20200597 Ver 2_Application Attachments_20220217

AGENT AUTHORIZATION FORM
CITY OF RALEIGH
Project Name: Big Branch Interceptor Project
Project Location: Raleigh, Wake County
Date: September 2019
The City of Raleigh, undersigned, does hereby authorize:
The Professional Engineers and Scientists VHB
of
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
permits or certifications and any and all standard and special conditions attached.
City of Raleigh
Public Utilities Department
Capital Improvement Program
1 Exchange Plaza #620
Raleigh, 27601
[phone]
I hereby certify the above information submitted in this application is true and accurate to the
best of my knowledge.
a1,4 lob, //n7
Matthew Cotton P.E. Date
Construction Projects Administrator

NORTH CAROLINA
August 6, 2019
RE: NOTICE OF ENTRY ONTO LAND
Dear Property Owner or Resident:
As you may know, the City of Raleigh (the "City") is planning to replace the existing sewer pipe
in your area as part of the Big Branch Interceptor Project. To investigate and design the Project
properly, the City and/or its agents, such as engineers, surveyors or geologists, will need to
perform environmental site work, consisting of wetland delineation and flagging.. This work is
scheduled to begin on or after Monday August 26, 2019. Highfill Infrastructure Engineering is
the design consultant and will be coordinating this work with the City.
North Carolina General Statutes §§ 40A-11 and 136-120 authorize the City to enter your land
after proper notice to make surveys, borings, examinations, and appraisals to carry out the
Project. The City, however, prefers to first seek your permission as a courtesy, to expedite the
process, and to address any concerns you might have. The City respectfully requests your
cooperation in allowing the City and/or its agents to enter upon your land to do this examination
and design work.
Enclosed for your review and signature is a standard form, granting the City and its agents the
temporary right to go on your land (but not inside any of your buildings) for the limited purposes
set out in the form. If it is acceptable to you, please sign and return it to me at your earliest
convenience.
It is important to note that any individuals entering your property based on this notice or the
enclosed form are instructed to protect all property that they encounter and to cooperate fully
with you to prevent or minimize incidental damage to trees, shrubs, etc. If tenants are living at
your property listed in this letter, then please share the contents of this letter with them.
Later, if further research and site investigations indicate that the City needs to acquire easements
on your property for the Project, then the City will engage you in negotiations and seek to
purchase those easements based upon an estimate of fair market value
One Exchange Plaza
1 Exchange Plaza, Suite 1020
Raleigh, North Carolina 27601
City of Raleigh
Post Office Box 590 • Raleigh
North Carolina 27602-0590
(Mailing Address)
Printed on Recycled Paper
Municipal Building
222 West Hargett Street
Raleigh, North Carolina 27601

If you have any questions or need any additional information, please feel free to contact me at
[phone], email: [e-mail], or Eddie Sasser, Project Manager, Highfill
Infrastructure at [phone], email: [e-mail]. Additionally, the following link
may be used to obtain updates on the project status:
https://www.raleighnc. gov/proj ects/content/PubUtilAdmin/Articles/Proj ects/CIP/BigBranchInter
ceptor.html
Thank you in advance for your cooperation in this matter.
Sincerely,
iii, e-, , A
Matt Cotton, P.E.
Construction Projects Administrator
Cc: Eddie Sasser, P.E. — Highfill Infrastructure Engineering
One Exchange Plaza
1 Exchange Plaza, Suite 1020
Raleigh, North Carolina 27601
City of Raleigh
Post Office Box 590 • Raleigh
North Carolina 27602-0590
(Mailing Address)
Printed on Recycled Paper
Municipal Building
222 West Hargett Street
Raleigh, North Carolina 27601

fires
EBX Buffer Mitigation Banks
Statement of Availability January 18, 2022
NC Division of Water Resources
Stephanie Goss
512 N. Salisbury St.
Archdale Building, 9th floor
Raleigh, NC 27604
Re Project: Big Branch Sewer
This document confirms that the City of Raleigh Public Utilities Department (Applicant) for Bpi
Branch Sewer (Project) has expressed an interest to utilize 2,568.00 Square Feet of Riparian Buffer
Mitigation Credits from one or both of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer
Umbrella Mitigation Bank or EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific
bank sites that will be debited will either be Buffalo Branch, Bucher, Selma Mill, Cedar Grove, Polecat,
Stone Creek, Hannah Bridge, Meadow Spring, Poplar Creek, Uzzle and/or Hatley, all located in HUC
03020201. As the official Bank Sponsor, EBX-Neuse I, LLC and EBX, attests to the fact that mitigation
is available for reservation at this time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
Please contact me at 854-900-3222 or [e-mail] if you have any questions or need additional
information.
Best Regards,
12,./ _,.,_
David Lach
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403
Bank Sponsor — EBX-Neuse I, LLC or Environmental Banc & Exchange (EBX)

E. MILLBROOK RD
PROJECT LOCATION
SERIES SS-1
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 with a
Right -of -Way Services Application to request the obstruction prior to the start of work.
[e-mail] 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 on 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.
Allpublic sidewalks must be accessible topedestrians who are visuallyimpaired and/or
p
people with mobility concerns. Existing and alternative pedestrian routes during
construction shall be required to be compliant with 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 Pre -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.
BIG BRANCH SS IMPROVEMENTS
RALEIGH, NC
RALEIGH WATER PROJECT NO. PU94-18
PROJECT LOCATION-\
SERIES SS-3
("1-VICINITY MAP
SCALE: 1 "=1500'
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Works Department at [phone], and the
Public Utilities Department at (919)-857-4540 at least twenty four
hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result of
this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
E. MILLBROOK RD
SITE PERMITTING APPROVAL
Water and Sewer Permits (If applicable)
SCHEDULE OF DRAWINGS
SHEET
TITLE
COVER AND GENERAL
NOTES
COVES
C-0.0
C-0.1
VICI\ITY IVAP A\D SCHEDULE OF DRAWI\GS
GENERAL \OTES, LECE\D, A\D A33EVIATIONS
SHEET LAYOUT AND CONTROL POI\T LOCATIO\S
GRAVITY SEWER DESIGN
SS-1 .0
PLA\ A\D P0FILE, STA. 12+77 TO STA.
17+00
SS-1 .1
PLA\ A\D PROFILE, STA. 17+00 TO STA.
28+00
SS-1 .2
PLA\ A\D PROFILE, STA. 28+00 TO STA.
38+00
SS-1 .3
PLA\ A\D PROFILE, STA. 38+00 TO STA.
46+50
SS-1 .4
PLA\ A\D PROFILE, STA. 46+50 TO STA.
57+00
SS-1 .5
PLA\ A\D PROFILE, STA. 57+00 TO STA.
66+00
SS-1.6
SS-1.7
SS-1.8
SS-2.0
SS-3.0
PLA\ A\D PROFILE, STA. 66+00 TO STA.
PLA\ A\D PROFILE, QUAIL HOLLOW DIVE
PLA\ A\D PROFILE, CHESWICK DRIVE
PLA\ A\D PROFILE, COVIPTO\ GOAD
PLA\ A\D PROFILE, TALL PI\ES COURT
74+19
DETAILS
ED-1.0
ED-2.0
ED-3.0
ED-4.0
MD-1.0
VD-2.0
SD-1 .0
SD-2.0
SD-3.0
TD-1.0
TD-2.0
EOSIO\ CO\TOOL DETAILS
EOSIO\ CO\TOOL DETAILS
EOSIO\ CO\TOOL DETAILS
EOSIO\ CO\TOOL DETAILS
VISCELLANEOUS DETAILS
VISCELLANEOUS DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
TRAFFIC CO\TOOL DETAILS
TRAFFIC CO\TOOL DETAILS
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as
shown on this plan. The material and Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # S-4753
The City of Raleigh consents to the connection and extension of the City's Public Water System as
shown on this plan. The material and Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # N/A
The City of Raleigh consents to the connection and extension of its public sewer system and
extension of the private sewer collection system as shown on this plan. The material and
Construction methods used for this project shall conform to the standards and specifications of the
City's Public Utilities Handbook.
City of Raleigh Public Utilities Department Permit # N/A
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations.
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the
signature of a City of Raleigh Review Officer below. The City will retain a copy of the approved plans.
Any work authorized by this approval must proceed in accordance with the plans kept on file with the
City. This electronic approval may not be edited once issued. Any modification to this approval once
issued will invalidate this approval.
City of Raleigh Development Approval
City of Raleigh Review Officer
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Project Data Sheet
DEVELOPMENT
SERVICES
DEPARTMENT
Development Services Customer Service Center 1 Exchange Plaza, Suite 400 Raleigh, NC 27601 1919-996-2495
Litchford Satellite Office 18320 - 130 Litchford Road I Raleigh, NC 27601 1919-996-4200
GENERAL INFORMATION
Development Name: Big Branch Sanitary Sewer Improvements Proposed Use: N/A
Property Address(es): PO BOX 590 RALEIGH, NC 27602
Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply:
PIN #1705959751 PIN # PIN # PIN #
What is the project type? ❑Apartment ❑Bank oElderly Facility oHospital oHotel/Motel olndustrial Building
oMixed Residential oNon-Residential Condo Office oReligious Institution oResidential Condo ❑Retail
oSchool oShopping Center oSingle Family Residential oTelecommunication Tower Townhouse BOther
Scope of Work: Improvements to existing sanitary sewer: Upsize approximately 1,380 LF of 8-inch (to 10-inch) and 300 LF of
12-inch (to 15-inch) gravity sewer tributary to Big Branch Interceptor. Upsize approximately 515 LF of 15-inch (to
18-inch) and 6,150 LF of 18-inch (to 30-inch) of the Big Branch Interceptor. Install approximately 1,330 LF of
18-inch CIPP lining.
FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY
1. Total number of townhouse lots: N/A Number attached: N/A Number detached: N/A
2. Total number of apartment or condominium units: N/A
3. Total number of Congregate Care or Life Care Dwelling units: N/A
4. Overall total number of dwelling units (from 1-3 above): N/A
5. Number of bedroom units: 1BR N/A 2BR N/A 3BR NIA 4BR or more NIA
6. Overall unit(s) per acre densities per zoning district(s): N/A
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
Zoning Information
Building Information
Zoning District(s): Mainly R-4, Others. CX-3-PL, PD, OX-3, R-6, RX-3, RX-3-CU
Proposed use of building(s): N/A
If more than one district, provide acreage of each:
N/A
Proposed Sq. Ft. of building(s) gross:
N/A
Overlay District(s): N/A
Existing Sq. Ft. of building(s) gross: N/A
Total site acreage: N/A
Total Sq. Ft. gross (existing and proposed): N/A
Off street parking: Required N/A Provided N/A
Proposed height of building(s): N/A
COA (Certificate of Appropriateness) case # N/A
FAR (floor area ratio) %: N/A
BOA (Board of Adjustment) case # A - N/A
Building lot coverage %: N/A
CUD (Conditional Use District) case # Z - N/A
Inside City Limits? • Yes • No
STORMWATER INFORMATION
Existing impervious surface: N/A acres/square feet
Proposed impervious surface: N/A acres/square feet
Neuse River buffer: Ekes •No Wetlands: ['Yes
•No
Flood Hazard Area: ❑ Yes ENo If yes, Alluvial Soils: Yes,CM Flood Study:372o1775001:2 FEMA Map Panel #: 1716,1715,17(
37201
Total disturbed area: 8.25 ACRES acres/square feet 3720170500
PAGE 1 OF 1
WWW.RALEIGHNC.GOV
REVISION 03.22.16
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBER
NUMBER OF LOTS
LOT NUMBER(S) BY PHASE
NUMBER OF UNITS
LIVABLE BUILDINGS
OPEN SPACE
NUMBER OF OPEN SPACE LOTS
PUBLIC WATER (LF)
PUBLIC SEWER (LF)
PUBLIC STREET (LF) - FULL
PUBLIC STREET (LF) - PARTIAL
PUBLIC SIDEWALK (LF)
WATER SERVICE STUBS
SEWER SERVICE STUBS
PHASE 1
0
0
0
0
0
0
0
10,000
0
0
0
0
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd., Suite 201
Cary, North Carolina 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession. Service is our passion.
HIGHFILL PROJ. NO. RAL1801
RALEIGH WATER PROJ. NO. PU94-18
NOVEMBER 2021
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IMPROVEMENTS
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GENERAL NOTES:
39. IN LOCATIONS WHERE THE SANITARY SEWER IS INSTALLED UNDER A STORM CULVERT AND
OF THE STORM CULVERT, REMOVE THE STORM CULVERT TO THE NEAREST JOINT AND INSTALL
SEWER. INSTALL STORM CULVERT TO PRE-EXISTING SLOPE. IF THE SANITARY SEWER IS
OF THE STORM CULVERT, INSTALL SUPPORTS UNDER THE STORM CULVERT DURING INSTALLATION
SANITARY SEWER.
PROJECT NOTES:
NEAR THE END
SANITARY
NOT NEAR THE END
OF
RIGHTS -OF -WAY AND
APPROVED BY
BE RESPONSIBLE FOR
ANY AND ALL COSTS
WITH PROPERTY
TO THE ENGINEER
EVERY POSSIBLE
EASEMENTS.
WORK.
WASTEWATER FLOWS
THE ENGINEER, A
FLOW DURING
BE ON SITE IN THE
FULLY CONTAINED BY
UNTIL THE PROBLEM IS
INTO TRENCHES
FINES IMPOSED ON THE
BE PAID BY THE
DAY. OVERNIGHT
TERMINATE EACH END
SPECIFICATIONS.
INTERNALLY
MANAGER, AND CITY
OF EROSION CONTROL
BUT PRIOR TO
MEASURES, INCLUDING
S&E PLAN ARE
THAT THESE
AND SEDIMENT
BY THE INSTALLATION OF
CONSTRUCTION.
NECESSARY TO
OF CONSTRUCTION
HAVE BEEN STABILIZED.
OR AFTER EACH
BE REPAIRED OR
IN THE CONSTRUCTION
CONTROL
ON THE DEMLR WEBSITE
1 _-1 1-E-1D 1 LRLC .
ABBREVIATIONS:
I
1
1
1
Ct
CO
Et
CO
o'
CO
CC
CD
}
m
LEGEND
1. EXISTING SURVEY DATA PROVIDED BY THE WOOTEN COMPANY FOR ENGINEERING PURPOSES ONLY, NOT FOR
RECORDATION. ELEVATIONS SHOWN ARE BASED ON NAVD88, HORIZONTAL DATUM IN NAD83.
2. THE DRAWINGS DO NOT SHOW ALL HOMES AND BUSINESSES IN THE PROJECT AREAS OR OTHER EXISTING
UTILITIES. THE CONTRACTOR IS ADVISED THAT THE AREAS ARE CONGESTED WITH HOMES, BUSINESSES, AND
UTILITIES. THE CONTRACTOR SHALL MAKE NECESSARY SITE INVESTIGATIONS TO DETERMINE ACTUAL UTILITY
LOCATIONS, OBSTACLES, HOMES, BUSINESSES, ETC. PRIOR TO BIDDING.
3. BUILDING LOCATIONS ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. NOT ALL
BUILDINGS ARE SHOWN.
4. WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES. NECESSARY LICENSES AND
PERMITS SHALL BE OBTAINED BY CONTRACTOR AT ITS EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE
OWNER AND PROVIDED IN THE CONTRACT DOCUMENTS.
5. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. CONTRACTOR SHALL HAVE DOCUMENTS AND
PERMITS AVAILABLE AT STAGING AREAS.
6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD CONDITIONS BE
ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
7. DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER OR
THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE DEEMED UNACCEPTABLE.
8. AT LEAST FIVE BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY
ENGINEER AND APPLICABLE REGULATORY AGENCIES THAT HE IS PREPARED TO COMMENCE.
9. CONTRACTOR SHALL CALL NC ONE CALL FOR UTILITY LOCATIONS PRIOR TO DIGGING.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH DUKE ENERGY. SUPPORT EXISTING
UTILITY POLES AS REQUIRED FOR EXCAVATION AND INSTALLATION OF THE WORK. COSTS OF SUCH WORK
SHALL BE PAID BY CONTRACTOR.
11. BURIED TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE KNOWN TO VARY DUE TO
INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE WORK WITH CONFLICTING TELEPHONE AND
CATV CABLES AS INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF
CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY COORDINATION.
12. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
SHALL EXPLORE THE AREA AHEAD OF EXCAVATION OPERATIONS BY OBSERVATION, ELECTRONIC DEVICES,
HAND DIGGING, AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES TO DETERMINE THE ACTUAL
LOCATION OF ALL EXISTING UTILITIES IN AN EFFORT TO AVOID INFLICTING DAMAGE TO THOSE UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY RELOCATION COSTS IF REQUIRED FOR CONTRACTOR'S
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM
DAMAGE TO THE EXISTING UTILITIES ARISING FROM CONSTRUCTION OF THIS PROJECT. SUCH COSTS INCLUDE
LOSS OF UTILITY REVENUES. IF NECESSARY, CONTRACTOR SHALL ARRANGE FOR RELOCATION OR
TEMPORARY SUPPORT OF EXISTING UTILITIES SUCH AS POLES, CONDUITS, CABLES, WATER AND SEWER
MAINS, ETC.
13. CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT
POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND
OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A
PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
14. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEY REQUIRED FOR CONSTRUCTION.
15. CONTRACTOR SHALL CLEAR AND GRUB THE CONSTRUCTION CORRIDOR AND ALL UTILITY EASEMENT ONLY TO
THE EXTENT REQUIRED FOR SANITARY SEWER MAIN INSTALLATION. CONTRACTOR SHALL MAKE EVERY EFFORT
TO PROTECT TREES THAT WILL NOT BE REMOVED DURING CONSTRUCTION.
16. CONTRACTOR ACTIVITY SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND CITY EASEMENTS.
17. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES.
18. PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE SEWER ALIGNMENT INCLUDING EACH DRIVEWAY,
SIDEWALK, STRUCTURE, ETC., TO BE DISTURBED. EACH SHALL BE RESTORED TO ITS PRECONSTRUCTION
CONDITION OR BETTER. VIDEO SHALL BE SUBMITTED TO ENGINEER PRIOR TO WORK.
19. CONTRACTOR SHALL RESTORE/REPLACE ALL DISTURBED SIGNS, MAILBOXES, STORM DRAINS, ETC. TO
ORIGINAL CONDITION AND LOCATION AS SOON AS THE CONSTRUCTION PROGRESSES BEYOND THAT LOCATION.
IN NO CIRCUMSTANCES SHALL POSTAL SERVICE BE INTERRUPTED TO PROPERTIES ALONG THE
CONSTRUCTION CORRIDOR.
20. ALL ROADSIDE DITCHES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION
CONDITION OR BETTER AND STABILIZED WITH STRAW AND NET MATTING UNLESS OTHERWISE INDICATED.
21. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO PERFORM THE WORK SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF SITE. NO
BURNING WILL BE ALLOWED.
22. GRAVEL DRIVEWAYS SHALL BE RESTORED WITH 6" COMPACTED STONE FOR THE FULL WIDTH.
23. RELATIONSHIP OF SANITARY SEWER TO EXISTING UTILITIES (15A NCAC 02T .0305)
A. SANITARY SEWER SHALL MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM STORM SEWERS.
B. SANITARY SEWER SHALL MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM WATER MAINS, OR A
HORIZONTAL MINIMUM SEPARATION OF 10'.
24. AT LOCATIONS WHERE SANITARY SEWER MUST BE INSTALLED WITH LESS THAN 18" SEPARATION FROM
STORM DRAINS DUE TO SURROUNDING CONDITIONS, THE TRENCH SHALL BE BACKFILLED WITH CLASS M
(FLOWABLE FILL) CONCRETE UP TO THE OUTSIDE DIAMETER OF EACH PIPE. SEE DETAIL 03-13/MD-1.0.
25. CONTRACTOR SHALL CONFINE WORK HOURS FROM 7:00 AM TO 6:00 PM MONDAY THROUGH FRIDAY UNLESS
APPROVED BY OWNER.
26. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL, AND ERECT AND MAINTAIN AT ALL TIMES DURING THE
PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO ENSURE THE SAFETY OF
THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL
BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AS
SUPPLEMENTED BY THE NCDOT.
27. CONTRACTOR SHALL NOTIFY HOME AND BUSINESS OWNERS IN WRITING AT LEAST 7 DAYS PRIOR TO
CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THE VICINITY OF THEIR PROPERTY.
28. IF CITY OR STATE DOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT, A LAYER OF COARSE SAND,
SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE PAVEMENT PRIOR TO DEPOSITION OF
EXCAVATED MATERIAL.
29. LANE CLOSURES OR CONSTRUCTION SHALL NOT OCCUR ON OPPOSITE SIDES OF A STREET OR
INTERSECTION SIMULTANEOUSLY.
30. ALL TRAFFIC SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORK DAY.
31. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM CITY OF RALEIGH INCLUDING BUT NOT LIMITED
TO STREET CUT PERMITS AND LANE CLOSURE PERMITS, AT LEAST 72 HOURS PRIOR TO COMMENCEMENT
OF WORK.
32. PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS EDGE.
33. CONTRACTOR SHALL FURNISH AND INSTALL SHEETING REQUIRED FOR THE INSTALLATION OF THE UTILITY.
EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT AND RIGHT-OF-WAY WIDTHS. EXCAVATION
WITH PAVED AREAS SHALL BE KEPT TO A MINIMUM. SHEETING SHALL BE INSTALLED AS REQUIRED TO
PROTECT EXISTING UTILITIES.
34. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCES AS REQUIRED FOR CONSTRUCTION.
ADDITIONAL FENCE MATERIALS REQUIRED SHALL BE PROVIDED BY CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
35. CONCRETE CURBS AND DRIVEWAYS SHALL BE REPLACED TO THE FIRST EXPANSION JOINT BEYOND THE
TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. CURBS AND CONCRETE DRIVEWAYS SHALL MATCH
EXISTING.
36. EMERGENCY VEHICLE ACCESS AND ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.
37. ACCESS TO BUSINESS AND RESIDENTIAL SHALL BE MAINTAINED AT ALL TIMES.
38. BORE AND JACK PIT LOCATIONS MAY BE SHOWN ON THE PLANS AND MAY BE SHOWN WITH DIMENSIONS.
THE LOCATIONS AND DIMENSIONS SHOWN ARE TO CONVEY GENERAL INTENT OF THE LAYOUT. CONTRACTOR
SHALL SIZE AND LOCATE PITS AS REQUIRED FOR WORK AND WITHIN EASEMENTS AND RIGHTS OF WAY
SHOWN.
AWWA - AMERICAN WATER WORKS ASSOCIATION PL - PROPERTY LINE
CL - CENTERLINE PP - POWER POLE
CB - CATCH BASIN PSI - POUNDS PER SQUARE INCH
CMP - CORRUGATED METAL PIPE PV - PLUG VALVE
CONC - CONCRETE PVC - POLYVINYL CHLORIDE
CPP - CORRUGATED PLASTIC PIPE PVMT - PAVEMENT
CT - COURT R/W or ROW - RIGHT-OF-WAY
DI - DUCTILE IRON R or RAD - RADIUS
DIP - DUCTILE IRON PIPE RCP - REINFORCED CONCRETE PIPE
DR - DRIVE REQ'D - REQUIRED
EX - EXISTING RD - ROAD
EOP - EDGE OF PAVEMENT RJ - RESTRAINED JOINT
FM - FORCE MAIN STA - STATION
GV - GATE VALVE SR - SECONDARY ROAD (STATE)
HDPE - HIGH DENSITY POLYETHYLENE THK - THICK
INV - INVERT TOS - TOP OF SLAB
IP - IRON PIPE
LSE - LANDSCAPE EASEMENT TS&V - TAPPING SLEEVE AND VALVE
TYP. - TYPICAL
LF - LINEAR FEET U/G - UNDERGROUND
L.O.D - LIMITS OF DISTURBANCE
U.N.O. - UNLESS NOTED OTHERWISE
MIN - MINIMUM
UT - UNDERGROUND TELEPHONE
MH - MANHOLE
W/ - WITH
MJ - MECHANICAL JOINT
WL - WATER LINE
NIC - NOT IN CONTRACT
OC - ON CENTER WWF - WELDED WIRE FABRIC OR FENCE
NTS - NOT TO SCALE # or LB - POUNDS
PE - PLAIN END 5/SD-1 - DETAIL CROSS-REFERENCE (DETAIL 5
PJ - PUSH -ON JOINT ON SHEET SD-1 IN THIS EXAMPLE)
EROSION CONTROL AND CONSTRUCTION SEQUENCE:
1
I
1
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
z
N
0
o
rn
REVISION
SYMBOL (NEW)
SYMBOL (EX.)
DESCRIPTION
UTILITY PEDESTAL (SIZE/SHAPE VARIES)
1. ACCESS
WORK
THE
NEGOTIATING
ASSOCIATED
OWNERS
PRIOR
2. TRAFFIC
SITUATION.
3. STREET
CONTRACTOR
4. THE
DURING
DETAILED
CONSTRUCTION.
EVENT
5. IF, AT
THE
RESOLVED
DURING
OWNER
CONTRACTOR.
6. CONTRACTOR
BYPASS
7. ALL
OF TRACER
8, CONTRACTOR
g ALL
10. NEW
COATED
EROSION CONTROL
SHALL BE ALONG THE EXISTING SEWER EASEMENTS OR WITHIN EXISTING ROAD
SHALL BE MAINTAINED WITHIN THE EASEMENTS AND RIGHTS -OF -WAY UNLESS OTHERWISE
INDIVIDUAL PROPERTY OWNERS AND/OR THE ENGINEER. THE CONTRACTOR SHALL
WITH PROPERTY OWNERS FOR SUCH ALTERNATE ACCESS AND SHALL PAY
WITH SUCH ALTERNATE ACCESS AS SPECIFIED ABOVE. ALL SUCH NEGOTIATIONS
SHALL BE IN WRITING, AND COPIES OF THE AGREEMENTS SHALL BE SUBMITTED
TO USING THE ACCESS.
CONTROL DETAILS, DRAWINGS, OR SPECIFICATIONS ARE NOT INTENDED TO ADDRESS
RIGHTS -OF -WAY ARE SHOWN. CONTRACTOR SHALL CONFINE WORK WITHIN EXISTING
SHALL OBTAIN ADDITIONAL CONSTRUCTION EASEMENTS IF NEEDED TO COMPLETE
CONTRACTOR IS RESPONSIBLE FOR HANDLING AND ACCOMMODATING ALL EXISTING
THE WORK. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT FOR APPROVAL BY
PLAN OF THE METHOD THE CONTRACTOR PROPOSES TO MAINTAIN THE EXISTING
WHEN BYPASS PUMPING IS USED, AN IDENTICAL STANDBY PUMP(S) SHALL
OF FAILURE OF THE PRIMARY PUMP(S).
ANY TIME DURING CONSTRUCTION, EFFLUENT FROM THE EXISTING SEWER IS NOT
BYPASS SYSTEM, SERVICE WILL BE RESTORED AND WORK SHALL BE SUSPENDED
TO THE SATISFACTION OF THE ENGINEER. THIS INCLUDES WASTEWATER FLOWING
EXCAVATION WORK. SEWER SYSTEM OVERFLOWS WILL NOT BE TOLERATED. ALL
0 0
e
TREE/SHRUB (DIA. & TYPE SOMETIMES
NOTED)
OQ
00
SEWER CLEAN -OUT
100
- -100- -
CONTOUR
+ 100
+ 100
SPOT ELEVATION
�/�J
WOODS LINE, CLEARING LIMIT
CL-
1
I
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co
N
.-
10/15/20
05/07/20
0
0
0
1,
I-
0
S
OS10 FO
MH SEWER, STORMWATER, & FIBER OPTIC
1111
CATCH BASIN/GRILL BASIN
������i������� I
WELL
0
�,
POWER OR TELEPHONE POLE
(1
FIRE HYDRANT ASSEMBLY
AND ASSOCIATED WITH OVERFLOWS CAUSED BY THE CONTRACTOR'S WORK SHALL
SHALL MAKE TEMPORARY TIE-INS, IF NEEDED, AT THE END OF EACH WORK
PUMPING IS NOT ALLOWED WITHOUT WRITTEN APPROVAL BY THE OWNER.
NON-FERROUS PIPES SHALL BE INSTALLED WITH TRACER WIRE AND WARNING TAPE.
WIRE AT VALVE BOX OR MANHOLE. SEE DETAILS FOR INSTALLATION.
SHALL PERFORM SITE RESTORATION AS CONSTRUCTION PROGRESSES.
WORK SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARD DETAILS AND
MANHOLES SHALL BE POLYMER CONCRETE MANHOLES OR PRECAST CONCRETE MANHOLES
WITH A POLYUREA OR EPDXY COATING.
NOTES:
Wv
GATE VALVE
I•I
101
BALL VALVE
- E - -
UNDERGROUND / OVERHEAD POWER
1. CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES
OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-N01)
FORM AT CECI.HC.GHV/NCGU1. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF
UT UT
UNDERGROUND TELEPHONE
- - -
TEL-
OVERHEAD TELEPHONE
THE PLAN MUST BE KEPT ON SITE AND ACCESSIBLE DURING INSPECTION.
2. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY OF RALEIGH
STORMWATER INSPECTIONS GROUP A MINIMUM OF 3 WORKING DAYS PRIOR TO BEGINNING LAND
DISTURBING ACTIVITIES BY CONTACTING CITY OF RALEIGH REGIONAL CONTACT AT [phone]
OR SCHEDULING THROUGH PERMIT AND DEVELOPMENT PORTAL:
H I II- -11-1-1, '1 :'"_I I LEI1-"""_ E' - I LEI-- I E:_'H II -C-1" H' I'_. '_,EC-`_)-H l E- 'H _ Ii E .
3. CONTRACTOR SHALL CONTACT DEMLR RALEIGH REGIONAL OFFICE [phone] AT LEAST 48
HOURS PRIOR TO COMMENCING THE LAND -DISTURBING ACTIVITY.
4. CONFIRM LOCATIONS OF AND CONSTRUCT OR INSTALL NECESSARY EROSION CONTROL DEVICES AS
INDICATED ON THE DRAWINGS. INSTALL ALL OTHER NECESSARY EROSION CONTROL MEASURES
WHETHER OR NOT INDICATED ON THE DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. LIMIT
CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE
PERMITTED MEASURES.
5. CALL THE RAPID RESPONSE NUMBER(919)857-4412 TO SCHEDULE A STORMWATER SITE
INSPECTION OR SUBMIT THROUGH PERMIT AND DEVELOPMENT PORTAL (SEE LINK ABOVE). UPON
APPROVAL OF THE STORMWATER SITE INSPECTION, PERMITTED LAND DISTURBANCE MAY COMMENCE.
6. BEGIN CONSTRUCTION AND INSTALLATION OF INFRASTRUCTURE. DEPENDING ON CONSTRUCTION
STAFFING, OPERATIONS MAY OCCUR IN PARALLEL. LAND DISTURBING OPERATIONS INCLUDE:
6.1. LINEAR PIPE LINE INSTALLATION
6.2. CASING PIPE INSTALLATION BY BORE AND JACK METHOD
6.3. GRADING
7. STOCKPILED FILL MATERIAL, IF NOT REMOVED FROM SITE, SHALL BE PROTECTED FROM
SEDIMENTATION AND RUNOFF BY COVERING OR INSTALLING EROSION CONTROL MATTING.
8. GRADED AREAS MUST BE STABILIZED UPON COMPLETION WITH TEMPORARY SEEDING AND ROLLED
EROSION CONTROL MATTING WITHIN 7 DAYS.
9. BACKFILL AND ESTABLISH FINISH GRADES AS QUICKLY AS POSSIBLE AFTER PIPES HAVE BEEN
INSTALLED. CONTRACTOR SHALL APPLY TEMPORARY SEEDING OVER BACKFILLED AREAS AT THE END
OF EACH WORK DAY.
10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER
EACH RAINFALL EVENT >_ 1 INCH. NEEDED REPAIRS SHALL BE MADE IMMEDIATELY.
11. ONCE CONSTRUCTION ACTIVITY IN COMPLETE FOR EACH AREA, CONTRACTOR SHALL APPLY
PERMANENT SOIL VEGETATION WITH PERMANENT SEEDING, FERTILIZER, MULCH AND TACK.
12. SITE MUST BE STABILIZED PRIOR TO SCHEDULING FOR FINAL APPROVAL. GRASS UTILIZED AS
PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT
LEAST 80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF
EROSION.
13. CONTRACTOR CAN REQUEST FINAL INSPECTION WITH CITY INSPECTOR THROUGH THE PERMIT AND
DEVELOPMENT PORTAL (SEE LINK ABOVE).
14. 30 DAYS AFTER PROJECT INSPECTOR OR ENGINEER HAS DETERMINED THAT FINAL SITE HAS BEEN
ADEQUATELY STABILIZED WITH PERMANENT SOIL VEGETATION, CONTRACTOR SHALL RETURN TO THE
SITE AND REMOVE ALL TEMPORARY MEASURES. CONTRACTOR SHALL INSTALL PERMANENT
STABILIZATION TO ALL AREAS DISTURBED BY THE TEMPORARY MEASURES.
15. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE
E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA
INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC
NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED
UNTIL THE E- NOT HAS BEEN FILLED OUT.
RALEIGH STANDARD UTILITY NOTES:
GAS LINE
W
WATER LINE
-
SEWER LINE
1. CONTRACTOR SHALL SCHEDULE AN ON -SITE MEETING WITH ENGINEER, CITY PROJECT
STORMWATER CONTROL INSPECTOR AS FOLLOWS:
A. PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY AND BEFORE INSTALLATION
MEASURES.
B. AFTER INSTALLATION OF PERMANENT AND TEMPORARY EROSION CONTROL MEASURES,
CLEARING AND GRADING.
C. AFTER SITE RESTORATION AND INSTALLATION OF PERMANENT EROSION CONTROL
GROUND COVER, BUT PRIOR TO FINAL COMPLETION.
5. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, AND
REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED
ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT.
6. ALL EROSION CONTROL DEVICES SHALL CONFORM WITH THE NORTH CAROLINA EROSION
CONTROL PLANNING AND DESIGN MANUAL AND GENERAL PERMIT NCG01.
7. THE ESCAPE OF SEDIMENT FROM THE SEWER LINE ALIGNMENT SHALL BE PREVENTED
EROSION CONTROL MEASURES AND PRACTICES PRIOR TO CONSTRUCTION.
8. CONTRACTOR SHALL UTILIZE A SILT BAG TO DE -WATER TRENCHES AND PITS DURING
9• CONTRACTOR SHALL USE EROSION CONTROL DEVICES SHOWN AND ANY ADDITIONAL DEVICES
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
10. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN DAYS
RAINFALL EVENT THAT EXCEEDS ONE INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL
REPLACED, AS NECESSARY. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED
PLANS.
12. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENTATION
MEASURES AND COMPETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND
I TF `, '- LE_, 1 I L LCJ C IC 'C -%2 FI 11 1C '-L- _H 1CL-1 ''1 SHE ;CI1= ":E'
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FM FM
SEWER FORCE MAIN
STORMWATER PIPE
Fo Fo-
UNDERGROUND FIBER OPTIC LINE
x x
x x
FENCE
PROPERTY LINE
-
-
PERMANENT EASEMENT OR R/W
H
INFRASTRUCTURE
ENGINEERING,
I G H
F I
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P.C.
I
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STRUCTURE OUTLINE (SHAPES VARY)
TEMPORARY BENCH MARK
WATER METER
►��
SEWER ABANDONMENT
////
LIGHT POLE
0
PROPERTY OR R/W MONUMENT
-
GUY WIRE
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel[phone]
www.hiepc.com
Firm License No. C-2586
0
SIGN
BORE AND JACK OR RECEIVING PIT
I
J
PIPE CASING
T". HI. ,^ TFF11D-IP . %, 1 -Fr IFF'f- ' F F 1I1T' . H- 1. 1 F'-_ H-11_1 11TJ 11_ C. I C --1
1 I
TWELVE
AT ALL
13. TEMPORARY
14. CONTRACTOR
SOONER
OR AREAS
AID IN
BE STABILIZED
IMMEDIATELY
15. CONTRACTOR
NEEDED,
STORAGE
16. THE ANGLE
BY VEGETATIVE
SLOPES
BE PLANTED
TO RESTRAIN
17. UPON
REMOVE
18. PERMANENT
MORE
19. ALONG
VEGETATION
GRUBBING
INSTALLATION
MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON -SITE AND AVAILABLE
TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
STABILIZATION SHALL BE PROVIDED AT THE END OF EACH WORK DAY TO
SHALL SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS WITHIN 14
AS OUTLINED BY NPDES GROUND STABILIZATION TABLE LOCATED ON ED-2.0.
WITH A SLOPE GREATER THAN 2:1, ROLLED EROSION CONTROL PRODUCTS
SURFACE STABILIZATION. CRITICAL AREAS SUCH AS STEEP SLOPES, WETLANDS
IMMEDIATELY UPON COMPLETION OF PIPE INSTALLATION. ADDITIONALLY,
STABILIZE GRADING CUT SECTIONS SHOWN ON SS-1.4 UPON COMPETITION
SHALL PROVIDE A CONSTRUCTION ENTRANCE AND ADDITIONAL EROSION CONTROL
TO BE IMMEDIATELY INSTALLED, FOR ANY MATERIAL LAY DOWN, STAGING AREA,
OR ANY OTHER AREAS DISTURBED BY CONSTRUCTION.
FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES.
LEFT EXPOSED SHALL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF
OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR
EROSION.
STABILIZATION OF THE CONSTRUCTION CORRIDOR AND APPROVAL BY ENGINEER,
AND PROPERLY DISPOSE OF EROSION CONTROL DEVICES.
GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15
THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
STREAM BANKS AND/OR WITHIN 10 FEET OF THE ORDINARY WATER LEVEL FOR
MAY BE CUT TO GROUND LEVEL DURING THE CLEARING PHASE OF THE PROJECT;
OR SOIL DISTURBANCE SHALL OCCUR WITHIN THE CORRIDOR UNTIL IMMEDIATELY
AND THEN ALL WORK SHALL CONTINUE IN THE LOCATION UNTIL COMPLETE
FOR INSPECTION
DISTURBED AREAS.
CALENDAR DAYS, OR
FOR ANY CRITICAL AREA
SHALL BE UTILIZED TO
OR FLOOD AREAS SHALL
CONTRACTOR SHALL
OF GRADING ACTIVITIES.
DEVICES AS
EXCAVATED MATERIAL
THAT CAN BE RETAINED
IN ANY EVENT,
ANY PHASE OF GRADING,
STRUCTURES SUFFICIENT
CONTRACTOR SHALL
WORKING DAYS OR NO
CONSTRUCTION.
LARGE CHANNELS,
HOWEVER, NO
PRIOR TO PIPE
AND RE -STABILIZED.
MAILBOX
III
Engineering isour profession.
Service is our passion.
TEMPORARY CONSTRUCTION EASEMENT
WETLANDS BOUNDARY
3IG 3RANCH SS IMPROVEMENTS
RALEIGH WATER
RALEIGH, NC
GE\ERAL \OTES, LEGE\D, A\D ABBREVIATIO\S
+
4
SUBSURFACE TEST BORE
X
ITEM TO BE REMOVED
ASPHALT/CONCRETE REMOVAL &
RESTORATION
////�
LOD LOD
LIMITS OF DISTURBANCE LINE
CRZ CRZ
CRITICAL ROOT ZONE
-
TCA TCA
TREE CONSERVATION AREA LINE
-
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH
DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT
EDITION).
2. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN
&/OR PROFILE BY RALEIGH WATER PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES
& BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE
INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO RALEIGH WATER.
4. INSTALL 4" PVC SEWER SERVICES © 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW
OR EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
5. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ,
USACE &/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
6. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK
(INCLUDING MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO
CONSTRUCTION.
7. WATER AND SEWER WORK IN STREETS SHALL BE BACKFILLED, TOPPED WITH GRAVEL, AND
COMPACTED DAILY AS WORK PROGRESSES TO CONTROL EROSION. EROSION CONTROL MEASURES
SHALL BE USED AT CURB INLETS TO PREVENT RUNOFF FROM ENTERING THE STORM SEWER
SYSTEM WHERE NEEDED.
8. ANY STORM DRAIN PIPE DAMAGED DURING THE INSTALLATION OF NEW SEWER AND/OR WATER
LINES SHALL BE REPAIRED WITH A MINIMUM OF 10' OF REPLACEMENT PIPE OF THE SAME
MATERIAL AS THE PIPE DAMAGED. ALL DAMAGED PIPE SHALL BE REPLACED.
O
PERMIT/RECORD BOX LOCATION
CONCRETE WASHOUT
SF- SF
SILT FENCE
TP- TP
TREE PROTECTION FENCE
sF/TP- sF/TP-
COMBINATION SILT FENCE & TREE
PROTECTION FENCE
-
_
SILT FENCE OUTLET
PIPE INLET PROTECTION
'
CHECK DAM
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
II
INLET PROTECTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit an
p p p y
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
City of Raleigh Development Approval
(
WATTLE
EROSION CONTROL MATTING
i
TEMPORARY CONSTRUCTION ENTRANCE
---•-�-1
•••••••••1
RIP -RAP BANK STABILIZATION
W. A.°
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STREAM STABILIZATION
PROJECT NO.
RAL1 8O 1
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CP-6-
N:7575
E:210967
EL:236.30'
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2109322.8 s'
EL:225.¢4'
CP-7-NAIL SET
757280.10'
E: 10402.31'
25 1'
CP-8-MAG SET
N:756999.77'
110839.91'
E�:2 97'
$N.
E:211
EL:195.49
AIL SET
N:7 2476.10'
$ E:2110508.55'
EL:198.51'
r"-1 GRAVETY SEWER SERIES 1
440
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
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EN: 2: 71E6151: :1 66:972P ..::516316.:
GRAVITY SEWER SERIES 2
SCALE: 1" = 200'
KINGWOOD DR
(-3GRAVITY SEWER SERIES 3
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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SEAL NOT VALID UNLESS SIGNED AND DATED
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
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RALEIGH WATER
RALEIGH, NC
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PROJECT NO.
SAL 1801
SCALE: 1" = 400'
SCALE: 1" = 300' SCALE: = 300'
City of Raleigh Development Approval
C - 0 . 1

m
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH
WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER
THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT INDICATED
ON PLANS. SEE 31-06/ED-1.0 & 1 /ED-4.0.
4. SHEET SS-1.0 DISTURBED AREA: 37,240 SQ. FT.
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
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\q 1 6, 0
PIN 1715023641 \ \ F�-
SEVEN PROPERTIES BDM, LLC JAD PROPERTY, LLC
DB: 16656 PG: 1849 \ SS
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS
AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS
THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR FULL WIDTH OF 40' PROPOSED EASEMENT ON THIS SHEET.
220
INSTALL CONSTRUCTION
ENTRANCE OFF PARKING LOT
(SEE DETAIL SW-20.09/ED-1.0)
EX. EASEMENT UNES
EX. BUILDING
EX. SMH170086
EX. 20' E�SEME
RIP RAP
INV=199.36'
2'
4
4
8" SS
EX. PARKING LOT
CURB AND GUTTER REPAIR,
SEE DETAIL T-10.26.1/TD-1.0
PERMIT/RECORD BOX LOCATION
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
AREA BETWEEN PARKING LOT
AND EX. SMH170086 CAN BE
USED AS STAGING AREA
TEMPORARY SILT FENCE/TREE PROTECTION,
TYP. (SEE DETAIL TPP-08/ED-2.0)
AERIAL CROSSING
EX. 30' PERMANENT
EASEMENT
/--Luz
777
PROPOSED 40'
PERMANENT EASEMENT
(20' FROM CL OF SS)
BZ
725 TEMPORARY SILT FENCE, TYP.
2.79 (SEE DETAIL SW-20.01/ED-1.0)
192.40 8" (E,
I BUT: 194.20 8" (NW)
SMH2
PIN 1715033465
350 SIX FORKS LLC
DB: 14194 PG: 2713
BM: 1989 PG: 1475
EX. BUILDING
REPLACE IN PLACE EX. 18"
SEWER WITH 30" SEWER (TYP.)
CONNECT TO EX. MANHOLE
INSTALL VIA OPEN -CUT. CLOSE APARTMENT ENTRANCE DURING CONSTRUCTION
IN ROAD. ONCE ENTRANCE IS CLOSED, CONTRACTOR SHALL BEGIN
CONSTRUCTION AND CONTINUE UNTIL ENTRANCE ROAD CROSSING IS COMPLETE
AND TRENCH IS BACKFILLED (OR ROAD PLATES INSTALLED. CONTRACTOR
SHALL PLAN ROAD CROSSING TO MINIMIZE TIME ENTRANCE IS CLOSED.
APARTMENT TRAFFIC SHALL BE DETOURED TO APARTMENT ENTRANCE ON
ANDERSON DRIVE. CONTRACTOR SHALL COORDINATE W/ APARTMENT STAFF TO
NOTIFY RESIDENTS MIN. OF 1 WEEK BEFORE ROAD CROSSING. SEE 1/TD-1.0.
EC MATTING (SEE DETAIL 31-06/ED-1.0)
STABILIZE WITHIN 7 DAYS.
(-1-PLAN - STA. 12+77 TO 17+00
SCALE: 1" = 40'
SMH114369
RIM:21 1.40
INV OUT: 202.40 12" (SE)
EC MATTING (SEE DETAIL 31-06/ED-1.0)
STABILIZE WITHIN 7 DAYS.
EX. 12" SS ys V
ys
SMH3
CONCRETE
RETAINING
WALL
COMPETE HEADWALL
1 x9' BOX CULVERTS
INV=193.25'
BIq BRANCH
220
215
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VENT
ELEV.
`no
no
217.3'
to
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SMH170086
,. 10+00.100
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PLAIN
ELEVATION
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INV I: 9
INV I: 9
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200
200
EX.
SURFACE
GRADE
I
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/
_
/
/
195
195
/
ALIGNMENT
FROM EX. SMH170086
TO SMH 2
HAS
BEEN INSTALLED,
NOT INCLUDED
IN CONTRACT
/
:EWER
REPLACE IN PLACE
WITH 30"
EX. 18"
SEWER (TYP.)
.�
/ /
l �
190
190
,
254.13' 30" C900 DR32.5
PVC ® 0.08%
-
REPLACE
EX. MANHOLES
254.86'
30" C90C
DR32.5 PVC G
0.087%
185
185
• •
' C 0 0.08%
ALONG ALIGNMENT,
U.N.O.
180
180
CON
CUR
Gt�
ads
38
FW
FES 18" RCP
INV. IN=198.07'
FES 18" RCP
INV. OUT=197.01'
338
338
33
CALIBRE CHASE DR.
ASPHALT DRIVE REPAIR
(SEE /DETAIL S-3/SD-1.0)
u7
m
cr) � 2�3
rn ,D7c�
AAMM
PIN 1705933559
CCC CALIBRE CHASE LLC
DB: 15704 PG: 929
BM: 1988 PG: 346
CONCRETE HEADWALL
14'x ULVERTS
INV. IN=191.40'
CONTRACTOR SHALL REMOVE AND STORE
SHRUBS DURING CONSTRUCTION AND REPLACE
ONCE CONSTRUCTION IS COMPLETE. SHRUBS
THAT DO NOT RETAKE AFTER PLANTING SHALL
BE REPLACED BY CONTRACTOR.
GRAPHIC SCALE
40 0 20 40
80 160
( IN FEET )
1 inch = 40 ft.
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
City of Raleigh Development Approval
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
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HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
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9+50 10+00 11+00 12+00 13+00 14+00
2 PROFILE - STA. 12+77 TO 17+00
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
15+00
16+00
17+00
PROJECT NO.
SAL 1801
SS-1.0

CC
CONTRACTOR SHALL PROVIDE
TEMPORARY FENCING FOR
DOG PARK DURING
CONSTRUCTION ACTIVITIES
TEMPORARY CONSTRUCTIO
EASEMENT
LX. UUU HANK -
EQUIPMENT
EX. IRRIGATION
CONTROL VALVE
POWER POLE, CONTRACTOR T
SUPPORT OR MOVE TEMPORARILY
DURING CONSTRUCTION (TYP.)
BORE PIT
(10'X30')
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING
CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE
DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
SEWER ABANDONMENT
1. PLUG NORTH INVERT IN OF MANHOLE SMH158291.
2. ABANDON EX. MANHOLE SMH117597 (SEE DETAIL
1 /MD-2.0) AND REPAIR PAVEMENT.
3. ABANDON EX. 18" SS FROM SMH158291 TO TOE OF
SLOPE. FILL WITH FLOWABLE FILL.
4. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
BORE AND JACK CASING NOTES:
1. FILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE
WITH FLOWABLE FILL. FLOWABLE FILL SHALL BE INSTALLED
IN MAXIMUM 18" LIFTS AS MEASURED FROM INVERT OF
CARRIER PIPE. ALLOW A MINIMUM 8 HOURS OF CURE TIME
PER LIFT.
2. CONTRACTOR SHALL FILL ENTIRE CARRIER PIPE WITH
WATER TO PREVENT FLOTATION DURING FLOWABLE FILL
INSTALLATION.
225
i
1
iv "v4s
5
STEAM VENT -
TOP=214.94'
BO OM=210.37' STEAM
TOP=215.
BOTTOM=21 1.
- 339
EMOVE EX. FENCE AS NEEDED STEAM MH
FOR CONSTRUCTION. CONTRACTOR TOP=215.51 '
SHALL REINSTALL FENCE AFTER BOTTOM=211.88'
CONSTRUCTION IS COMPLETE.
STEAM VEN ''9
FOP =2-4-43 4'
BOT/T01=210.43'
co
FES 1 " RCP
INV. OUT L 10.22'
RIP RAP
EX. FENCE
GATE DOG EXERCISE
AREA
TEMPORARY CONSTRUCTION
EASEMENT
DUMPSTER -
METAL STUB
PIN 1705933559 COVERED BY RAMP
CCC CALIBRE CHASE LLC METAL POST
DB: 15704 PG: 929 GAS STUB
BM: 1988 PG: 346 BRICK WALL
BRICK FENCE
RETAINING FENCE - /
130 LF BORE AND JOL1<
UNDER DRIVEWAY
RIP RAP
209-
-208
ANO
• ♦`
TEMPORARY SILT FENCE/TREE PROTECTION, -
TYP. (SEE DETAIL TPP-08/ED-2.0)
0 STE; MH 3i8 339
TOP=215.60'
BOTTOM=210.35' 18" RCP INV.
338
STORM MH
TOP=216.13'
OUT=208.34'
RCP INV. IN=210.37' PIN 1705944082
CCC ANDERSON FLATS LLC
BLOCK WALL DB: 17034 PG: 1553
BM: 2015 PG: 1814
1/MD-)1 0
N:754 3.943
E:2109601.93i
0©
oo
00
..,
•
I
I
I /
TEMPORARY SILT FENCE OUTLET,
(SEE DETAIL SW-20.24/ED-1.0)
0 0 LITTER
00(1,0
� STATI O N
AT&T
ACCESS
T&T B
iTA ON. •b
R��PAI0-RCN,
0
o GhAVPL
U PIN- 10594
AC
WATKINS & IV
DB: 12973/P�
BM: 1c 4 't
OTENTIALLY CONTAMINATED SOILS
BOUNDARY. CONTRACTOR SHALL
TEST SOIL FOR PETROLEUM
CONTAMINANTS. TAKE 2 TESTS AT
SMH4 AND SMH5-
5�
o
o
1_EaT-EX1 - 197.14'
. _ -
SS TO NEW MH
MH4 _C7' DIAa• I 9'xc
�-- - -F1754011.9366 -
E:2109781.5185
CONCRETE HEADWALL
9'x9' BOX CULVERT
INV. OUT=191.53'
CON ' HEADWALL
14'x9' BOX CULVERTS
INV. IN=191.
EC MATTING (SEE DETAIL
31-6/ED-1.0). STABILIZE
WITHIN 7 DAYS.
FW PIN F17059 ,,3559 Fw
CCC CALIBRE CHASE LL
DB: 15704 PG: 929
BM: 1988 PG: 346
SM 100622
RIM:206.80
INV IN: 194.36 18" (N)
INV IN: 199.1 10" (NW) SMH158291
INV OUT: 19 10 18" (S) RIM:207.00
INV IN• 194.50 18" (N) (PLUG)
INV OUT: 194.30 18" (S)
Fw
1
338
338
Oo
/=
/ p ck\ - CURB I
4y 0 I TOP=
338
TYP/ O 09.61'
24" RCP
G' C' OUT=205.80'
SMH1127471
RIM:215.72
INV IN: 207.40 10" (NW)
INV OUT: 207.30 10" (SE)
PIN 1705946355
HERBERT & ELIZABETH STEWART
CONSTRUCTION ENTRANCE TYP. BM 1 : 1987 PG:
519
BM150
(SEE DETAIL SW-20.09/ED-1.0)
oi -4 /
I /
ps
t.
D JAC9K" UNDER ROAD. ,
SPCE TO, BE FILLED
iFLQWABLE FILL. SEE 0/
AND JACK CASING /�j
ti
L
2
Fw -
-SMH117597
RIM:206.60
INV IN: 194.50 18" (N)
INV OUT: 194.30 18" (S)
4, �� = I IN
/ O
PIN 1705946466
ROBERT & JANE HUBAND
DB: 16878 PG: 566
BM: 1987 PG: 150
TEMPORARY CONSTRUCTION
EASEMENT (15'x65')
WOOD
DECK
!�` • l�- 4
CURB INLET
TOP=206.83'
24" RCP INV. IN=202.25'
24" RCP INV. OUT=199.37'
24" RCP INV.
OUT=193.75'
CONCRETE HEADWALL
9'x9' BOX CULVERTS
FW -I f5 V - 171 F 0 FW
CP-3-REBAR/CAP SET
N:754237.34'
E:2109832.38'
EL:206.96'
FW
SEE EROSION CONTROL
NOBS FOR BORE AND
CI( SPOIL AREA.
rt BTH&USE
IRRIGATION �z
PIPE
REPLACE IN PLACE
EX. 18" SEWER WITH
30" SEWER (TYP.)
FW F✓
FW
PIN 1705948496
SIX FORKS COMMONS OFFICE CONDO
DB: 4043 PG: 386
FW
SEE SEWER ABANDONMENT PLAN
1 NOTES 1,2, & 3 I 1
4" CPP INV.
OUT=198.49'
PROPO
EASE
BIRu.... _ __
ROdK WALL
BIG BRANCH
FW
FW
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK
DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER
THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT INDICATED ON /
PLANS. SEE 31-06/ED-1.0 & 1 /ED-4.0.
4. SHEET SS-1.1 DISTURBED AREA: 36,725 SQ. FT.
AND
(50' SNDR
/ PIN 1705947505
ROBERT & ELIZABETH SCOTT
DB: 9307 PG: 981
BM: 1987 PG: 150
ED 40' PERMANENT
NT (20' FROM CL OF SS)
PLANT
ss
ss
SMH111368
RIM:207.20
I\1NV-1-N: 197.50 1 S" (N)
INV IN: 19 e 0" (S)
INV OUT: 196.80 10 (SE)
ss
/ / / /
I / 4' /
/�c�/ / PIN 1705947626
BASKETBALL A:(,)
�� / DB: 1A4175 PG:C 2337
E
T GOAL /,� _�/ . / BM: 1987 PG: 150
ROCK
( t ,,, # f eiso. i ii,„,- , , _.._
WALL
BRICK PLANTER
L WALL
'' 9
ROCK STEPS.
INSTALL CASING
VI ► OPEN -CUT
FW
EX. 40' PERMANENT
EASEMENT
- STA. 17+00 TO 28+00
SCALE: 1" = 40'
TEMPORARY SILT FENCE,
(SEE DETAIL SW-20.01 /ED-1.0
CP-4-NAIL SL I Fw
>N:754537.1 1 '
E:2109866.09'
EL:208.51'
€pz
80
BIR.QHOUSE
BENCH
W BIRD FEEDER
Fw BIRD BATH
GRAPHIC SCALE
40 0 20 40
80
( IN FEET )
1 inch = 40 ft.
ss
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
40 TONS OF CLASS 1 RIP -RAP, 2' DEEP
FOR DITCH STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION DITCH BED ELEVATION
AND BANK ELEVATIONS CONTOURS.
PIN 1705947757
CALVIN MCPHAIL &
HELEN W KIRVEN
DB: 5567 PG: 574
BM: 1987 PG: 150
PLAY EQUIPMENT
WOOD DECK -1
ROCK PATH
ROCK P
160
/ PIN 1705947876
/ LINDSEY & MATTHEW RAINES
DB: 16949 PG: 1980
BM: 1987 PG: 150
CONC DRIVEWAY
GATE
BRICK WALL
STONE STEPS
GATE BRICK WALL
DI (3)
TOP=203.66'
BIRD FEED
INV. OUT=202.48'
BIRDHOUSE
225
220
215
o
0
210
100-YR FLOOD
0
n
‘- " 0 i
ziic
205
PLAIN ELEVATION
re) 0 g
PI In NI
VENT ELEV.
217.3'
INSTALL VENT (SEE
DETAIL S-24/SD-2.0)
0
200
SEWER LINE WITHIN CONTAMINATED SOIL
BOUNDARY APPROXIMATELY FROM STA 17+08
TO 21+38
195
190
185
EX. 18" RCP STORM PIPE
INV. 202.1
130 LF
193.46' 30* C900 DR3t5
BORE AND JACK W/42* STEEL
CASING NIN. WALL THICKNESS 0.6251
AND 30 RJ CARRIER PIPE VIA FU^IBLE
7-
CC-
GRADE
csj
220
o
a) Lai
215
210
EX. 10" SS P
INV. 201
77
125 LF BORE ANC JACK W/42* SlEEL
CASING (MIN. WAU_ THICKNESS 0.6251 AND
EX. 24" R STORM PIPE
IF CDNTAMINATED SOI _S ARE PRESENT,
EXTEND DR32.5 FUSIBLE PVC A MIN. OF 20
LF BEYOND CONTAMIlsATION.
EX. 4'' STORM PIPE
y‘.7304`9002.5 PiC 0 0
/ / /
EX. 6" STORM PIPE
INV. 202.93
205
200
REPLACE EX. MANHOLES
ALONG ALIGNMENT, U.N.O.
THICKNESS 0.501 AND 30* RJ CARRIER
PIPE VIA FUSIBLE OR RJ FVC. EXTEND
RJ PIPE A kAlN. 10 LF OUTSIDE CASING.
(SEE DETAIL S-39/SD-3.0)
E IN
SEWER WITH
PLACE EX. 18"
195
190
CONTRACTOR SHALL INSTALL ANTI-F
MEASURES FOR PIPE NSTALLED WITH
4-FT OF COVER. APP OX. 415 LF BET
22+00 TO 26+15, SEE DETAIL 2/
TATI 0 N
ESS THAN
EEN STA.
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
(2-PROFILE - STA. 17+00 TO 28+00
25+00 26+00
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall
it be construed to permit any violation of City, State or Federal Law. All construction must be in accordance with all
Local, State, and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
-D
co
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
0
0
0
0
0
0
0
co
Ld
o
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service Is our passion.
(f)
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(f)
0
RALEIGH WATER
RALEIGH, NC
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nv
7
PROJECT NO.
801
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval

CC
m
IRON RAIL FENCE
27+50
�BZ
PIN 1705949886
BARNARD, MAGAN
BARNARD, GRAYSON
DB: 16901 PG: 2017
BM: 1992 PG: 354
3FE
80
FW FW
- FW
BFE
BFE
BFE
FW\
BFE BFE
PIN 1705948915
PEYTON ANDERSON
DB: 9285 PG: 1616
BM: 1987 PG: 150
EX. 4" SS
ALL GOAL
CONC PAD
203- -
BZ
FW
4S
� FW
FW
SMH9
EX. 40' PERMANEASEMENT _ �1
FW
FW
1
SEE SEWER
ABANDONMENT NOTES
BFE BFE
PIN 1705958008
CAROLINE PLUMMER
DB: 16078 PG: 2399
BM: 1987 PG: 150
BRICK WALL
N
FIN 1705949978
-BR0 ES, DAVID ROBERT
BROYLES; G4RRETT YOUNG
DB: 17461 G: 310
BM: 1997 IDGni, 736
gFE
BFE
D.
E-\ RR �W)
�50
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED
ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE EROSION CONTROL MEASURES TO PREVENT ESCAPE OF
SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH
WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES
GREATER THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT
INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1 /ED-4.0.
4. SHEET SS-1.2 DISTURBED AREA: 40,088 SQ. FT.
225
gFE
GRAPHIC SCALE
40 0 20 40
80
WOOD PICK
GATE
H'10
:755073.4020
:2109917.1267
i
FENCE
7
160
( IN FEET )
1 inch = 40 ft.
TEMPORARY SILT FENCE
OUTLET, TYP. (SEE DETAIL
SW-20.24/ED-1.0)
PIN 1705959107
JOSEPH DUNCAN
DB: 12491 PG: 855
BM: 1987 PG: 150
INSTALL 30" SS
\\N
\
o AERIAL PIPE
,,,CROSSING
BFE
Fw \
\ Fw ss 2
BFF ss
iv •
BF
\g'
42 TONS OF CLASS 1 RIP -RAP, 2' DEEP
FOR DITCH STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION DITCH BED ELEVATION
AND BANK ELEVATIONS CONTOURS.
INSTALL CASING
VIA OPEN CUT
PROPOSED 40' PERMANENT
- EASEMENT (20' FROM CL OF SS)
VIIV 1 / I DU3ULf 0
EX. EASEMENT LINES, HARRY DEHART & ELIZABETH DEHAF
DB: 16952 PG: 2225
BM: 1964 PG: 159
REPLACE IN PLACE EX. 18"
SEWER WITH 30" SEWER /
o '• �\
s
CONTRACTOR •
STAGING AREA
CURB AND GUTTER REPA
SEE DETAIL T-10.26-.-.1/TD-1
CURB INLET FILTER SACK, TYP.,
SEE DETAIL 31-15A/ED-2.0
CURB INLET
TOP=207.13'
15" RCP INV. IN=203.63'
15" RCP INV. OUT=203.62'
CURB INLET
TOP=207.06'
15" RCP INV. IN=203.63'
15" RCP INV- OUT=203.53'
SMH12 MP.)
Fw
EX. 4" SS
FW
FW
0
FW N✓
- �BZ
197
1 i4786 Fw _ FW
Fief 05.10
INV IN: 198.20 10" (SW)
INV OUT: 198.00 10" (NW)
FW
�W
FW
� 0
�•
BIC
FW
BRANCH
FW
CONCRETE WASHOUT, SEE -
DETAIL SW-20.25/ED-1.0
0
Z
�0����1_=��� FXd�
TEMPORARY SILT FENCE, TYP.---1 -
(SEE DETAIL SW-20.01/ED-1.0)
FW
CURB INLET
TOP=210.13'
15" RCP INV.
OUT=205 2
31" TREE -
24"
TREE
F`N
15" RCP INV.
OUT=203.1 1'
PIN 1715052514
ANDREW & AMANDA TATTERSALL
DB: 16869 PG: 89
BM: 1999 PG: 603
PIN 1705959751
CITY OF RALEIGH
DB: 8475 PG: 901
BM: 1968 PG: 54
SEE NOTE 9
Ja0 Zj3
7
Zao
1 1 " THE 2�J
27"\FREE 'c,
38"\,,TREE
ift
/
H14 </ CP II . I1V= f .9�'`
DETAIL
O/SD-2.0) RC-P119! 0 293.93'
GS1ARDRA� ,70
/ •
,-: DIVE REPAIR /
AILS 3/SD
/ 7
1 1 RIP -RAP, 2/DEEP
/ FOR STORM/IPE • UT. INSTALL RIP -RAP
SUCH THAT TOP 0 RIP -RAP MATCHES
PRE-CONSTRUC$ N ITCH BED ELEVATION
AND BANK E TIQNS CONTOURS.
/ / ,
/
Im
/ J / /
BFE / / /
gFE
PLAN - STA. 28+00 TO STA. 38+00
SCALE: 1" = 40'
7
eF
SMH15
N:755822.1346
E:2109953.8
225
220
215
210
net „t
205
200
195
190
N
cq 10 6-
ON 0
ftE
INSTALL -VENT (SEE -\
7
j- EX. SURFACE
GRADE
7
a at
0
co to
7
100-YR FLOOD
PLAIN ELEVATION
1- el- cog
000
00)00
185
7 -7
•
rREPLACE IN
SEWER WITH
220
215
210
•
LACE EX. MANHOLES
ALONG ALIGNMENT, U N.O.
EXTEND RJ
E TO
MH
STEEL CASING (MIN. WALL
THICKNESS 0.50-) AND 30- RJ CARRIER
PIPE VIA FUSIBLZ-OR-RTEND-RJ--
PIPE A MIN. 10 LF OUTSIDE CASING.
(SEE DETAIL 3=39/SD-T.-a
EX. 15" RCP
INV. 203.76
CP
PIPE
3.35
EX.
STO
INV.
12" RCP
M PIPE
204.19
(
0.08%
205
200
195
190
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH
STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING
CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS
LESS THAN 3' ABOVE 100-YR FLOOD ELEVATION, SEE DETAIL
S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL
S-24/SD-2.0.
8. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN
THE LIMITS OF DISTURBANCE SHALL BE REMOVED.
9. EX. 30" TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY
OF RALEIGH PROPERTY SHALL BE REMOVED. REMOVE STUMP
AND FILL WITH SOIL AND SEED.
10. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
7
/NEW SS
SHEET SS-1.8
SEWER ABANDONMENT
1. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION.
PLUG PIPE END WITH MINIMUM 2' CONCRETE PLUG.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTREAM
SEDIMENT TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR
SHALL INSTALL TEMPORARY STREAM CROSSING (SEE
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
28+00 29+00
30+00 31+00 32+00 33+00
34+00
35+00
(-2- PROFILE - STA. 28+00 TO STA. 38+00
36+00
37+00
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review,
and authorization for construction is not to be considered to represent total compliance with all legal requirements
for development and construction. The property owner, design consultants, and contractors are each responsible
for compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor
shall it be construed to permit any violation of City, State or Federal Law. All construction must be in accordance
with all Local, State, and Federal Rules and Regulations. This approval of this electronic document is only valid if
the document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
0
(.0
0
0
0
0
0
0
o
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P. C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
Firm License No. C-2586
Engineering is our profession.
Service Is our passion.
(f)
0
ry
UD
(f)
nv
RALEIGH WATER
RALEIGH, NC
oo
0
0
0
00
CN
0
nv
7
PROJECT NO.
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
City of Raleigh Development Approval

CC
801
Y�.;_-.alb
�so
\`
/ Fes- BFE
FW FW / FW / 210 BFE ���
N ///
SSA ro / / /g� ..i.
F
SMH1 9049
RIM:. 18.20
INV IN: 208.50 10" (W)
INV/ OUT: 208.30 10" (E)
PIN 1705957637
BETH & BRANDY SCHROEDER 1 STORY WOOD
DB: 14388 PG: 893 FRAM BUILDING
FES 24Y' CPP
INV. OUT=\08.85'
24" CPP I IN=209.33'
PIN 1705958648
JAMES & DONNA TAYLOR
DB: 3840 PG: 759
BM: 1968 PG: 54
N
OPOSED PERMANENT EASEMENT
20' FROM EX. EASEMENT BETWEEN
SMH119890 AND SMH154821
TEMPORARY SILT FENCE, TYP.
(SEE DETAIL SW-20.0 ED-1.0)
30 'EE
OA" TREE
PIN 1705959751 32" TREE
CITY OF RALEIGH SEE NOTE 9
D 8475 PG: 901
.1968 PG: 54
▪ o-
-/
co
REPAIR CONC
DRIVE (SEE D i L
S-2/SD-1.0
/BASKETBALL bUAL
ROCK
WOOD FENCE
PATEL,
DB: 018381
Bz
0
FIREPLACE
SEE NOTE 12
SEE S'
ABANDONME
TE
2
FRENCH DRAIN AND WATERLINE LOCATED ON
PROPERTY WITHIN EASEMENT. AVOIDDAMAGE
AND RETURN TO PRE -CONSTRUCTION
CONDITION A TER PIPE INSTALLATION
PIN 17059568. �PJN 1705956838 \
BEAM, ANDREW S / 0 & CELIA HOLLER
DB: 17239 PG: 776
BM: 1982 PG: 519 / / B • 1982 PG: 519
}
SMH16 //-wE
Y r
�
o N
ib CPP INV.��L06.76'� WOVEN //
IRE
6cfr---7777.----
BOO- 150
1705959815
Y & LAURA LON
17130 PG: 1879
: 1968 PG: 54
IRON FENC
�--E
- RIGATION VALVE
-GAT-E
GAS ,,LAMP
EX. 20' PERMANENT
EASEMENT
SMH15
N:755822.1346
E:2109953.8134
'SEE SEWER ABANDONMENT
eat
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE
DAMS AND PUMPING AS NECESSARY TO PREVENT DOWNSTREAM
SEDIMENT TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1 /ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR
SHALL INSTALL PERMANENT STREAM STABILIZATION (SEE
2/ED-2.0).
=e01
mf ^ rsBol
230
2C4)-_* 9890
5--/�.� 2.10
of STA. 38+72.50
UNKNOWN INV.
NCE OUTLET, TYP.
SW-20.24/ED-1.0)
COMPOST BIN
DECK -
WATTLE, TYP. (SEE DETAIL
SW-20.23/ED-1.0)
ROCK CHECK DAM, TYP. (SEE
DETAIL SW-20.08/ED-1.0)
14 CNN INV. I 2Ub.4U
D P INLET
(�B 17130 PG 89
TOP 210
INV IN(S)= 05
INV IN(W)= 6
FW FW --- VFw0UT=205
PIN 1705958963
FLINN, DOUGLAS
STUDEBAKER, MANDY L
DB: 14932 PG: 712
BM: 2004 PG: 1237
SEWER ABANDONMENT
1. REMOVE EX. MANHOLE SMH119890.
2. REMOVE EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG
PIPE END WITH MINIMUM 2' CONCRETE PLUG.
SMH17
60
PIN 1705956917 FOR STR
BFROBERT & LIZANNE MCDONOUGF SUCH
E DB: 16357 PG: 1150 PRE-CONSTRU
BM: 1982 PG: 1 135 AND STREAM BA
EXISTING RIP -
FW
.35 FW _ FW - FW \
.35' PIN 1705968004
RUNKEN, MICHAEL CHRIS
DB: 12945 PG: 328 h
BM: 2004 PG: 1237
-215-
\
PIN 1705966035
PROPOSED 40' /DENISE & RICHARD FERGUSON
PERMANENT gASEM DB: 3077 PG: 338 g'°
(20' FROM CI: -OF 58)-- BFE BM: 1982 PG: 1 1F35'
BFE
BFE
STREAM 2 IMPACT:
ONS OF CLASS 1 RIP -RAP, 2' DEEP
STABILIZATION. INSTALL RIP -RAP
T TOP OF RIP -RAP MATCHES
N STREAM BED ELEVATION
ELEVATIONS CONTOURS.
P AMY BE UTILIZED.
0 0
EN WIRE FENCE
- REPAIR CONCRETE DRIVE CURB INL
(SEE DETAIL S-2/SD-1.0) TOP=2
-' INV. I=209.651__
WIRE FENCE
IN ALL CASING
VIA OPEN -CUT ,
- WOVEN
/ PIN iiu5ybbii5
ELIZABETH & RICHARD
DB: 14804 PG: 1
BM: 2003
EX. BUILDING
SE
,/
SHEET/ S-1.8
7
.9
r"-1 PLAN - STA. 38+00 TO STA. 46+50
SCALE: 1" = 40'
[POSSIBLE
JUNCTI0►
CHESWICK DR. IS A DEAD-END STREET.
CONTRACTOR SHALL MAINTAIN ACCESS
FOR THRU TRAFFIC, SEE NOTES 10 & 11.
30" RCP INV. IN=210.06'
30" RCP INV. IN=210
GUTTER R
.1
R, SEE
-1.0
STALL DROP ON EX.
SS, (SEE DETAIL WOOD PICKET
D41.0) ENCE
PIN 1705964363
SUMMERFORD, REBECCA
cv SUMMERFORD, MARG`RE
DB: 7810 PG: 3 8
1
SMH112134
RIM:213.00
INV IN: 204.08 10" (SW)
INV OUT: 205.10 10" (E)
\ WOO
DBO
RAILING
48" CMP INV.
HEADWALL
GRAPHIC SCALE
40 0 20 40
80
15
OtS
Pw
160
IX
1 inch = 40 ft.
230
225
220
0
VENT ELEV.
216.9'
215
INSTALL VENT
210
205
(SEE
2.0)
bt
0
re) tAi
100-YR FLO D
PLAIN ELEVATION
Ingrei
ro) gco
o
osix
co
0
It lel
▪ co cc!
0
LIJ
LIJ
0
0
0
ct
ct
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3' ABOVE 100-YR FLOOD
ELEVATION, SEE DETAIL S-27/SD-3.0.
225 7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
220
215
EX SURFACE
GRADE
200
210
REPLACE IN PLACE EK. 18"
SEW
195
190
38+00
188.89' 30" C900 DR32.5 PVC
157.10' 30" C900 DR32.5 PVC
Ce
REPLACE EX. IAANWOI
ALONG ALIGNMENT, U.N.O.
39+00 40+00 41+00
42+00
35 LF 42
THICKNE
PIPE VIA FUSI
43+00
(2-PROFILE - STA. 38+00 TO STA. 46+50
EL
241.53'
/ / /
205
CASING (MIN. WALL
LE OR RJ PVC. EXTEND
10 LF OUTSIDE CASING.
ETAIL S-39/ D-3.0)
44+00
45+00
46+00
200
195
190
46+50
8. ALL TREES LOCATED ON CITY OF RALEIGH PROPERTY WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED.
9. EX. 32'' TREE LOCATED OUTSIDE THE EASEMENT BUT ON CITY OF RALEIGH PROPERTY SHALL BE REMOVED.
REMOVE STUMP AND FILLED WITH SOIL AND SEED.
10. CONTRACTOR SHALL MAINTAIN A LANE FOR THRU TRAFFIC. REMOVE AND REPLACE ANY DAMAGED CURB
AND DRIVEWAY AS NECESSARY.
11. IF A PORTION OF THE R/W OUTSIDE THE PAVEMENT IS UTILIZED, CONTRACTOR SHALL PLACE LAYER OF
ABC STONE WHERE LANE IS INTENDED TO FACILITATE TRAFFIC.
12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EX. PATIO STRUCTURE. SAW CUT STONE WALL IF NEEDED.
REMOVE PAVER STONES ASS NEED AND STORE ONSITE. COORDINATE WITH PROPERTY OWNERS IN STORAGE
LOCATION ON THE PROPERTY.
13. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED ADJACENT TO BORE PIT.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE EROSION CONTROL MEASURES TO PREVENT
ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TO PREVENT ESCAPE OF
SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER THAN 2:1 OR DITCH SLOPES
GREATER THAN 2%, EVEN IF NOT INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1/ED-4.0.
4. SHEET SS-1.3 DISTURBED AREA: 37,009 SQ. FT.
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
-D
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
0
0
0
0
0
0
0
Ld
o
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service Is our passion.
(f)
Lil
0
ry
UD
(f)
nv
RALEIGH WATER
RALEIGH, NC
0
0
00
0
nv
7
PROJECT NO.
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval

CC
PIN 1705964363
SUMMERFORD, REBECCA
SUMMERFORD, MARGARET
DB: 7810 PG: 348
SHED
REPLACE IN PLACE
EX. 18" SEWER WI
30" SEWER (TYP
s SE
---214
gFF
235
UUNC;
PIN 1705963575
PGP Barrett LLC
17253 PG: 1193
STREAM 3 IMPACT:
210 TONS OF CLASS 2 RIP -RAP, 2' DEEP
FOR STREAM STABILIZATION. INSTALL RIP -RAP
SUCH THAT TOP OF RIP -RAP MATCHES
PRE -CONSTRUCTION STREAM BED ELEVATION
AND STREAM BANK ELEVATIONS CONTOURS.
EC MATTING ON SLOPE (SEE DETAIL
31-06/ED-1.0). STABILIZE WITHIN 7
DAYS.
A
S
CHAINK
EX. 4" SS
SMH9n
EX. 4" SS
O
00
40
7
EX. 30' PERMANENT
EASEMENT
CIPP APPROX. 260 LF
OF EX. 18" SS.
RB INLET
//TOP= 5'
0
IOSTALL CASING
IA OPEN-CU
iriazt
H 1,Zs, 45
,��ff/ RIpi1:21
V_wJ: 206.8
V OUT 20.J6-ice
261
/ SMH2
' N:756519.83
E:210961.8:7917
INSTALL DhOP ON EX.
8" SS, (SEE DETAIL
33-11/MD-1.0)
PIN 1705966357
- • STEVEN & JENNY BARAN
DB: 13207 PG: 2132
I GRAPHIC SCALE
0 20 40 80
FW
FW
FW
,. /1 ji 2
�°2
4 : - �•,� j
PIN 17059694
TOWNES AT CHES
WNERS ASSOCIATION 'FR1
DB: 17328 PG: 2383
BM: 2016 PG: 533
160
( IN FEET )
1 inch = 40 ft.
/
EX. 18" SS
FW ZOg��
3�-
N N
N N
N N
SOB - FW
SEE EROSION
CONTROL NOTES
Bz
SMH158845
RIM:227.70 Bz
:: 205.10 18" (NE)
INV IN: 214.70 18" NW)
INV OUT: e I 18" (S)
Fyy FW FW FW
roe - Tip TOB
TOB
BFE vtlF
Fw
N NNi NJ N: 6729.204BZ
RRE-c'
cp
COMBINATION SILT FENCE/TREE
PROTECTION, TYP. (SEE DETAIL
TPP-08/ED-2.0)
E --VATTING ON SLOPE (SEE DETAIL
3-06/ED-1.0). STABIUZE WITHIN 7
DA.
EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE STORED ADJACENT
TO BORE PIT. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE EROSION
CONTROL MEASURES TO PREVENT ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF EACH WORK DAY TO
PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES GREATER THAN 2:1
OR DITCH SLOPES GREATER THAN 2%, EVEN IF NOT INDICATED ON PLANS. SEE
31-06/ED-1.0 & 1 /ED-4.0.
4. GRADED CUT SLOPES SHALL BE STABIUZED IMMEDIATELY UPON COMPLETION OF
GRADING ACTMTIES.
4. SHEET SS-1.4 DISTURBED AREA: 72,235 SQ. FT.
PROPOSED 60'
PERMANENT EASEMENT
(30' FROM CL OF SS)
0" S
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
CIPP
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND
PUMPING AS NECESSARY TO PREVENT DOWNSTREAM SEDIMENT
TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL
INSTALL TEMPORARY STREAM CROSSING (SEE 1 /ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
INSTALL PERMANENT STREAM STABIUZATION (SEE 2/ED-2.0).
PROX. 330 LF
EX. 1 8" SS.
m
TEMPORARY SILT FENCE,
(SEE DETAIL SW-20.01/ED-
ys z
e,F
TEMP
(SEE D
22
e
BIG BRANCH
PIN 1705978143
BARRETT SQUARE CONDOMINIUMS
DB: 3638 PG: 64
ss
SS
EX. 6" SS
SMH1 - Bz2�
RIM:235.07
IN: 205.90 18"
INV IN: 0,7-0-t" (N)
INV IN: 224.10 4" (W)
OUT: 205.70 18" (SW)
\004 901
Fw \ s01 \ g01 0 ip1 338 -- 3/9
W _ 1 8 ''� FW FW
&SILT OUTLET,
4 SW-20.2 �w 1.0)
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND
SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3' ABOVE
100-YR FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
• FULL EASEMENT.
CIPP APPROX. 245 LF
OF EX. 18" SS.
` e\\ep1\
B FF \���0
\ B�� N
PIN 1705968769
STEPHENS CENTER INC THE
DB: 3633 PG: 823
Fw
BZ
FW
SEE EROSION
N
CONTRO OTES
FW
SMH25 N:7/ 4
5 881.7080( I
E:2109923./493 1 I I f
SFF SF
SF
EC MATTING ON SLOPE (SEE DETAIL
31-06/ED-1.0). STABILIZE WITHIN 7 DAYS.
1 PLAN - STA. 46+50 TO STA. 57+00 ®2
W/Ti
SCALE: 1" = 40'
Bz
�X. 6" SS
SMH149072
RIM:232.50
INV IN: 223.90 6" (NW)
_ INV IN: 176.61 18" (NEB
IMV-OIJ-T:_ 208.10
BZ
901 - 9011��'8
9o1 33s FW Fw - FW
330 �� FW FW
FW EX. 18" SS, SEE SHEET SS-1..5.
SMH27
E:2110011.8794
/5s
/(
/7
// S 26
:75703 139 / �
:2110026.5.24,c �
fb--
225
-23
GRADE AT 2:1 SLOPE
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
NATION SILT FENCE/TREE
TPP-08/ED-2.0)
cn
ro
0 235
in to N
LO
230
225
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0, b- ^ CA- v CE
N Z^W s
0 0 N I v�v 0 O � O
O QO M pOj ap: O M Z^Ov0
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NNR Z Z Z OO CIA .1i cV O cb F..
co co 0, O z
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=Q� > > > I ♦1 N N
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220
215
210
205
200
195
f
7
//
i
/
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REMOVE EX.
MANHOLE
(7)C1 71
/
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KLG-RAD
EX. SURFACE
GRADE
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100-YR FLOOD
PLAIN ELEVATION
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230
REGRADE
225
REPLACE IN PLACE EX. 18" -\
SEWER WITH 30" SEWER
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7 / y /
REPLACE EX. MANHOLES
ALONG AL GNMENT, U.N.O.
EX/: -SEWER
ALIGNMENT, TYP.
/
90.39' 30" C900 DR32.5 PVC 0 0.08%
1
220.20' 30" C900 DR32.5 PVC 0 0.08%
281.38' 30"
C900 DR32.5 PVC 0 0.08%
188.28' 30" C900 DR32.5 PVC
55 LF 42 STEEL CASING (MIN. WALL TFIICKNESS 0.50") AND
30" RJ CARRIER PIPE VIA FUSIBLE -OR RJ PVC. EXTEND RJ PIPE
A MIN. 10 LF OUTSIDE CASING. (SEE DETAIL S-39/SD-3.0)
68.59' 30" C900 DR32.5 PVC 0
220
215
210
205
200
46+50 47+00
48+00 49+00 50+00 51+00
52+00
53+00
(-2- PROFILE - STA. 46+50 TO STA. 57+00
54+00
55+00
56+00
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
0
0
0
0
0
0
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•
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service Is our passion.
(f)
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(f)
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RALEIGH WATER
RALEIGH, NC
Ln
0
CO
0
nv
7
PROJECT NO.
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval

EROSION CONTROL NOTES:
1. SOIL STOCKPILED DURING BORE AND JACK OPERATION MAY BE
STORED ADJACENT TO BORE PIT. CONTRACTOR IS RESPONSIBLE
FOR PROVIDING ADEQUATE EROSION CONTROL MEASURES TO
PREVENT ESCAPE OF SEDIMENT.
2. ANY BACKFILL STOCKPILE SHALL BE COVERED AT THE END OF
EACH WORK DAY TO PREVENT ESCAPE OF SEDIMENT.
3. EROSION CONTROL MATTING SHALL BE FURNISHED FOR SLOPES
GREATER THAN 2:1 OR DITCH SLOPES GREATER THAN 2%, EVEN IF
NOT INDICATED ON PLANS. SEE 31-06/ED-1.0 & 1 /ED-4.0.
4. SHEET SS-1.5 DISTURBED AREA: 27,795 SQ. FT.
BZ
BZ
EX. 6" SS
SMH149072
RIM:232.50
INV IN: 223.90 6" (NW)
INV IN: 176.61 18"
INV-GUT: 208.10 (SW)
PIN 1705978143
BARRETT SQUARE CONDOMINIUMS
DB: 3638 PG: 64
(SW)
aoi 339 - .1/9_ Fw
FW
BZ
CP-5-NAIL SET
N:757323.40'
E:2109829.68'
EL:232.46'
CONCRET HEADWALL
10'x9' BOX ULVERTS
I NV 209,.631j
yy-ASSUMED BURIED
MH-LOCATION
SS S 3e
job 3js9 �s�
aol - eol 3-18 --- GHAI
801 - 801 3j6 FW FW FW FW FW
TEMPORARY SILT FENCE OUTLET, TYP. -
(SEE DET�W-20.24/ED-1.0)
////
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E:2110011.8794
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BORE AND JACK CASING NOTES:
1. FILL ANNULAR SPACE BETWEEN CASING AND CARRIER PIPE
WITH FLOWABLE FILL. FLOWABLE FILL SHALL BE INSTALLED
IN MAXIMUM 18" LIFTS AS MEASURED FROM INVERT OF
CARRIER PIPE. ALLOW A MINIMUM 8 HOURS OF CURE TIME
PER UFT.
2. CONTRACTOR SHALL FILL ENTIRE CARRIER PIPE WITH
SEWER INVESTIGATION NOTES:
1. AFTER FLOW IS ON NEW SEWER ALIGNMENT, CONTRACTOR SHALL CCTV
SEWER BETWEEN EX. MHS SMH149072 AND SMH152568 AND LOCATE
BURIED MANHOLE. START CCTV AT SMH149072 AND PROCEED UPSTREAM.
2. SUBMIT CCTV DATA TO OWNER.
3. OWNER WILL DIRECT CONTRACTOR FOR SEWER REHABILITATION OF
MANHOLE AND SEWER.
446'
/ / 33e
FW
RIP R / \//
,
7-7-77
#°,114/// �205 TONS OF CLASS 2 RIP
I ///////v/ RtP- TMATCH ST PRE -CO
/// AT16N AND STREAM BAN
////��/// / EXISTING
/ /
FW
/7177 ( ,
TREE CONSERVATION NOTES:
1. KANE ANDREWS ACQUISITION,
CONSERVATION AREAS (TCA).
2. LIMITS OF DISTURBANCE ADJACENT TO TREE CONSERVATION
AREAS SHALL HAVE TREE PROTECTION FENCE OR COMBINATION
SILT FENCE/TREE PROTECTION FENCE.
/ / I
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GUARDRAIL
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CHAIN LINK FENCE
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F„ 1 �2q'0 ss
FW SS-
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CHAIN LINK
TEMPORARY CONSTRUCTION
EASEMENT.
RETAIN EX. MH FOR
EMERGENCY USE
o0 SMH' 152568
VI.1
LT�TIl
2 INV IN: 151(�
�2 1NV IN: 5. �j/ "/
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0/
Aid
INVESTI
SEE SEWER
ATION NOTES
- - - f
WA
-STREAM-44MPACT•
RAP, DEEP FOR STREAM
SUCH THAT TOP OF 1
N = RUCTION STREAM BED
ELEVATIONS CONTOURS.
P-RAP AMY BE UTILIZED. /
GUAR9RAIL /
60+
y
BORE AND JACK
SPACE TO BE FI
SEE BORE AND J
BFE
/
LCC PROPERTY CONTAINS TREE
N
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BFE
-55
LT FENCE/TREE PROTECTION,
TYP. (SEE DETAIL TPP-08/ED-2.0)
EX. SMH1)20
277-RfM:221.
INV IN: 213.80 10" (S
INV IN: 213.40-ID"-(N E
FENCE
/
SEE SEWER
_ INV- OM 21-2.90_10" (SW)
(-1-PLAN - STA. 57+00 TO STA. 66+00
SCALE: 1" = 40'
KANE
ABANDONMENT NOTE-1-
/ ' SMH29
'N:7577701.71
Pci
FE
PIN 1715082374
ANDREWS ACQUISITION, I LC
DB: 171 17 • 62-3
- j
SPOIL
my
-3Z
MPORARY CONSTRUCTION
�EASEMENT
EPtACE Xg30. j,8 -
SEWER .wn "
EX. 30' PERMANENT
EASEMENT
TEMPORARY SILT FEN ,
(SEE DETAIL-SW-20.01/ED-1.0)
MBLOCK
M�/V
WOOD DECK
NOTE 2
SMART DISH
(PEST CONTROL)
METER RACK
SMART DISH (2)
(PEST CONTROL)
METER RACK
SATELLITE DISH
SATELLITE DISH
EX. 10" RCP
SMART DISH
(PEST CONTROL)
PIN 1715170038
AVONDALE RALEIGH, LLC
DB: 157521 PG: 801
BM: 2009 PG: 72
TRANSFORMER / BFE
BFE BFE - BFE eFF
CONC WALK
A
BFE - BEE -
GRAPHIC SCALE
40 0 20 40
80
160
( IN FEET )
1 inch = 40 ft.
vvru LR Iv rRGV L.III I-LA/IMIRill VVR117V I-Lvtt/1CILL FILL
INSTALLATION. ow
240 0
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'LAIN ELEVATION
VENT ELEV.
235
INSTAL! VENT
(SFE
235
DETAIL S-24/SD-2.0)
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REPLACE IN PLACE EX.
SEWER WITH 30"
18
SEWER
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_/
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405 LF BORE
AND JACK
W/48" STEEL CASING
(MIN. WALL
THICKNESS 0.75")
AND 30" PVC
RJ
459.09' 30"
C900 DR32.5 FUSIBLE
PVC 0 0.50%
CARRIER
PIPE VIA
FUSIBLE OR RJ PVC.
(SEE
DETAIL 33-22
& 33-23/MD-1.0)
PVC
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4
6;
30" PVC
RJ CARRIER
PIPE VIA AJSIB'Z-OR
�r-
200
PIPE A MIN. 10 LF OUTSIDE
CASING. (SEE DEATIL 5-39/SD-3.0)
200
57+00
58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00
(2-PROFILE - STA. 57+00 TO STA. 66+00
co _
00
Q
0
240
240
235
O
235
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FLOOD
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PLAIN ELEVATION
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210
210
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205
205
200
200
-0+50
0+00
1 +00
1 +50
(-3-PROFILE - STA. 00+00 TO STA. 01+17
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
SEWER ABANDONMENT
1. REMOVED EX. 18" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END WITH MINIMUM
2' CONCRETE PLUG.
2. REMOVED EX. 10" SS AS REQUIRED FOR CONSTRUCTION. PLUG PIPE END WITH MINIMUM
2' CONCRETE PLUG.
3. REMOVE SECTION OF ABANDONED GRAVITY SEWER FROM STREAM. ABANDON A MINIMUM OF
5' BEYOND TOP OF BANK. PLUG PIPE END WITH MIN. 2' CONCRETE PLUG
NOTES:
1. ALL CONSTRUCTION SHALL ADHERE TO CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. CONTRACTORS TO KEEP ALL SERVICES ACTIVE DURING CONSTRUCTION.
3. INSTALL SERVICES TO EXISTING CLEANOUTS AT EASEMENT.
4. INSTALL NEW CLEANOUT IF ONE DOES NOT EXIST.
5. SEE DETAIL S-5/SD-1.0 FOR TRENCH AND BACKFILL.
6. INSTALL WATER TIGHT FRAME AND COVER WHEN MANHOLE IS LESS THAN 3' ABOVE 100-YR
FLOOD ELEVATION, SEE DETAIL S-27/SD-3.0.
7. INSTALL VENT PIPE WHERE INDICATED, SEE DETAIL S-24/SD-2.0.
8. EASEMENT CLEARING:
• CLEAR AS NEEDED FOR CONSTRUCTION ON THIS SHEET.
STREAM CROSSING NOTES:
1. FOR ALL STREAM CROSSINGS, CONTRACTOR SHALL UTILIZE DAMS AND PUMPING AS
NECESSARY TO PREVENT DOWNSTREAM SEDIMENT TRANSPORT (SEE 3/ED-2.0).
2. WHERE EQUIPMENT CROSSING WILL OCCUR CONTRACTOR SHALL INSTALL TEMPORARY
STREAM CROSSING (SEE 1 /ED-2.0).
3. UPON FINAL COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL INSTALL PERMANENT
STREAM STABILIZATION (SEE 2/ED-2.0).
NOTE: ALL CONSTRUCTION SHALL ADHERE TO
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS
Public
Sewer Collection / Extension System
The City of Raleigh consents to the connection and extension of the
City's public sewer system as shown on this plan. The material and
Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilities Handbook.
City of Raleigh
Public Utilities Department Permit # S-4753
Authorization to Construct See digital signature
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This
limited review, and authorization for construction is not to be considered to represent total
compliance with all legal requirements for development and construction. The property owner, design
consultants, and contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be construed to permit any
violation of City, State or Federal Law. All construction must be in accordance with all Local, State,
and Federal Rules and Regulations. This approval of this electronic document is only valid if the
document has not been modified and the digital signature below is valid:
m
m
REVISED PER OWNER COMMENT
REVISED PER REGULATORY REVIEW
PERMITTING
90% DESIGN
z
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w
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0
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0
0
N
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0
0
0
N
0
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0
w
0
HIGHFILL
INFRASTRUCTURE
ENGINEERING, P.C.
2703 Jones Franklin Rd, Suite 201
Cary, NC 27518
Tel [phone]
www.hiepc.com
Firm License No. C-2586
Engineering is our profession.
Service is our passion.
(f)
LL
LL
0
up
(f)
0
m
RALEIGH WATER
RALEIGH, NC
0
0
7
PROJECT NO.
Al_1 801
SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
City of Raleigh Development Approval