20200845 Ver 1_Final_Design_Permit_Submittal_04292020_20200625

RALEIGH WATER
CITY OF RALEIGH,
NORTH CAROLINA
WEST NEUSE INTERCEPTOR
RIGHT-OF-WAY OBSTRUCTION NOTES:
• STREET, LANE, AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY WORK THAT
IMPACTS THE RIGHT-OF-WAY OR CLOSING OF ANY STREET, LANE, OR SIDEWALK, THE
CONTRACTOR MUST REQUEST A PERMIT WITH RIGHT-OF-WAY SERVICES.
• A PERMIT REQUEST WITH A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN SHALL BE
SUBMITTED TO [e-mail] AT WWW.RALEIGH NC.GOV
KEYWORD "RIGHT-OF-WAY SERVICES.
• PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE -CONSTRUCTION
MEETING WITH ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC
COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED.
• 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.
• ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY
IMPAIRED AND/OR 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 OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
• ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
MPROVEMENTS
APRIL 2020
Raleigh
BLACK &VEATCH
® Black & Veatch International Corporation
Business License No. F-0794
175 Regency Woods Place, Suite 200
Cary, North Carolina 27518
THE WOOTEN COMPANY
120 North Boylan Avenue Raleigh NC 27603-1423
919.828.0531 fax [phone]
License Number: F-0115
FINAL DESIGN - NOT FOR CONSTRUCTION
PUBLIC IMPROVEMENT QUANTITIES
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PUBLIC SEWER
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Date: 2020.04.28 20:31:46-04'00'
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CONCURRENT REVIEW APPROVAL
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 modifications to this approval once issued will
invalidate this approval.
City of Raleigh
Development Approval:
City of Raleigh Review Officer
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.

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BELL AN
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MAN>' LE TEE W/ RISER — ELEVATION
N.T.S.
12'-0"
61-011
MANHOLE TEE 48" or 54"DIA.
SEE•'STANDARD MANHOLE
COVER" DETAIL
II SHED
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VENT OPENING
TO BE SCREENED
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100 gr. SEE NOTE#1
FLOOR ELSV.:
RING (typ.)
3'min:
POUR CONCRETE ANCHOR -
AROUND BOTTOM OF VENT
MANHOLE
�NOTE: STANDARD MANHOLE COVER
-water-tight cover with or
without vent; optional SEE;
!SECTION B' for SEAL -TIGHT
_..,.. MANHOLE W/ VENTED STACK
SECTION A
48" MANHOLE TEE w/ 48" RISER
N.T.S.
INTEGRAL MANHOLE ON PRE -STRESSED PIPE
NTS
48" oar 54"dia. RC - - -" — - —
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PLAN VIEW:
N.T.S., NOTE: 5411dia-..,.PIPE DIMENSIONS MAY VARY
ELEVATION
N.T.S.
INTEGRAL MANHOLE 450 AND LESS ON
REINFORCED CONCRETE PIPE (RCP)
NTS
ECCENTRIC TEE
1. HEIGHT OF STACK BAND ON HUNDRED YEAR FLOOD.
2. MANHOLE TO HAVE HOLE CAST IN RISER -OPPOSITE
STEPS, ENOUGH.TO ACCOMOQATE 4 inch GALVANIZED PIPE.
3. SEAL AROUND VENT PIPE THROUGH MANHOLE.
4. I,F MANHOLE IS TO BE PLACED. IN PAVED AREA, REMOTE
LOCATE VENT TO A POINT 6 feet FROM EDGE OF PAVEMENT.
GALVANIZED
PIPE
SEALTIGHT MANHOIA W/ VENTED
STACK -use of vent and the
.standard cover; optional SEE
'SECTION A' for STANDARD MANHOLE
rnvvo
SECTION. B
54. MANHOLE TEE w/ 48" RISER
N, T.^S.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED:
FLL
CHECKED: CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
G-01
SHEET
02 OF 37

GENERAL NOTES:
EROSION CONTROL CONSTRUCTION SEQUENCE
TREE PROTECTION NOTES:
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1. THE PROJECTED 100 YEAR FLOOD ELEVATION IS SHOWN ON THE DRAWINGS.
2. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT
THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE
DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE
APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN
PROFILE OR SECTION DRAWINGS.
3. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION
WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD"
DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.
4. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE EXISTING, TEMPORARY, AND
PROPOSED EASEMENTS AND ANY LAYDOWN AND STAGING AREAS DESIGNATED ON THE DRAWINGS. PROVIDING ADDITIONAL
STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
5. CALL BEFORE YOU DIG. CONTRACTOR SHALL DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND
STRUCTURES, WHETHER INDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING
ALL UTILITIES AND OTHER AGENCIES, AND BY PROSPECTING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL,
DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES AS REQUIRED TO COMPLETE THE WORK. IF
REQUIRED AFTER FIELD LOCATION AND VERIFICATION, CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
DETERMINE ANY NECESSARY MODIFICATIONS TO THE DESIGN OF NEW WORK.
6. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE
THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR
RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNERS AND SURVEYING CONTROL
MARKERS AND MONUMENTS. MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A
PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.
8. THE LOCATION OF BORINGS AND TEST HOLES INDICATED ON THE DRAWINGS ARE APPROXIMATE. CONTRACTOR SHALL
REFER TO THE GEOTECHNICAL REPORT INCLUDED AS AN APPENDIX IN THE PROJECT SPECIFICATIONS FOR ACTUAL BORINGS
AND TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.
9. THE LIMITS OF DISTURBANCE ARE THE ROAD RIGHTS -OF -WAY AND EASEMENTS (EXISTING, PROPOSED AND TEMPORARY).
THE CONTRACTOR SHALL NOTIFY THE NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT
RIGHTS -OF -WAY. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY -DOWN OR STAGING AREAS IN
ADDITION TO ANY SHOWN ON THE DRAWINGS, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE
LANDS AND EROSION CONTROL PERMIT.
10. CLEARING LIMITS AT A MINIMUM ARE TO THE PERMANENT EASEMENT LIMITS. TEMPORARY CONSTRUCTION EASEMENT IS TO
BE CLEARED ON AN AS NEEDED BASIS.
11. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN
ELEVATIONS DEPICTED ON THE DRAWINGS.
12. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE, UNLESS NOTED
OTHERWISE IN THE DRAWINGS. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.
13. THE CONTRACTOR'S CONSTRUCTION OPERATIONS SHALL CONFORM TO FEDERAL, STATE, AND LOCAL AGENCY SAFETY AND
HEALTH RULES AND REGULATIONS FOR EXCAVATION AND TRENCHING, CONFINED SPACE ENTRY, WORK IN HAZARDOUS
LOCATIONS, WORK AT HEIGHTS, AIR QUALITY CONTROL, NOISE CONTROL, TRAFFIC CONTROL, AND ANY OTHER POTENTIALLY
HAZARDOUS CONDITIONS.
14. STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING,
RETAINING WALLS, ETC., CROSSED BY PIPELINES ARE NOT ALL INDICATED IN PROFILE. CONTRACTOR SHALL RESTORE ANY
EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BY CONSTRUCTION.
15. CONTRACTOR SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL NEW PIPELINES WITH NEW PIPE
CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE
THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY
TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR SHALL COORDINATE
REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY.
16. HORIZONTAL STATIONING ALONG PIPELINE ALIGNMENTS IS A HORIZONTAL MEASUREMENT.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY OR PERMANENT SUPPORT AND RELOCATION OF EXISTING
OVERHEAD UTILITIES (INCLUDING BUT NOT LIMITED TO, POLES, GUY WIRES, AND WIRES) THAT ARE SHOWN OR NOT SHOWN
ON THE DRAWINGS AS PART OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE
RESPECTIVE UTILITY COMPANIES REGARDING SUPPORT OR RELOCATION OF UTILITIES. ALL COST ASSOCIATED WITH THE
AFOREMENTIONED ACTIVITIES SHALL BE AT THE CONTRACTOR'S EXPENSE.
18. ALL CONSTRUCTION SHALL ADHERE TO THE CITY OF RALEIGH STANDARD SPECIFICATIONS FOR SANITARY SEWER
CONSTRUCTION AND AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. IN THE EVEN OF A CONFLICT WITH THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL.
19. CONTRACTOR SHALL USE CAUTION IN OPERATING EQUIPMENT OVER EXISTING SEWERS. ANY DAMAGE TO SEWER SHALL BE
REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER. CONTRACTOR IS ENCOURAGED TO KEEP HEAVY
EQUIPMENT OFF OF EXISTING LINE AREAS OF SHALLOW COVER (LESS THAN 3' DEEP).
20. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO RESTORE ALL DISTURBED AREAS TO ORIGINAL GRADE.
21. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO RESTORE ALL DISTURBED AREAS TO ORIGINAL GRADE.
22. PROVIDE RIPRAP STONE TO STABILIZE STREAM OR CREEK AT SEWER LINE CROSSING AS INDICATED. RIPRAP STONE SHALL
BE PLACED FROM TOP OF BANK TO TOP OF BANK TO DEPTH AS DETAILED.
23. ALL MANHOLES PROPOSED TO BE INSTALLED ALONG THE PROPOSED GRAVITY SEWER INTERCEPTOR (60" OR 66" DIAMETER
PIPE) SHALL BE A T-BASE STYLE MANHOLE AS DETAILED UNLESS OTHERWISE NOTED.
SURVEY NOTES:
1. SURVEY COMPLETED BY THE WOOTEN COMPANY IN 2018 AND 2019.
2. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS FOR THE ROUTE SHOWN HEREON
PROPERTY LINES SHOWN ARE BASED ON WAKE COUNTY GIS AND WERE NOT SURVEYED.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD 88, BASED ON GPS OBSERVATIONS AND
RTK SOLUTIONS FROM THE NC VRS NETWORK.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GRID DISTANCES IN US SURVEY FEET UNLESS NOTED OTHERWISE.
5. THE SUBJECT PROPERTIES LIE IN A SPECIAL FLOOD HAZARD AREA PER THE NATIONAL FLOOD INSURANCE
RATE MAP 3720073200J, DATED 5/2/2006. FLOOD HAZARD LINES SHOWN ARE TAKEN FROM THE NORTH
CAROLINA FLOOD RISK INFORMATION SYSTEM (FRIS.NC.GOV).
6. EXISTING 60' SANITARY SEWER EASEMENT BASED ON PLANS ENTITLED "WASTEWATER TREATMENT AND
INTERCEPTOR, DIVISION: C. CRABTREE CREEK INTERCEPTOR AND INVERTED SIPHON, PROJECT NO.
WPC-NC-319 (C370319) : PHASE 2, FOR THE CITY OF RALEIGH, CITY CONTRACT NO. 81-130-101-2" REVISED
5/10/1976, BY CONSOER, TOWNSEND & ASSOCIATES AND PEIRSON & WHITMAN INC.
7. UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED THROUGH THE NORTH CAROLINA 811 SYSTEM.
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. INSTALL AND NOTIFY ENGINEER TO INSPECT TREE PROTECTION FENCING BEFORE ANY LAND DISTURBING ACTIVITIES.
3. CLEAR SITE ONLY AS NECESSARY TO INST ALL EROSION CONTROL DEVICES AND TREE PROTECTION FENCING AS INDICATED
ON THE PLANS AND IN THE SPECIFICATIONS.
4. UPON CITY AND ENGINEER'S APPROVAL OF TREE PROTECTION FENCING, INSTALL TEMPORARY EROSION CONTROL DEVICES
AS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS.
5. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (919-791-4200) FOR SITE INSPECTION PRIOR TO COMMENCING
MAIN CONSTRUCTION OPERATIONS.
6. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. CLEAR ONLY AS NECESSARY
THROUGH WETLANDS/BUFFERS FOR INSTALLATION OF UTILITY.
7. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS. INSPECT
DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT ALL DEVICES WHEN HALF FULL.
8. SEE SHEET D-07 FOR SELF -MONITORING AND SELF -INSPECTION NOTES.
9. WHERE INSTALLATION OF UTILITY REQUIRES THE REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE DEVICE
IMMEDIATELY UPON COMPLETION OR DAILY, WHICHEVER OCCURS FIRST.
10. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE PLANS, CALLED
FOR IN THE SPECIFICATIONS OR AS NEEDED OR DIRECTED BY THE ENGINEER.
11. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ACHIEVED WITHIN 14 WORKING DAYS OR 90
CALENDARS DAYS, WHICHEVER IS SHORTER, FOLLOWING THE COMPLETION OF CONSTRUCTION.
12. PROVIDE TEMPORARY BANK STABILIZATION (TARPS) UPON CROSSING OF ANY STREAMS AND DISTURBANCE TO ANY
STREAM BANKS AT THE END OF EACH WORK DAY. UPON COMPLETION OF SEWER INSTALLATION AT EACH STREAM
CROSSING, PROVIDE REQUIRED PERMANENT BANK STABILIZATION OF EACH STREAM CROSSING AND STREAM BANK
DISTURBANCE ON THE SAME DAY THE SEWER INSTALLATION IS COMPLETE.
13. FOR WETLANDS, STABILIZE WITH APPROPRIATE WETLAND SEED MIX AS SPECIFIED IN THE USACE NATIONWIDE 12 PERMIT
OR IN THE SPECIFICATIONS.
14. AFTER SITE IS STABILIZED, REQUEST INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE
TEMPORARY EROSION CONTROL DEVICES, INCLUDING TREE PROTECTION FENCING, DRESS OUT AREA AND SEED AND
MULCH.
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS, AS
SHOWN ON THE PLANS.
2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF AND TO FOLLOW EXISTING CONTOURS.
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING
EXISTING DITCHES, STORM DRAINS AND WATER BODIES.
4. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCHES, STREAMS OR CREEK CROSSINGS
SHALL BE GRADED NOT TO EXCEED 2:1 RATIO AND STABILIZED WITH BANK STABILIZATION. SURFACE WATER
RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS.
5. ALL DISTURBED DITCHES AND SWALES SHALL HAVE TEMPORARY LINER PER SPECIFICATION, UNLESS
OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS.
6. PROVIDE EROSION CONTROL AROUND STOCK/WASTE PILES AND STAGING AREAS AS NEEDED OR AS
DIRECTED BY ENGINEER.
7. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT
FENCE, CHECK DAM OR ARC FILTER, AS APPROPRIATE FOR SITE CONDITIONS.
8. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP AT
END OF THE WORK DAY.
9. WHERE THE AREA AROUND AN OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER.
10. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE FERTILIZED, LIMED, SEEDED AND
MULCHED WITHIN 14 DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY.
11. CONSTRUCTION TIME THROUGH WETLANDS/BUFFERS SHALL BE MINIMIZED. CONTRACTOR SHALL BEGIN
CONSTRUCTION IN WETLANDS ONLY WHEN DRY PERIODS OF WEATHER IS FORECASTED.
12. FOR DISTURBED SLOPES OF 3:1 AND GREATER, THE DISTURBED AREA SHALL BE STABILIZED WITHIN 7 DAYS.
ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
13. TEMPORARY STREAM CROSSING SHALL BE MADE BY TEMPORARY BRIDGE (I.E., MABEY BRIDGE) OR BY
USING TIMBER MATS. STREAM CROSSINGS SHALL NOT BE MADE BY PIPE CROSSING.
14. EXCESS MATERIAL FROM EXCAVATION ACTIVITIES SHALL BE HAULED OFF SITE AND SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY DISPOSE OF.
15. CONTRACTOR TO PROVIDE CONCRETE WASHOUTS AT EACH CONSTRUCTION ENTRANCE, AT A MINIMUM OF
50 LF FROM ANY SURFACE WATERS OR STORM DRAINAGE INLETS.
BYPASS PUMPING NOTES:
1. CONTRACTOR TO SUBMIT BYPASS PUMPING PLAN IN ACCORDANCE WITH SPECIFICATIONS PRIOR TO
BEGINNING ANY BYPASS PUMPING OPERATIONS.
2. ALL BYPASS PUMPS SHALL HAVE SOUND ATTENUATING EQUIPMENT TO REDUCE NOISE DISTURBANCE.
3. DEMONSTRATE OPERATION OF BYPASS PUMP SYSTEM PRIOR TO DISRUPTION OF ANY EXISTING SEWER
SERVICE.
4. BYPASS PUMP MINIMUM CAPACITY REQUIREMENTS ARE LISTED BELOW. DRY WEATHER FLOWS ARE NORMAL
PEAK HOUR OPERATING FLOWS. PUMP CAPACITY FOR 10 YEAR WET WEATHER FLOWS MUST BE ON SITE AND
READY TO OPERATE:
A. FOR ALL 54"/48" PIPE REPLACEMENT: DRY WEATHER 13 MGD, WET WEATHER 26 MGD
B. FOR 36" BEAVERDAM SEWER CONNECTION (EAST SIDE OF NEUSE RIVER):
C. FOR COLLECTORS 24": 6 MGD
D. FOR COLLECTORS 15": 2 MGD
E. FOR COLLECTORS 12" AND SMALLER: 1 MGD
1. TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL CLEARING/CONSTRUCTION LIMITS OUTSIDE OF R/W
WHERE SILT FENCE IS NOT CALLED FOR.
2. TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ACTIVITY, INCLUDING THE
CLEARING FOR EROSION CONTROL MEASURES. THE INSTALLATION OF TREE PROTECTION FENCING SHALL BE THE
FIRST CONSTRUCTION ACTIVITY THAT OCCURS IN THE FIELD.
3. TREE PROTECTION FENCING SHALL BE MAINTAINED ON SITE UNTIL ALL WORK IS COMPLETED.
WETLAND SEED MIX
SEEDING
1. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION CORRUGATED
ROLLER -SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO PROVIDE
EVEN DISTRIBUTION OF SEED.
2. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA WITH A
ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS PER FOOT OF WIDTH.
UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
3. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT WHICH CAN
BE MULCHED ON SAME DAY.
4. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 INCHES OF
SOIL DEPTH.
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MULCHING
1. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS THAN THE FOLLOWING:
I. SLOPES FROM O TO 20 PERCENT BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE RATE OF NOT
LESS THAN 2 TONS PER ACRE.
II. SLOPES GREATER THAN 20 PERCENT MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES AT
FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
III. USE TACK TO PREVENT DISRUPTION OF MULCH.
2. FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE-3 OR CUT -BACK ASPHALT GRADE RC-2 OR
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OTHER APPROVED EQUAL. THE APPLICATION RATE SHAILL BE 0.10 GAL/SY (11 GAL / 1000 SQ FT). AN APPROVED JUTE
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MESH OR NET MAY BE USED IN LIEU OF TACKING STRAW MULCH.
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CONTRACTOR SHALL REPLACE GREENWAY WITHIN SEWER EASEMENT, PAID AS DEFINED UNDER UNIT PRICE.
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AT NO ADDITIONAL COST TO OWNER.
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REPLACE GREENWAY PER THE TYPICAL ASPHALT GREENWAY SECTION DETAIL E ON SHEET D-02.
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CONCURRENT REVIEWAPPROVAL
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 apermit, nor shall it be construed to
p
permit any violation of City, State or Federal Law. All Construction must
be in accordance with all Local, State, and Federal rules and regulations.
The 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:
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DETAILED: FLL
CHECKED:
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APPROVED: DLC
DATE:
APRIL 2020
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IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
G-02
SHEET
03 OF 37

STANDARD UTILITY NOTES (AS APPLICABLE):
ABBREVIATIONS
GENERAL LEGEND
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN AH ACCESS HATCH, AHEAD
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION) Al AREA INLET
ALT ALTERNATIVE(LY)
2. UTILITY SEPARATION REQUIREMENTS: ALUM ALUMINUM
APPROX APPROXIMATE(LY)
a. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR ASPH ASPHALT
PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF AVE AVENUE
DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
BF BLIND FLANGE
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
BFV BUTTERFLY VALVE
HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR BH BOREHOLE
50' FROM A PUBLIC WELL BLDG BUILDING
BLK BLOCK(ING)
b. WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN BM BENCHMARK
UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING BOL BEGINNING OF LINE
CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE BOT BOTTOM
ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE BOV BLOW OFF VALVE
BV BALL VALVE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE BO BLOW OFF
DIAMETER TO OUTSIDE DIAMETER
CATV CABLE TV
c. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER CB CATCH BASIN
PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10, ON EACH CBMH CATCH BASIN MANHOLE
SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS C TO C CENTER TO CENTER
CI CAST IRON
d. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM CIP CAST IRON PIPE
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER CIMH CAST IRON MANHOLE
CISP CAST IRON SOIL PIPE
e. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; CJ CONTROL JOINT
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN C/L CENTER LINE
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CMP CORRUGATED METAL PIPE
CONC CONCRETE
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49) CONT CONTINUE(ED), (OUS), (ATION)
CID CONTROL POINT, CATHODIC PROTECTION
f. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. CPP CORRUGATED PLASTIC PIPE
VERTICAL SEPARATION REQUIRED CSJ CONSTRUCTION JOINT
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR CTRCTRD CENTER(S)
D CENTERED
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION CU FT CUBIC FEET
CU YD CUBIC YARD
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & CV CHECK VALVE
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS
SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEG DEGREE
DEPARTMENT DEFL DEFLECTION
DI DROP INLET
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM DIA DIAMETER
COVER IS REQUIRED ON ALL REUSE MAINS DIM DIMENSION
DIP DUCTILE IRON PIPE
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES DN DOWN
NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH DR DRAIN
PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE DWL(S) DOWEL(S)
FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE E EAST, ELECTRIC
EA EACH
7. INSTALL %" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE ECC ECCENTRIC
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE ECC RED ECCENTRIC REDUCER
THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE EF EACH FACE
EJ EXPANSION JOINT
8. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EL,ELEV ELEVATION
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM E/L EASEMENT LINE
ELEC ELECTRIC(AL)
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER EMH ELECTRICAL MANHOLE
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' EOL END OF LINE
ABOVE THE NEXT UPSTREAM MANHOLE E/P EDGE OF PAVEMENT
EQ EQUAL
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE EQUIP EQUIPMENT
&/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR EW EACH WAY
EXP JT EXPANSION JOINT
TO CONSTRUCTION. EXIST EXISTING
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING EXT EXTERIOR
MAIN EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION. FCA FLANGED COUPLING ADAPTOR
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS FH FIRE HYDRANT
FLG FLANGE
SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING FOC FIBER OPTIC CABLE
PERMIT. CONTACT TIM BEASLEY AT [phone] OR TIMOTHY. BEASLEY@RALEIGH NC.GOV FOR MORE FT FOOT
INFORMATION
G GAS
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH GA GAUGE
HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN GR GRADE
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET GV GATE VALVE, GAS VALVE
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF HB HORIZONTAL BEND
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL HH HANDHOLE
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S HMC HARNESSED MECHANICAL COUPLINGHMJ HARNESSED MECHANICAL JOINT
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE HORIZ HORIZONTAL
o STRINGENT. CONTACT JOANIE HARTLEY AT [phone] OR JOANIE.HARTLEY@RALEIGH NC.GOV FOR HWY HIGHWAY
CD
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C) IN INCHES
0 INV INVERT
IPF IRON PIN FOUND
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31 JT(S) JOINT(S)
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Y L LEFT
LA LINE AHEAD
31 LB LINE BACK
Q LB(S) POUND(S)
U LF LINEAR FEET
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C) MB METAL BOX, MAIL BOX
o MC MECHANICAL COUPLING
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N MFR MANUFACTURER
Nt MH MANHOLE
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MM MILE MARKER SURVEY CONTROL POINT
N NORTH
N/A NOT APPLICABLE O SANITARY MANHOLE
NC NORMALLY CLOSED
N/F NOW OR FORMERLY SANITARY CLEANOUT
NO NUMBER, NORMALLY OPEN
NOM NOMINAL
NON-RJ NON -RESTRAINED JOINT Qv SANITARY MANHOLE VENT
NTS NOT TO SCALE
OC ON CENTER IIIII CATCH BASIN (CB)
OD OUTSIDE DIAMETER
OHE OVERHEAD ELECTRIC o CURB BASIN (CI)
OPNG OPENING
OS OFFSET O STORM DRAIN MANHOLE (DMH)
OU OVERHEAD UTILITY
PCCP PRESTRESSED CONCRETE CYLINDER PIPE IIII STORM DRAIN INLET (DI)
PE PLAIN END
P/E PERMANENT EASEMENT pQ WATER VALVE
PH PIPE HANGER
PI POINT OF INTERSECTION CD WATER METER
PL PIPELINE, PLATE
POT POINT ON TANGENT
PP POWER POLE ® WELL
PRV PRESSURE REDUCING VALVE
PS PIPE SUPPORT -6- HYDRANT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT, POINT OF TANGENCY LIGHT POLE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT GUY WIRE
PVT POINT OF VERTICAL TANGENCY
RCP REINFORCED CONCRETE PIPE UTILITY POLE
RD ROAD
RED REDUCE(R), (ING) ELECTRIC MANHOLE
REG REGULATING
REINF REINFORCEMENT EI ELECTRIC PEDESTAL
READ REQUIRED
RJ RESTRAINED JOINT TI TELEPHONE PEDESTAL
RR RAILROAD
RT RIGHT
R/W RIGHT OF WAY FIBER OPTIC HAND HOLE
S SOUTH 0 TRAFFIC CONTROL BOX
SCGS STATE COORDINATE GRID SYSTEM
SCHED SCHEDULE
SD STORM DRAIN © COMMUNICATION PEDESTAL
SF SQUARE FEET, SILT FENCE
SH SHEET SIGN
S/L, SL SURVEY LINE
SQ SQUARE GREENWAY MILE MARKER
SS SANITARY SEWER, STAINLESS STEEL
SSMH SANITARY SEWER MANHOLE ® WARNING POST
ST STREET
STA STATION CONIFEROUS TREE
STD STANDARD
STL STEEL
SW SIDEWALK Q DECIDUOUS TREE
SY SQUAREYARD
0 SHRUB
T,TELE TELEPHONE
T&B TOP AND BOTTOM CPP CORRUGATED PLASTIC PIPE
TBM TEMPORARY BENCH MARK
TEMP TEMPORARY
T/E TEMPORARY/CONSTRUCTION EASEMENT CMP CORRUGATED METAL PIPE
TOB TOP OF BANK
TOG TOP OF GRADE RCP REINFORCED CONCRETE PIPE
TRANS TRANSITION
TS&V TAPPING SLEEVE AND VALVE PVC POLYVINYL CHLORIDE PIPE
TYP TYPICAL
UE UNDERGROUND ELECTRIC RPZ REDUCED PRESSURE ZONE
UGG UNDERGROUND NATURAL GAS
UNK,UNKN UNKNOWN PROPERTY LINE SURVEYED
UT UNDERGROUND TELEPHONE
V VALVE, VENT — PROPERTY LINE NOT SURVEYED
VCP VITRIFIED CLAY PIPE
VERT VERTICAL PROPERTY LINE PER GIS
W EXISTING WATER LINE, WEST, WIRE R/W RIGHT-OF-WAY LINES PER GIS
W/ WITH
WL WATERLINE
WM WATER METER — — EASEMENT LINE
WV WATER VALVE
SANITARY SEWER INTERCEPTOR
X BY, TIMES
& AND
@ AT SS SANITARY SEWER LINE
< DEFLECTION ANGLE
# NUMBER OHU OVERHEAD UTILITY LINE
% PERCENT
E UNDERGROUND ELECTRIC LINE
G UNDERGROUND GAS LINE
w UNDERGROUND WATER LINE
Eo Eo UNDERGROUND FIBER OPTIC LINE
TREELINE
SHRUB / HEDGE LINE
MINOR CONTOUR
MAJOR CONTOUR
x x x— FENCELINE
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Z2
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• — 100 YEAR FLOODPLAIN
NEUSE RIPARIAN BUFFER ZONE 1
NEUSE RIPARIAN BUFFER ZONE 2
ASPHALT CONCRETE PAVEMENT
CONCRETE
NON -FORESTED WETLANDS
FORESTED WETLANDS
PROPOSED
TEMPORARY DIVERSION DITCH
SANITARY SEWER MANHOLE
BORE HOLE OR TEST HOLE AND NUMBER
PROPOSED SANITARY SEWER INTERCEPTOR
LEVELSPREADER
PERMANENT UTILITY EASEMENT
— — — — — — — — — — — — — — TEMPORARY CONSTRUCTION EASEMENT
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TEMPORARY SILT/TREE PROTECTION FENCE
FENCE
PROPOSED SOIL
1. THIS IS A GENERAL LEGEND AND ABBREVIATIONS SHEET. SOME
SYMBOLS AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS
SPECIFIC PROJECT.
CONCURRENT REVIEW APPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED: CES
APPROVED: DLC
DATE: APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
G-03
SHEET
04 OF 37

WEST NEUSE INTERCEPTOR IMPROVMENTS
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FOR CONTINUATION SEE SHEET INDEX PLAN 2
� II IIIIII�
NEUSE RIVER
WELLI GTON 1
NEUSE RIVER
C-03
US 264 BYPASS
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PROPOSED 66" SEWER
/ NEUSE RIVER
SHEET KEY PLAN 1
SCALE: 1" = 500'
FOR CONTINUATION SEE SHEET INDEX PLAN 3
C-12
RALEI H
C-09
SUNRISE VALEY PL.
NEUSE RIVER
C-10
PROPOSED
66" SEWER
5
NEUSE RIVER
C-14
I
COVE BRIDGE RD.
HWY 64 (NEW BERN AVE.)
PROPOSED 66" SEWER NEUSE RIVER
1 �
' C-08 -
FOR CONTINUATION SEE SHEET INDEX PLAN 1
SHEET KEY PLAN 2
SCALE: 1" = 500'
`< .
BEAVER LN.
/ C-23
PROPOSED
\ 60" SEWER
C-22
TTTT
y
EDINGTON LN.
NEUSE RIVER
NEUSE RIVER
PROPOSED
60" SEWER
SAPPHIRE VALLEY DR.
1I'
C-17
FOR CONTINUATION SEE SHEET INDEX PLAN 2
SHEET KEY PLAN 3
SCALE: 1" = 500'
Sht No.
SHEET TITLE
GENERAL SHEETS
COVER
COVER SHEET WITH VICINITY MAP
G-01
GENERAL NOTES
G-02
LEGEND AND ABBREVIATIONS
G-03
SHEET KEY MAP & SHEET LIST
CIVIL SHEETS
C-01
PLAN AND PROFILE STA 9+00 TO STA 21+00
C-02
PLAN AND PROFILE STA 21+00 TO STA 33+50
C-03
PLAN AND PROFILE STA 33+50 TO STA 45+50
C-04
PLAN AND PROFILE STA 45+50 TO STA 57+50
C-05
PLAN AND PROFILE STA 57+50 TO STA 69+50
C-06
PLAN AND PROFILE STA 69+50 TO STA 81+50
C-07
PLAN AND PROFILE STA 81+50 TO STA 93+50
C-08
PLAN AND PROFILE STA 93+50 TO STA 105+50
C-09
PLAN AND PROFILE STA 105+50 TO STA 117+50
C-10
PLAN AND PROFILE STA 117+50 TO STA 130+00
C-11
PLAN AND PROFILE STA 130+00 TO STA 142+00
C-12
PLAN AND PROFILE STA 142+00 TO STA 154+00
C-13
PLAN AND PROFILE STA 154+00 TO STA 166+00
C-14
PLAN AND PROFILE STA 166+00 TO STA 178+00
C-15
PLAN AND PROFILE STA 178+00 TO STA 190+00
C-16
PLAN AND PROFILE STA 190+00 TO STA 198+50
C-17
PLAN AND PROFILE STA 198+50 TO STA 207+50
C-18
PLAN AND PROFILE STA 207+50 TO STA 214+00
C-19
PLAN AND PROFILE STA 214+00 TO STA 226+00
C-20
PLAN AND PROFILE STA 226+00 TO STA 238+00
C-21
PLAN AND PROFILE STA 238+00 TO STA 249+50
C-22
PLAN AND PROFILE STA 249+50 TO STA 261+50
C-23
PLAN AND PROFILE STA 261+50 TO STA 263+04.37
C-24
COLLECTOR PROFILES
DETAIL SHEETS
D-01
CIVIL DETAILS - 1
D-02
CIVIL DETAILS - 2
D-03
CIVIL DETAILS - 3
D-04
CIVIL DETAILS - 4
D-05
CIVIL DETAILS - 5
D-06
CIVIL DETAILS - 6
D-07
CIVIL DETAILS - 7
D-08
CIVIL DETAILS - 8
CONCURRENT REVIEW APPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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IF THIS BAR DOES NOT
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PROJECT NO.
197950
G-04
SHEET
05 OF 37

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*+++ SMH SMH108009 CITY OF RALEIGH CITY OF RALEIGH
++ ++ TOP TOP ELEV. = 167.9' MH-1 D.B. 4315, PG. 284 D.B. 4315, PG. 284
++++++ ELEV.=170.1' INV. ELEV = 145.6' STA 10+00.00 PIN 1733650834 PIN 1733650834 0
* +++ BANK A EXISTING 60'
++ + INV. I-147.5' _ N 734800.15 ' / Z
++*+++++ INV.O Z=145.6' E2136443.43 STABILIZATION D-06 SANITARY SEWER + ��+ �� __---
_ NEW 66" SN72 FRP TO
++*++++++ --\- ++*++++++*++++ ++ * EASEMENT REPLACE EXIST 54" RCP + ++ * Z =
+ ++ + + + * + CLASS I RIPRAP + + ++ +
++ + ++ ++* + + + ++ ++++ �• ++ _
+ + + \ AREA 196 SY + + -
+ ++++ '�+ ++ +++ + ++++++ ++*++ + *++ + y+ + + + +++
++ + + T + + + ++ + + + + +4- + +++ + +
+++ + + ++* _ - SEENOTE3 ++ +'+ *+ ++'+ + + +*++++ + ++++++ + +* + + + ++ + +* + * + + *+ -� *+ _
+ + + + + + + + + + + + + + + + + + + + + + + * + + + + + + + + + +T * i + * + + +�
+ * + * + + + + + + + + + + + + + + + + * + + + + + * * + + + + + + + + * + * + + + �*' + _ i
++++*++ /'17g. *+,++++ * � +++*+++++++++ ++++++ ++++++ +++++**+++ +*- +++ ++++++�+++ pm
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+++*++++++++ 5 1p+00 - + + + + +++`+�+* +++* *++++++++ + + + ++++ + ++*+ ++++*+ * ++*++++*+ ++++*++++++**+++++ ++**++ ++*+ ++++*+++r�+++++ + +
+ + + + 4' Pipe SEE NOTE 2 RIP RAP - _ + + � + + * + - + *+ + ++�+ + *+ + + *+ + + ++ ++ + + ++ *+++ + + *+*�+ �h *+ + +4*+- 20 --
++ ++ �_ _ ++ ++ +%,� ++ ++ ++ + + + ++ ++ + ++ + ++ +, ++ _ m
++ ++ *+ * ++ ++ ++ / 0 11 +0p o ' - �� +�+ + +* *+ + ++ ++ *+ * ++ ++ * ++ ++ *+ + ++ ++ ++: +i r* + ++-F=� +`�-++� + ++�` + ++
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+ 15+00REBAR/CAP
N :734763.538' / - - - - -
E:2136426.489' 14+00 _ - _ �170- �V
/ _ -
� � EL:167.04 RECEIVING
VAULT FOR _ _ SMH108334
_SIPHON - SILT FENCE C - - - I MH-3 TOP ELEV. = 175.1' / / TOP OF RIVER BANK
OUTLET (TYP) D-04
INV. ELEV = 146.5' /
EXISTING 54" PIPE � � - - - - - - - - - - - - - STA 17+85.86 /
EDGE OF VEGETATION N 735562.36MH-
SMH 108335 E 2136612.73
STA /
TOP ELEV. = 169.6'
STA 13+82.18 INV. ELEV = 146.3' _
N 735161.03 TEMP SILT/TREE B I
-,E 2136569.24 PROTECTION D-04
FENCE (TYP)
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NEUSE RIVER
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EXISTING GRADE
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@ 0.05%
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382.18 LF 66" FRP SN72 @ 0.05%
EXISTING 54" PIPE CONNECTION
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
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CONTRACTOR SHALL FIELD VERIFY LOCATION
PRIOR TO PERFORMING ANY WORK.
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2. REPLACE EXISTING 36" DIP WITH NEW 36"
SN72 FRP. CONTRACTOR SHALL REMOVE
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TEMPORARY SILT FENCE PARALLEL TO
Date: 2020. 4.► 03-0:49-04'00'
CREEK OR DRAINAGE SWALE TO PREVENT
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DRAINAGE SWALE WHEN CONSTRUCTING THE
SEWER INTERCEPTOR. CONTRACTOR SHALL
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CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension vstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
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PROJECT NO.
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YESHIMBET T. SEWER \RAMSUNDAR & \ ANAT Y HTUR I I I I
I � � D.B. 16397, PG. 2764 / i MICHELLE M. HABITAT N TYOF & IRINA LASHTUR� I I
CITY OF RALEIGH PIN 1733672473 / IJAQ� I O �L
�LLRAMSUNDAR WAKE C TY INC. D.B. 17145, PG. 1033
D.B. 4315, PG. 289 / D. 10568, PG. 1100 D.B. 15516, �PC2504 PIN 1733674548 HABITAT FOR
PIN 1733670101 / /PIN 1733673446/ HUMANITY OF
PIN 1733674502 ISIDRA LOPEZ JAMAL ODEH & HABITAT FOR
D.B. 17047, PG. 1447 WAKE COUNTY INC. SAIDA BERADI HUMANITY OF WAKE
IN WOODEN ELECTRICAL N 1733674665 D.B. 15516, PG. 2504 D.B. 16954, PG. 170 NEUSE VIEW DRIVE COUNTY INC.
TRANSMISSION TOWER I / �. / PIN 1733674797 PIN 1733675828 D.B. 15516, PG. 2504
I I / 100 YEAR FLOODPLAIN ALICIA REID� PIN 1733686102
:HEAD ���CTRICAL INV=163.g4' F TEMP ' (VERSION �— ASHIA ARAIN
D-05 DITCH ( YP) / C�B. 17043, PG. 4 3 SIEAIRA STAN IL MAM JOOF
CITY OF RALEIGH GREENWAY 30"CMP GREENWAY MILE PIN 1733674781 B. 17042, PG. 1 98 D. . 17039, PG. 21 .B 16802, PG 81�
1 4' PVl Y\ / MARKER (TYP) I I PIN 173367581 IN 1733675943 P11�17,a,,3
10 ASPHALT PATH V_1 /8" FENCE \ EX SEWER _ _ --
- 60 SEE NOTE 1 — SMH LATOYIA Al
CLEANOUT (TYP) — '`I . — . TOP ELEV. 170.5 1 a \ �� �� �. 1 _ . — — — — . _ I D.B. 17059, PG. 67J
INV=160.53, � � \ �\� � _ ,. �
NOTES 2,3,4,& 5 SMH108226 J
TOP ELEV. = 176.3'
INV. ELEV = 147.7'
� c EXISTING 170' CAROLINA
POWER & LIGHT EASEMENT
(B.M. 2004, PG. 1869)
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VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
NOTES:
1.
EXISTING 8" SEWER DIAMETER AND
I
LOCATION IS FROM GIS. CONTRACTOR
SHALL FIELD VERIFY LOCATION, DIAMETER
�' • — . — .
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AND INVERTS PRIOR TO PERFORMING ANY
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CONTRACTOR SHALL COORDINATE WITH
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MATERIAL OR EQUIPMENT STOCKPILE
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WITHIN THE DUKE POWER COMPANY
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ALL MATERIALS INSTALLED IN THE DUKE
+ + ++
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ENERGY ROW SHALL WITHSTAND 80,000 LB
+ + +
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LOAD BEARING. CONTRACTOR SHALL NOT
USE DUKE ENERGY ROW AS LAYDOWN OR
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CONTRACTOR SHALL FOLLOW ALL
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OCCUPATIONAL SAFETY AND HEALTH ACT,
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NATIONAL ELECTRIC SAFETY CODE, AND
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OVERHEAD HIGH -VOLTAGE LINE SAFEY
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ACT REGULATIONS REGARDING WORK
EASEMEN I "' "----- --- \ CITY OF RALEIGH WITHIN THE DUKE ENERGY ROW
SILT FENCE C \ TEMP SLOPE C WOOD BRIDGID
D.B. 7368, PG. 10 I INCLUDING REQUIRED CLEARANCE FROM
OUTLET (TYP) D-04 NEW 66" SN72 FRP TO DRAIND-06 CONCRETE �
PIN 1733687555 TRANSMISSION LINES.
REPLACE EXIST 54" RCP MH-9 I 6. CONTRACTOR SHALL COORDINATE WITH
STA 43+70.05 DUKE ENERGY A MINIMUM OF 6 WEEKS IN
TEMP SILT/TREE B N 738004.96 \ ADVANCE PRIOR TO PERFORMING ANY
E 2136621.41 BLASTING WITHIN THE DUKE ENERGY ROW.
NEUSE RIVER PROTECTION D-04 FENCE (TYP) REFER TO PROJECT SPECIFICATIONS FOR
�
SUBMITTAL REQUIREMENTS FOR BLASTING
WITHIN THE DUKE ENERGY ROW.
7. CONTRACTOR SHALL REMOVE AND
REPLACE TEMPORARY SILT FENCE
PARALLEL TO CREEK OR DRAINAGE SWALE
TO PREVENT SEDIMENT RUNOFF INTO THE
CREEK OR DRAINAGE SWALE WHEN
CONSTRUCTING THE SEWER
INTERCEPTOR. CONTRACTOR SHALL
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43+00
44+00
45+00
190 UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
185
180
175
170
165
160
155
150
145
45+50
CONCURRENT REVIEWAPPROVAL
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.
The 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:
PUbIIc
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of 'Rai i h.
FINAL DESIGN - NOT FOR CONSTRUCTION
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Date: 202 Am. 6-04'00,
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DESIGNED: WPS
DETAILED: DET
CHECKED:
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APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-03
SHEET
08 OF 37

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MARY MCKEITHAN I
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PIN 1733686232 F TEMP DIVERSION
_ —.� I i'�=�• DI\CH(TYP)
MTRICK B LOLEKA-• 1
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MO D.B. 16706, PG. 305 REPLACE EXIST 54" RCP
\ PIN 1733685268 —180 _ _
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INVESTMENTS, LLC
D.B. 11234, PG. 333
\ PIN 1733688828
TOP ELEV.J= 169.3'\
INV. ELEV = 148.5'
INV. ELEV. = 155.0' 8"
OUTLET (TYP)
ROBBINS DRIVE
T� ABDUL H. —F GEORGE T JOHN M
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D. . 12308, PG. 16691 RSHOABAll' TANZA I ASKI S I VILLR ZON I CHARLES
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I D.B. 16849, I DAVIS &
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�._— W 1. EXISTING 8" SEWER DIAMETER AND LOCATION
)0- _ . ��5+tT0 / = 56+00 — — 57+00 IS FROM GIS. CONTRACTOR SHALL FIELD
— _ — / / - VERIFY LOCATION, DIAMETER AND INVERTS
�— _--------/ /// _ 54" RCP Pipe \ (z PRIOR TO PERFORMING ANY WORK.
Q 2. CONTRACTOR SHALL REMOVE AND REPLACE
=) TEMPORARY SILT FENCE PARALLEL TO
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DELRAY 2 O SEWER INTERCEPTOR. CONTRACTOR SHALL
INVESTMENTS, EXISTING 60' UTILIZE TEMPORARY PUMP AROUND AS
LLC SANITARY SEWER SHOWN IN THE DETAILS TO DIVERT CLEAN
D.B. 11234, PG. EASEMENT O WATER AROUND THE WORK AREA WHEN
333 ILL WORKING IN THE WET.
PIN 1733688828 I
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51+00
52+00
53+00
54+00
55+00
56+00
57+00
185
180
175
170
165
160
155
150
145
57+50
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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PROJECT NO.
197950
C-05
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76+00
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SEWER INTERCEPTOR. CONTRACTOR SHALL
UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
190
185
180
175
170
165
160
155
150
145
81+50
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-06
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11 OF 37

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85+00
86+00
87+00
88+00
89+00
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91+00
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190
185
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175
170
165
160
155
150
145
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50' 25' 0' 50' 100,
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1. EXISTING 8" SEWER DIAMETER AND LOCATION
IS FROM GIS. CONTRACTOR SHALL FIELD
VERIFY LOCATION, DIAMETER AND INVERTS
PRIOR TO PERFORMING ANY WORK.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
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DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
FINAL DESIGN NOT FOR CONSTRUCTION
C-07
SHEET
12 OF 37

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TEMP SILT/TREE B
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TOP OF RIVER BANK TOP ELEV. = 176.0'
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105+5(
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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.
45 Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED: CS
APPROVED: CES
DATE: APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C 08
SHEET
13 OF 37

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SSMH CITY OF RALEIGH TOP=175.29' 20 y64 / EXISTING 30' CAROLINA
.B. 11588, PG. 2190 INV IN=161.01' �COp�F�I/ 'OWER & LIGHT EASEMENT
PIN 1734636302 INV OUT=160.89' TMq� eFRN MH-21 (D.B. 3181, PG. 293)
(TYP) GUARDRAIL FNgN FARO �F% N A 109 9 21
3 SEE PROFILE co
o AT&T Gun,,,, " qr-
C-24 � (BURRIED) �J E 2136405.60
I/ GUARDRAIL G TEMPORARY BORE PIT TEMP DIVERSION F
MH-20 _ / (40'X20' APPROX LOCATION) DITCH (TYP) D-05
CONC SWALE I STA 107+33.55 - _ _ -7 TOWN OF KNIGHTDAL
BURIED / MH-22
N 743839.65j D.B. 2825, PG. 433 100 YEAR FLOODPLAIN
_ / // i� STA 113+90.69
E 2136580.12 j /MH-20A I. / PIN 1734633997 \ N 744281.63
_ - N 743841.73 CONC BUILDING / I.... \ TEMP SLOPE C E 2136096.56 NEW 66" SN72 FRP TO
- - - - / / / . / � � i REPLACE EXIST 54" RCP
TEMPORARY BORE PIT _ - - - _ -_ `o / / / E 2136556.14 I '�� ROGERS REALTY DRAIN (TYP) D-06
:` 6' CHAIN
/ / / / / .......... / :: ; I... & INSURANCE
(40'X20' APPROX LOCATION) - - - _ - - `i �/ `SEE NOTE 2 _ ;; „
/ ` < / .. 'BRIDGE AB TMENT . .... l .. _ .� ; C9NI�ANY _ E=UhC Ul .,--,, ,J- . i;ROP
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TOP ELEV. = 176.2'
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N 743852.47
E 2136645.05
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---
VARIABLE WIDTH "�...�... ----_!__- ----- __---- ____ ----__- _-- '�j == -_
-- _- -- -.-- _-____-------- ___ _ _ -
SMH137817 PROPOSED UTILITY - - - - - -_ - -
SMH138019 ••• •••�"
TOP ELEV. = 172.4' EASEMENT TOP ELEV. - 175.8'
INV. ELEV = 152.0' SEE NOTE 3 INV. ELEV = 152.1' 0' ASPHALT PATH EDGE OF VEGETATION
ABANDON EXIST SSMH
SEE ABANDON EXIST SSMH TOP OF RIVER BANK
15" STEEL VVA I � NOTES 5,6,7,& 8
(ATTACHED TO T VINYL FENCE
\ BRIDGE) UTILITY POLE 14' EXISTING 60' SANITARY
FROM C/L SEWER SEWER EASEMENT NEUSE RIVER
BRIDGE PIER
FIBERGLASS AT&T LINE
(ATTACHED TO BRIDGE)
- 4" GALVANIZED PIPE
(ATTACHED TO BRIDGE)
12" GAS LINE
BRIDGE PIERS
TEMP SILT/TREE / B 1
PROTECTION D-04
FENCE (TYP) �\
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5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
K I -% T r r_1 -
1. EDGE OF PAVEMENT IS APPROXIMATE AND IS
FROM AERIAL IMAGERY.
2. EXISTING CMU/BRICK CHLORINE BOOSTER
STATION SHALL BE DEMOLISHED, DISPOSED,
AND THE EXISTING GROUND GRADED TO
PROVIDE POSITIVE DRAINAGE.
3. CONTRACTOR SHALL REMOVE AND DISPOSE
OF EXISTING CHAIN LINK FENCE AROUND
EXISTING CHLORINE BOOSTER STATION.
4. ABANDON EXISTING 54" RCP FROM
PROPOSED EXIST SMH124375 TO EXIST
SMH137817 WITH FLOWABLE FILL AS
SPECIFIED.
5. CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY PRIOR TO PERFORMING ANY
WORK WITHIN THE EXISTING POWER
EASEMENT.
6. MATERIAL OR EQUIPMENT STOCKPILE WITHIN
THE DUKE POWER COMPANY EASEMENT IS
PROHIBITED.
7. ALL MATERIALS INSTALLED IN THE DUKE
ENERGY ROW SHALL WITHSTAND 80,000 LB
LOAD BEARING. CONTRACTOR SHALL NOT
USE DUKE ENERGY ROW AS LAYDOWN OR
FILL AREA.
8. CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY A MINIMUM OF 6 WEEKS IN
ADVANCE PRIOR TO PERFORMING ANY
BLASTING WITHIN THE DUKE ENERGY ROW.
REFER TO PROJECT SPECIFICATIONS FOR
SUBMITTAL REQUIREMENTS FOR BLASTING
WITHIN THE DUKE ENERGY ROW.
CONCURRENT REVIEW APPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Pub&c Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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Di itall > f N �1�ji, Lee
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Date:2020.0 .17:00-04'00'
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DESIGNED: WPS
DETAILED: FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-09
SHEET
13 OF 37

/
CITY OF RALEIGII\
D.B. 11588, PG. 2190 \ \
�\ PIN 1734557504 \
1 M H-23A
N 744707.42
VARIABLE WIDTH
E 2135533.54
PROPOSED UTILITY
4 SEE PROFILE
1• EASEMENT
-24
PUE
MH-23
-
ANDREW J.
STA 120+78.66
HEYMANN
N 744702.53
D.B. 15872, PG.346
�E7135552.37
-- -
PIN 1734545563
T
AV=164.72' +
129+p0
INV
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ENERGY DISSIPATER
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//// // / /� �f /�/• ��// TEMP SLOPE
DRAIN (TYP)
� ABANDON EXIST SSMH
/�A SMH 1101 bU
TOP ELEV. = 179.4
/ INV. ELEV = 152.4'
0 ,
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% MARKER (TYP)
F�c �
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EXISTING 20' SANITARY J /r SMH
SEWER EASEMENT TOP ELEV.=179.6'
(B.M. 2003, P.G. 996) / J INV. IN=172.9'
SEE NOTE 1 / INV. OUT=170.3'
MH-23B s
N 744849.53 s
E 2135542.75
ss INV-163.61' 100 YEAR FLOODPLAIN
INV=163.44'
CLASS I RIPRAP
AREA 95 SY
SILT FENCE C
ss 1'l +++ OUTLET (TYP) D-04
122+00
/ 123+00-3611CPP
INV=163.47
SEE NOTE 2
+pp
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EDGEWATER
TEMP SILT/TREE
B
TOWNHOME
PROTECTION
D-04
ASSOCIATION, INC.
FENCE (TYP)
D.B. 11378, PG. 919
PIN 1734551147
RIP RAP-
+
SMH101200 + + -�� _ ���` P Pipe
TOP ELEV. = 174.9'
INV. ELEV= 152.4'
'NV. ELEV. = 160.8' 15"
ABANDON EXIST SSMH
XX BANK A
D-XX STABILIZATION L-O6
CLASS I RIPRAP
AREA 188 SY
\
\
\
'---CLASS I RIPRAP
\ AREA 71 SY
1
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TOP OF RIVER BANK
CLASS I RIPRAP
AREA 150 SY
i
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EDGE OF VE(-�FTATInN
SEE NOTE 2
+11
- INV-165.13'
MH-24
NEW 66" SN72 FRP TO /
+ +Z`+++
STA 126+54.07
REPLACE EXIST 54" RCP
+
++ INV=165.27'
N 745259.42
++
T + + ++ ++
E 2135697.14
+
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+J+
CITY OF RALEIGH
1 T T+++
D.B. 11588, PG. 2190
-126
PIN 1734557504
�\ /+�+
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+ +++++ ,--+++++
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EXISTING 60'
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7
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SANITARY SEWER
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TOP ELEV. = 172./'
INV. ELEV = 152.7
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NEUSE RIVER \ D.B. 11588, PG. 2190 ���- 0
PIN 1734557504
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120+00
121+00
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124+00
125+00
126+00
127+00
128+00
129+00
190
185
180
175
170
165
160
155
150
145
130+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
1. UPSTREAM MANHOLE IS LOCATED
APPROXIMATELY 364.63 LF NORTH WEST
FROM EXISTING SMH101200. THE INVERT
INVERT OUT ELEVATION AT THE UPSTREAM
MANHOLE IS 174.40'.
2. CONTRACTOR SHALL REMOVE AND REPLACE
TEMPORARY SILT FENCE PARALLEL TO
CREEK OR DRAINAGE SWALE TO PREVENT
SEDIMENT RUNOFF INTO THE CREEK OR
DRAINAGE SWALE WHEN CONSTRUCTING THE
SEWER INTERCEPTOR. CONTRACTOR SHALL
UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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DATE:
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0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-10
SHEET
15 OF 37

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REPLACE EXIST 54" RCP MH-26 WOOD CO CRC PIERS
I SMH104241- \ / R \ N1.\ GRAVEL PATH STA N 74654049 87 PIERS
/ / / (TYP) \
TOP ELEV. - 176.4 �� _EXISTING
IINV. ELEV 153.0' ASSOCIATES, IEAM 100 YEAR FLOODPLAIN \ FiGyeF �.\ — E 2136250.81 SEE NOTE 1 GUY WIRE
INV. ELEV 154.0' (15") D.B. 15978, PG. 2605 NCH 1 —
0 I I PIN 1734662494 RO,q�—•—. _ EXISTING
D EDGE OF VEGETATION /' 1 �- — — UTILITY /
I x x xx xx xxx xx xxx xx y /_ \ �\ POLE
x x x x # x x x x # x x x x x x x x x x x x x x x x x —_ SEE NOTE 17
--i � MH-25 x x xx x# x #x xx x x x x x x# xx�##x � —---------
x x x x x x x x 'TA N y�, TER x x x x # x x---�--�� ---�— ON SHEET G-1 /
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#x xx x x x x x x x # x x �# x x� xxx xx xx xx xx x -- � , ]
O--------- x x x x x� x x x x x x x x x x x `4` x x# # x x x x x x x x x # x ��
_ _ _ -* x x x x xx xx "x xx x# xx "x x x x x O
— — — O _ — >xx # xxxxxxxxxx xxx xxx xx xx xx xxx xx# x — x �\x �x x �xx �# xx - x x 138+00 139+00—�140+00 /41f \ / / \\ O �(/
m _ _ ----- I IP R =' — —
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T � 136 00 ` �0 � �
m _ — — — - 133 00 134+00 R R R 135+00 �_ �— _ �— — + �— i — — , , \ `— I I nl
132+00 + — x x x x x x# x_!E' i -- -- 162.29 — s I 1 0)
131+00 — #x x x xx xx=x--#x'rxx} x "*## �xx x# —x x# xx Txx x x_ x \— — 10'ASPHALTPATH------- -- o'W�
0 co
— --- — ---- SMH100483 I 15"CMP N � ---- — — — —— � � Z
o — _ TOP ELEV. = 182.9' JV=169.55- ��� \\ 41 Q
_ x x INV. ELEV = 153.5'
__ ----------- # x } # x x x x SEE NOTE 3
IV,
O x } { x x k x # x �* x x x x ,'x CONCRETE PAD (TYP) ` EXISTING 60' C SILT FENCE
CONNECT EXISTING x x �5 � x D-04 OUTLET (TYP) C TEMP SLOPE
15" SEWER TO x x x x x x x x x x x x x x ` x x x x x x x WOOD BRIDGE SANITARY SEWER /
x x x Q SP-f`A�L PEA x x x 10 ASPr.ALT F-,1TH i
x EASEMENT MILBURNIE DAM
D-06 DRAIN TYP
PROPOSED MANHOLE x k x x��T�x�AQxx # � # x a (TYP)
I x x x x x x x x x x x} x+ #xx ANTI -SEEP D ASSOCIATES, LLC
4� x COLLAR (TYP) D-02 D.B. 15978, PG.
2605 V
a CLASS I RIPRAP BANK A DAM STRUCTURE
CITY OF RALEIGH Q� AREA 173 SY STABILIZATION D-06 'IN 1734662494
D.B. 11588, PG. 2190 p
I PIN 1734557504 I B TEMP SILT/TREE
D-04 PROTECTION �—
I FENCE (TYP)
ISEE NOTE 2
I
I SMH NEUSE RIVER
ITOP ELEV.=168.7' cn
INV. OUT=155.1'
190
185
180
175
170
165
160
155
150
145
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YEAR FLOODPL_AIN
EL
EXISTING
7-
GRADE
7
810.52 LF 66" FRP SN72 @ 0.05%
753.65 LF 66" FRP SN72 @ 0.05%
585.29 LF 66" FRP
SN72 @ 0.05%
131+00
132+00
133+00
134+00
135+00
136+00
137+00
138+00
139+00
140+00
141+00
190
185
180
175
170
165
160
155
150
145
142+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
K I -% T r r_1 -
1. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING STORM MANHOLE WITH A
STANDARD CITY OF RALEIGH STORMWATER
MANHOLE AT THE CONTRACTOR'S EXPENSE
FOLLOWING INSTALLATION OF INTERCEPTOR.
2. DAM STRUCTURE IS THE REMNANTS OF THE
MILBOURNIE DAM, WHICH HAS BEEN
DECOMMISSIONED AND IS NO LONGER A
FUNCTIONING DAM.
3. CONTRACTOR SHALL REMOVE AND REPLACE
TEMPORARY SILT FENCE PARALLEL TO
CREEK OR DRAINAGE SWALE TO PREVENT
SEDIMENT RUNOFF INTO THE CREEK OR
DRAINAGE SWALE WHEN CONSTRUCTING THE
SEWER INTERCEPTOR. CONTRACTOR SHALL
UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED:
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APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-11
SHEET
16 OF
37

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SIGN (TYP) Q�P
O \ / MILBURNIE DAM CITY OF RALEIGH 10' ASPHALT PATH \Q
O I I ASSOCIATES, LLC \ / / / D.B. 5238, PG. 664 Q2��
*A (/ < <�\ ��\ D.B. 15978, PG. 2605 /
PIN 1734670537 j Q�
\PIN 1734662494 � ,—'
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RIP RAP
\�� \\\ \ \\ \ / /
CONCRETE / � /� ��A
SEE NOTE 1 �Q�
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i l MAG%Sl'T \ \ \� 00� SHEET G-1 op
CITY OF RALEIGH F TEMP DIVERSION
Q / \ \ \ \ \ — — — —�' D.B. 5238, PG. 664 D-05 DITCH (TYP)
/ N :746645.945' \ \ \ \ o PIN 1734670537
/ E:2136404.138' — — — � ��V �\
/ EL:177.83' �� \ �_---- — EDGE OF
_ NEW 66 SN72 FRP TO ROCK / c
1 SPHALT PATH I \ `V 4Sx0 — y \ ` REPLACE EXIST 54" RCP OUTCROP / / /�� �o I I I G� 0' / / /
\ 0 — \\�
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SEE NOTE 2 MILE MARKER �\ — — \ \\\\ \ N:747118.171' BENCH
TYP)\\�\ E�21y36706.608'
MILBURNIE DAM
IASSOCIATES, LLC000
D.B. 15978, PG. 2605 i ++ + \ �\� �\ �\�\\ \\ ���� \� \ � 007
PIN 1734662494
�\4)� ���� ----/ i�� i .i �/ / TOP OF RIVER BANK
SILT FENCE
I\ D-04 OUTLET (TYP)
IMILBURNIE DAM \ \ \\ \ ��� �\-�\26.38 ��� j. / __NEUSE RIVER
ASSOCIATES, LLC
IEDGE OF VEGETATION
I
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190
185
180
175
170
165
160
155
142+00
143+00
D.B. 15978, PG. 2605
PIN 1734662494 \ \� �� 48x00
100 YEAR FLOODPLAIN \
MH-27
STA 148+03.52
N 747107.80
E 2136747.21
_ ,— -- ice'//••
EXISTING 60' SANITARY
SEWER EASEMENT
SMH103130
TOP ELEV. = 185.5'
INV. ELEV = 153.7'
/
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753.65 LF 66" FRP SN72 @ 0.05% 810.77 LF 66" FRP SN72 @ 0.05%
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
195
190
185
180
175
170
165
160
155
150
154+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
ni�Trc+.
1. CONTRACTOR SHALL CAREFULLY REMOVE,
STOCKPILE STONE COMPASS, PAVERS, AND
EDGE PAVERS PRIOR TO PERFORMING ANY
WORK IN THIS AREA. ANY DAMAGE TO THE
STONE COMPASS, PAVERS, OR EDGE PAVERS
WILL BE REPLACED AT THE EXPENSE OF THE
CONTRACTOR. THE CONTRACTOR SHALL
REINSTALL STONE COMPASS, PAVERS, AND
EDGE PAVERS DURING FINAL RESTORATION.
2. DAM STRUCTURE IS THE REMNANTS OF THE
MILBOURNIE DAM, WHICH HAS BEEN
DECOMISHNED AND IS NO LONGER A
FUNCTIONING DAM.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED:
FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-12
SHEET
17 OF 37

\ CONNECT EXISTING
\ / HEDINGHAM ON 20" SEWER TO
\ CITY OF RALEIGH / THE NEUSE PROPOSED MANHOLE
D.B. 5238, PG. 664 LIMITED
PARTNERSHIP UTILITY POLE (TYP)
PIN 173467066 —
100 YEAR FLOODPLAIN \ / D.B. 5784, PG. 739
\ PIN 1735708156 SEE NOTE 17
\ MH-29 ^ ^^ ^^ ON SHEET G-1
CITY OF RALEIGH
D.B. 5238, PG. 664
PIN 1734670537
\ MH-28
STA 156+14.29
F TEMP DIVERSION N 747899.60
\ D-05 DITCH (TYP) E 2136572.84
0' ASPHALT PATH
tx.
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2 +* ++++++++
y� �� *= NEW 66" SN72 FRP
UN' 7� + REPLACE EXIST 54" R
,A
TOP OF RIVER BANK
195
190
185
180
175
170
165
160
155
150
154+00
S-
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_ TOP ELEV.=180.3' i
IS` INV. OUT=170.6'
neu On
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E 2136494.22
SEE NOTE 1 /
clr'-Kl /-rVD\
SEE NOTE 3
wit / + +* *"'+++SMH+4+�++'+•+ 1+++ ++—+ T �P+A ++++++*++++*+*+*++++*+*++++* '41�1C+F�F�� �'A +J++++++*++++*+*+ ++++*+*+++�*+*}++ +y*+++'++++*1V1H-31
+ + + + + + + + + + + } + + + } + + + + +* + + + *} + + * + + + + + + + + + + + + + + + + +
i + +++ * * *+++ -TOP ELEV. = 18 .7' +++ + + }+++ + + }+++ + +++*++ }+++ + + }+++ + + ++++ + + ++++ + + ++++ + + ++ + + EDGE OF VEGETATION * + STA 165+38.17 + + + *+ + \ 60 0
++ ++++++*+*}++ /� +++*+++*ion,�rl�+++++++*+++}+++++}++++++++++++++**++T+++T +}+r +}++ ++*+++++
+ + ++++ } +**+ ++*}INV. ELEV=15�F.5' *+ + + * ++ ++ ++ + ++ ++ + ++ + + } ++ * + } ++ + + +N748760.41 + ++ + + ++
++* ++* * +++* ++ * * +++ +_++ * ++++ +++} ++++ ++++ ++ }+ ++ }+ ++++ ++++ ++++ }+++ +++* ++++ ++ +++* + X `V
+++ * * +++ +++ + + +++ +++ +++ +++ ++ } ++ * } +} + }+ } +E2136675.5C ++ r. \ !'
+ +++ +++ ++++ +++* ++* ++ * ++* * +*+* ++ + ++*+ ++++ ++++ *+I+ ++*+ ++++ ++++ ++++ ++ +t +++* ++
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++ + + + ++ * ++*+ + + +++* + + ++++ + ++++ + + ++}+ + + ++++ + + }+++ + + ++++ + + +*++ + + ++++ + } ++++ + } ++++ + + ++*+ + + *+*} + ++*+++ + ++++*} + ++*+*+ + *+* *+ \
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810.77 LF 66" FRP SN72 @
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394.22 LF 66" FRP
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155+00
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155
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5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
1. CONTRACTOR SHALL REMOVE, STOCKPILE,
AND REINSTALL EXISTING BENCH AT THE
CONTRACTORS EXPENSE. ANY DAMAGE TO
THE BENCH SHALL BE REPAIRED/REPLACED
TO MATCH EXISTING.
2. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING FENCES AT THE CONTRACTORS
EXPENSE TO MATCH EXISTING FOLLOWING
COMPLETION OF CONSTRUCTION ACTIVITIES.
3. CONTRACTOR SHALL INSTALL TEMPORARY 6
CHAINLINK FENCE ALONG PROPERTY
BORDERING EXISTING EASEMENT AND TIE
INTO EXISTING PROPERTY FENCE PRIOR TO
PERFORMING ANY WORK. CONTRACTOR
SHALL MAINTAIN FENCE THROUGHOUT
DURATION OF CONSTRUCTION ALONG THIS
PORTION OF THE INTERCEPTOR. ALL COST
ASSOCIATED WITH TEMPORARY FENCING
SHALL BE INCIDENTAL TO THE PROJECT.
4. ABANDON EXISTING 54" RCP PIPE FROM
MH-29 TO MH-32.
5. CONTRACTOR SHALL CUT AND REMOVE A
MINIMUM 5' SECTION OF EXISTING 20" SEWER
AND PERMANENTLY PLUG EXISTING 20"
SEWER LINE AND ABANDON SEWER.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-13
SHEET
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5' 3' 0" 5' 10,
VERTICAL SCALE 1'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the POlic Utilities Department at [phone] 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 Johsite, 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.
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DESIGNED: WPS
DETAILED:
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APPROVED:
DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
FINAL DESIGN NOT FOR CONSTRUCTION
C-14
SHEET
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1. UPSTREAM MANHOLE IS LOCATED
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2. CONTRACTOR SHALL REMOVE AND REPLACE
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CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED:
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APPROVED: DLC
DATE:
APRIL 2020
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IF THIS BAR DOES NOT
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PROJECT NO.
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CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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PROJECT NO.
197950
C-16
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204+00
205+00
206+00
207+00
200
195
190
185
175
170
165
160
155
150
207+50
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
1. UPSTREAM MANHOLE IS LOCATED APPROXIMATELY
187 LF SOUTH EAST FROM EXISTING MANHOLE AND
HAS AN INVERT OUT = 159.20'.
2. EXISTING 12" WATERLINE IS FROM GIS DATA.
CONTRACTOR SHALL FIELD VERIFY THE LOCATION
OF THE EXISTING WATERLINE AND VALVES ON EACH
SIDE OF THE RIVER PRIOR TO PERFORMING ANY
WORK.
3. CONTRACTOR SHALL CUT AND REMOVE A MINIMUM
5' SECTION OF EXISTING 36" SEWER AND
PERMANENTLY PLUG EXISTING 36" SEWER LINE AND
ABANDON SEWER.
4. CONTRACTOR SHALL CUT AND REMOVE A MINIMUM
5SECTION OF EXISTING 15" SEWER AND
PERMANENTLY PLUG EXISTING 15" SEWER LINE AND
ABANDON SEWER.
5. CONTRACTOR SHALL REMOVE AND REPLACE
TEMPORARY SILT FENCE PARALLEL TO CREEK OR
DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF
INTO THE CREEK OR DRAINAGE SWALE WHEN
CONSTRUCTING THE SEWER INTERCEPTOR.
CONTRACTOR SHALL UTILIZE TEMPORARY PUMP
AROUND AS SHOWN IN THE DETAILS TO DIVERT
CLEAN WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
6. CONTRACTOR SHALL SUPPORT EXISTING 12"
WATERLINE AND VALVE WHILE EXCAVATING AND
INSTALLING THE PROPOSED SEWER PIPE.
CONTRACTOR SHALL REPAIR/REPLACE ANY
DAMAGED WATERLINE, VALVES, OR
APPURTENANCES AT THE CONTRACTORS EXPENSE
IN ACCORDANCE WITH THE CITY OF RALEIGH
UTILITY STANDARDS.
7. CONTRACTOR SHALL PLACE SUITABLE NATIVE
EXCAVATED MATERIAL BACK OVER PIPE IN THE
ZONE HATCHED IN PROFILE.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection /Extens ion 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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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PROJECT NO.
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5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN - NOT FOR CONSTRUCTION
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APPROVED: DLC
DATE: APRIL 2020
0 1/2 1
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PROJECT NO.
197950
C-18
SHEET
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462.58 LF 60" FRP SN72 @ 0.06%
215+00
216+00
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
225+00
200
195
190
185
180
175
170
165
160
155
150
226+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
1. CONTRACTOR SHALL REMOVE, STOCKPILE,
AND REINSTALL EXISTING BENCH AT THE
CONTRACTORS EXPENSE. ANY DAMAGE TO
THE BENCH SHALL BE REPAIRED/REPLACED
TO MATCH EXISTING.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-19
SHEET
24 OF 37

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TOP ELEV. = 180.9'
/ INV. ELEV = 158.2'
MAG/SET
N:753925.530'
/ E:2137020.301'
EL:180.31'
195
190
185
180
175
170
165
160
155
150
226+00
CITY OF RALEIGH
D.B. 8971, PG. 365
PIN 1735746234
N 753923.31
E 2137009.68
NEUSE RIVER
/
/ M H-46
+ STA 232+47.70
+ *, + ++ % +N 754394.38
ur KALEIGH GRAVEL PATH
D.B. 8971, PG. 365
PIN 1735746234
/
D.B. 16788, PG.
1769
PIN 1735648454
100 YEAR FLOODPLAIN
I
CONCRETE PAD
.1
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EXI- WING 60' SANITARY
SEWER EASEMENT
CONCRETE PAD -
CITY OF RALEIGH
D.B. 12883, PG. 1904
PIN 1735743950
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1
+
227+00
228+00
229+00
230+00
231+00
232+00
233+00
234+00
235+00
236+00
237+00
195
190
185
180
175
170
165
160
155
150
238+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
klnTc:c-
1. CONTRACTOR SHALL REMOVE AND REPLACE
TEMPORARY SILT FENCE PARALLEL TO
CREEK OR DRAINAGE SWALE TO PREVENT
SEDIMENT RUNOFF INTO THE CREEK OR
DRAINAGE SWALE WHEN CONSTRUCTING THE
SEWER INTERCEPTOR. CONTRACTOR SHALL
UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
197950
C-20
SHEET
24 OF 37

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D.B. 8517, PG. 771
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D.B. 8517, PG. 771
SEE NOTE 1
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482.81 LF 60" FRP SN72 @ 0.06%,
239+00
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242+00
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5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
NOTF.q-
1. CONTRACTOR SHALL REMOVE AND
STOCKPILE ROCKS/BOULDERS DURING
CONSTRUCTION AND RESET FOLLOWING
FINAL BACKFILL AND GROUND
STABILIZATION.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
Public
Sewer Collection / Extension Svstem
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 #
Authorization to Construct See Digital Signature
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 Puhlic Works Department at [phone], and
the Public Utilities Department at [phone] 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 Johsite, 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.
.CAR01
a� SEAL
0 34362
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0 1/2 1
IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
197950
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m - - INV. ELEV.=172.8'
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+ - - - ` . \ PATH ,
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250+00 251+00
252+00
253+00
254+00
255+00
256+00
257+00
258+00
259+00
260+00
261+00
195
190
185
180
175
170
165
160
155
150
261+50
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
1. CONTRACTOR SHALL REMOVE AND REPLACE
TEMPORARY SILT FENCE PARALLEL TO
CREEK OR DRAINAGE SWALE TO PREVENT
SEDIMENT RUNOFF INTO THE CREEK OR
DRAINAGE SWALE WHEN CONSTRUCTING THE
SEWER INTERCEPTOR. CONTRACTOR SHALL
UTILIZE TEMPORARY PUMP AROUND AS
SHOWN IN THE DETAILS TO DIVERT CLEAN
WATER AROUND THE WORK AREA WHEN
WORKING IN THE WET.
CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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DETAILED: FLL
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APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-22
SHEET
27 OF 37

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WOOD POLE SHED \
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EXISTING 48" RCP PIPE
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262+74.80
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195
190
185
175
170
165
160
155
150
261+50
RIVERBEND AT
/ SMH144351 LAKESIDE /
TOP ELEV. = 182.7' HOMEOWNERS
/ NV. ELEV = 160.4' Q } / ASSOCIATION, INC. �! /
B. 4852, PG. 501 /
/ ^ PIN 1735771834
/ # jrxAr # 1
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MH-BY OTHERS
N 757298.92
E 2137288.19
MH-BY OTHERS
N 757284.06
E 2137305.58
10'x 10' PRECAST BLIND
JUNCTION BOX
/ (INSTALLED BY OTHERS)
i
—SEE NOTE 1
SILT FENCE C
OUTLET (TYP) D-04
RIVERBEND AT
LAKESIDE
HOMEOWNERS
ASSOCIATION, INC.
D.B. 4852, PG. 501
PIN 1735783034
INV=175.15'
• , " # # ,�"— I �� _ \ \� \\\ \ VERTICAL
OVERFLOW PIPE
TOP=178.52'
UNABLE TO ACCESS
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IN'\\ \\\ 24"CMP
INV=172.03'
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INV=171.21' \ xIc
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INV=173.17'
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CHRISTOPHER E. J.
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-14853, PG. 710
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175
170
165
160
155
150
265+00
5' 3' 0" 5' 10,
VERTICAL SCALE 1"=5'
50' 25' 0' 50' 100,
HORIZONTAL SCALE 1 "=50'
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CONCURRENT REVIEWAPPROVAL
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.
The 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:
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 #
Authorization to Construct See Digital Signature
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 [phone] 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 Johsite, 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.
FINAL DESIGN NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED: FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
C-23
SHEET
28 OF 37

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FINAL BACKFILL
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6" CLASS I, II, OR III MATERIAL
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6" STONE COVER
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INITIAL BACKFILL ,\
PIPE SPRINGLINE j
HAUNCHING
6" BEDDING
MINIMUM SIDE
CLEARANCE
PIPE
1.5XO. D.
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UNDISTURBED
SOIL
\� GEOTEXTILE
FABRIC (SEE NOTE
10)
\� UNDISTURBED
x\�_SOIL
\
#67 OR #78M STONE
TAMP WELL
UNDER
BOTTOM HALF
OF PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 2" OR LARGER TO BE USED IN TOP 6" OF INITIAL BACKFILL AND NONE
6" OR LARGER IN FINAL BACKFILL
3. FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
5. TOTAL TRENCH WIDTH SHALL BE A MINIMUM OF 1.5XO.D. OF PIPE.
6. ACHIEVE 90% COMPACTION IN BEDDING, HAUNCHING AND INITIAL BACKFILL. SEE TECHNICAL
SPECIFICATION SECTION 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.
7. IF IN EASEMENT 4" TOPSOIL AND 12" CLEAN SELECT FILL IS REQUIRED.
8. CONTRACTOR SHALL UTILIZE METHODS NECESSARY TO MAINTAIN A FULL 6" OF STONE OVER
THE PIPE FOLLOWING EXTRACTION OF TRENCH BOX AND/OR SHEETING.
9. CONTRACTOR SHALL ENSURE PIPE COUPLINGS/JOINTS ARE NOT DEFLECTED WHEN TWO PIPES
ARE JOINED.
10. STONE BEDDING SHALL BE FULLY ENCLOSED IN A GEOFABRIC WRAP FOR ENTIRE LENGTH OF
FIBERGLASS REINFORCED PIPE. EXCEPT WHERE THE PIPE EMBEDMENT ZONE IS SURROUNDED BY
TRENCH WALL COMPRISED OF HARD ROCK.
STANDARD BEDDING DETAILS FOR
FIBERGLASS REINFORCED PIPE
NTS
FINAL
BACKFILL
INITIAL
BACKFILL
SPRING LINE
HAUNCHING
TAMP WELL UNDER
BOTTOM HALF OF PIPE
FINISHED
:2 - 0"
GRADE
\ \XA\
UNDISTURBED SOIL
#67 OR #78M STONE
_PIPE GRADE
4" BEDDING
MINIMUM SIDE
6" 1 O.D. OF PIPE 1 6" �� CLEARANCE
TYPICAL TRENCH BOTTOM DIMENSIONS
FOR SDR 35 PVC GRAVITY PIPE
NOTES:
1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
NTS
NEW MANHOLES USE A BUTYL
SEALANT BETWEEN FRAME AND
SEE C.O.R. STANDARD MANHOLE TOP SECTION WHEN
S-25 FOR MANHOLE SECURING FRAME TO MANHOLE
FRAME AND COVER O PROVIDE A WATER TIGHT SEAL.
2'-0" q \ a � a
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ECCENTRIC M.H. CONE
MAY BE USED ON 8" , 10"
P AND 12" SEWER MAINS.
MANHOLE CONE AND
p. BARREL SECTIONS
SHALL BE AS PER ASTM
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LATERAL INVERT SHALL NOT
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BE LOWER THAN MAIN SPRING-
LINE. MANHOLE SHALL BE 2'
ABOVE 100 YEAR FLOOD PLAIN
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OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
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PLAIN. WHEN MANHOLE TOPS
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ARE IN EXCESS OF 3' ABOVE
SECTION A -A
GRADE. OUTSIDE STEPS MUST
BE PROVIDED. SEE STANDARD
S-28 FOR STEP DETAIL. IN NON
a'
TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
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INSTALLED A MIN. OF 1' ABOVE
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FINISHED GROUND SURFACE.
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SEE SEWER DESIGN
SECTION
MIN. 9" COMPACTED #67 STONE
BASE TO BE INSTALLED UNDER
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NEW MANHOLE.
VENT OPENING ELEVATION PER PLANS (MIN 3'
VENT OPENING ELEVATION PER PLANS (MIN 3'
ABOVE 100-YEAR BASE FLOOD ELEVATION)
ABOVE 100-YEAR BASE FLOOD ELEVATION)
PRECAST FLAT TOP -
OFFSET VENT
OFFSET VENT
PRECAST FLAT TOP -
SEE DETAIL X
SEE DETAIL X
ELEVATIONS PER PLANS
ELEVATIONS PER PLANS
CITY OF RALEIGH STANDARD
CITY OF RALEIGH STANDARD
FLAT TOP MANHOLE COVER
FLAT TOP MANHOLE COVER
W/ WATERTIGHT OR STANDARD FRAME AND
18"
18"
W/ WATERTIGHT OR STANDARD FRAME AND
CAM LOCK AS SHOWN ON DRAWINGS
MIN
MIN
CAM LOCK AS SHOWN ON DRAWINGS
=III III=
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PROPOSED GRADE - -
-
- PROPOSED GRADE
SLOPE FINISHED GRADE
FACTORY CAST -IN -PLACE
FACTORY CAST -IN -PLACE
SLOPE FINISHED GRADE
AWAY FROM MANHOLE ON
GALVANIZED PIPE FLG W/
GALVANIZED PIPE FLG W/
AWAY FROM MANHOLE ON
ALL SIDES
STAINLESS STEEL BOLTS
STAINLESS STEEL BOLTS
ALL SIDES
WALL COLLAR
WALL COLLAR
RISER SEALANT
RISER SEALANT
AS SPECIFIED
CORROSION RESISTANT INTERIOR
AS SPECIFIED
CORROSION RESISTANT INTERIOR ANNULAR GROI
COATING (THROUGH ENTIRE
COATING (THROUGH ENTIRE
MANHOLE) PER TECHNICAL
MANHOLE) PER TECHNICAL ANNULAR BAC
SPECIFICATIONS
SPECIFICATIONS
60" ID PRECAST
60" ID PRECAST
PRECAST FLAT TOP
CONCRETE RISERS
PRECAST FLAT TOP
CONCRETE RISERS
TRANSITION SLAB
TRANSITION SLAB
PRECAST FLOW
PRECAST FLOW
CHANNEL
T-STYLE PRECAST
CHANNEL
T-STYLE PRECAST CASING INSUL,
BASE SECTION
BASE SECTION
(MONOLITHIC SECTION
(MONOLITHIC SECTION
66" OR 60" 0 INVERT
66" 0 INVERT
- NO JOINTS)
- NO JOINTS)
HOLE FORMER
HOLE FORMER
FOR ASTM C923
FOR ASTM C923
BOOT CONNECTION
MIN 12' STONE BASE
BOOT CONNECTION
BENEATH AND AROUND
MIN 12' STONE BASE
MANHOLE BASE
BENEATH AND AROUND
MANHOLE BASE
PRECAST CONCRETE (T-STYLE)
MANHOLE DETAIL (STRAIGHT THRU)
NOTES:
1. CONCRETE 28-DAY F'C=6,000 PSI MINIMUM.
2. REINFORCING = ASTM A615 GRADE 60.
3. WWF = ASTM A185.
4. STRUCTURAL DESIGN IN ACCORDANCE WITH ACI 318 WITH DESIGN LOADS IN ACCORDANCE
WITH ASTM C890.
5. PRODUCT MANUFACTURE IN A PCI AND NPCA CERTIFIED PLANT.
6. LIFTING AND HANDLING DESIGN IN ACCORDANCE WITH OSHA 1926.704.
7. VENT MUST BE FACTORY WELDED AND "HOT DIPPED" GALVANIZED.
8. BASE SECTION REPRESENTS STRAIGHT THRU PIPE IN/OUT. BASE SECTION DIMENSIONS MAY
VARY FOR VARIOUS PIPE ANGLES.
PRECAST CONCRETE (T-STYLE
MANHOLE DETAIL ANGLED)
NOTES:
1. CONCRETE 28-DAY F'C=6,000 PSI MINIMUM.
2. REINFORCING = ASTM A615 GRADE 60.
3. WWF = ASTM A185.
4. STRUCTURAL DESIGN IN ACCORDANCE WITH ACI 318 WITH DESIGN LOADS IN ACCORDANCE
WITH ASTM C890.
5. PRODUCT MANUFACTURE IN A PCI AND NPCA CERTIFIED PLANT.
6. LIFTING AND HANDLING DESIGN IN ACCORDANCE WITH OSHA 1926.704.
7. VENT MUST BE FACTORY WELDED AND "HOT DIPPED" GALVANIZED.
8. BASE SECTION DIMENSIONS MAY VARY FOR VARIOUS PIPE ANGLES.
STANDARD PRECAST SANITARY SEWER MANHOLE
NTS
F MTBM TUNNEL SECTION
IT PORTS
SPACING)
NOTES:
1. GROUT PORTS IN THE MTBM INSTALLED STEEL PIPE SHALL BE PLACED
AS DESCRIBED IN SECTION 33 05 07, MICROTUNNELING.
2. CASING INSULATORS SHALL BE INSTALLED ALONG THE CARRIER PIPE AS
DESCRIBED IN SECTION 31 74 00, INSTALLATION OF CARRIER PIPE.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED:
FLL
CHECKED: CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
D-01
SHEET
30 OF 37

SEE VENT DETAIL
VENT OPENING
VENT OPENING TO BE THREE FOOT ABOVE TO BE SCREENED
HUNDRED YEAR FLOOD ELEVATION
SEAL AROUND �� 4" "HOT DIPPED"
CAM-LOK WATER VENT PIPE GALV. PIPE
TIGHT MANHOLE THROUGH /FACTORY CAST IN PLACE
FRAME AND COVER MANHOLE / GALVANIZED PIPE FLANGE
CENTERED IN TOP i
ABOVE MH TOP
MIN. 12" PRE -CAST • . 12"
TOP SLA `a:�'::?•; :'.�, PROPOSED
COLLAR
WALL . ��/� \��/// GRADE
SLOPE FINISHED MANHOLE TO o:
GRADE AWAY FROM HAVE CAST IN
MANHOLE ALL SIDES. RISER OPPOSITE o
STEPS TO
o. ACCOMODATE 4" °.
a� "HOT DIPPED" p. FLANGE
GALVANIZED
p: PIPE.
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STAINLESS
VENT DETAIL ° a '. STEEL BOLTS
OTHER
ACCEPTABLE
COVERS . o:
7.
NOTES: `9" STONE
1. VENT MUST BE FACTORY
WELDED FABRICATED AND "HOT
DIPPED" GALVANIZED.
2.HYFE- Hundred Year Flood
elevation
EXISTING
GROUND
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WITH VENTED STACK
NTS
3- MATCH EXIST WIDTH
3'
IXAR/ES C1 GRADE
I=1 I — 3. 1 tilgk POINT
02 MAX 02 MAX O�AX
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GRADE TO THIS LINE
NOTE: WHEN WATERTIGHT NOT SPECIFIED, TOP SHALL
SHALL HAVE ONE 1" VENT HOLE.
- 27 1/2"
- 1 /4"
1
24 /16" �
24 1/2"' � 71 /2" El El
28 3/16"
pp 34"
5/V" FRAME SECTION
(2) SS ROLL PINS
(2) CAM LOCKS 1/2" CIA 1 3/4"
3 7/8"'
5/16" 5/8" /16
26"
y
1 5/8" 2 7/8"
1 3/8
WIPER GASKET
3/4 TYPICAL CAM LOCK MANHOLE
5/8" SS
ROD
PROPOSED PAVEMENT SCHEDULE
C1
PROP APPROX 2.0" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.513 PER NCDOT STANDARDS, AT AN AVERAGE RATE
OF 220 LBS PER SID YD
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PROPOSED 6" AGGREGATE BASE COURSE
T
PROPOSED COMPACTED EARTH MATERIAL
NOTES:
1. CONTRACTOR SHALL REPLACE ALL DISTURBED GREENWAY OR
AS DIRECTED BY THE ENGINEER/OWNER.
2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.
3. SLOPE SHOULDERS FOR POSITIVE DRAINAGE.
4. SUPER TRANSITIONS SHALL NOT EXCEED 1 % PER S MAX.
E ASPHALT GREENWAY
TYPICAL SECTION
NTS
FINNED GASKET IN VERTICAL
FACE OF COVER TO MAKE
W TERTIGHT.
1 1 /4"
�COVER
<ING DEVICE
OE
STANDARD - PENTAGON HEAD S.S.
OPTIONAL - S.S. HEX HEAD BOLT
TYPICAL LOCKING DEVICE
BOTTOM OF FRAME
OPEN
POSITION
BOTTOM OF COVER
CLOSED
O POSITION
G
BOTTOM
OF FRAME
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RING MUST BE ANCHORED WATER -TIGHT MANHOLE FRAME
IN ACCORDANCE WITH S-25 WITH CAM LOCK COVER
DWG. NO. I REVISIONS DATE REVISIONS DATE
S-27 RRH 3-30-00
DHL 6-18-08
�B WATER -TIGHT MANHOLE FRAME
WITH CAM LOCK COVER
NTS
EXISTING
GROUND
COVER 120 LBS. MINIMUM
23 1/2" 21 "
BUTYL-NEK OR
APPROVED
SEALANT BETWEEN
FRAME AND COVER
MANHOLE FRAME AND COVER
101
IN
1" VENT HOLE
25 1 /16"
1"
23 11/16"
71 /2" � 22"
i
1 " L�J � 25 15/16"
33 1 /4"
NOTES:
1) ALL MANHOLE FRAMES SHALL BE
DOMESTICALLY CAST.
2) FRAME SHALL BE A MINIMUM WEIGHT OF 182
LBS. WITHIN PUBLIC ROW AND 160 LBS.
WITHIN EASEMENTS.
3) COVER SHALL WEIGH A MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED
SURFACES SHALL BE BOLTED TO THE CONE
SECTION OR RING WITH A MINIMUM OF 4
BOLTS PER FRAME.
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
c STANDARD MANHOLE COVER
- NTS
UNDISTURBED
TRENCH WALL
NOT TO EXCEED 40 FEET
SECTION
RIES)
CONCRETE
COLLAR
TRENCH
WIDTH
6" 6"
ANTI —SEEP COLLAR DETAIL
PLAN
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SPECIAL CONDITIONS FOR WETLAND AREAS
Date: 202o0 :27:36-04'00'
>-
1. THE CONSTRUCTION CORRIDOR IS LIMITED TO
40' IN WIDTH AND MUST BE MINIMIZED TO THE
m
MAXIMUM EXTENT POSSIBLE
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2. PRECONSTRUCTION CONTOURS TO BE RESTORED
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3. STABILIZATION IS REQUIRED IMMEDIATELY ON
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COMPLETION OF EACH INDIVIDUAL CROSSING.
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4. RESTORATION TO INCLUDE SEEDING WITH ANNUAL
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SPECIES FOR WET LOCATIONS (PERENNIALS
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SUCH AS FESCUE PROHIBITED)_
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5. THE TOP 6" TO 12" OF THE TRENCH SHOULD
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THE TRENCH
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6. EXCESS MATERIAL SHALL BE REMOVED TO
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1. CONCRETE COLLARS TO BE PROVIDED EVERY 150 FTf
m
IN WETLAND AREAS AS SHOWN ON DRAWINGS.
2. MANUALLY OVER EXCAVATE KEY INTO UNDISTURBED
EARTH OR ROCK TO MINIMUM DEPTH OF 6" ON SIDES
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AND 12" ON BOTTOM. FORM CONCRETE SEAL TO
PREVENT WATER FLOW AROUND COLLAR.
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3. FACES OF COLLAR TO BE MANUALLY FORMED
W/WOOD AND LEFT IN PLACE.
4. PROVIDE #4 BARS @ 12" OC EACH WAY.
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DESIGNED: WPS
DETAILED: FLL
CHECKED: CES
APPROVED: DLC
DATE: APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
D-02
FINAL DESIGN - NOT FOR CONSTRUCTION
SHEET
337

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APPROVED DEWATERING DEVICE (SILT
BAG) PROVIDE POSITIVE DRAINAGE FROM
SILT BAG TO STREAM
— PUMP SHOULD DISCHARGE
ONTO STABLE VELOCITY
DISSIPATER MADE OF RIPRAP
DISCHARGE HOSES STREAM
DIVERSION PUMPS
INTAKE
HOSE
FLOW FLOW
INTAKE
Zj
HOSE
SEDIMENT DIKE SUMP HOLE OR POOL
(12" TO 18"
DEEP, 2' DIA)
CLEAN
WATER DIKE
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM
ENDS OF THE WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND THE
WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY
DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING
MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE
MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE
CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE WITHOUT CAUSING
FURTHER EROSION BETWEEN THE SILT BAG AND STREAM. CONTRACTOR
SHALL KEEP AN EXTRA SILT BAG ON SITE AT ALL TIMES DURING
CONSTRUCTION.
3. CONTRACTOR SHALL MINIMIZE CREEK BANK DISTURBANCE, CLEARING AND
GRUBBING WITHIN CREEK BANKS SHALL BE LIMITED TO THAT REQUIRED BY
CONTRACTOR FOR INSTALLATION OF THE PIPELINE. ALL DISTURBED AREAS
BETWEEN CREEK BANKS SHALL BE STABILIZED WITH RIP -RAP.
A TEMPORARY PUMP AROUND
- NTS
WOODEN STAKE WITH WATTLE
FILTER FABRIC ANCHORED TO THE TOP 12" MIN DIAMETER WATTLE
ORI
PROFILE VIEW
NOTES:
1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.
2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP
INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.
4. FOR USE OF WATTLE IN A DITCH, GRADE OF DITCH MUST BE <2.5%.
EXIST / PROF
THROAT C/
BASIN CO`
EXI STI N(
ROADWA
EXIST / P
CURF
PLAN W / INLET
INLET PROTECTION - COR BOX
EN WIRE FABRIC
RNING SIGN
)RANGE, UV RESISTANT
IIGH -TENSILE STRENGTH
'OLY BARRICADE FABRIC (TYPICAL)
d
NOTE: FOR TREE PROTECTION ONLY
WOODEN STAKE
FILTER FABRIC
OR DITCH LINER
8" FABRIC STAPLE
18"
NOTES
MIN. 10 GA.
LINE WIRES
8' MAX.
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FRONT VIEW
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
( SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER FOR THE REMAINDER
5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE
AND SPACED AS SHOWN.
PLASTIC OR
/ WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
IIIII=II'
40"
TREE PROTECTION AREA
c
M DO NOT ENTER
c
c
ZONA DE PROTECCION
v
PARA ARBOLES - NO ENTIRE
v�
PROVIDE WARNING
LANGUAGE IN BOTH
ENGLISH AND SPANISH,
AS SHOWN
WARNING SIGN DETAIL
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
STANDARD TEMPORARY SILT/TREE PROTECTION FENCE
NTS
12" MIN DIAMETER WATTLE
FASTENED TO WOODEN STAKE
BY NAIL OR STAPLE
DITCHLINE
FLOW
6" COVER
18"
SECURE PER
TEMP. INLET MANUFACTURER'S
PROTECTION RECOMMENDATION
THROAT CATCH BASIN
CROSS SECTION
WATTLE/INLET PROTECTION DETAIL
NTS
TOP OF SILT
MUST BE AT
ABOVE THE l
THE WASHE[
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL
WOVEN WIRE FA
HARDWARE CLO
FILTER OF #57�
WASHED STONE
u FILTER FABRIC, v�
AND HARDWARE
STEEL POST SE CLOTH IN TRENCH.
MAX 2' APART M N
2' INTO SOLID GROUND
16"MIN
SECTION VIEW
3FILTER FABRIC APRON
ON GROUND
8"--► I
\BURY 6" UPPER EDGE OF
BURY WIRE FENCE A116 4 FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
u
STANDARD SILT FENCE OUTLET
NTS
SILT BAG STREAM BANK
EXISTING TERRAIN
SILT BAG SLEEVE
FLOW
PUMP DISCHARGE
15.0' TO 20.0'
TIE
DOWN STRAP
FILTRATION GEOTEXTILE
8" OF SEDIMENT CONTROL STONE
NOTES:
1. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE.
2. PROVIDE STABILIZED OUTLET TO STREAM BANK.
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS
DIRECTED. A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED
TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
x
m
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4. THE SIZE AND NUMBER OF SILT BAGS SHOULD BE BASED ON THE
L
DEWATERING PUMP AND MANUFACTURER RECOMMENDATIONS.
O
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5. TIGHTLY SECURE THE PUMP DISCHARGE TO THE SILT BAG SLEEVE WITH A
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STRAP OR SIMILAR DEVICE TO PREVENT WATER/SEDIMENT FROM LEAKING
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WITHOUT TREATMENT.
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6. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE SILT
0
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BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE
0
BAG FILLS WITHIN SEDIMENT, REDUCE THE PUMP RATE.
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5
7. REPLACE THE SILT BAG WHEN ONE HALF (1/2) FULL OF SEDIMENT.
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8. SILT BAG DEVICE MUST BE > 50FT FROM THE TOP OF THE STREAM BANK
AND WATER MUST BE DISCHARGED IN A DIFFUSE MANNER.
0
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NOT TO SCALE
E SILT BAG
- NTS
FINAL DESIGN NOT FOR CONSTRUCTION
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DETAILED:
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CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
D-04
SHEET
33 OF 37

NOTES:
1. ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
3. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
PLAN VIEW
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
ti
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1.5' MIN (SEE NOTE 3)
12" OF NCDOT #5
OR #57 WASHED STONE
:ILTER CLOTH �F�P
\ O
MATTING /
STAB I LAZATI O N
PURPOSE: TO REDUCE EROSION IN A CHANNEL BY
REDUCING THE VELOCITY OF FLOW.
DO NOT USE CHECK DAM IN INTERMITTENT OR
PERENNIAL STREAMS.
SECTION VIEW
STANDARD METAL POSTS
(MINIMUM LENGTH 5')
2'-0" IN GROUND
2
16"
/"*:
CONCRETE
BLOCKS
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#57 WASHED STONE
6"-8"
2' BURY IN
SOLID GROUND
1.5'
� 2' MAX AT
CLASS "B" T CENTER
4' TO 6'
CROSS-SECTION VIEW
PROFILE VIEW
A CHECK DAM
- NTS
L = THE DISTANCE SUCH THAT POINTS
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
4'MAX
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
—(19 GUAGE, 1/4" MESH OPENINGS.)
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DRAINAGE AREA = <1 ACRE (MAXIMUM).
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
CATCH BASIN INLET PROTECTION
50' MIN.
AND SUFFICIENT TO KEEP
SEDIMENT ON SITE
NOTES:
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1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
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2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELING
of
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VEHICLE MUST BE WASHED BEFORE ENTERING THE
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PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
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EXTENDED.
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000 0 0 00000060$oo o0 oo o00
0�0
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PLAN
SILT FENCE (SEE NOTE 1)
NEW CONSTRUCTION
EXISTING ROADWAY 35' MIN. 15' MIN.
O v0000 OOOO o� 0
0000 00 0000 0000 12" MIN.
T 6" MIN. >°°s 000 0 00 00 000 0000p0Ooogoo 00p00 00 0 000 00000 �Q08 II11= III
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CROSS SECTION
MAINTENANCE:
ADD ADDITIONAL STONE AND "FLUFF" TOP
DRESSING WITH 2" STONE.
SEE N.C. DEQ EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
B CONSTRUCTION ENTRANCE
- NTS
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC _
H _
CAPACITY OF PIPE CULVERTS !_
TOGETHER = BANKFULL FLOW
NCDOT #5 OR
#57 WASHED STC
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\
\ P\ll
l000pFLOW IPE
0�°000°o°a o
#57 WASHED STONE. 1' THICKX3HIGH MIN.
S�C�MFNT gTORAGEA E
MAINTENANCE:
I I \ \
REMOVE SEDIMENT &RESTORE THE SEDIMENT O
STORAGE AREA TO ITS ORIGINAL DIMENSION
WHEN SEDIMENT HAS ACCUMULATED TO 1/2
DESIGN DEPTH OF THE TRAP.
ANY RIP -RAP DISPLACED FROM
THE STONE HORSESHOE MUST
BE REPLACED IMMEDIATELY.
PLAN VIEW
Hill '� 3'
1, F�O�MINIMU
—IIIII-
T-
NOTES:
IF EXCAVATED STORAGE AREA IS USED AS
TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA
FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.
MAX DIA PIPE IS 36"
RIP RAP HEADWALL (1' MIN HEIGHT
FROM ROAD SHOULDER).
I =1'
=� NATURAL
GROUND
FLOW
FILTER FABRIC
:�7��w_Fya�.>t,9[•]►1�il���ill►■r:INl:�►1���
CROSS SECTION
ROCK PIPE INLET PROTECTION
NTS - % NTS
NCDOT #5 OR
#57 WASHED STONE CLASS "B"
6" DEEP
CLASS "B"
�00
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70.
o 0 0°0 o O O Q o0 00 0, o QO OOo O 0 0 Oo °° O O o° O o o
O0�Q00 o o°� o0000°0°Oa00 ° ooDOOo00°
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° O O o O O o
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° o ° oOO �
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25' 25'
MINIMUM MINIMUM
STREAM CHANNEL
TOP OF BANK TOP OF BANK
PLAN
TEMPORARY STREAM CROSSING
NTS
2' MIN
COMPACTED 2' MIN
III— III— 11 / 6" FREEBOARD MIN. FLOW
MqX
0 _
STEEP CUT OR FILL SLOPE
6' TYPICAL
II —
ORIGINAL GRADE
CROSS SECTION
NOTES:
1. STABILIZE IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO
SITE INSPECTION APPROVAL.
2. STABILIZE DIVERSION DITCH BASED ON DESIGN VELOCITY. IF
DESIGN VELOCITIES (Q2) IN BARE EARTH CONDITIONS EXCEEDS
2 FT/S, A TEMPORARY LINER IS REQUIRED.
3. MAXIMUM 5 ACRE DRAINAGE AREA TO TEMPORARY DIVERSION.
F DIVERSION DITCH
NTS
FINAL DESIGN NOT FOR CONSTRUCTION
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Date:20 4 -04'00'
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DESIGNED: WPS
DETAILED:
FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
D-05
SHEET
34 OF 37

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12"
NOTES:
2'-5
1.
ALL DISTURBED DITCHES AND CREEKS SHALL BE
£�
RE-ESTABLISHED PER THIS DETAIL.
2.
THE ORIGINAL GRADE OF EACH DITCH OR CREEK SHALL BE
i
>.....
MAINTAINED.
: ::`:
6„
3.
WHEN DISTURBING EXHISTING RIP -RAP, MATCH EXISTING
y W W W y W W W W y W W W W y-
SLOPE. PROVIDE NEW FILTER FABRIC AND ADDITIONAL
3 W
RIP-RAP (SAME CLASS AS EXISTING) IF NECESSARY TO
PROVIDE DEPTH SHOWN.
3"
77
° .7�
RIPRAP CLASS AS
SHOWN ON PLANS,
-
-
SEE TABLE 1 FOR
FILTER FABRIC TO
RIPRAP THICKNESS
BE KEYED INTO
TOP OF SLOPE
#8 GAUGE 'It
1 1/2"
24"
MIN
STAPLE (TYP)
SMOOTH FOUNDATION
SEQUENCE:
UNDER FILTER FABRIC
1 PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME,
_ z
a L61
FERTILIZER, AND SEED.
TABLE-1
NCDOT CLASS RIPRAP RIPRAP THICKNESS (INCHES)
N �
V
��\\� \�
i� �j
2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6 DEEP x 6 WIDE TRENCH
WITH APPROXIMATELY 12 OF BLANKET EXTENDED BEYOND THE UP PORTION OF THE TRENCH.
-SLOPE
B
�'
��
ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 APART IN THE BOTTOM
24\�\�
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED
II 36
SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE
BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART
BANK STABILIZATION
ACROSS THE WIDTH OT THE BLANKET.
STABILIZE OUTLET
PER SCOUR HOLE
DETAIL D THIS SHEET
NO SCALE
DIVERSION DIKE 4' MIN ISLAND OVER INLET
3:1
1 5' M I N
HOLD-DOWN STAKES
5
PLASTIC
CORRUGATED N
PIPE 1 I I I
4' MIN
VEL SECTION
.. I .
IE
rJ I P
TOP OF
DIVERSION
NATURAL GROUND
_ �V MIN
—���
DIVERSION CHANNEL —\
LE
INLETI
4' MIN
OUTLET
LA
W
DEPTH
LINING
SIZE
(FT.)
(FT.)
(IN.)
CLASSIFICATION
12"
8.0
6.0
22
CLASS B
15"
14.0
24.0
22
CLASS B
TEMPORARY SLOPE DRAIN
p - % NO SCALE
Q
w
0
000
O J
TOP OF
HAND -COMPACTED
FILL (ISLAND)
0.5' MIN
3:1
3 ROLL THE BLANKETS DOWN THE SLOPE WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE
LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4 THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING
ON THE BLANKET TYPE.
5 CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"
(APART ACROSS ENTIRE BLANKET WIDTH).
NOTES:
1. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS AND SLOPES.
2. MATTING FOR EROSION CONTROL SHALL BE JUTE MATTING OR EXCELSIOR MATTING DEGRADABLE,
DOUBLE NET BLANKET.
3. CONTRACTOR SHALL INSTALL EROSION CONTROL MATTING WHERE INDICATED ON
PIPING PROFILES.
FLARED E
A
DETAIL FOR STABILIZING SLOPES
WITH EROSION CONTROL MATTING
NO SCALE
R
PLAN VIEW
11� —
q FLOW_
3
1 F
4.0'
3
L
F MATTING
� v NTH NATIVE
GRASSES AT TIME OF
INSTALLATION
TO VEGETATED
FILTER STRIP
1
24" 1.0' 1' TUCK EACH SIDE
CLASS B RIPRAP
6" CABC
FILTER FABRIC
SECTION A —A
D SCOUR HOLE
NO SCALE
A
B
C
D
E
F
TYPE-1
12"
8.0'
4.25'
6.0'
1.75'
7.5"
TYPE-2
15"
*14.0'
*7.0'
*24.0'
*11.0'
12"
TYPE-3
N/A
*14.0'
*7.0'
*24.0'
*11.0'
12"
* APPROXIMATE DIMENSIONS DUE TO IRREGULAR SHAPE.
FINAL DESIGN - NOT FOR CONSTRUCTION
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DESIGNED: WPS
DETAILED:
FLL
CHECKED:
CES
APPROVED: DLC
DATE:
APRIL 2020
0 1/2
1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
197950
D-06
SHEET
35 OF 37

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
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CONCRETE NOTING DEVICE (18"X24" MIN.) NOTES:
WASHOUT
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2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
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1. ACTUAL LOCATION DETERMINED IN FIELD
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&CONCRETE WASHOUT STRUCTURE NEEDS
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ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
FINAL DESIGN - NOT FOR CONSTRUCTION
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during
normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection.
In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside
of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the
Inspection Record.
Frequency
Inspect (during normal
Inspection records must include:
business hours)
(1) Rain gauge Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) I &SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event a 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part ill, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
(a) Each E&SC Measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC Plan..
(b) A phase of grading has been completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan:
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
to E&SC Measures.
2. Additional Documentation
Documentation Requirements
Initial and date each E&SC Measure on a copy
of the approved E&SC Plan or complete, date
and sign an inspection report that lists each
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate compliance with approved
ground cover specifications.
Complete, date and sign an inspection report.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
F91TIOTIff
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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DATE:
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PROJECT NO.
197950
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D-08
SHEET
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