE 60TH OI1 COIDARAHE
WqE MESH WRH 1FSYCH CPETUNd OYER ALL
BLOC%OPEN.DSTO HDu)ORAYFL W P1ACE.
S ARE 0.EAMOMVEL 31a TO 1RN01 N
DWEIEA PVG®S INCIESBELdV 11E TOP
Of TNE.IfIL%OM AS:16lOPE OA FLATTER ND
SYOOTH R TOAN EVEN GRADE. DOT.T WASTED
STONE E REIDI.ENOEO
NOT TO BE USED FOR SEDIMENT STORAGE
ao 0 0 0 00 9�p�gL
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TYPICAL ROAD SECTION D
SCALY- N.T.S.
D-5
TYPICAL SECTION A`
3 2/15/201E I DMS I JAM
SM 2016-008
2 0Y/2a/2m DMS JAM
— MMI I IAM
O ADaITB9
T-10.20.1
AREA
aP� N C A q•"b
E� OQ'�pEiSS/p�(Z i
QQ S y
1 3111 2
ISSUED FOR BID
ISSUED FOR 810
ISSUED FOR BID
REV 0 - FOR RENEW
DESCRIPTION
NOTE: SEE TYPICAL ROAD SECTION DETAIL FOR SPACING REG
HOT MIX BITUMINOUS SURFACE
COURSE MR S-1 (75)
MR BTLIM
BASE COURSE MIX B-1 (75)
a� I AGGWMTE SASE COURSE
GROW CLASS A
HEAVY TRAFFIC ASPHALT PAVEMENi(P
trvc NTs o-
TYPICAL DETAILS PROJECT No. 289246
LAUREL HILLS DAM
RALEIGH. NORTH CAROLINA COMGIA.IIXfREyl.FAMROVAL
(iTY OF RAIFNAt-PUNBAUTItOR7EO Fpl C0114111UCTI0M
DRAWN:
MAR
OFT CHECK:
JAM
ENO CHECK:
- �
Rr
JAM
DATE:
r�I
F
AS SHOWN
�E
uiAm�STNP maul atEWN3
ctm.r3u
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aP� N C A q•"b
E� OQ'�pEiSS/p�(Z i
QQ S y
1 3111 2
ISSUED FOR BID
ISSUED FOR 810
ISSUED FOR BID
REV 0 - FOR RENEW
DESCRIPTION
NOTE: SEE TYPICAL ROAD SECTION DETAIL FOR SPACING REG
HOT MIX BITUMINOUS SURFACE
COURSE MR S-1 (75)
MR BTLIM
BASE COURSE MIX B-1 (75)
a� I AGGWMTE SASE COURSE
GROW CLASS A
HEAVY TRAFFIC ASPHALT PAVEMENi(P
trvc NTs o-
TYPICAL DETAILS PROJECT No. 289246
LAUREL HILLS DAM
RALEIGH. NORTH CAROLINA COMGIA.IIXfREyl.FAMROVAL
(iTY OF RAIFNAt-PUNBAUTItOR7EO Fpl C0114111UCTI0M
DRAWN:
MAR
OFT CHECK:
JAM
ENO CHECK:
- �
Rr
JAM
DATE:
FaOTMary 15. 2018
F
AS SHOWN
I
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s.EwuAsuFACE
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HuorwPR%Sc3
a
AREA
aP� N C A q•"b
E� OQ'�pEiSS/p�(Z i
QQ S y
1 3111 2
ISSUED FOR BID
ISSUED FOR 810
ISSUED FOR BID
REV 0 - FOR RENEW
DESCRIPTION
NOTE: SEE TYPICAL ROAD SECTION DETAIL FOR SPACING REG
HOT MIX BITUMINOUS SURFACE
COURSE MR S-1 (75)
MR BTLIM
BASE COURSE MIX B-1 (75)
a� I AGGWMTE SASE COURSE
GROW CLASS A
HEAVY TRAFFIC ASPHALT PAVEMENi(P
trvc NTs o-
TYPICAL DETAILS PROJECT No. 289246
LAUREL HILLS DAM
RALEIGH. NORTH CAROLINA COMGIA.IIXfREyl.FAMROVAL
(iTY OF RAIFNAt-PUNBAUTItOR7EO Fpl C0114111UCTI0M
DRAWN:
MAR
OFT CHECK:
JAM
ENO CHECK:
JAM
APPROVAL:
JAM
DATE:
FaOTMary 15. 2018
SCALE:
AS SHOWN
P� TRANSFN7RTATTUNP1ElDSERYIOES
RRAM u -,WS
(OSLB
WFIDP�T STpNNMTER
JOB NO.I DWG NO.
6472-12-1160 D-5
nc
aANw1Tvra+a[N ,
FDF
URBAN FORESTRY -
Sf1EACCESSDaJTY

/
1r
FIf
r
ZONE 1 NEUSE RIVER
I
STEEL CASING
�_
BUFFER UNE
UTUM IN THE AREA. EITHER IN SERVICE OR ABANDONED. THE ENGINEER, SURVEYOR, AND THE
CITY OF RAUDIGI FURTHER DO NOT WARRANT THAT THE UNDERGROUND UTUTICS SHOWN ARE IN THE EXACT LOCATION
\� \
fi
'
I;!' ll 1
i
l /
COORDINATE RECONNECTION OF SERMCES H1H OWNER/OCCUPANT.
E: 2088532.2806
BUFFER LINE
WATER AND SANITARY SEWER PERMITS. - PERMIT BOX SHALL BE PLACED IN A PROMINENT
LOCATION.
4. SEE C-5, C-6 AND D-6 FOR EROSION TURD FEATURES.
Itr
i
fLL qg
Ji 1 ! li/ r /i
C.
INV IN: 320.18 15' /
TE PaoPosED TEMPOITARr 1 11
SANITARY SEWER TO 1 j X 1 ll
EXISTING SSMH-A \raj 1 I jI 1 I W) , V\(I I
OL
OCK
fill
Y j91v
CROSSING PIPE SUPPORT
\ A 1 t 1
toNE 1 BUFFERRLR+E
INV OUT: 11.63 15" / / ( I /r ! !I I i t , / r I SSMH_B4. _2-u ' ,k/ I 1 I I
/NEW
�m
WITH TWO OUTSIDE DROPS\\ \ �I I I
/ ! ! ! /' I j �• a 1 I l I STA: 2+60.52' -2ONE 2 NNSE LAVER
6+ M I ���"_ / I /� /� TOP ELEV: 297.79, / BUFFER uK1 II I i I 1 1 )' 11 1 1 1 l -
/ 33 ( I I / N:759857.5922 `
-- q% /: 6+p0 + 0_ t 6 v�y E:2088288.6036
f I t 9 (W): 86.17 B"
" r_ '►� - , r FLaODw FRINGE ! !NV IN(E):286.08 8 1f
\__ l _ 1 I I `r/\ l i INv ouT: 280;63\
=129' S 9005
'-
!/� NEW SSMH-2 (MH)5 - DIAMETER
00` - �� __' tL N � W /� U-2 �<<,0j•
TOP ELEV: 310.70
N: THRUST
E:
E:2088161.1768 REACAON
/INV OUT: 2- , 8, _- BLOCKS-'�-\C \`\*00 lye
LEGEND: -INSERT VALVE (B) W �� H
EXISTING SANITARY SWR LINE
R-
- �"-
OAYEIER WATER MALE
-ONE-- EXISTING OVERHEAD ELECTRIC UTILITES ANLL CAE1lJr ,,." / / //// /_�=�y.Cy- `a \` ;ENCASEMENT MANHOLE/ (B)
-W- EXISTING WATER UNE
PROPOSED WATER UNE E NEW tY OP
TEMPORARY SANITARY SEWER BYPASS /.,•
PROPOSED SANITARY SEN£R LINE / Iy 1T' RCP TO POND'���_
LIMITS OF MOUNTAIN LAUREL r INV. ELEV. 298.7
LIMITS OF DISTURBANCE / / /
GUARDRAIL / - \ '
EDGE OF PAVEMENT / .APPROXIMATE FIND OF D-
•c GUY WIRE
--- CENTERLINE OF ROAD
m EXISTING MANHOLE
>( EXISTING VALVE
FIRE HYDRANT
SANITARY MANHOLE // // ! / // / /NX
\
\® PROPOSED INLET//
PROPOSED RIGHT OF WAY / / ,// // / 1-
/ _
- - - --------
APPROXIMATE END OF DAM-
GOE PROPOSED STORMWATER DRAINAGE EASEMENT
ASF - ALLUVIAL SOIL FLOODPLAIN BOUNDARY -
FF FLOOOWAY FRINGE
NEW MH WITH TWO
OUTSIDE DROPS
NEWMH STA: 2+60.52
NEW SSMH-2 (MH) 2+60.5TOP ELEV: 297.78
STA: 0+00STA:2
.00 TOP 2+60.597.78 N: 759857.5922
TOP ELEV: 310.70 E: 2088288.6036
[N: 759841.2098 N: 759857.5922 INV IN(E):286.08' 8"
E: 20881611768 E: 20882886036
INV OUT: 297.73 8" INV IN(W):286.17 8' INV IN(W):286.17 8
330 NV IN(E):286.08' 8" INV OUT: 32063 8
:. ... ,.,.. ......__ __._... ;..._..ANV OUT: 28063 B" ._. ;._........ :
320 ...... :......•rFlN15HE0'(RADE......... ..
...................15"0 HDPE PIPE .._ ... .....
3101. .....,.......�-+*,..... .INV EL:305:62.............. .I.......f.......
19 l��Rnm-� m
290 I..........: ....... ........ :.............
L=128' 8"0 Ductile
280 '
0+00
SANITARY SEWER PROFILE
HORIZONTAL SCALE: 1'-20'
VERTICAL SCALE: V-20'
SURVEY NOTE:
LA UT FOR BASELINE DRAWING BASED ON THE
SURVEY COMPLETED BY MCKIM & CREED. PA
DA ED
APRIL 9, 2010 AND AUGUST 31, 2015.
20 10 0 20 40
GRAPHIC SCALE - IN FEET
W
AYE.
ALLUVIALSOIL FLODOPLAIN
BOUNDARY 1
NOTES.
I. THE UNDERGROUND UTUTES SHOWN HAVE BEEN LOCATED FRP/ FIELD SURVEY INFORMATION AND "STING DRAWNGS
EXIST. SSMH-3 SEWER BYPASS PUMANc:
ZONE 1 NEUSE RIVER
THE ENGINEER. SURVEYOR, AND THE CITY OF RALEIGH MANE NO GUARANTEE MAT THE UNDERGROUND UTIUTIES SHOWN
COMPRISE NL SUCH
STEEL CASING
�_
BUFFER UNE
UTUM IN THE AREA. EITHER IN SERVICE OR ABANDONED. THE ENGINEER, SURVEYOR, AND THE
CITY OF RAUDIGI FURTHER DO NOT WARRANT THAT THE UNDERGROUND UTUTICS SHOWN ARE IN THE EXACT LOCATION
\� \
fi
BUT ARE SHOWN AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE ENGINEER, SURVEYOR, AND
THE Cltt OF RALEIGH HAVE NOT PHYSICALLY LOCATED THE UNDERGROUND UTUMES.
)' E
�!
ZDNE 2 REUSE RIVER
2. TELEPHONE, NATURAL WS AND CABLE TV UTIUIES TO BE RELOCATED BY OTHERS.
I RACE A PERMIT BOX FOR
COORDINATE RECONNECTION OF SERMCES H1H OWNER/OCCUPANT.
E: 2088532.2806
BUFFER LINE
WATER AND SANITARY SEWER PERMITS. - PERMIT BOX SHALL BE PLACED IN A PROMINENT
LOCATION.
4. SEE C-5, C-6 AND D-6 FOR EROSION TURD FEATURES.
Itr
i
ROAD RAMP. SEE SHEET U
FORDETAILS.
TARP SES SINER LIN CONTROL
S. SANITARY SEWER PUMP AROUND WILL REWIRED WRING SEWER UNE MODIFICATIONS. CONTACT CITY fF RALEIGH PU
DURING
g
J SI r
'...............
(MATT OR THOMAS SHRIVE) 9 4540 TO COORDINATE THESE ACTIVITIES.
SANITARY SEWET AERIAL CROSSING
i
NEXT ANHOL
MANHOLES
6. ABANDON EXISTING O NEW S SEWER NEW SSVS B, SHOWN ON DRAWING C-2. INSTALL FEW SEWER ROUTE FROM
2.
EXISTING TO NEW 54411 NEW AND NEW SSIAX-2 TO NEW SSMH-B. ALL yATRN WISi CONFORM
„ ,VAIN 40' STEEL BEAM STRAPPED
�'
NG CITY RES M ,
TO EXISTING U
CITY MI RALEIGH PUBLIC USll 1 MANUAL
TO AK
I
...:... ........ ........ ........ ..................
Ductile Iron
O
7. NEW MANNgEs SSMX-Z AND 59JX-B STALL BE CONSTRUCTED AS A OUTSIDE DROP MANHOLE SEE DETAIL ON
STOWING U-2.
., .... S=2.605
..,......
STOHMWATER SYSTEM AND OUTLET STRUCTURE SHOWN FOR LATERAL RELATION TO SANITARY SEMEN SYSTEM.
SANITARY SEWER AERIAL9.
15 ........ .........
NEW 12' DI WA7EN MAN PPE:
• ALL PROPOSED 12' ON
ATER MAIN PIPE TO BE DUCTILE IR, RESTRAINED -JOINT PIPE WITH NO JOINTS WITHIN OF
/CROSSING PIPE SUPPORT
ENCASEMENT MANHOE
SE
.... ... .,
,............... :.......................
.. .. ...........
.........
10. NEPEW WATER MAN CASING PI
• CASING PPE TO BE 24' STEM (0.375'
STEEL CASING TO HAVE WATERTIGHT WELDED SEAMS WITH INTERIOR WELD BEADS GROUND SMOOTH FOR
/ / ! /
PIPE -STING INSTALLATION.
NO SAND/FILL/GROUT N ANNULAR SPACE
1 1 BLOLX
CASING SPACERS TO HAVE ABRASION RESISTANT DIELECTRIC RUNNERS AND SHALL CENTER WATER CARRIER PIPE
!! , / I (%) J ' `•
INSIDE CASING RPE
CASING SPACERS TO BE PLACED T-2' ON EACH SIDE OF BELL JOINT AND ONE PLACED 6' THEREAFTER
11. TRRUST REACTION BLOCKFEW
S ON 12' O WATER APE (4 TOTAL)
(FUSE -WELDED) )
NRY SANITARY
• RESTRANED-JOINT PIPES ARE NOT N LEU OF CONCRETE REACTOR BACXING AS CALLED FOR IN DETAILS W-9 &
1 �a SEALER
GRAVITY LIFE
W-10 BUT ARE N ADDITION TO CONCRETE (4 LOCATIONS)
• FENDS AT AERIAL SUPPORT TO BE 'SEGMENTAL BENDS' NTH HO GREATER THAN 45 DEGREE BANO SEGMENTS.
12. IIWUST COLLARS ON FASTING 12' C WATER PIPE (2 TOTAL)
11 I I I
FLOODWAY FRINGE
• TNUST COEURS AS PER CORPUD DETAIL -W7 WITH MECHANICAL JOINT RETAINING (LANDS (LE, 'MEGALUC) USED
IN UEU OF WELDED RINGS AS CALLED FOR IN DETAIL -W7 (NOTE -6).
• THRUST COLLAR CONCRETE ALLOWED TO SET FOR MIYMUM THREE DAYS BEFORE INSTALLING INSERT VALVE.
\\\\\\ 1 I 'µ�
NirUST TO BE INSTALLED THE PE JOINTS AOWE
%K SECTION AS INSERT VALVE (I.E.NO ALLD
• CINSERT
-O
VOR
BEIWEENVALVE AND TNU5T COLAR)^
"
TEMPORARY SEWER UNE PLACED
13. IN RT PERMANENVAI. S T o BE EAM' INSERT VALVES OR APPROND TO
EQUAL CONTRACTOR TO VEFY RIVALVE TYPE IS DESIGNED
\\ ( I r I
IN EXISTING CHANNEL
14. STEEL BEAN AT AERIAL CROSSING UNDER HOPE PIPE TO BE LIGHT 'W' SHAPE WD ON ITS SIDE SO THAT BEAM
I
/ I /
I
MAKES FGRM 'CRADLE' AND FAgLITAIE FASIEHANG OF APE TO SAM NTN STRAPS. CONTRACTOR TO DESIGN AND
CONSTRUCT VERTICAL SUPPORTS AT EACH END OF AERIAL CROSSING AS APPROVED BY THE CITY INSPECTOR.
J NEW SSMH-1 )i I
STA: T+19.03 1 I I
( 1S. ANCHOR BLOCKS ON TEMPORARY B' HOPE gNF PPE (4 TOTAL):
• HOPE RETAINING RING TO BE MECHANICAL JOINT RETMNNG GLANDS SUCH AS EBAA NON, SERIES 20005V
I
TOP ELEV: 307.05 I
f-MEGALUC spUT RESTRAINT' OR APPROVED EQUAL.
III
N: 759795.1954)( I
CONTRACTOR TO DESIGN AND CONSTRUCT ANCHOR BLOCKS FOR TEMPORARY HOPE SEWER APE AS APPROVED BY
E:2098414.899{ i I
I 16. CONICITY INSPECTOR.
TRACTOR SHALL NOTIFY RALEIGH FRE DEPARTMENT TWO TUSKS PRIOR TO WATER SHUTDOWN AND PROVIDE A COPY
III
1
OF THE WATER MODELING REPORT. REPORT PROVIDED BY HAZEN J, SAWYER DATED 06/09/2017.
17. CONTRACTOR SHALL NOTIFY CORPUD WATER OSTNBUTON DEPARTMENT TWO WEDS PRIOR TO WATER SHUTDOWN:
d♦0 \III\ R
OUT: X05 SCR AA
I I 291• I I I
.94
I • MAKE 05HEA (MICHAELUSKAWRALID"C.GOV)
_ �•`. BLOCK
1 1 1 I 1
• CHMS PHELPS (CHMSTOPHCR.PHpPSWRAUDGNNC.COV)
\`
LAY HDPE IN STREAM BED FROM
END OF OI APE USING HOPE/DI
I ( I 1 1 ` \ \ \
\ \ \ \ EXIST. SSMH 3
_ \
PIPE ADAPTOR FOR CONNECTION
I
\ \ `STA: G+00.00 \ \ \ \ \
\\♦ --
\ \ \\ \\ \\ \ \\ TOP ELEV:312.26 \\
NsrAa e' a GRAVITY SEWER
\ _- -
\
\ \� Mui MN UNTIL DAYLIGHT \
-
\ N: 759775.4175 \ _ _ - --
7L►-'-•_0*q0
E: 2088532.2806 - - _ - - -
�l \�\\`WOYI ql \\\\ 1�\L`\\_\\ INV IN(S); 298.318" .__.- __-_ -
INV IN(E): 298.04I:
98.04 8
INV OUT298.04 8"'�`--
IERSI MAIN NTN
MAR
EXIST. SSMH-3 SEWER BYPASS PUMANc:
STA:1+19.41
STEEL CASING
�_
I
W
_ _ =/) __
_ RN.�
/��SxO uctile Iron
2
11 _ 61z
s _ `-
-_ -_ --- --
- -- -
i
fi
SCALE:
1, SANITARY SEWER AND WATER SERVICE TO REMAIN ACTIVE AT ALL TIMES CONTRACTOR IS TO
N: 759775.4175
W
j
COORDINATE RECONNECTION OF SERMCES H1H OWNER/OCCUPANT.
E: 2088532.2806
INV IN.294.94 8"
ROPOSED TRASH
RACK 150 RCP PIPE
Itr
i
ROAD RAMP. SEE SHEET U
FORDETAILS.
INV EL: 299.12
INV IN(E): 298.04 8'
'...............
RY
fl -
i
310 .:....... :.......
rFlMSrHEQ' GRAS
300 .. ....... ...,..... ......... „
... ...:. ....... .. ....,._..... ....... ...L=141.07' B"0
S=6.:
290 .... .� .....:.......j.......�........,
280 ...... ..... ....""""' ----- -'-.
2+50
SANITARY SEWER PROFILE
HORIZONTAL SCALE: 1'-20'
VIRTICAL SCALE: V-20'
Public
Water Distribution / Extension System
The Cay of Raleigh consents to the connect- aW exmmion if t^.
City's Public Water system re sh- on this plan. The material antl
Construction methods used fir Nis project shall conform b the
standards and specirf a ions of the City s Pubic UAluxi Handbook
City of Raleigh
Public Utilities Department Permit I
AuBTonzatron b Construct
Date
--
TNRU51�1 1 1+00 0+1C
_.
BLOCKS
5- DIAMETER WRIER UHE . _ l
--�`,`ENCASEMENT 4ANHOlE (A) _ �_ _��` YNsiFHCSMT��`` \
- � 12 RCP T
EI8.
O D \W q �•�� '-
_-Z FV. 297 \ \ \ � `a` i•\
INS7RTVKLW A
\- APPROXIMATE ENO OF DA\.///-
\�\�-\ \y\\
NEW SSMH-1
MAR
EXIST. SSMH-3 SEWER BYPASS PUMANc:
STA:1+19.41
ENG CHECK:
STA: 0+00.00
TOP ELEV:307.05
JAM
TOP ELEV. 312.26
N: 759793.3112
SCALE:
1, SANITARY SEWER AND WATER SERVICE TO REMAIN ACTIVE AT ALL TIMES CONTRACTOR IS TO
N: 759775.4175
E. 2088414.2188
COORDINATE RECONNECTION OF SERMCES H1H OWNER/OCCUPANT.
E: 2088532.2806
INV IN.294.94 8"
ROPOSED TRASH
RACK 150 RCP PIPE
INV IN(5):298.31 8"
INV OUT: 294.84 8'
INV EL: 299.12
INV IN(E): 298.04 8'
'...............
INV OUT: 29804 8
...................................................
.............................. ............... .....
L 119.41 8"0 Ductile Iron
...:... ........ ........ ........ ..................
Ductile Iron
., .... S=2.605
..,......
15 ........ .........
._ .. .. ......... ..._..........
.... .. ............:.....
-.. .. ..... .. , .
pR.QP9SER:.S:a '..................................
.... ... .,
,............... :.......................
.. .. ...........
.........
Public
Sewer Collection / Extension System
The City of Raleigh Consents to the connection and extemion of the
City's public sewer system as shown on NLS plan The material and
omtrucem methods Used for this project shall conform to the
standards and specifrralions Of the City's Pudic UtIlities Handbook.
City of Raleigh
Public Ut1Nes Department Permit R
Authai2ation to Construct
Dale
1+50 1+00 0+50
�CAq
OQ- FE9ST0 �/yy
'1'GINE��Pn+
1 2 lW/29/aOIj DMS i JAM i ISSUED FOR BU
1 OS/05/201 MAR JAM ISSUED FOR 610
0 112/15/Mull DMS I JAM I REV 0 - FOR REVIEW
REV. I DATE I BY APPR DESCRIPTION
0+00
PROPOSED UTILITY PLAN
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
DRAWN:
MAR
OFT CHECK:
JAM
ENG CHECK:
JAM
APPROVAL
JAM
DATE:
SEPTEMBER 29, 2017
SCALE:
AS SHOWN
foster
Wheeler
Rnx1 sTna1NPGRt�ciRne.suTE .o
JCBHMaR:
llLL�� pp��gqiuRNAM.uRc n1Tw
ING�H10: R1MG� WI aFTNa
JOB NO. DWG NO.
6472-12-1760 U-1
PROJECT No. 289246
COr1O1411M91T IU111EYI APFIIOVK
of RA1EIw. AJNSAIN111aM� FOR CON6mWTI0N
TRN16rVHTATON FEND BERVK:EB
PUBLIC UTLITEs
RAIN4RG20NRIG
IIRBANFOESTRY .
SITE ACCESSIBILITY

NEW YAN1H(l6 USE A BUM
SSF C.O.R. AMHOL O SEALANT BEIYm! rRA1E IEV
5-29 EOM COMBeE A UREIC IeIP SECTIO MOI
FRAME 010 COKA \ 3CURNG FRMIE 10 Tff M
PRONOC A WRIER TpT SEAL
ECCENTRIC M.N. COIF
/MAT BE USED ON F .
10" AND tY SEWER
ANIIOU COME AND
BARREL SECTONS
SHALL BE AS MR
ASK STANDARDS
aNc SEM
11W-NEdt
0� DRUBBER BOOT
A B - D
'
LATDRAL INVERT SHALL NCT
w VOTER mwMAIN
SPRING- LNE. Yw HOIE
•.; 9''
ti 6• l
SHNL tE 2' ABOVE TOO
4"
_
YEAR 8000 PIAN CA
SEAM AIV) WF m BE 2'
D
UC tlp A -A
2S'
A90K 100 YEAR ROOD
1.M- ,WON MAW01E TDPS
SEE SEWER
6
ARE IN EXCESS Q T ABOVE
DEYp SECTON
3' 1"
GRMIE. OUTSIDE STEPS MUST
BE PR.VLEC SEE
Sir
SIO
STANDARD S -2B Fqt STEP
OETAL TNMRC
A
fi'
N F
EAS ARi0N a
P iRAIE A.
1
L
I
J
C01ER - E INSTALLED
FlMSIED
IT
61• 2d• Ido' 1BUa
pg M ANFAABOVE
3- 4.000
2S'
MN. B• CO RID 167 STONE
'y
IB'
BASE TO BE Ro!TAUE0 UHDDR
HEW MMAHtlE.
4` 1 7.000
pEPAR1MENT0
STANDARD
qTY C RALDp
PlIB1C UIl1TE5
PRECAST SANITARY
SEYEA YANH0.E
\5a sY.RONo w -Ie
RVWcwdlrzrNu. !: �4_
BBEs Q;;gwro 1�2'�a OOM[5Tc
1• RAD ON
raNgl4D
\ \\\
N[w ASfnµT 5N/F.a2IX
3 MMMUTA-
CNeTHG MVDLM
50L
911et traE
eAORWI
d�nclm
LLN6 f3
GABBER RPE
IL RAT[ 1/t
3/B•..• sem
RATE ttP
A325 BMT ID7o.
I MMV6<M M9RVLL B[O@N[O ev A91RMGInI
AfXCwrnR BAW q/r MRdsrz
51.00PleC WTQW -- eACM111
SING PR LMNY SIX a+.crzoro A0CNd1YQ MMw5T -.1Q.1
OD.QFR
IA'F STUIC Mold i GCAC/JNQQ M WTI]tlN N ACCIX:D.NQ vAm M5
J/18 t CltJgc Olt WA7Q l5 /I• I/ n QAiOETALCObSTQ AeCMA
CIaSIINRI® TO IOORQ WIT AAsheo dOOIfACnxGn5M
ALL caRIR ..McMRe-ilFv �vrin mmrewcumr slnu
TK' Do Q CAKMdf WhMAL"' Kn Da!
NOCAY51WLMw - BC1[55' 3'MCT
10 E:
1) USE A MNNUM C TWO SRIIERS PER RPE JOINT
012 TOURM Q THE PPE DONT IDIGTN N FROM
a- THE BELL AND SRWT ENDS.
` N VALVE A
IKY
' TSdL T[ D
fDRIXIRvq,Q,S .. p
f TAYPm
BACIP%L r
,m
n
ti
N
t WAIQ Z
P AK o L7
5Tx8M GI.QDI. MMR.
a l? -a LIF era NL tMlrao Mm z Bas
b STAIDEAN vKK BOx
t,�mT`i, wLK a TBNi: TI:Nw v
� eOnTdx 9[CIRp RYM
ONQ RAIBOI
unow
VALVE BO% INSTALLATION
AND EXTENSION DETAIL
KI Ia I.• -m W.17 IM _
Public
Water Distribution / Extension System
The City of Raleigh C senls to the Connection and extension of the
CNYS public Walen System as shown On this plan The material and
COnahucbwmethods used for this pr*cl shall condo- to the
Nandaids and specfinmions of the City's Public Utilities Handbook.
City of Raleigh
Public Utild- Department Pemxt W
Aulhon2ation to Construct
Date
PPE MOMENT .1.
Il®®� ...........ItPROPOSED PIPELINE OVER EXISTING PIPE PROPOSED PIPELINE UNDER EXISTING PIPE,
Public
Sewer Collection / Extension Systern
The CIry of Raleigh consents to the connection and extemion of the
City's pblic sewer system as shown on this plan The material and
ComlrMc- methods used for this project shall cordorm to his
standards and specifications of the City's Public tTBRies Handbook
City Of Raleigh
Public Utilities Department Permit W
Authoriza bora to Construct
Date
tl II
ILII,. I I�I�.IIS �I illi
TtiRUSTBLOCKING
45' BEND
TEE INTERSECTION
F 1Ma6T daa
ATE,,
� $ •\�II��I�! IIT
yea �QR Q:
M1 R I. CONCW.'R 91WLB[3000 CS1
T¢ Fii I. COIKARSHNL MDTOONfACT BOL15 pR CNDS OI
Y9 � LECIMNCN ldM FIT11N A.
3.14NgIB 5WLLCA>EORATO tAWARD RILL
G A,-sr.MeNto mwsr eRDu rAe18. w -IO TIPJI SD° B@ND
W -I I. TOR NEAQ EONLRE2 Rd11PJD.
r M s. ru HXfIP3 Aw NrcExcTwMs -VE
LY cQ2mrc TIIW151 aacuNG.
(:cNFR01 NOTA
1, ALL MATERIALS k CONSTRUCTION LETHQUS SHALL BE IN ACCORDANCE WITH CITY OF
RALEIGH DESIGN STANDARDS, DETAILS k 9PEcinCATONS (REFERENCE CORPUD HANDBOOK,
CURRENT EDITION).
2. UTILITY SEPARATOR REQUIREMENTS:
W) WHEN INSTALLING WATER k/OR SEWER MAINS, THE HORIZONTAL SEPARATION
BETWEEN UTIUMES SHALL BE 10'. FMS SEPARATION CANNOT BE MAINTAINED DUE
TO EXISTING CONDITIONS, THE VARIATON ALLOWED IS THE WATER MAIN IN A
SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18'ABOVE
THE TO OF THE SEWER k MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR.
ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
0) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, O ANYTIME A SANITARY
SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT
EXTENDED 10' ON EACH 9DE OF GROSSING MUST BE SPECIFIED k INSTALLED TO
WATERLINE SPECIFICATIONS.
C)
5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER
k STORM SEWER FACILITES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY
SEWER.
d) MAINTAIN 18 -MIN, VERTICAL SEPARATION AT ALL WATERMAIN k RCP STORM DRAIN
CROSSINGS: MAINTAIN 24'". VERTICAL SEPARATION AT ALL SANITARY SEVER k
RCP STORM DRAIN CROSSINGS WHERE ADEQUATE SEPARATIONS CANNOT BE
ACHIEVED, SPECIFY DIP MATERIALS k A CONCRETE CRADLE HAVING 6 -MIN.
CLEARANCE (PER CORPUD DETAILS W-41 k S-49).
e) ALL OTHER UNDERGROUND unuTIES SHALL CROSS WATER k SEWER FACILITIES LITH
18•MN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISONS ARE SUBJECT TO REVIEW k APPROVAL OF AN AMENDED
PLAN k/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTUTIES DEPARTMENT PRIOR TO
CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUMS WATER k SEWER SERVICE TO EXISTING
RESIDENCES k BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY
SERVICE INTERRUPTIONS SMALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE
a OF RALEIGH PUBLIC UTUTES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REOURED ON ALL WATER MAINS k SEWER FORCDNAINS. 4.0'
MINI ON COVER IS REWIRED ON ALL REUSE MAINS -
6 ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM
NCOWOJ USAGE k/O FEMA FOR ANY RIPARIAN BUFFER, WETLAND k/OR ROODPLAIN
IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
7. RESTRMIED JOINT RPE AND FITTINGS SHALL CONSST C BOLTED RETANER RINGS AND
WELDED RETAINER BARS OR BOLTIESS TYPE WHICH INCLUDE DUCTIE IRO LOCKING
SEGMENTS NO RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (F APPLICABLE)
SHALL CONFORM TO ANSI B18.2. RESTRAINED RPE AND FITTINGS STALL BE REX-RNG OR
LCI( -RING TYPE JOINTS AS MANUFACTURED BY AMERICAN CAST IRO PIPE CO.: IR FLEX
AS MANUFACTURED BY US RPE BOLT -LO AS MANUFACTURED BY GRIFFIN! RPE
PRODUCTS, OR EWA..
8. ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4'.
9. CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL
BE PLACED IN ACCORDANCE WITH 'RECOMMENDED PRACTICE FOR PLACING REI FORCING
BARS- (LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTTUTE
SPLICES SHALL SE CLASS 'B' CONFORMING TO THE PROVISIONS OF ACI 318 - -BUILDING
WORM 'i
A B - D
E I
MmL
F Cov,7cLry
(GPM)
Sok*
Pool
C-wbilty
A--
Wei(j'd
(CEJ
'��sssass©a
t�Illt�tvt©t©ooistva
®tit©tottotss©os
total©lot©test©Nos
©ttt©tttatttmtssttt©oo
4"
24.75' 145- IM" 16C
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6
A
-1
3' 1"
25'
Sir
SIO
w
ire
SR's
A B - D
E I
MmL
F Cov,7cLry
(GPM)
Sok*
Pool
C-wbilty
A--
Wei(j'd
(CEJ
Esl,
Evuly.
I.. -,in
4"
24.75' 145- IM" 16C
0125
3` 800
2S'
650
60
6
31.75' iss- 144" i]
6.1'151
3' 1"
25'
Sir
SIO
B'
36S' 19' IM' 176
fi'
d' 2100
IV
1.900
12D'
IT
61• 2d• Ido' 1BUa
IQS
3- 4.000
2S'
Z300
18U'
IB'
97- 3033• IM" 188ZII3b25-1
4` 1 7.000
1 3S'
5%X70
270
A%DEmum Choc C9T- S5Mi`H,POUndS [VXGA'e.
MOXmI:m Crxsng -pOF4 5 5 MRI.
ROAD RAMP
NAcnRo+,,,+y
i ONt-�OFESS! 'iy0
gppJ� i.
A, OINE��Pid
ISSUED FOR BID
ISSUED FOR BID
REV 0 - FOR REVIEW
DESCRIPTION
TYPICAL
En
1PI
FIE SIZE FOR DROP TO EQUAL INFLOW
SEWER PIPE SIZE.
2. SAW -CUT OR DRILL ALL HOLES FOR
PIPE AND BOLTS.
3. DROP -MANHOLE MANDATORY WHEN
DIFFERENTIAL BETWEEN INVERTS IS
GREATER THAN 3'-0'.
C SEE CITY OF RALEIGH STANDARD FOR
PRECAST MANHOLES. DETAIL S-27 FOR
MANHOLE DETAILS.
OUTSIDE DROP MANHOLE DETAIL
SCALE: NTS
AT SURFACE
VALVE BO% WNHDLE EXCAVATION AREA rVALVE BOX
-EXfJIVpIDN SLOPE
/
MANHOLE
SECTON OF WATER
E B
�TO BTEMOaEO
.0
MAIN TO E 7777R
3� MIN
Ti/UI INSERTION
R VALVING DETAIL FOR WATER Q - OR
NOTES: MAIN EOUMALEEN7
4. A COMPETE SADDLE SNALL SE INSTALLED BETWEEN TIE
I RDAO,E w0 REPLACE APPRO.MAIELY 341 LINEAR FEET C 12 -INCH RCP, N ACCUROwCE MTI COR PUD DETAILS
12' DP WATER YAW. W-11 k S -!s.
2. A 12 -INCH INSERT VALE WELL BE PLACED ON THE WATER
MAIN ON EACH 90E C THE PROPOSED EXCAVATIO AREA S. AFTER CONSTRUCTION ACTMTIES HAVE BEEN COMPLETED,
FIELD ADJUSTMENT TO THESE VALVES MUST BE VWOViD BY THE WATER MAIN MLL BE RONSTALLED AND CONNECTED
DE CITY C RAWGH PUBLIC UTILITIES DEPARTMENT AND THE TO EACH NSERTON VALVE THE NEW WATER MAIN SHALL
PROJECT ENDNEDt. BE RESTRMNED-JOINT DUCTILE IRO PPE.
2. IPO PLACEMENT OF ME INSERT VALVES THE WATER C EASTBNG WATER MAIN PPE MLL BE REMOVED AND
SUPRYMLL. IV/ BE SHOT CF To Tis SECTON OF TIE ONE. PROPen-1 DISPOSED.
L l- -INCH RCP TO POND 12 -INCH RCP TO POND
,WATER LINE AND CASING II
24' STEEL
12 -INCH WATER
ROADWAY ELEV. VARIES
KON-N-SEAL 106/406
PIPE SLEEVE (OR
APPROVED EQUIVALENT)
,12 -NCH WATER MAIN
POND NOTE,
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF
RALEIGH STANDARD AND SPECIFICATIONS AND NCDOT IF APPLICABLE.
WATER SUPPLY AND SANITARY SEWER DETAILS
LAUREL HILLS DAM
RALEIGH, NORTH CAROLINA
DRAWN: MAR
amec
fOSTef
W)1eeIBF
DFT CHECK: JAM
ENG CHECK: JAM
APPROVAL' JAM
DATE:
SEPTEMBER 29, 2017
AWsiWEMMIW W BINYTYMAIINNFINtA
tlal alNEp L1®(QELE BUREq
e� pAAIAL.IIOZTEe1
MEL9aMHE rCaNsm ����?
Bq'f-120.1
SCALE AS SHOWN
REFERENCE DWGS'
JOB N0.
DWG NO -
..7
U -2
PROJECT No. 289246
QQFQUMEJET 11EVEW AIPILDVK
GrY Q PAEAN-PlAN6AIlTNORI>ED F. WINa1RYCT0N
TRANSPORTATION FEND SERVICES
PUBLIC UTRTIE$
STOIBNVWTER
PIANHNK"ro"i
FIRE
URBAN FORESTRY
81TEACCE9SIBILDV'

PROPOSED SANITARY SEWER /tom- ALLUVIAL SOIL
LOT 4 e bpm a_ FLOODPLAIN BOUNDARY
EASEMENT ENDS MATCH TO
JEREMY R. CLARK I I EXISTING EASEMENT
REAL ESTATE a -- PROPERTY OMIT
/ EA LAUREL RRIDGEcc DRIVE I _
RD: 0017610 I 9 / �, ZONE t NEUSE RlvElj I
S xi BIFFEF LINE I
1 �
P/ 1 IX
1 PROPERTY ..IT ZONE t NEUSE e 1 _N �� ZONE 2 NEI,SC
1 ' RIVER BUFFII USE
1
I RIVER SUFFER LIN � I ,
I LOT * 3 5 ARY SEWl�t AERIAL '
ROBERT DONALDSON P l._ l CRO, NG NITHIN
4/01 LA REL FLLS DRIVE 9
REAL ESTATE D: 0018607 CA G—�
ITS OF
RIVER
a -ITS IAUR
LOT it 2
r EXISTING RIGHT OF WAY ZBUFFER ONE ONE 2 NEUS! SOD• ,1.,' 1
E 1
/ T
4403
a HILLS DRIVE
REAL ESTATE D.05064
DOUGLAS NX5
FLOODWAY FRINGE
�— NEXT WA" VALVE
°°°°o
LOCATION: TERSECTION - - \ \�,m `- y3e a/ e A
OF Woo08 RD. x Q o °° I I VICINITY MAP
1L
IL
p >
LAUREL 8 S RD.
♦ �u�
♦ n
t3 sg,
�1 �a
_ _
FLOODWAY FRINGE
- _ 41 \ I y- PROPERTY LIMIT
_ ♦ K�
r \ \` (y - PROPERTY LIMIT
r W
PROPERTY UNIT \
�/T 1
l � \ -� w \ w _ ♦ " `-Cf �b \ ` ` ¢ I - EASEMENT BEGINSANITARY
TCH
SEWER
NEW WATER UNE \ \ -1. yL -_\ 7 c - I TO EXISTING EASEMENT
f RELOCATION \ w is O I
r
LOT ,./ ' "'�... `� \ \ W 'ten.► t
4300 LAUREL HILLS DRIVE 8 �`,m q \�
REAL ESTATE 10:0081587If
L m, ,,,� m+ �►m, _ m, 1 � � `� \ \ / I ' ` W `_�.- _ ��iL� . �'�. � � ..�
m
PROPERTY OMIT
I W a
C 0'\q `...� W
LAUREL HILLS
RoLiNOT _ _. __ _ ._. '� •-•
AIROXIMATE ENO OF DAM VB
` / _
`N `
"} NEXT WATER LVE
NEW ATER
A, I
ON.-.AIRT'1IROENC,. INTERSECTION
SECTIO
N
RD.RELOCATION RHOD.,-OR
IFCFNO
==r== Ek]STING SANITARY SEWER UNE -
-W— EXISTING WATER LINE �'� PROPERTY LIMIT �p �
EXISTING EDGE OF PAVEMENT PROPERTY LIMIT
® EXISTING SANITARY MANHOLE / / y I /\a'``a
% EXISTING VALVE b
EXISTING FIRE HYDRANT 1 Q / CHARLES T(RANTHAM I I I� ��%
�� PROPOSED GUARDRAIL 1 / 3909 RHODODENDRON DRIVE 1 /
! REAL ESTATE ID: 0063804
----- PROPOSED SANITARY SEWER LINE ' Q / 6. o \�V 4 1 '
-�—+'-
PROP WATER LINE
PERMANENT SANITARY SEWER EASEMENT
�.•�•. �••� PROPERTY LINE LIMIT i P SDE I •
PROPOSED EDGE OF PAVEMENT 1 / SIDE'�.. SDE Le O/a ` APPROXIMATE END OF DAM
- - - - - - -
PROPOSED ROAD CENTER UNE VL
PROPOSED RIGHT OF WAY f /e HESTER POND g STING RIGHT OF WAY
Q /PROPERTY SANITARY MANHOLE P
® PROPOSED INLET
LIMITS OF MOUNTAIN LAUREL
EXISTING RIGHT OF WAY /
l
STORMWATER EASEMENT ' y
v� TEMPORARY CONSTRUCTION EASEMENT
— — _ APPROXIMATE END OF DAM
ME — PROPOSED STORMWATER DRAINAGE EASEMENT 0
ASF — ALLUVIAL SOIL FLOODPLAIN BOUNDARY
FF FLOODWAY FRINGE
S U R V E Y D .A T A
SANITARY EASEME",T
POINT UNE DISTANCE BEARINGS (Y) NORTH (X) EAST DESCRIPTION
1 --- --- --- 759835.03 2088132.69 To establlsh
2 1-2 28.49 S 71'18'03' E 759825.69 2088159.67 To establish
3 2-3 127.30 N 82'40'37' E 759842.12 2088'285.94 To establish
6 N 07'53'00' E 759789.53 2068539.28 To establish
7 6-7 121 73 N 81'22'53' N 759607.77 2088418.92 To establish
8 7-8 124,96 N 62'54'04' u 759864169 2088307,68 To estabt 1sh
9 8-9 105, 05 N 21' 59' 31' E 759962. 11 ?088347.02 To establish
10 9-10 14.64 N 19'02'56' E 759975.95 2088351.80 To estnbl ish
it 10-11 30.00 N 70'57'04' a 759985.74 2088323.44 To estabi;sh
12 11-12 13. 86 S i9' 02' S6' N 759972. 64 2088318. 92 To estob I i sh
13 12-13 109.25 2'00'2i' u 75987!.34 2098277. 98 To astabllsh
IF AREA = 78771 94 7;q Ft. _E= U. 18 acre:
SURVEY NOTE:
LAYOUT FOR BASELINE DRAWING BASED ON
THE SURVEY COMPLETED BY MCKIM h CREED,
PA DATED AUGUST 31,2015.
20 10 0 20 40
GRAPHIC SCALE - IN FEET
a
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PROJECT No. 289246

IFGENQ
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12 13 13
7
72 71 � 2 11 12 11 10
12 1 c4R,yFC/f
BOXWOOD RD SITE
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LAJ;EL MMXR CT 12 0Y
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1
LION RIDGE
FY f CARRIAGE
0 12 Y
^ !�
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REQUIRED SIGNAGE
NOTES.
1. THE SIGNAGE LISTED HERE IS CONSIDERED MINIMAL. ADDITIONAL INFORMATION ON
_ SIGNAGE PLACEMENT IS AVAILABLE FROM THE FEDERAL HIGHWAY ADMINISTRATION IN
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WHICH IS AVAILABLE
ONLINE AT HTTP://MUTCD.FHWA.DO7.GOV/ TRAFFIC CONTROL PLAN PROJECT No. 289246
2. ALL SIGNAGE AND SUPPORTS SHOULD CONFORM 70 THAT DESCRIBED IN MUTCD ft'N CAF? LAUREL HILLS DAM wraR,RertaevEwArRRovAE
NORT AND BE APPROVED BY THE CITY OF RALEIGH.FOQ�pEgsr �i; RALEIGH, NORTH CAROLINA
s q I 22r DRAWN: MAR �sp•.�...�.�....
A, •�GINF pA OFT CHECK: JAM . TTA1R)NrtFznss
�,,�,••, ,A,;.•'" ENG CHECK: JAM �E PUBLIC utuTEs
-� foster sroPMWA1FJ1
APPROVAL' JAM wheeler
2 w/29/201DMS JAM ISSUED FOR BID.rerurrwww•e.•.o.�.uairt.m.ra.., Re. P1nHNRKva»aNc
NOTE: DATE: SEPTEMBER 29. 2017 m16rmPw C— M-. 1.
OUPnraa Rc moa F�
1 m/o6/xoi MAR JAM ISSUED FOR BID lA 9W 2n.9000 rAR �91910619M1
ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH SCALE: AS SHOWN MF-1361110 rtnam..csa
ALL CITY OF RALEIGH STANDARD AND SPECIFICATIONS 0 12/16/2016 DMS JAM REV 0 - FOR REVIEW REFERENCE DWGS: UIBAN FORE6TRr
AND NCDOT IF APPLICABLE JOB N0. DWC NO.
REV. DATE BY APPR DESCRIPTION 6472-12-1160cill
T-1 9fIE ACC6S51Blutt
LAUREL HILLS
O
ROAD CLOSED
TO THRU TRAFFl
O
ROM
xw°n°
NE
MUTCD W20-3
O3
ROM
wort
UTCD W20-3
POM
O4
a�
ANC
MUTCD W20-3
OS
ROM
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MUTCD W20-3
O
POM
MUTCD W20-3
7
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MUTCD W20-3
O
ROM
ME
MUTCD W20-3
ROM
O}aO,R�D
MUTCD W20-3
ROAD cLoseO
TO
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MUTCD R4-11
10
SR �2
1r1.
TYPE 3
BARRICADE
11
DETOUR
a
MUTCD M4-9
DETOUR
MUTCD M4-9
ROAD
CLOSED
MUTCD R11-2
13
I
s n 10 12
w.
TYPE 3
n
A : f
BARRICADE

LEGEND'
EDGE OF PAVEMENT
.Cr
GUY WIRE
SIS GN F
PANELS
CENTERLINE OF ROAD
TOTAL
ITEM
EXISTING SITE
cT� :y=a —0 GUARDRAIL
�m
DIRECTION OF TRAVEL
SIGN
T
SIGN CODE NUMBER
>
SIGN SITE LOCATION
MAILBOX RELOCATION
DYSL
DOUBLE YELLOW SOLID LINE CENTER (4', 120 MIL)
SWEL
SOLID WHITE EDGE UNE (4'. 90 MIL)
SWDL
SINGLE WHITE DASHED UNE 2FT-6FT/SP WHITE (4',120 MIL)
LAYOUT FOR BASELINE DRAWING BASED ON THE
SURVEY COMIETED BY MCKIM A CREED, PA
DATED APRIL & 2010 AND AUGUST 31,2015,
PAVEMENT MARKING NO
ALL MARKINGS SHALL BE THERMOPLASTIC.
y
O
SNOL �
R
,• ��OR (<T PTALS,ME.40
[-SWEL
DYSL
20 10 0 20 40
GRAPHIC SCALE - IN FEET
CODE
NO.
LOCATION
NUMBER
SIGN
CODE
LEGEND
SIS GN F
PANELS
REFERENCE
MANUAL
TOTAL
ITEM
F
SWEL LAUREL HILLS ROgp
ASPHALT PAVEMENT --SKEL
r-DYSL H.
— SWEL
T
W,-4<
>
30'x30'
SEE 2009
MUTCD WITH
1.2
REVISIONS 1
4
AND 2, MAY
W13-1 P
2 5
M.P.H.
18-x18-
2012
OFF
ti DYSL -
f-SWEL `
SFALK
t�O �O gSSIG �?
�S Y
61 1} 2
GINE��p'rs
GREY A• ,
SHARED LANE(SHARROW) MARKING
I I 'I � aDrERKMOiEB.
I..��'+�°�° I v«nnowsYwuNOTffPurnaN
EETS VrIN SI® WTAMaIE bMM
I OWS � MOTE UEDON
snDuulER cesCMA,®eEm arcs.
eu�MENr svaRDws sHuiE
aE :ERCT TACE of arm ro ncAEEx
� crrvaaN.
A SHARED LANE(SHARRO(M) PLACEMENT
r®�r I
e � a
I I
gi >
i
,t 0
D
F
SWEL LAUREL HILLS ROgp
ASPHALT PAVEMENT --SKEL
r-DYSL H.
— SWEL
T
PROJECT No. 289246