20140885 Ver 2_Design Drawings_20180510

North Ridge Drainage System Improvements and Stream Stabilization Project Phase IV and V
Pre -Construction Notification and Supporting Documentation
Appendix D: Design Drawings
BrownANoCaldwell
D-1
Use of contents on this sheet is subject to the limitations specified at the end of this document.
P:\RALEIGH\150371_North Ridge SW Phase IV and V\-100 Permits_Regulatory\-02 Federal\Wagram PCN Support Document.docx

INDEX OF DRAWINGS
000-G-000 COVER SHEET
000-G-001 GENERAL NOTES TI 1E C11 Y OF RALEIGI I
000-G-002 ABBREVIATIONS / GENERAL SYMBOLS / PIPING DESIGNATIONS
000-G-003 EROSION AND SEDIMENTATION CONTROL NARRATIVE
000-G-004 EROSION AND SEDIMENTATION CONTROL NOTES
000-C-001 AUDUBON DRIVE - RAINWOOD LANE - KNIGHTS WAY PROJECT LAYOUT PLAN ENGINEERING SERVICES DEPARTMENT
000-C-002 WAGRAM COURT PROJECT LAYOUT PLAN
010-C-001
AUDUBON DRIVE EXISTING CONDITIONS
030-C-002
KNIGHTS WAY CLEARING AND DEMOLITION PLAN
030-C-003
010-C-002
AUDUBON DRIVE CLEARING AND DEMOLITION PLAN
KNIGHTS WAY EROSION AND SEDIMENTATION CONTROL PLAN
030-C-005
KNIGHTS WAY NPDES STABILIZATION PLAN
010-C-003
AUDUBON DRIVE TRAFFIC CONTROL PLAN
030-C-102
KNIGHTS WAY PLANTING PLAN
RA
010-C-004
AUDUBON DRIVE EROSION AND SEDIMENTATION CONTROL PLAN
KNIGHTS WAY SANITARY SEWER PLAN AND PROFILE
of
t
030-S-002
KNIGHTS WAY HEADWALL AND ENDWALL PLANS, SECTIONS, AND DETAILS
040-C-012
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 3
'
010-C-005
AUDUBON DRIVE NPDES STABILIZATION PLAN
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 5
040-C-015
WAGRAM COURT NPDES STABILIZATION PLAN 1
010-C-101
AUDUBON DRIVE STORM DRAIN PLAN AND PROFILE
`
V
WAGRAM COURT NPDES STABILIZATION PLAN 3
y
010-C-102
AUDUBON DRIVE PLANTING PLAN
WAGRAM COURT NPDES STABILIZATION PLAN 5
040-C-101
WAGRAM COURT STORM DRAIN PLAN AND PROFILE 1
010-C-201
AUDUBON DRIVE SANITARY SEWER BY-PASS PLAN
040-C-103
WAGRAM COURT STORM DRAIN PLAN AND PROFILE 3
040-C-104
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 10+00 TO SAT 15+00
040-C-105
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 15+00 TO SAT 20+00
010-C-202
AUDUBON DRIVE SANITARY SEWER PLAN AND PROFILE
040-C-107
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 25+00 TO SAT 28+00
040-C-108
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 40+00 TO SAT 41+12
040-C-109
WAGRAM COURT PROPOSED STREAM ALIGNMENT TYPICAL CROSS SECTIONS
ZQ020-C-001 RAINWOOD LANE EXISTING CONDITIONS OPPW
020-C-002 RAINWOOD LANE CLEARING AND DEMOLITION PLAN
LI �HEH
020-C-003 RAINWOOD LANE TRAFFIC CONTROL PLAN
020-C-004 RAINWOOD LANE EROSION AND SEDIMENTATION CONTROL PLAN
020-C-005 RAINWOOD LANE NPDES STABILIZATION PLAN
020-C-101 RAINWOOD LANE STORM DRAIN PLAN AND PROFILE
020-C-102 RAINWOOD LANE PLANTING PLAN
020-C-201 RAINWOOD LANE SANITARY SEWER BY-PASS PLAN
020-C-202 RAINWOOD LANE SANITARY SEWER PLAN AND PROFILE 1
020-C-203 RAINWOOD LANE SANITARY SEWER PLAN AND PROFILE 2 STORMWATER
MANAGEMENT DIVISION
030-C-001
KNIGHTS WAY EXISTING CONDITIONS
030-C-002
KNIGHTS WAY CLEARING AND DEMOLITION PLAN
030-C-003
KNIGHTS WAY TRAFFIC CONTROL PLAN
030-C-004
KNIGHTS WAY EROSION AND SEDIMENTATION CONTROL PLAN
030-C-005
KNIGHTS WAY NPDES STABILIZATION PLAN
030-C-101
KNIGHTS WAY STORM DRAIN PLAN AND PROFILE
030-C-102
KNIGHTS WAY PLANTING PLAN
030-C-201
KNIGHTS WAY SANITARY SEWER BY-PASS PLAN
030-C-202
KNIGHTS WAY SANITARY SEWER PLAN AND PROFILE
030-S-001
KNIGHTS WAY STRUCTURAL NOTES AND DETAILS
030-S-002
KNIGHTS WAY HEADWALL AND ENDWALL PLANS, SECTIONS, AND DETAILS
040-C-001
WAGRAM COURT EXISTING CONDITIONS 1
040-C-002
WAGRAM COURT EXISTING CONDITIONS 2
040-C-003
WAGRAM COURT EXISTING CONDITIONS 3
040-C-004
WAGRAM COURT EXISTING CONDITIONS 4
040-C-005
WAGRAM COURT CLEARING AND DEMOLITION PLAN 1
040-C-006
WAGRAM COURT CLEARING AND DEMOLITION PLAN 2
040-C-007
WAGRAM COURT CLEARING AND DEMOLITION PLAN 3
040-C-008
WAGRAM COURT CLEARING AND DEMOLITION PLAN 4
040-C-009
WAGRAM COURT TRAFFIC CONTROL PLAN
040-C-010
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 1
040-C-011
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 2
040-C-012
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 3
040-C-013
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 4
040-C-014
WAGRAM COURT EROSION AND SEDIMENTATION CONTROL PLAN 5
040-C-015
WAGRAM COURT NPDES STABILIZATION PLAN 1
040-C-016
WAGRAM COURT NPDES STABILIZATION PLAN 2
040-C-017
WAGRAM COURT NPDES STABILIZATION PLAN 3
040-C-018
WAGRAM COURT NPDES STABILIZATION PLAN 4
040-C-019
WAGRAM COURT NPDES STABILIZATION PLAN 5
040-C-101
WAGRAM COURT STORM DRAIN PLAN AND PROFILE 1
040-C-102
WAGRAM COURT STORM DRAIN PLAN AND PROFILE 2
040-C-103
WAGRAM COURT STORM DRAIN PLAN AND PROFILE 3
040-C-104
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 10+00 TO SAT 15+00
040-C-105
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 15+00 TO SAT 20+00
040-C-106
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 20+00 TO SAT 25+00
040-C-107
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 25+00 TO SAT 28+00
040-C-108
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLAN AND PROFILE STA 40+00 TO SAT 41+12
040-C-109
WAGRAM COURT PROPOSED STREAM ALIGNMENT TYPICAL CROSS SECTIONS
040-C-110
WAGRAM COURT PROPOSED STREAM ALIGNMENT CROSS SECTIONS
040-C-111
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLANTING PLAN 1
040-C-112
WAGRAM COURT PROPOSED STREAM ALIGNMENT PLANTING PLAN 2
500-C-001
CIVIL DETAIL SHEET 1
500-C-002
CIVIL DETAIL SHEET 2
500-C-003
CIVIL DETAIL SHEET 3
500-C-004
CIVIL DETAIL SHEET 4
500-C-005
CIVIL DETAIL SHEET 5
500-C-006
CIVIL DETAIL SHEET 6
500-C-007
CIVIL DETAIL SHEET 7
500-C-008
CIVIL DETAIL SHEET 8
500-C-009
CIVIL DETAIL SHEET 9
500-C-010
CIVIL DETAIL SHEET 10
500-C-011
CIVIL DETAIL SHEET 11
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
SM 2017-0004 & SM 2017-0005
APRIL 2018
907 SUBMITTAL
OWNER:
CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
STORMWATER MANAGEMENT DIVISION
127 WEST HARGETT ST. 8TH FLOOR
RALEIGH, NC 27602
TEL: [phone]
EMAIL: CARRIE.MITCH [e-mail]
CONTACT: CARRIE MITCHELL, P.E. PROJECT MANAGER
PUBLIC IMPROVEMENTS QUANTITIES*
NUMBER OF LOT(S)
0
LOT NUMBER(S) BY PHASE
0
NUMBER OF UNITS
0
LIVABLE BUILDINGS
0
OPEN SPACE
N/A
NUMBER OF OPEN SPACE LOTS
0
PUBLIC WATER (LF)
210
PUBLIC SEWER (LF)
1600
PUBLIC STREET (LF)
1437
PUBLIC SIDEWALK (LF)
570
STREET SIGNS (LF)
0
WATER SERVICE STUBS
12
SEWER SERVICE STUBS
44
*FOR CITY OF RALEIGH USE ONLY. THIS INFORMATION
IS NOT TO BE USED FOR ESTIMATING, SUPPLY,
CONSTRUCTION, OR OTHER APPLICATION BY THE
CONTRACTOR.
ATTENTION CONTRACTORS
ENGINEER:
BROWN AND CALDWELL
5430 WADE PARK BLVD., SUITE 200
RALEIGH, NC 27607
TEL: [phone]
EMAIL: [e-mail]
CONTACT: RYAN SPROWL
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 CONSTRUCTIONS, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION
FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION OF CITY
OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE
EXCLUSION FROM WORK IN THE CITY OF RALEIGH.
V1 VVV11AND •
5430 Wade Park Boulevard
Suite 200
Raleigh, North Carolina 27607
[phone]
NC License No. F-0785
BC PROJECT NO. - 150371
h ,
DEVELOPMENT
Project Data Sheet SERVICES
DEPARTMENT
Development Services Customer Service Center I 1 Exchange Plaza, Suite 400 1 Raleigh, NC 27601 1919-996-2495
Litchford Satellite Office 1 8320 - 130 Litchford Road I Raleigh, NC 276011919-996-4200
GENERAL INFORMATION
Development Name: N/A
Proposed Use: Drainage Infrastructure Improvements and Stream Stabilization
Property Address(es): Various - North Ridge Subdivision from north end of Rainwood Ln/Falls of Neuse to Audubon Dr/Sadler Ct
Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply:
PIN #Various - See Plans
PIN #
PIN #
PIN #
What is the project type? ❑Apartment ❑Bank ❑Elderly Facility ❑Hospital ❑Hotel/Motel ❑Industrial Building
❑Mixed Residential ❑Non -Residential Condo ❑Office ❑Religious Institution ❑Residential Condo ❑Retail
❑School ❑Shopping Center ❑Single Family Residential ❑Telecommunication Tower ❑Townhouse 40ther
Scope of work: Phase IV and V of North Ridge drainage infrastructure improvements and stream
stabilization in the North Ridge subdivision.
FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY
1. Total number of townhouse lots: 0 Number attached: 0 Number detached: 0
2. Total number of apartment or condominium units: 0
3. Total number of Congregate Care or Life Care Dwelling units: 0
4. Overall total number of dwelling units (from 1-3 above): o
5. Number of bedroom units: 1 BR 0 2BR 0 3BR 0 4BR or more 0
6. Overall unit(s) per acre densities per zoning district(s): o
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
Zoning Information
Building Information
Zoning District(s): R-4
Proposed use of building(s): N/A
If more than one district, provide acreage of each:
Proposed Sq. Ft. of building(s) gross:
N/A
Overlay District(s): N/A
Existing Sq. Ft. of building(s) gross: N/A
Total site acreage: 5.05
Total Sq. Ft. gross (existing and proposed): N/A
Off street parking: Required N/A Provided N/A
Proposed height of building(s): N/A
COA (Certificate of Appropriateness) case # N/A
FAR (floor area ratio) %: N/A
BOA (Board of Adjustment) case # A - N/A
Building lot coverage %: N/A
CUD (Conditional Use District) case # Z - N/A
Inside City Limits? ■❑ Yes ❑ No
STORMWATER INFORMATION
Existing impervious surface: 0.74/32,288 acres/square feet
Proposed impervious surface: 0.74/32,288 acres/square feet
Neuse River buffer: *Yes ❑No Wetlands: ❑Yes ❑■ No
Flood Hazard Area: ❑■ Yes ❑No If yes, Alluvial Soils: Flood Study: 715 FEMA Map Panel #:
Total disturbed area: 5.05/219,923 acres/square feet
PAGE 1 OF 1
1P
RAINWOOD LN
PROJECT AREA
WAGRAM CT
PROJECT AREA
CKLAND
o .1111 M ILL RD
KNIGHTS WY
PROJECT AREA
f f
AUDUBON DR
PROJECT AREA
HUNIINGRIDGL RD
PROJECT MAP
NOT TO SCALE
1-540 I
WWW.RALEIGHNC.GOV
REVISION 03.22.16
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION
OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE
MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT
SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
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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
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY

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A I B I C I D I E I F I G I H I I I J I K I L I M I N 1 O
IN
GENERAL NOTES
EXISTING SANITARY SEWER AND WATER LINES
FLOODPLAIN
1. PROJECT SPECIFICATIONS SUPERSEDE THESE GENERAL NOTES IF IN CONFLICT, SEE SPECIFICATIONS FOR
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES AS SHOWN ON THE
1. THE PROJECT IS NOT LOCATED IN THE 100 -YEAR FLOODPLAIN.
ADDITIONAL REQUIREMENTS. SPECIFIC NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL
PLANS AND IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS. ALL MATERIALS & CONSTRUCTION METHODS SHALL
NOTES AND TYPICAL DETAILS.
BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD
2. THE PROJECT IS LOCATED OUTSIDE OF THE 100 -YEAR FEMA REGULATED FLOODPLAIN IN ZONE X ON MAP #3720171700J,
EFFECTIVE DATE MAY 2, 2006.
HANDBOOK, CURRENT EDITION). THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND
2. CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH WORK UNDER THIS PROJECT AND FOR
COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL HEALTH AND SAFETY ORDINANCES, CODES, REGULATIONS
WATER LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, THE CONTRACTOR SHALL
AND LAWS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CURRENT REQUIREMENTS MANDATED BY THE
CONTACT THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT IMMEDIATELY AT [phone]. THE CONTRACTOR
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
SHALL REPLACE ALL DAMAGED SANITARY SEWER AND/OR WATER LINE WITH DUCTILE IRON PIPE, AS DIRECTED BY
CORPUD. FOR INFORMATION REGARDING UTILITY REPAIRS.
3. THE PROJECT SURVEY FOR AUDUBON DRIVE, RAINWOOD LANE, AND KNIGHTS WAY WAS PERFORMED IN JUNE 2009
BY CH ENGINEERING (SCOT A. FRAME PLS -4731). THE PROJECT SURVEY FOR WAGRAM COURT WAS PERFORMED IN
NOVEMBER 2013 BY CH ENGINEERING (STEPHEN A. MOORE, JR PLS -3430). TELEPHONE: [phone]. THE PROJECT
1. SIZE AND VERTICAL AND HORIZONTAL LOCATIONS OF EXISTING SANITARY SEWER AND WATER LINES TO BE FIELD
COORDINATES ARE NAD 83 AND THE VERTICAL DATUM IS NAVD 88.
VERIFIED.
2. THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO FINISHED
4. THERE IS NO GUARANTEE THAT UNDERGROUND UTILITIES ARE DEPICTED ACCURATELY AND UTILITIES IN ADDITION
GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED IN
TO THOSE SHOWN WILL NOT BE ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION
ACCORDANCE WITH CITY OF RALEIGH STANDARDS.
OF BURIED UTILITIES BEFORE CONDUCTING ANY EXCAVATION WORK. CONTRACTOR MUST NOTIFY NC -ONE -CALL
3. SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED AT ANY TIME. CONTRACTOR TO PROVIDE BYPASS SYSTEM
(1-800-632-4949 OR 811) AT LEAST 72 HOURS PRIOR TO THE START OF EXCAVATION OR TRENCHING TO HAVE ALL
UNDERGROUND UTILITIES LOCATED. FOR LOCATION OF UTILITIES NOT MEMBERS OF 811, CONTACT UTILITY OWNER.
AS NECESSARY FOR CONTINUOUS SERVICE. CONTRACTOR SHALL PROVIDE SANITARY SEWER BYPASS PUMPING IN
ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS.
5. REQUIRED UTILITY RELOCATIONS ARE NOT NECESSARILY IDENTIFIED. ANY RELOCATIONS OF EXISTING UTILITIES
4. CONTRACTOR TO MAINTAIN WATER AND SEWER SERVICE TO ALL PROPERTIES THROUGHOUT PROJECT AND
TO BE APPROVED IN ADVANCE BY THE CITY OF RALEIGH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATE RECONNECTIONS WITH THE PROPERTY OWNERS.
RELOCATING EXISTING UTILITIES THAT INTERFERE WITH THE INSTALLATION OF NEW UTILITIES, AND TO OTHERWISE
5. NO POTABLE WATER SHALL BE DISCHARGED TO THE ENVIRONMENT OR THE STORM SEWER SYSTEM UNTIL
DEFINE A ROUTING FOR ALL NEW UTILITIES OVER, UNDER, OR AROUND THE REMAINING EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE RELOCATION OF EXISTING UTILITIES.
COMPLETE DECHLORINATION HAS BEEN ACHIEVED.
6. WHEN INSTALLING WATER WOR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF
6. CONTINUITY OF SERVICE FOR ALL UTILITIES SHALL BE MAINTAINED DURING CONSTRUCTION.
THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER
MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE
7. EXISTING PIPING IS DESIGNATED BY SERVICE WITHOUT IMPLICATION AS TO PIPING MATERIAL. EXISTING PIPING
SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE
MATERIAL, IF KNOWN, IS INDICATED AND MAY NOT BE THE SAME MATERIAL AS SPECIFIED FOR NEW PIPING FOR THE
DIAMETER TO OUTSIDE DIAMETER.
SAME SERVICE.
7. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A
WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE
8. CONSTRUCTION SURVEYING REQUIRED FOR AS -BUILT DRAWINGS SHALL BE THE RESPONSIBILITY OF THE
SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS.
CONTRACTOR.
8. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER FACILITIES,
9. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY RESIDENTS A
UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
MINIMUM OF 48 HOURS IN ADVANCE WHEN DRIVEWAY ACCESS WILL BE RESTRICTED.
9. MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN.
VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE
10. ALL PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH'S STANDARDS AND/OR NCDOT
SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE
STANDARDS AND SPECIFICATIONS AND CONFORM TO THE CONTRACT SPECIFICATIONS.
(PER CORPUD DETAILS W-41 & S-49).
10. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL
11. CONTRACTOR SHALL RECONSTRUCT ALL LAND DISTURBED BY CONSTRUCTION ACTIVITIES TO IT'S ORIGINAL GRADE
SEPARATION REQUIRED.
AND LOCATION UNLESS NOTED OTHERWISE.
11. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN WOR PROFILE BY
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
PROPOSED CURB ELEVATIONS
12. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED
ON ALL REUSE MAINS.
THE CONTRACTOR SHALL SET AND ADJUST RECOMMENDED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER
LONGITUDINAL GRADE FOR DRAINAGE AND IN ACCORDANCE WITH CITY STANDARDS.
�+
SUBSURFACE PLAN)
DRIVEWAYS AND SIDEWALKS
ANY INFORMATION OBTAINED BY THE CITY AS A RESULT OF ITS OWN SUBSURFACE INVESTIGATIONS WILL BE MADE
AVAILABLE UPON REQUEST. THEIR INFORMATION (WHEN AVAILABLE) IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. MATCH
AND SHALL NOT RELIEVE THE CONTRACTOR OF MAKING THEIR OWN INVESTIGATIONS.
REPLACEMENT MATERIALS AND SPECIAL FINISHES TO THE EXISTING SURFACE ACCORDINGLY:
1. CONCRETE - 6 -INCH PORTLAND CEMENT CONCRETE (3,000 PSI & MAX 4 -INCH SLUMP).
MAIL BOXES
2. ASPHALT - ASPHALT PAVEMENT PATCH SHALL BE CONSTRUCTED PER THE CITY OF RALEIGH STANDARD T-10.05.
3. SIDEWALK SHALL BE 6 -INCHES THICK AT DRIVEWAY CROSSINGS, PER CITY OF RALEIGH STANDARD T-10.01.1 AND
T-10.01.2.
THE CONTRACTOR SHALL REMOVE, PRESERVE, AND RESET ALL MAIL BOXES IN CONFORMANCE WITH THE REQUIREMENTS
OF SECTION 107-12 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK
WITH THE U.S. POSTAL SERVICE.
DRAINAGE STRUCTURES
SAWCUTS
GRADES, ELEVATIONS, AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE CITY INSPECTOR, THEY MAY
BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. FOR STATIONS, OFFSETS AND ELEVATIONS REFER TO
THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, THE MIDPOINT OF THE LIP FOR CATCH BASINS, AND
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE SURFACES PRIOR TO REMOVAL, UNLESS
OUTSIDE EDGE FOR ALL OTHER STRUCTURES.
OTHERWISE DIRECTED BY THE ENGINEER. A ONE FOOT MIMINUM WIDTH FOR ALL SAWCUTS.
FENCES AND WALLS
TRAFFIC CONTROL
THE CONTRACTOR SHALL REMOVE AND RESET ALL FENCES AND WALLS, AS NOTED ON THE PLANS AND/OR AS DIRECTED BY
1. REFER TO 010-C-003, 020-C-003, 030-C-003, AND 040-C-009 FOR PROPOSED TRAFFIC CONTROL PLANS.
THE ENGINEER. FENCES CANNOT BE REPLACED INSIDE SEWER EASEMENTS WITHOUT CORPUD APPROVAL. EACH FENCE
2. NO WORK ON OR BLOCKAGE OF EXISTING THROUGH TRAFFIC LANES AND/OR SPECIAL TURN LANES SHALL OCCUR
LOCATION INSIDE A SEWER EASEMENT MUST BE REVIEWED AND APPROVED BY CORPUD. CONTACT JESSICA NEWMAN,
DURING THE PEAK TRAFFIC HOURS OF 7AM-9AM AND 4PM-6PM, MONDAY THRU FRIDAY.
PUBLIC UTILITIES CODE ENFORCEMENT (919-996-2332 [e-mail])
3. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSTRUCTION, THE CONTRACTOR
SHALL SUBMIT A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN ALONG WITH A RIGHT-OF-WAY SERVICES APPLICATION TO
TREES, SHRUBS, AND HEDGES
REQUEST THE OBSTRUCTION PRIOR TO THE START OF WORK. [e-mail] FOR APPROVAL.
4. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON ANY PUBLIC
CONCURRENT REVIEW APPROVAL
THE CONTRACTOR SHALL SCHEDULE A "TREE WALK" WITH OWNER AND ENGINEER FOR EACH PHASE OF WORK TO
STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
CONFIRM ALL TREES TO BE REMOVED OR PROTECTED BEFORE CLEARING AND TREE REMOVAL CAN BEGIN. THE
CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF THE CUT/FILL LINES, IN ADDITION TO THOSE THAT
5. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL ON UNIFORM TRAFFIC CONTROL, AND
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
RECEIVE TREE PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES
THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY STRUCTURES", NCDOT "ROADWAY
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
AND SHRUBS WHERE POSSIBLE. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB &
, .
STANDARD DRAWING MANUAL"AND THE NCDOT SUPPLEMENT TO THE MUTCD
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
GUTTER OR SIDEWALK. TREE ROOTS EXPOSED AND/OR DAMAGED DURING CONSTRUCTION SHALL BE PRUNED USING
6. ALL STAGING MUST BE CONTAINED INSIDE TRAFFIC CONTROL BARRIERS. TWO LANES OF TRAFFIC MUST BE PROVIDED AT
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
EQUIPMENT SPECIFICALLY DESIGNED FOR PRUNING. ALL PRUNING SHALL BE ACCOMPLISHED BY AN ISA CERTIFIED
THE BEGINNING AND END OF EACH DAY AS NOTED WITHIN THE SPECIFICATIONS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY vloLArloN OF CITY, STATE, OR FEDERAL
ARBORIST.
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
7. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
STATE, AND FEDERAL RULES AND REGULATIONS.
MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED
TRANSPORTATION FIELD SERVICES
GRASSED SURFACE RESTORATION
TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR
PUBLIC UTILITIES
ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
STORMWATER
ALL EXISTING GRASSED AREAS DISTURBED DURING CONSTRUCTION ARE TO BE SEEDED AND MULCHED PER THE
SPECIFICATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER.
8. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE
PLANNING/ZONING
ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND
ENSURE ALL PERMITS ARE ISSUED.
FIRE
URBAN FORESTRY
9. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
SITE ACCESSIBILITY
LINE IS 2 INCHES
EXTERNAL REFERENCES
REVISIONS
THE CITY OF RALEIGH
FILENAME
OF Rq�
SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371-000-G-001.dw 9
AT FULL SIZEENGINEERING
BC PROJECT NUMBER
150371
5430 Wade Park Boulevard
(IF NOT 2" - SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
BY
DATE
APP.
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NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
BrownAND Suite 200
DESIGNED: R. SPROWL
SCALE
Raleigh, North Carolina 27607
-C
GENERAL NOTES
AS SHOWN
DRAWING NUMBER
Caldwell [phone]
DRAWN: B. MRUGALA�o
STH CARv�
NC License No. F-0785
CHECKED: R. sPRowL
Know what'sb1010W.
000-�-00
Call beforeyoudig
CHECKED: K. MATTFIELD
STORMWATER
APPROVED:
SHEET NUMBER
MANAGEMENT DIVISION
2 OF 79
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ABBREVIATIONS
GENERAL SYMBOLS
GENERAL
SYMBOLS (CONT.)
GENERAL SYMBOLS (CONT.)
AD
AUDUBON DRIVE
I I
EXISTING WETLANDS
TEMPORARY BENCHMARK
L_'L : W J
BC
BOX CULVERT
_ _
CB
CATCH BASIN
�u-u�u
00000 EXISTING RIP -RAP
B9
SOIL BORING AND
SECTION (NUMERIC)
DESIGNATION
CHL
CHAIN LINK FENCE
o o o
DESIGNATION
CENTERLINE
1
C -C
DI
CURB -TO -CURB
DROP INLET
OoOoQ�o0oQ�0o0o PROPOSED RIP -RAP
O CO SANITARY SEWER CLEANOUT
00-M-01
DIP
DUCTILE IRON PIPE
EXISTING TREE LINE
DRAWING NUMBER(S)
E
ELECTRICAL
EXISTING POWER POLE
WHERE SECTION IS
EF
EACH FACE
SILT FENCE
SHOWN
EXISTING ELECTRIC BOX
EL
ELEVATION
EW
END WALL, EACH WAY
PROPERTY LINE
SECTION CUT
EXISTING FIRE HYDRANT
EX
EXISTING
- - - -
MATCH LINE
FH
FIRE HYDRANT
©
EXISTING CABLE BOX
G
GAS
CENTER LINE
GM
GAS METER
EXISTING BURIED VALVE
H
HIGH, HEIGHT
TCE TEMPORARY CONSTRUCTION EASEMENT
SECTION (NUMERIC)
HD
HEADWALL
® PROPOSED BURIED VALVE
DESIGNATION
HOR
HORIZONTAL
EXISTING UTILITY EASEMENT
INV
INVERT
SS EXISTING SANITARY SEWER MANHOLE
SECTION1
foo 4
JB
JUNCTION BOX
—PUE PUE—
PERMANENT UTILITY EASEMENT
-m-0
KW
KNIGHTS WAY
TEMPORARY DROP INLET
SCALE:
LOC
LIMITS OF CONSTRUCTION
—PDE PDE—
PERMANENT DRAINAGE EASEMENT
I I I I PROTECTION
DRAWING NUMBER(S)
MB
MAILBOX
WHERE SECTION IS CUT
MH
MANHOLE
LOC
LIMITS OF CONSTRUCTION
� HEADWALL / ENDWALL
MIN
MINIMUM
SECTION TITLE
EXISTING FENCE
OC
ON CENTER
PROP
PROPOSED
PDE
PERMANENT DRAINAGE EASEMENT
PROPOSED FENCE
CATCH BASIN
PSE
PERMANENT SANITARY SEWER EASEMENT
PVC
POLY VINYL CHLORIDE PIPE
EXISTING SANITARY SEWER
YARD INLET
PVT
PAVEMENT
SEE DETAIL
R
RADIUS
EXISTING RETAINING WALL
A/100 -M-05
R/R
REMOVE AND REPLACE
JUNCTION
BOX /DROP BOX
RCP
REINFORCED CONCRETE PIPE
EXISTING WATER MAIN
ENTITY
DRAWING NUMBER
RW
RAINWOOD LANE
WHERE DETAIL IS SHOWN
SD
STORMWATER DRAIN
EXISTING UNDERGROUND GAS LINE
SF
SILT FENCE
O STORMWATER DRAIN MANHOLE
DETAIL (ALPHABETIC)
SS
SANITARY SEWER
EXISTING UNDERGROUND ELECTRICAL LINE
DESIGNATION
STA
STATION
EXISTING UNDERGROUND TELEPHONE LINEO
PROPOSED SANITARY SEWER MANHOLE
SW
STORMWATER
DETAIL CALLOUT
T
TELEPHONE
---- i0 -----
PROPOSED GRADE CONTOURS (MAJOR)
1777777�
T&B
TOP & BOTTOM
LIMITS OF RE -PAVING
T/B
TOP OF BANK
— — — — — — — — — —
PROPOSED GRADE CONTOURS (MINOR)
T/C
TOP OF CURB
10
EXISTING GRADE CONTOURS (MAJOR)
0 JE MAILBOX
DETAIL (ALPHABETIC)
TBM
TEMPORARY BENCHMARK
DESIGNATION
TC
TERRA COTTA PIPE
EXISTING GRADE CONTOURS (MINOR)
TCE
TEMPORARY CONSTRUCTION EASEMENT
11111 11 11111
CDWM EXISTING WATER METER
DETAIL A
EXISTING PIPE TO BE REMOVED
100-M-05
TOC
TV
TOP OF CONCRETE
TELEVISION
EXISTING TREE
SCALE:
TYP
TYPICAL
DRAWING NUMBER(S)
VAR
VARIES, VARIABLE
EXISTING STRUCTURE
WHERE DETAIL IS REFERENCED
VERT
VERTICAL
VCP
VITRIFIED CLAY PIPE
DETAIL TITLE
W
POTABLE WATER
W/
WITH
CONCURRENT REVIEW APPROVAL
WA
WAGRAM COURT
PIPING DESIGNATIONS
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
WM
WATER MAIN
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
YI
YARD INLET
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
NEW PIPING
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
/� FUTURE �\ 54" SD RCP EXISTING
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
\ /
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
— — — — — J — — —
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
PIPING MATERIAL
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
PIPING SYSTEM
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PIPE SIZE
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
LINE IS 2 INCHES
EXTERNAL REFERENCES
REVISIONS
THE CITY OF RALEIGH
FILENAME
OF RqZ4i
SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371 -000-G-002.
AT FULL SIZEENGINEERING
BC PROJECT NUMBER
150371
5430 Wade Park Boulevard
(IF NOT 2" - SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
BY
DATE
APP.
O\�A
G
y
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
BrownAND Suite 200
DESIGNED: R. SPROWL
SCALE
Raleigh, North Carolina 27607
�o ,,,o.�
ABBREVIATIONS/GENERAL SYMBOLS/
ASSHOWN
DRAWING NUMBER
Caldwell [phone]
DRAWN: B. MRUGALA
��e
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KCAR
NC License No. F-0785
CHECKED: R.SPROWL
K,�,o,�umat'sbel
PIPING DESIGNATIONS
000-�-oo�
Call beiomyou dig
CHECKED: K. MATTFIELD
APPROVED:STORMWATER
SHEET NUMBER
MANAGEMENT DIVISION
3 OF 79
3/26/18 A B C D E F G H I J K L M N O
IN
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PROJECT DESCRIPTION
® THIS PROJECT INCLUDES THE IMPROVEMENTS TO STORM INFRASTRUCTURE, SANITARY SEWER, AND STABILIZATION OF
r APPROXIMATELY 2,900 LINEAR FEET OF AN UNNAMED TRIBUTARY TO PERRY CREEK IN RALEIGH, NORTH CAROLINA. THE
PROJECT INCLUDES INCREASING THE SIZE OF EXISTING STORM INFRASTRUCTURE TO DECREASE ROAD FLOODING,
REPLACING SANITARY SEWER WITHIN THE IMMEDIATE AREAS OF THE STORM INFRASTRUCTURE IMPROVEMENTS AND,
REGRADING THE BANKS OF THE STREAM FOR STABILITY AND TO HANDLE THE INCREASED QUANTITY OF RUNOFF TO THE
STREAM. THE AREA OF DISTURBANCE IS APPROXIMATELY X.XX ACRES.
EXISTING SITE CONDITIONS
THE EXISTING SITE IS SITUATED IN A RESIDENTIAL AREA AND IS LOCATED IN THE NEUSE RIVER BASIN. PERRY CREEK IS
THE RECEIVING WATER COURSE AND HAS A CLASS 'B' AND NSW CLASSIFICATION.
FLOODING CURRENTLY EXISTS IN SEVERAL AREAS OF THE RESIDENTIAL NEIGHBORHOOD DURING LARGER STORM
EVENTS AND THE STREAM HAS BEEN ALTERED DUE TO UNTREATED RUNOFF FROM UPSTREAM DEVELOPMENT. AS A
RESULT, THE STREAM IS INCISED AND INCLUDES AREAS OF ERODED AND VERTICAL BANKS. THE STREAM GENERALLY
FLOWS FROM NORTH TO SOUTH AND OUTFALLS TO THE NORTH RIDGE COUNTRY CLUB IRRIGATION LAKE JUST SOUTH OF
HARPS MILL ROAD. THE DRAINAGE AREA AT THE DOWNSTREAM LOCATION OF THE PROJECT AREA IS APPROXIMATELY 300
ACRES WITH APPROXIMATELY 41% IMPERVIOUS COVER.
ADJACENT SITE
()OjTHE PROJECT AREA IS GENERALLY BOUNDED BY FALLS OF NEUSE ROAD TO THE NORTH, HAYMARKET LANE TO THE EAST,
RAVENHURST DRIVE TO THE SOUTH, AND AUDUBON DRIVE AND LAKETREE DRIVE TO THE WEST.
OFF-SITE AREAS
IL
Kal
THERE WILL BE NO OFF-SITE AREAS DISTURBED AS A RESULT OF THIS PROJECT. THE STAGING & STOCKPILE LOCATIONS
WILL OCCUR WITHIN THE LIMITS OF CONSTRUCTION FOR EACH PHASE OF WORK.
THE CONTRACTOR WILL LOCATE TEMPORARY SOIL STOCKPILES WITHIN THE LIMITS OF CONSTRUCTION OR AS APPROVED
BY THE PROJECT ENGINEER. SOIL STOCKPILES SHALL BE PROTECTED WITH TEMPORARY SILT FENCE AND STABILIZED
WITH SEED AND MULCH OR OTHERWISE BE PROTECTED WITH SEDIMENT TRAPPING MEASURES.
EROSION AND SEDIMENT CONTROL AREAS
EROSION AND SEDIMENT CONTROL MEASURES WILL INCLUDE A COMBINATION OF PUMP AROUND DIVERSIONS, SILT
FENCE, CONSTRUCTION ENTRANCES, AND VEGETATIVE STREAMBANK STABILIZATION (PERMANENT SEEDING, TOP SOIL,
MULCHING). UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL
PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF
THE NCDEQ EROSION AND SEDIMENT CONTROL HANDBOOK. THE CITY OF RALEIGH EROSION AND SEDIMENT CONTROL
INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS AS NECESSARY IN THE FIELD
AS SITE CONDITIONS CHANGE.
SAFETY FENCE - SAFETY FENCE SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE EROSION AND SEDIMENT
CONTROL PLAN SHEETS IN ORDER TO PROVIDE A BARRIER TO PREVENT ACCESS INTO THE PROJECT SITE BY THE PUBLIC.
TEMPORARY STONE CONSTRUCTION ENTRANCE - A CONSTRUCTION ENTRANCE SHALL BE EMPLOYED TO REDUCE THE
AMOUNT OF MATERIAL TRANSPORTED OFF-SITE BY CONSTRUCTION VEHICLES. THE CONSTRUCTION ENTRANCE SHALL
BE MAINTAINED AT THE LOCATION SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN SHEETS FOR THE DURATION
OF THE CONSTRUCTION AND STABILIZATION.
SILT FENCE - SILT FENCE WILL BE INSTALLED AT LOCATIONS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN
SHEETS IN ORDER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM THE DISTURBED AREAS DURING
CONSTRUCTION OPERATIONS AND TO PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
Lo ITEMPORARY PUMP AROUND DIVERSION - A TEMPORARY SAND BAG DAM WITH A WATER PUMP SHALL BE INSTALLED AS
SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN SHEETS TO REDIRECT CONTINUOUS STREAM FLOW AROUND
THE RESTORATION AREA AND REDUCE THE AMOUNT OF SCOUR AND POTENTIAL DOWNSTREAM EROSION. TEMPORARY
PUMP AROUND DIVERSIONS MAY NOT BE LEFT IN PLACE FOR MORE THAN 24 HOURS.
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TOPSOILING - TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE
LOCATIONS SHALL BE LOCATED ON-SITE AND ARE TO BE MAINTAINED IN ACCORDANCE WITH NCDEQ EROSION AND
SEDIMENT CONTROL STANDARDS.
TEMPORARY SEEDING - ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A PERIOD OF FOURTEEN (14) DAYS OR
GREATER, SHALL BE SEEDED WITH THE TEMPORARY SEED MIX PROVIDED IN THE PLANS AND SPECIFICATIONS. SEE
SPECIFICATIONS 02270 AND 02933 FOR SPECIFIC MAINTENANCE ACTIVITIES.
PERMANENT SEEDING - PERMANENT SEEDING SHALL BE APPLIED TO DISTURBED AREAS TO STABILIZE THE SITE. SEE
SPECIFICATIONS 02270 AND 02933 FOR SPECIFIC MAINTENANCE ACTIVITIES.
MULCHING - STRAW MULCH SHALL BE USED ON AREAS WITH LESS THAN 5H:1V SLOPE AND UNDER ALL STABILIZATION
MATTING IN ACCORDANCE TO SPECIFICATION 02933.
F
GROUND STABILIZATION
G
H
IN ACCORDANCE WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000, SECTION II.B.2 GROUND
STABILIZATION REQUIREMENTS ARE AS FOLLOWS AND ARE IDENTIFIED ON NPDES STABILIZATION SHEETS IN THE PLAN
SET:
1. ALL PERIMETER DIKES, SWALES, DITCHES, AND PERIMETER SLOPES STEEPER THAN 3H:1V SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
MAINTENANCE SCHEDULE
IN GENERAL, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY, MAINTAINED CONTINUOUSLY,
RELOCATED AS NECESSARY, AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN
A DENSE STAND OF GRASS. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
1. SILT FENCE SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER EACH RAINFALL, AND REPAIRS SHALL BE
MADE IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, IT SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME. ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS SHALL BE
REMOVED AND THE AREA SHALL BE BROUGHT TO GRADE AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
2. THE TEMPORARY STONE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN ACCORDANCE WITH THE NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, REVISED MAY 2013.
SOILS
FOUR (4) SOIL TYPES ARE FOUND WITHIN THE PROJECT LIMITS. THESE SOILS ARE MIXTURES OF SANDY LOAM AND URBAN
LAND WHICH POSSESS HYDROLOGIC SOIL CLASSIFICATIONS A AND B. DETAILED SOIL DESCRIPTIONS ARE PROVIDED IN
THE TABLE BELOW.
SOIL TYPES WITHIN LIMITS OF DISTURBANCE
SOIL SURVEY OF COUNTY OF WAKE AND THE CITY OF RALEIGH, NORTH CAROLINA
MAP
UNIT
SOIL NAME
HYDROLOGIC
CODE
SLOPES
(%)
INFILTRATION
RATE (IN./HR)
DEPTH
(IN.)
CfC
CECIL -URBAN LAND
COMPLEX
A
2-10
> 0.30
>80
PaE
PACOLET SANDY LOAM
B
15-25
0.15-0.30
>80
PbD
PACOLET-URBAN LAND
COMPLEX
B
10-15
0.15-0.30
30
Ur
URBAN LAND��
SOIL MAP
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QUADRANGLE TOPO MAP
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PROJECT
LOCATION
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SOIL STABILIZATION BLANKETS & MATTING - SIDE SLOPES AND THE BANKFULL BENCH OF THE PROPOSED STREAM SHALL
BE STABILIZED WITH STABILIZATION MATTING IN ACCORDANCE TO SPECIFICATION 02330.
TREE PRESERVATION & PROTECTION - EXISTING TREES WHICH WILL REMAIN FOLLOWING CONSTRUCTION SHALL BE CONCURRENT REVIEW APPROVAL
PROTECTED TO PREVENT INJURY DURING CONSTRUCTION IN ACCORDANCE TO SPECIFICATION 01545.
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PERMANENT STABILIZATION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
PERMANENT SEEDING SHALL BE APPLIED TO ALL DISTURBED SOIL THROUGHOUT THE PROJECT. THE SEEDING AUTHORIZATION FOR CONSTRUCTION IS NOT BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL
REQUIREMENTS FOR
SCHEDULES ARE DEPICTED ON DRAWING 500-C-011. SINCE THE BUFFER WILL BE PLANTED TO ESTABLISH AN DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
APPROPRIATE NATIVE GROUNDCOVER, DIFFERENT SEED MIXES COMPRISED OF NATIVE SPECIES HAVE BEEN CREATED CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
RATHER THAN THE TYPICAL PERMANENT SEEDING SCHEDULE (THE TYPICAL PERMANENT SEEDING SCHEDULE IS THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
LARGELY COMPRISED OF FESCUE WHICH IS NOT DESIRED FOR THIS PROJECT). THE SEEDING SCHEDULES HAVE A CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
DIFFERENT COMPOSITION FOR PROPOSED STREAMBANK AREAS, NATIVE UPLAND AREAS, AND OTHER GENERAL AREAS. LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
THE AREA FOR EACH OF THE SEED MIXES EQUAL THE TOTAL DISTURBED AREA CITED ON THE PLANS, MINUS THE STREAM
BED AREAS. e TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER RUNOFF o -. STORMWATER
PLANNING/ZONING
AS THE PROJECT DOES NOT INCLUDE ANY ADDITIONAL IMPERVIOUS SURFACE, STORMWATER MANAGEMENT IS NOT NOT TO SCALE
REQUIRED FOR THIS PROJECT, THE RESTORATION OF STREAM AND TRIBUTARIES WILL CAPTURE RUNOFF FROM THE FIRE
PROJECT AREA AND WILL PROVIDE SOME WATER QUALITY BENEFITS. URBAN FORESTRY
SITE ACCESSIBILITY
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS
THE CITY OF RALEIGH FILENAME
AT FULL SIZEENGINEERING SERVICES DEPARTMENT 150371-000-G-003.dw
(IF NOT 2" - SCALE ACCORDINGLY) ZONE REV. DESCRIPTION BY DATE APP. y of Rq<<c� CONSTRUCTION PLANS FOR BC PROJECT NUMBER
G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: B. NASH SCALE
Raleigh, North Carolina 27607 DRAWN: B. KNAGGS �o o..� ��� EROSION AND SEDIMENTATION CONTROL AS SHOWN
Caldwell [phone]
CHECKED: B. NASH STH CARO~ DRAWING NUMBER
NC License No. F-0785 I[nouuwn�'sb�E�lnr. NARRATIVE
CHECKED: K. MATTFIELD Call befom you dig 000-G-003
APPROVED:STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 4 OF 79
3/26/18 A B C D E F G H I J K L M N O P
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A I B
EROSION AND SEDIMENT CONTROL NOTES
C
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1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA
O DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP, IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL
O-) PLAN TO THE CITY FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
00 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY, AT LEAST ONCE EVERY SEVEN (7)
CALENDAR DAYS, AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.50 INCHES OF RAIN PER 24-HOUR
PERIOD. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. EXCESS EXCAVATION DISPOSED OF OFF SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENT
CONTROLHANDBOOK.
2. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH NCDEQ EROSION AND SEDIMENT CONTROL
HANDBOOK AND SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP OF LAND DISTURBING ACTIVITY.
3. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT
ENTER STORM DRAINAGE FACILITIES.
4. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED UNTIL THE DISTURBED AREA IS STABILIZED.
5. PROPERTIES ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC OR
RUNOFF.
6. THE DISPOSAL OF WASTE MATERIALS REMOVED FROM EROSION AND SEDIMENT CONTROL FACILITIES AND THE DISPOSAL OF
THESE FACILITIES SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENT CONTROL HANDBOOK.
7. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
8. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES. SOIL STOCKPILES MUST BE LOCATED WITHIN THE LIMITS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
9. THE CITY OF RALEIGH STORMWATER DEPARTMENT AND OTHER INTERESTED COUNTY AGENCIES SHALL MAKE A CONTINUING
REVIEW AND EVALUATION OF THE METHODS USED AND THE OVERALL EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL
PROGRAM. IF ON-SITE INSPECTIONS INDICATE THAT THE EROSION AND SEDIMENTATION CONTROLLING STRUCTURES ARE NOT
ADEQUATE, OR THERE IS A CHANGE OF CIRCUMSTANCE SUCH THAT THE APPROVED PLAN CANNOT BE CARRIED OUT, THE PLAN
MAY BE AMENDED BY THE APPROVING AUTHORITY.
10. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT TIME OF CONSTRUCTION TO ENSURE THEIR
INTENDED PURPOSE IS ACCOMPLISHED.
11. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED ON THE
EXPOSED SOIL SURFACE AND THE INSPECTOR HAS APPROVED IT.
12. STREETS SHALL BE SWEPT DAILY DURING WORK ON ROADS. WASHING OF ROADS IS NOT PERMITTED.
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT 2" - SCALE ACCORDINGLY
5430 Wade Park Boulevard
BrovyrnAND Suite 200 DESIGNED: B. NASH
� Raleigh, North Carolina 27607 DRAWN: B KNAGGS
Caldwell
919 233-9178
NC License No. F-0785 CHECKED: B. NASH
CHECKED: K. MATTFIELD
3/26/18 A
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APPROVED: --
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EXTERNAL REFERENCES
F I G I H I I I J I K
CONSTRUCTION SEQUENCE
1. THE CONSTRUCTION OF THE STABILIZATION MEASURES FOR THE PROJECT WILL BE COMPLETED BY PHASE TO REDUCE THE AMOUNT OF LAND
DISTURBANCE AT ANY GIVEN TIME. THE WORK WILL BE SEQUENCED SUCH THAT ALL DISTURBED AREAS AND THE STREAM BED AND BANKS ARE
SEEDED, STABILIZED, AND MATTED PRIOR TO PROCEEDING TO THE NEXT PHASE.
2. PHASING OF WORK SHALL BE AS FOLLOWS:
A. AUDUBON DRIVE: STORM DRAIN IMPROVEMENT, SANITARY SEWER REPLACEMENT, AND OUTFALL STREAM STABILIZATION
B. KNIGHTS WAY: STORM DRAIN IMPROVEMENT, SANITARY SEWER REPLACEMENT, AND UPSTREAM AND DOWNSTREAM STABILIZATION
C. STREAM STATION 13+83 TO 10+16: PHASE 1 STREAM STABILIZATION
D. RAINWOOD LANE: STORM DRAIN IMPROVEMENT, SANITARY SEWER REPLACEMENT, AND OUTFALL STREAM STABILIZATION
E. STREAM STATION 28+25 TO 26+07: PHASE 2 STREAM STABILIZATION
F. STREAM STATION 26+07 TO 21+45: PHASE 3 STREAM STABILIZATION
G. STREAM STATION 21+54 TO 18+60 AND 41+11 TO 40+00: PHASE 4 STREAM STABILIZATION
H. WAGRAM COURT (CONCURRENT WITH PHASE 4 STREAM): STORM DRAIN IMPROVEMENT
I. STREAM STATION 18+60 TO 15+43: PHASE 5 STREAM STABILIZATION
3. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM THE CITY OF RALEIGH.
4. PRIOR TO BEGINNING CONSTRUCTION, CALL THE STORMWATER INSPECTION REGIONAL COORDINATOR, STEPHEN LEISCHNER AT [phone]
TO SCHEDULE AN ON-SITE PRE -CONSTRUCTION MEETING.
5. FOR EACH PHASE OF WORK, THE GENERAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:
5.1. THE CONTRACTOR SHALL CALL'811' 72 HOURS PRIOR TO ANY EXCAVATION WORK.
5.2. AFTER STAKING/FLAGGING, CONTRACTOR AND ENGINEER SHALL REVIEW AND MAKE ANY NECESSARY ADJUSTMENTS.
5.3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE
AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
5.4. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION.
5.5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY - CLEARING AND GRUBBING.
CONTRACTOR SHALL LIMIT AMOUNT OF CLEARING TO THE EXTENT PRACTICABLE IN ORDER TO PERFORM NECESSARY ACTIVITIES FOR
CONSTRUCTION. THE PROJECT MAY ONLY BE CLEARED ONE PHASE AT A TIME. ANY ADDITIONAL SITE PREPARATION SHALL BE APPROVED
BY THE ENGINEER.
5.6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY
RAINFALL EVENT.
5.7. STAKE IMPROVEMENTS FOR EACH PHASE AS NEEDED AND REQUIRED ON THE DRAWINGS AND IN THE SPECIFICATIONS. AFTER STAKING,
CONTRACTOR AND ENGINEER SHALL REVIEW STAKING AND MAKE ANY NECESSARY ADJUSTMENTS BEFORE COMMENCING EARTHWORKS.
5.8. INSTALL NECESSARY DEWATERING AND EROSION CONTROL MEASURES FOR SITE. THE PUMPLINE AND ALL ASSOCIATED DEVICES SHOULD
BE CONTAINED WITHIN THE LIMITS OF CONSTRUCTION AT ALL TIMES DURING CONSTRUCTION.
5.9. FOR STORMWATER AND SANITARY SEWER PIPE EXCAVATION AND INSTALLATION, CONTRACTOR SHALL LIMIT THE LINEAR LENGTH OF
TRENCH TO BE EXPOSED AND BACKFILLED AT ONE TIME TO REDUCE EXPOSURE TO EROSION AND SEDIMENTATION. ENTIRE EXPOSURE OF
A GIVEN PIPE EXCAVATION AND INSTALLATION SHALL NOT BE PERMITTED. FOR PUMP AROUND SEQUENCE AT ENDWALLS AND HEADWALLS
OF STORMWATER PIPE WORK, REFER TO THE FOLLOWING DRAWINGS:
A. AUDUBON DRIVE -DRAWING 010-C-004
B. KNIGHTS WAY - DRAWING 030-C-004
C. RAINWOOD LANE - DRAWING 020-C-004
D. WAGRAM COURT- DRAWING 040-C-010
5.9. FOR STREAM WORK, PERFORM GRADING AND INSTALLATION OF STRUCTURES AS SHOWN IN THE PLANS. CONSTRUCTION SHALL BE
PERFORMED IN THE DRY, UTILIZING A PUMP AROUND SYSTEM, AND GRADED STREAM BANKS SHALL BE STABILIZED DAILY WITH SPECIFIED
STABILIZATION MATTING.
5.10. AS SECTIONS OF DISTURBED STREAM AREAS ARE BROUGHT TO FINAL GRADES WITHIN A PHASE, PERMANENTLY STABILIZE THESE AREAS
BY APPLYING TEMPORARY SEED MIX, PERMANENT NATIVE SEED MIX, STRAW MULCH, AND STABILIZATION MATTING ACCORDING TO THE
DETAILS AND SPECIFICATIONS. STABILIZATION IS REQUIRED WITHIN 7 CALENDAR DAYS FOR ANY AREAS STEEPER THAN 3H:1V AND 14
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON THE PROJECT SITE.
5.11. AS SECTIONS OF DISTURBED AREAS IN RESIDENTIAL YARDS ARE BROUGHT TO FINAL GRADES WITHIN A PHASE, PERMANENTLY STABILIZE
BY APPLYING SPECIFIED PERMANENT SEED/SOD AND STRAW MULCH ACCORDING TO THE DETAILS AND SPECIFICATIONS. STABILIZATION IS
REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON THE PROJECT SITE.ONCE ENTIRE
SITE IS COMPLETE AND PERMANENTLY STABILIZED, INSTALL ALL WOODY PLANT MATERIAL ACCORDING TO THE DETAILS AND
SPECIFICATIONS.
5.12. SITE STABILIZATION IS REQUIRED FOR ALL PHASES OF WORK PRIOR TO FINAL APPROVAL OF GRADING PERMIT. GRASS UTILIZED AS
PERMANENT GROUND COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80% COVERAGE THROUGHOUT THE
SITE, WITH NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.
5.13. REMOVE AND PERMANENTLY STABILIZE THE CONSTRUCTION ENTRANCE(S), ONCE EACH PHASE IS COMPLETE, AS SHOWN ON PLANTING
PLANS.
5.14. BEGIN WORK IN THE NEXT PHASE, IF APPLICABLE, BY STARTING AT NUMBER 5 OF THE CONSTRUCTION SEQUENCE.
6. INSPECT AND MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION OF THE PROJECT.
7. REPAIR ANY DAMAGES TO ITEMS THAT ARE NOT IDENTIFIED AS PART OF THIS CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.
8. REMOVE TREE PROTECTION AND SAFETY FENCE AS ALLOWED BY THE ENGINEER.
9. NOTIFY CITY OF RALEIGH TO SCHEDULE A SUBSTANTIAL COMPLETION INSPECTION AT THE CONSTRUCTION SITE. PREPARE A PUNCHLIST OF
ITEMS TO BE ADDRESSED AS A RESULT OF THE SUBSTANTIAL COMPLETION INSPECTION.
10. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER FINAL INSPECTION.
REVISIONS
ZONE REV. DESCRIPTION BY DATE APP.
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
FILENAME
y OF Rq<
IF
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
150371-000-G-004.dwg
BC PROJECT NUMBER
150371
•
SCALE
EROSION AND SEDIMENTATION CONTROL
AS SHOWN
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CAR
NOTES
000-G-004
sTORMWATER
SHEET NUMBER
MANAGEMENT DIVISION
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REVISIONS
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2113129.50
ZONED: R-4
1321 KNIGHTS WAV
779021.21
W91 PIN. 1]1]06-39-6151
ZONED'. R-0
TBM "C"
778909.32
2112923.72
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
7812 BLACKWING CT.
/
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
nl
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
WATER70JOHNSON
SITE ACCESSIBILITY
DB 2138 PG 12BM19]0 PG 355
PIN: 1]] 06-39-53]3
KNIGHTS WAY--,-1LINDAC.JOHNSON
ZONED:R�
.
I----
1317 KNIGHTSWAV
1-1
PLAN
\
SCALE: 1" = 50'
\
TBM "D"
BETHANY & ROBERT HUKILL, III
DB: 15195 PG: 2130
PI N: 1717380974
1300 SADLER CT
TBM "B" BOLT ON FH
R�KJ
42" SD RCP
AD CB 04
\ AD C
/ A
AD SS MH 03'
AD CB 05 �� o
WATER LINE RELOCATION
AD CB 03
AD SS MH 04 / `' AD SS MH 02
HOWARD & KITTY FRIED
DB: 8251 PG: 2688
PIN'. 1717299 07
7717 AUDUBON DR
JEAN&SHIRLEY CHU
/ DB: 8 2 PG: 1617
\ PIN. 1717286 67
7713 AUDUBON DR
SHEET \ \
C�
010-C-101
REVISIONS
DESCRIPTION
M
CRAIG W. MOREHEAD
TRUDY T. MOREHEAD
DB ]3 83 PG 175
BM 1 97 PG 355
PIN. 1717 06-38-8886
ZONED: R-4
7705 VAUXHILL DR.
SHEET
030-C-101
-/ LOGIPSEIpDE /
J LOCI
LOCIPSEIPDE
MARY A. YOUNG BURKE
DB 12309 PG 1517
BM 19
]0 PG 355
355PI N: 171].06-38-68]8
J7NFD. R
PSEIPDE
N
KNIGHTS WAY COORDINATE SCHEDULE
STRUCTURE
NORTHING
EASTING
HEADWALL A
779315.35
2113702.24
HEADWALL B
779314.53
2113692.75
ENDWALL A
779158.21
2113721.91
ENDWALL B
779156.74
2113709.05
KW CB 01
779191.75
2113711.38
KW CB 02
779223.49
2113707.96
KW SS MH 01
779000.78
2113734.13
KW SS MH 02
779067.32
2113748.28
KW SS MH 03
779382.18
2113708.86
KW SS MH 04
779337.35
2113703.28
KW SS MH 06
779378.57
2113666.63
TBM "D"
779212.10
2113562.73
TBM "W"
779512.45
2113616.90
T M"A"60D
/ AIL IN 24" OAK
ENDWALL C
GGrC, AD SS MH 01
ENDWALL D
Q ENDWALL A
1z �r
54" SD RCP
I G`I/ ENDWALL B
B 02
DSS MH 05 DAVID& NWOODBMALL /
/ c DB 78 PG: 362
P 1717380851
] 8 AUDUBON DR
Q°
q n
AD CB 01
400 � /
4CL,
\ 54" SD RCP \
SS \
CPO
/ TBM "C" NAIL IN 26" GUM/
LAUREN L 8 SHAWN C TROXLER
DB: 13230 PG: 942
PIN: 1717288828 /
u
AUDUBON DRIVE
BY I DATE I APP.
J
PLAN
SCALE: 1" = 50'
Knowwhafs below.
Call beifoM YOU dig
O\Cy OF Rq��i
STORM W ATE R
MANAGEMENT DIVISION
K L
AUDUBON DRIVE COORDINATE SCHEDULE
STRUCTURE
NORTHING
EASTING
ENDWALL A
778851.87
2113087.50
ENDWALL B
778843.41
2113083.17
ENDWALL C
778838.08
2113112.68
ENDWALL D
778830.12
2113098.85
AD CB 01
778899.84
2112983.53
AD CB 02
778954.47
2113011.36
AD CB 03
778969.48
2112981.94
AD CB 04
778988.49
2113027.89
AD CB 05
779003.69
2112999.13
AD SS MH 01
778822.42
2113100.60
AD SS MH 02
778899.10
2112964.56
AD SS MH 03
779016.37
2113023.81
AD SS MH 04
778963.70
2112979.16
AD SS MH 05
778947.67
2112985.65
TBM "A"
778781.05
2113129.50
TBM "B"
779021.21
2113043.54
TBM "C"
778909.32
2112923.72
O I P
GENERAL NOTES:
1. FOR STATIONS, OFFSETS AND ELEVATIONS REFER
TO THE CENTER OF DROP INLETS, MANHOLES AND
JUNCTION BOXES, THE MIDPOINT OF THE LIP FOR
CATCH BASINS, AND OUTSIDE EDGE FOR ALL OTHER O
STRUCTURES.
I�
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
AUDUBON DRIVE - RAINWOOD LANE - KNIGHTS WAY
PROJECT LAYOUT PLAN
FILENAME
150371-000-C-001.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
000-C-001
SHEET NUMBER
6 OF 79
LO
WATER DISTRIBUTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF
THE CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE
MATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
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
DATE
CONCURRENT REVIEW APPROVAL
C'7
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
nl
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
AUDUBON DRIVE - RAINWOOD LANE - KNIGHTS WAY
PROJECT LAYOUT PLAN
FILENAME
150371-000-C-001.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
000-C-001
SHEET NUMBER
6 OF 79

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ALAN JOSEPH & PHYLLIS SENZEL 395 \ \ \
7704 AUDUBON DRIVE / AVID R & JOAN WOODSMALL \
PIN 1717289794 / 7708 AUDUBON DRIVE _ _
I DB 2666 PG 88 PIN 1717380851
— — — DB 5378 PG 362
I / -------- GM _QGHT
95 / a3SD RCP `� \
SS VCP
90
M 60D NAIL IN
ELEV=385.201OZ 385 SSM
JN TOP=383 $'-
NW)=378.17 —
INV OUT - 78.04' Sy —
H
J
K
/
(D x CO ,f 8" SS VCP
/ 1
� /✓ '� \/ / / / HRUB
TBM \
NAIL IN 26" GUM \
ELEV=394.23'
TBM
NAIL IN
26" GUM
ELEV=394.23
L
M
f- e V\
W//
/ JEAN & SHIRLEY CHU
\ / 7713 AUDUBON DRIVE /
/ -- PIN 1717288967
36" SD -RCP DB 8728 PG 1617
SSMH
TOP=394.14' - - - /
INV IN (SW)=384.12' p„
INV IN (NNE)=383.76' 8 SS VCP ELEC. /
NV IN (NE)=380.40' METER /
\ \\ INV OUT (SE)=379.9 ' SS
v
/S CB \
/ 393. '
CL
O n% p 12
INLET=392.6
60D NAIL IN * / / O� / ) ��TBM INOUT V IN((�) 3890' /
-24-10-AK (AZALEAS & BO WOODS \
ELEV=385.20' i SH S
cqk�R�E�� Z� 4 C / \
ER EASEMENT i�
o
38O - 4" DIP
SANITARY i __ — — EXPOSE \ \
30' CITY OF RALEI BM 1970, PG 11�\�i 4" P N.
(S
SED) �
GM
/ CONCRETE APRON
EXISTING 1'X1' PRIVATE GARDEN J'
ENDWALL c:J O INLET AND ASSOCIATED PIPING
TO REMAIN. REPLACE IF
DAMAGED DURING WORK.
ZONE
6 CHAINLINK FENCE
C�
APPROXIMATE LOCATION OF
EXISTING 4" SS LATERAL \ / / 3CB
TOP 89.45'
SEE SHEET 010-C-202 \ / INLET=388.63' \ \
/ INV OUT=385.57'
ZONE 2
MARIANNE J OHARA BETHANY & ROBERT HUKILL, III
1304 SADLER CT 1300 SADLER CT
NEUSE REPARIAN PIN 1717381893 PIN 1717380974
BUFFER ZONES DB 04154 PG 0317 DB 15195 PG 2130
\
Lr'
T-
aQ 5430
LO (yeBrown
Co.O'
N =
o Q
M
a v
Wade Park Boulevard
AND Suite 200
Caldwell Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
ELEV=392.12
DESIGNED: R. SPROWL
L
DRAWN: B. MRUGALA
/
TBM
BOLT ON FH
CHECKED: R. sPRowL
BETWEEN
CHECKED: K. MATTFIELD
ELEV=392.12'
APPROVED:
PUgL
(q.0'
/SSMH
TOP=390.20'
INV IN
NV OU(T (S)=3839 NV I(NE)=384.48-9 EMENZ
1 / SE�EREPS
LE— — /
INVOUT
ISS
)=383.71' / Y SPNIT PRG1�
O / VCP
— NV OUT (S)=383.62' SS �VEI g� 1910' - - -
y 36" SD RCP
SS �
ELEC.
/ METER
� 1
a_ 03
'\-A\\ 0,
4--A
M
TBM BOLT ON FH
BETWEEN "E" AND
"L" IN MUELLER
ELEV=392.12
L
/
TBM
BOLT ON FH
/
BETWEEN
"E" AND "L"
IN MUELLER
ELEV=392.12'
��
PUgL
(q.0'
PLAN
SCALE: 1" = 20'
REVISIONS
ZONE I REV. DESCRIPTION
BY I DATE I APP.
3/26/18 A B C D E F G H I J
15" R
SD -CP DAVID P. HAYS
7717 AUDUBON DRIVE
GB
TOP=389.44' PIN 1717299007
INLET=388.70' DB 15099 PG 2663
INV IN (SE)=385.78'
\ INV OUT (SW =385.72' - - -
\ 15" SD RCP
`cam
SSMH /
TOP=389.67' /
INV IN (NE)=381.21')/
� O \ INV OUT (SWSW)=380.80'
12" W DIP /
0 / /
N
O I P
0
reT
I`
0
:i
8" SS VCP
c0I
CONCURRENT REVIEW APPROVAL
M
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
s
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
y OF Rqz CONSTRUCTION PLANS FOR 150371-010-C-001.dw
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS BC PROJECT NUMBER
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
SCALE
AUDUBON DRIVE As slHowN
'F'TF1 CARO � DRAWING NUMBER
Knowumat's below. EXISTING CONDITIONS 010-C-001
Call befom you dig,
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 8 OF 79
KI L M N O P

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D I E I F I G I H I I I J
AD CB 01 \ \ REMOVE AND REPLACE
REMOVE AND REPLACE PER SHEET 010-C-101
SEE SHEET 010-C-101 �f O " CL
M
SCP \ \ \ \
PERFORM CCTV ON THIS
SEGMENT TO DOCUMENT
ALAN JOSEPH & PHYLLIS SENZEL CONDITION BEFORE AND
7704 AUDUBON DRIVE AFTER WORK \ \
PIN 1717289794 \ �-A \
DB 2666 PG 88 \
36" SD RCP
REMOVE AND REPLACE
PER SHEET 010-C-101 \
� � DAVID R &JOAN WOODSMALL \
7708 AUDUBON DRIVE \ /
TYP PIN 1717380851
TREE REMOVAL362
/\ \
(TYP) DB 53788 PPG G 3 362
REMOVE, STORE, AND
EXISTING CONCRETE ENDWALL AND RESET BASKETBALL GOAL LIGHT / \ 00
APRON TO BE REMOVED AND REPLACED TREE PROTECTION (TYP), O `
WITH NEW END WALL SEE SHEET 010-C-101
10
AD SS MH 02
REMOVE AND REPLACE
SEE SHEET 010-C-202
TBM NAIL IN
26" GUM
ELEV=394.23
L
/ A 1 \7'
A JEAN & SHIRLEY CHU
7713 AUDUBON DRIVE
PIN 1717288967
DB 8728 PG 1617
SS VCP
SEE DETAIL B/500 -C-004
ABANDON 8" SS VCP IN PLACE PLUG ELEC.
/ F ENDS AND FILL WITH FLOWABLE FILL METER
z �N
Z �N�Z � � �a �\ � r AD SS MH 04 / y
3 A \ REMOVE AND REPLACE
�NOZ t `W `cam �� \ SEE SHEET 010-C-202
Z L
AD SB 03
\ E
/ REMOVE AND REPLACE Tc EREP ME
�NOZ t ,. Z \ � - i / fin , � / SS��'rSE� S
� L 3NOZ �
TBM NAIL IN
24" OAK
ELEV=385.20
ss � —
�TC
30' CITY OF RALEI BM 1970, PG AA ER EAS
' DIP
EXPOSED
aISSA
�a
/35a
ZONE 1 _ /
EXISTING SERVICE LATERAL FOR 1300 J
SADLER COURT TO BE REMOVED AND
RELOCATED, SEE SHEET 010-C- 0&N 2
ZONE 2 v
MARIANNE J OHARA
1304 SADLER CT
PIN 1717381893
NEUSE RIPARIAN DB 04154 PG 0317
BUFFER ZONES
REMOVE AND REPLACE 117
LF OF 6' CHAINLINK FENCE
=
0
Lu
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N
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M
a v
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R. sPRowL
DRAWN: B. MRUGALA
CHECKED: R. SPROWL
CHECKED: K. MATTFIELD
APPROVED:
3/26/18 A B C D
7
F
(7)
F RPVEI 0M 1�/
R
.� \ ` r 12" W DIP EC.
\ \
REMOVE AND REPLACE =TER
PER SHEET 010-C-101
m G\ Q, cp Nf__
REMOVE AND REPLACE
9, PER SHEET 010-C-202
\ C \
\
TOP -3B89,44' \ INLETS0'
IN (SE)E)=385,78'
�¢ INV OUT CSW =385.72'
AD CB 05
REMOVE AND REPLACE \ \ REMOVE AND REPLACE
SIDEWALK AS NEEDED WITHIN \ 4�, SEE SHEET 010-C-101
LOC. SEE DETAIL B/500 -C-003 CB
OP=389,45 /
INLET=388,63'
INV OUT=385,57
AD CB 04 \ _p
�
REMOVE AND REPLACE V \ \ \
N
�O ELEC
METER
GM
1
l�
G
ZONEIREV.
M N O P
GENERAL NOTES:
1. CLEAR AND GRUB ALL AREAS WITHIN LIMITS OF
CONSTRUCTION (LOC) AS REQUIRED TO COMPLETE THE WORK.
O
2. ALL 4" CPP ROOF DRAINS REMOVED AS PART OF THE WORK
SHALL BE REPLACED AND ROUTED TO STREAM.
3. POSITIVE DRAINAGE TO CATCH BASINS SHALL BE PROVIDED
WHEN REPAVING.
BETHANY & ROBERT HUKILL, III SEE SHEET 010-C-101
1300 SADLER CT. " \ NO
PIN 1717380974
DB 15195 PG 2130 Cn
P_ �O \
SCALE: 1" - 20' �/ <<' LIMITS OF RE -PAVING (TYP). REMOVE AND REPLACE CURB AND
,�3 GUTTER AS NECESSARY FOR THE WORK ON BOTH SIDES OF
STREET. (TYP) SEE DETAILS A, B, C, AND F/500 -C-002
TBM G
BOLT ON FH BETWEEN
"E" AND "L" IN MUELLER
ELEV=392.12'
H
REVISIONS
DESCRIPTION
J
x
Knommafs below.
Call bdom you dig,
m
• •,
IL
LO
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
A OF Rq< CONSTRUCTION PLANS FOR
��G'y NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
AUDUBORN DRIVE
STN CAROti
CLEARING AND DEMOLITION PLAN
STORMWATER
MANAGEMENT DIVISION
KI L M N
FILENAME
150371-010-C-002.dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
010-C-002
SHEET NUMBER
9 OF 79
O P

ti
A I B I C I D I E I F I G I H
i
QO G
ALAN JOSEPH & PHYLLIS SENZEL \ \ \
7704 AUDUBON DRIVE
PIN 1717289794
DB 2666 PG 88
�� � BLOCK AND GRAVEL DROP
DAV19 R'& JOAN y�CC�ODSMALL INLET PROTECTION (TYP)
/
�P1N 17--7708 AUDUBON �r SEE DETAIL C/500 -C-004
1J80851
DB -5378 PG 392 --
/C
------ M _LIGHT
/ — — —— — 395 \ \ -
.390
3
PROPOSED 54" STORM DRAIN \ L —
SEE SHEET 010-C-101 � � 39 J� 'GOAL
INSTALL SILT FENCE AFTER
HEADWALL AND BOULDER WALL 3NOZ _ \ Z /
HAVE BEEN CONSTRUCTED
L -3NOZ 385 331-
TBM NAIL IN DEWATERING — _� �- _ \
24" OAK DISCHARGE HOSE 9 �
—
a�
ELEV=385.20 3,1/ \� s•Tc
SILT BAG -N-L— — O mal G
3((d/3Sd v /
-1-1
� \ y /
-A \\ \\
8'T \
n
J K L M N O P
PUMP AROUND CONSTRUCTION SEQUENCE:
1. SEE DETAILS F&G/500-C-004 FOR PUMP AROUND AND SILT BAG
DETAILS.
2. INSTALL SEDIMENT DIKE, DEWATERING HOSE, SILT BAG AND
REQUIRED PUMP TO KEEP AREA DEWATERED. OUTFALL
WATER INTO SILT BAG AS SHOWN ON THIS SHEET.
3. REMOVE ENDWALL AND STORM DRAIN AS SHOWN ON THE
PLANS.
TBM NAIL IN 4. CONSTRUCT ENDWALL, INSTALL 54" STORM DRAIN, AND STORM
26" GUM DRAIN OUTLET BOULDER WALL PER THE PLANS.
ELEV=394.23
5. GRADE STREAMBANK TO MATCH EXISTING CONTOURS AS
JEAN & SHIRLEY CHU SHOWN ON THIS SHEET.
7713 AUDUBON DRIVE
PIN 1717288967 6. STABILIZE STREAMBANKS PER SEEDING AND PLANTING TABLES
DB 8728 PG 1617 AND DETAILS ON SHEET 500-C-011 AND SPECIFICATIONS 02900
AND 02933
7. REMOVE ALL PUMP AROUND HOSES, PUMPS, AND DIKES.
ELEC.
PROPOSED METER
SANITARY SEWER SYSTEM
SEE SHEET 010-C-202 /
C� EPSEMEN�
SPN?'G /
FtPVE� gM 1g�o
SS
�8TC rl%SEMENT m%
Y sEwEREA 3gDTEMPORARY CONSTRUCTION 3°�O " R P
OF RALEI H SANITA G 11 380 _ /
so' clN gM �g70 P = _ = — DIED ENTRANCE. SEE DETAIL F/500 -C-004
4' P <V G "TC
SF' \ ti `'` � a OAF / �0= SILT FENCE (TYP) A
tea/ ti SEE DETAIL A/500 -C-004
I PROPOSED 54" STORM DRAIN
SEDIMENT c �/ SEE SHEET 010-C-101
DIKED 1/ /
3$ PROPOSED 42" STORM DRAIN
2
ZONE \E SEE SHEET 010-C-101
2
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1304 SADLER CT
PIN 1717381893
DB 04154 PG 0317
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
\G
CB
T❑P=389,45
/ INLET=388.63'
/
STORM DRAIN OUTLET BOULDER /INV OUT=385,57'\
WALL SEE DETAIL C/500 -C-010
BETHANY & ROBERT HUKILL, III /
1300 SADLER CT. /
NEUSE RIPARIAN PIN 1717380974 TBM
DB 15195 PG 2130 BOLT ON FH BETWEEN
BUFFER ZONES "E" AND "L" IN MUELLER '
ELEV=392.12'
L
3/30/18 A B C D E F
G
ZONEIREV.
PLAN
SCALE: 20'
H
REVISIONS
DESCRIPTION
SS �
S/ 6' R
3 METER
1
�A
Re,
CB
TOP=389,44'
INLET=388,70'
IN (SE)=385.78'
INV OUT CSW =385.72'
1
(.0
PROPOSED
SANITARY SEWER SYSTEM
o �\ _ SEE SHEET 010-C-202
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CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
y OF Rq< CONSTRUCTION PLANS FOR
��G'y NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
do .s,,, �o.� ��� AUDUBORN DRIVE
?TN CARO~
EROSION AND SEDIMENTATION CONTROL PLAN
- STORMWATER
MANAGEMENT DIVISION
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FILENAME
150371-010-C-004.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
010-C-004
SHEET NUMBER
11 OF 79
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ALAN JOSEPH & PHYLLIS SENZEL \ \ \
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PIN 1717289794
DB 2666 PG 88
' DAV19-R'& JOAN-WOODSMAL�
/ X7708 AUlk-tSON PPUVE­ \ \
�N 171,7,3K851
395 \ \ \
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390\�
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TBM NAIL IN
24" OAK
ELEV=385.20 81 C
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STABILIZATION (TYP.)
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2
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/ ZONE \ C) ti NE l/
10
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MARIANNE J OHARA
1304 SADLER CT
PIN 1717381893 NEUSE RIPARIAN
DB 04154 PG 0317 BUFFER ZONES
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5430 Wade Park Boulevard
Brown AND Suite 200
Raleigh, North Carolina 27607
Caldwell 919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" SCALE ACCORDINGLY)
DESIGNED: B. NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
3/30/18 A B C D
/
BETHANY & ROBERT HUKILL, III
1300 SADLER CT.
PIN 1717380974
DB 15195 PG 2130
PLAN
SCALE: 20'
i
-11)Q1
J
2
TBM NAIL IN
26" GUM
ELEV=394.23
JEAN & SHIRLEY CHU
7713 AUDUBON DRIVE
PIN 1717288967
DB 8728 PG 1617
ELEC,
METER
EMENS
SON
of E\ 8� P9 \oP� i
SS �
S/ 6, R
ELEC,
3 METER
1
/ CB `
TOP=389,45'
/ INLET=388.63' ycr
/INV ❑UT=385.57' \
TBM
BOLT ON FH BETWEEN /
"E" AND "L" IN MUELLER
ELEV=392.12'
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GENERAL NOTES:
1. SEE DRAWING 500-C-011 FOR SEED MIXES.
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-010-C-005.dw
ZONE REV. DESCRIPTION BY DATE APP. \may OF P-14 CONSTRUCTION PLANS FOR BC PROJECT NUMBER
G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
V y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
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AUDUBON DRIVE AS SHOWN
, �o�N DRAWING NUMBER
K CAR NPDES STABILIZATION PLAN °""�"�t� MOW.T
CaII befom you dbj 010-C-005
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 12 OF 79
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PIN 1717289794 7708914BUBON PRrE _ / -
DB 2666 PG 88
- -"PIN 171,308 % - \ / J,
/ - - ` _ --DB�5378 P 362GM LIGHT `� \\
- - - - 8" SS VCP 95 \ \ \ \ �" " AD S MH �$'?1
/ - - -� 54 SD RCP
390 - �N
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30 LF OF +/- 6' HIGH STORM _� \
DRAIN OUTLET BOULDERA GOA` S -
WALL, SEE DETAIL C/500 -C-010 _ Z
TBM 60D NAIL IN �N°y r� a o \
24" OAK ELEV=385.20 NOZ 385
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PIN 1717288967
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SS
8" SS VCP ELEC. /
METER SS /
ABANDON IN PLACE,
SEE SHEET 010-C-002 / Y SS /
8" S S VCP
av sE �
INSTALL NEW SS DIP, SPolO pG� SS -
SEE SHEET 010-C-20200
SS \j
AD CB 03 / 36"S D RCP
REMOVE AND REPLACE /
EXISTING CB
r'64/ EXISTING 36" RCP TO �
TIE INTO NEW AD CB 03 0 - ELEC.
RELOCATE +/- 50 LF 12" W DIP SEE
GENERAL NOTES 1-3 ON THIS SHEET
/ AND DETAILS ON SHEET 500-C-007
INSERTI
N VALVE AND
S \ 382 a� Nm a o°A / /� m THRUST OBLOC (TYP OF 2)
SS / \�RY SE EASEMENT 380 _ ° - L t" DII 0 10
DAVID P. HAYS
WER „ - � m %�/ ` 15" SD RCP 7717 AUDUBON DRIVE
_ � CO "POS � /,
30' CITV OF RPLE, BM gN0' pG Al 4.. P /(Ur
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sE / 10°A O�� / / p= \ 54" SD RCP o
oaosa N \ G y AD CB 05 3 2663
\ ° C REMOVE AND INSTALL DOUBLE WIDTH
PROPOSED 4" DIP SS 3"jpO, G' GM AD CB 02 \
CATCH BASIN, SEE DETAIL F/500 -C-001
LATERAL AERIAL CROSSING \ �, / INSTALL NEW CB m
L °
SEE SHEET 010-C-202 `cam 1 �
� INLET=388.70'
30 LF OF +/- 6' HIGH STORM 380 / > �N d \ INV IN (SE)=385.78' /
DRAIN OUTLET BOULDER 2 INSTALL NEW CONCRETE ENDWALL 42" SD RCP \ INV OUT (SW)=385.72
WALL, SEE DETAIL C/500 -C-010 C) iON� SEE DETAIL E/500 -C-002. FOR / 8> n w
\ ENDWALL TREATMENT, SEE NOTES / AD CB 04 \ o Co 15" SD RCP
ON SHEET 030-S-002. REMOVE AND INSTALL DOUBLE WIDTH
N� 2 CATCH BASIN, SEE DETAIL F/500 -C-001 AD S 3 8" SS VEP
TOP=389.45'-
INLET=388.63' \ REMOVE AND REPLACE,
ZONE 2 INV OUT=385.57' yon/ SEE SHEET 010-C-202
ON FH F1
NEUSE REPARIAN MARIANNE J OHARA \ BETHANY 00 SADBERT DLER CT.KILL, III gEBWEEONTEO" AND
1304 SADLER CT
BUFFER ZONES PIN 1717381893 PIN 1717380974 "L" IN MUELLER 12" W DIP
DB 04154 PG 0317 DB 15195 PG 2130 ELEV=392.12 vi
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395
390
385
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375
370
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PLAN- S�vL P�g�1C ?,/*SCALE. 1 - 20 (q0
113 LF 54" RCP IIJI
If
-� @2- ------------ J
INV 377.00 1 1 1 1 1
12" OF NATURAL CHANNEL
BED MATERIAL TO BE
PLACED IN PLUNGE POOL
PROPOSED GRADE
PROPOSED 4" DIP SS LATERAL AERIAL
CROSSING, SEE SHEET 010-C-202
0+00 0+20 0+40 0+60
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5430 Wade Park Boulevard
BrownAND Suite 200
Caldwell Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
o 9
1. REMOVE EXISTING 12" WATER LINE AND INSTALL TWO (2) 12" INSERTION VALVES AS SHOWN PER
DESIGNED: R. SPROWL
CITY OF RALEIGH STANDARDS.
2. INSTALL 12" DIP WATER LINE WITH 45 ° BENDS TO ELEVATION 380.2, INSTALL THRUST BLOCKING,
DRAWN: B. MRUGALA
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CHECKED: R. SPROWL
3. A THRUST BLOCK SHALL BE INSTALLED ON SAME PIPE SECTION AS EACH INSERT VALVE AND
CHECKED: K. MATTFIELD
ALLOWED TO CURE 7 DAYS PRIOR TO INSERT VALVE INSTALLATION (3 DAYS IF HIGH EARLY
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4. EXTEND ALL EXISTING 4" AND 8" CPP AROUND BOULDER WALL TO TOE OF BANK.
5. EROSION OF SOIL ON BACKSIDE OF AND UNDERNEATH EXISTING ENDWALL HAS OCCURRED SINCE
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6. AD CB 02 THROUGH 05 SHALL BE DOUBLE WIDTH CATCH BASINS. 15" RCP TO BE INSTALLED
BETWEEN CATCH BASINS.
Foy,
06 F_
1. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM THE CITY OF
RALEIGH.
2. CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT [phone]
¢ LU LU L ZW°'S
L0"t m
00
MNJ
THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN. AT THE
PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY CONSTRUCTION SCHEDULE, VIDEO
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PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. NO CONSTRUCTION
EXISTING 36" SD RCP
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7. INSTALL PUMP AROUND AND VELOCITY DISSIPATER PER DETAIL G/500 -C-004 AS REQUIRED TO
TO BE REMOVED
CONTROL IN -STREAM SEDIMENT.
8. REMOVE ASPHALT, CURB AND GUTTER, AND SIDEWALK AS REQUIRED TO INSTALL PROPOSED
STORMWATER INFRASTRUCTURE AS WELL AS OTHER AFFECTED UTILITIES.
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10. RELOCATE WATER LINES.
11. INSTALL SANITARY SEWER BY-PASSES.
12. REMOVE AND REPLACE SANITARY SEWER PIPE, SANITARY SEWER MANHOLES AND ASSOCIATED
APPURTENANCES.
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14. REMOVE AND REPLACE ENDWALL, GRADES, STREAMBANK, AND INSTALL PLUNGE POOL AND
STORM DRAIN OUTLET BOULDERS.
15. INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND ASSOCIATED
APPURTENANCES.
AUDUB;ZN DRIVE
16. WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING GRADE WITH
390
'
10 -FOOT DRIVEWAY TURNOUTS, AND THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
SIDEWALKS. SEE CITY OF RALEIGH EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
STANDARD DETAILS ON SHEETS 500-C-002 ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
�
EXISTING -J
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STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
UTILITIES HANDBOOK.
EXISTING GRADE
EXISTING 36" SD RCP
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PROPOSED GRADES AT CONSTRUCTION CITY OF RALEIGH
COMPLETION. COMPLETE STABILIZATION PUBLIC UTILITIES DEPARTMENT PERMIT #
°W
12" W F
W
F
U) EX 36" RCP
Q INV 383.71
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DATE
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TO BE REMOVED / /
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INSPECTION REGIONAL COORDINATOR AT CONCURRENT REVIEW APPROVAL
[phone] TO SCHEDULE A PRE -FINAL
M
INSPECTION AT THE CONSTRUCTION SITE. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PREPARE A PUNCHLIST OF ITEMS TO BE
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
ADDRESSED AS A RESULT OF THE COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
PRE -FINAL INSPECTION. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
20. ONCE ALL PUNCHLIST ITEMS ARE CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
ADDRESSED, REMOVE TEMPORARY DAM COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
AND ALL EROSION AND SEDIMENTATION CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
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TRANSPORTATION FIELD SERVICES
I�
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STORMWATER
26 LF 42" RCP
@0.81%
1
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FIRE
385
113 LF 54" RCP IIJI
If
-� @2- ------------ J
INV 377.00 1 1 1 1 1
12" OF NATURAL CHANNEL
BED MATERIAL TO BE
PLACED IN PLUNGE POOL
PROPOSED GRADE
PROPOSED 4" DIP SS LATERAL AERIAL
CROSSING, SEE SHEET 010-C-202
0+00 0+20 0+40 0+60
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5430 Wade Park Boulevard
BrownAND Suite 200
Caldwell Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
1. REMOVE EXISTING 12" WATER LINE AND INSTALL TWO (2) 12" INSERTION VALVES AS SHOWN PER
DESIGNED: R. SPROWL
CITY OF RALEIGH STANDARDS.
2. INSTALL 12" DIP WATER LINE WITH 45 ° BENDS TO ELEVATION 380.2, INSTALL THRUST BLOCKING,
DRAWN: B. MRUGALA
CHECKED: R. SPROWL
3. A THRUST BLOCK SHALL BE INSTALLED ON SAME PIPE SECTION AS EACH INSERT VALVE AND
CHECKED: K. MATTFIELD
ALLOWED TO CURE 7 DAYS PRIOR TO INSERT VALVE INSTALLATION (3 DAYS IF HIGH EARLY
APPROVED:
MEGALUG) IN LIEU OF WELDED COLLAR.
INV IN 380.53
INV OUT 380.33
56 LF 54" RCP
@2.62%
0+80 1+00 1+20 1+40 1+60
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 5'
3/27/18 A B C D E F
G
ZONEIREV.
H
INV IN 383.00
INV OUT 382.00
INSTALL CONCRETE CRADLE
SEE DETAIL D/500 -C-005
fl+1
EXISTING 8" SS VCP
PROPOSED 8" SS DIP
INV 380.45
1+80
REVISIONS
DESCRIPTION
2+00 2+20
SEX 15" RCP
INV 384.69+/- 380
INV 383.21
RELOCATE 12" W DIP
SEE GENERAL NOTES 1-3 ON
THIS SHEET AND DETAILS
ON SHEET 500-C-007 375
2+40
BY I DATE I APP.
J
J 370
2+60
Knowumat's below.
Call befom you dig
M
N
O
P
GENERAL NOTES:
1. REMOVE EXISTING 12" WATER LINE AND INSTALL TWO (2) 12" INSERTION VALVES AS SHOWN PER
CITY OF RALEIGH STANDARDS.
2. INSTALL 12" DIP WATER LINE WITH 45 ° BENDS TO ELEVATION 380.2, INSTALL THRUST BLOCKING,
AND DISINFECT PER CITY OF RALEIGH STANDARDS.
3. A THRUST BLOCK SHALL BE INSTALLED ON SAME PIPE SECTION AS EACH INSERT VALVE AND
ALLOWED TO CURE 7 DAYS PRIOR TO INSERT VALVE INSTALLATION (3 DAYS IF HIGH EARLY
STRENGTH CONCRETE). REFERENCE DETAIL B/500 -C-007 USING RESTRAINING GLAND (I.E.
MEGALUG) IN LIEU OF WELDED COLLAR.
4. EXTEND ALL EXISTING 4" AND 8" CPP AROUND BOULDER WALL TO TOE OF BANK.
5. EROSION OF SOIL ON BACKSIDE OF AND UNDERNEATH EXISTING ENDWALL HAS OCCURRED SINCE
SURVEY. CONTRACTOR SHALL PROPERLY BACKFILL TO PROPOSED GRADE SHOWN.
07
6. AD CB 02 THROUGH 05 SHALL BE DOUBLE WIDTH CATCH BASINS. 15" RCP TO BE INSTALLED
BETWEEN CATCH BASINS.
CONSTRUCTION SEQUENCE:
1. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM THE CITY OF
RALEIGH.
2. CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT [phone]
AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT [phone] TO SCHEDULE A
PRECONSTRUCTION MEETING AT THE CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL
00
CONTACT THE INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO REVIEW
THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN. AT THE
PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY CONSTRUCTION SCHEDULE, VIDEO
RECORDING, AND PHOTOGRAPHS OF THE PROJECT SITE.
3. NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES.
4. INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET 010-C-002.
PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. NO CONSTRUCTION
EQUIPMENT SHALL BE LEFT IN THE STREET OVERNIGHT.
5. FLAG THE LIMITS OF CONSTRUCTION.
ti
6. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE STABILIZATION OUTLETS
SHALL BE INSTALLED AT ALL LOW POINTS, INCLUDING SHARP ANGLES IN SILT FENCE THAT WILL
RECEIVE CONCENTRATED RUNOFF. SEE DETAILS ON 500-C-004.
7. INSTALL PUMP AROUND AND VELOCITY DISSIPATER PER DETAIL G/500 -C-004 AS REQUIRED TO
CONTROL IN -STREAM SEDIMENT.
8. REMOVE ASPHALT, CURB AND GUTTER, AND SIDEWALK AS REQUIRED TO INSTALL PROPOSED
STORMWATER INFRASTRUCTURE AS WELL AS OTHER AFFECTED UTILITIES.
9. COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITY COMPANIES FOR RELOCATION OF
(0
PRIVATE UTILITIES.
10. RELOCATE WATER LINES.
11. INSTALL SANITARY SEWER BY-PASSES.
12. REMOVE AND REPLACE SANITARY SEWER PIPE, SANITARY SEWER MANHOLES AND ASSOCIATED
APPURTENANCES.
13. INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN SPECIFICATION
SECTION 02145.
LO
14. REMOVE AND REPLACE ENDWALL, GRADES, STREAMBANK, AND INSTALL PLUNGE POOL AND
STORM DRAIN OUTLET BOULDERS.
15. INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND ASSOCIATED
APPURTENANCES.
16. WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING GRADE WITH
COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
17. INSTALL CURB AND GUTTER, STANDARD WATER DISTRIBUTION / EXTENSION SYSTEM
10 -FOOT DRIVEWAY TURNOUTS, AND THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
SIDEWALKS. SEE CITY OF RALEIGH EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
STANDARD DETAILS ON SHEETS 500-C-002 ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
AND 500-C-003. USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
UTILITIES HANDBOOK.
18. RESTORE SITE TO EXISTING OR
PROPOSED GRADES AT CONSTRUCTION CITY OF RALEIGH
COMPLETION. COMPLETE STABILIZATION PUBLIC UTILITIES DEPARTMENT PERMIT #
FOLLOWING NPDES STABILIZATION PLAN AUTHORIZATION TO CONSTRUCT
AND PLANTING PLAN SHEETS.
DATE
19. NOTIFY THE THE STORMWATER
INSPECTION REGIONAL COORDINATOR AT CONCURRENT REVIEW APPROVAL
[phone] TO SCHEDULE A PRE -FINAL
M
INSPECTION AT THE CONSTRUCTION SITE. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PREPARE A PUNCHLIST OF ITEMS TO BE
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
ADDRESSED AS A RESULT OF THE COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
PRE -FINAL INSPECTION. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
20. ONCE ALL PUNCHLIST ITEMS ARE CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
ADDRESSED, REMOVE TEMPORARY DAM COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
AND ALL EROSION AND SEDIMENTATION CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
CONTROL MEASURES, AND SCHEDULE A LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
FINAL INSPECTION AT THE SITE. STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
y OF RqzCONSTRUCTION PLANS FOR
��G'y NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
AUDUBON DRIVE
�7'FI CARO'
STORM DRAIN PLAN AND PROFILE
STORMWATER
MANAGEMENT DIVISION
KI L M N
FILENAME
150371-010-C-101.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
010-C-101
SHEET NUMBER
13 OF 79
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ALAN JOSEPH & PHYLLIS SENZEL �' \
7704 AUDUBON DRIVE /
PIN 1717289794
DB 2666 PG 88 /
DAV19 R'& JOAN-W00DSMALL \ \
/7708 AUJDUSON PRfVE` \
�P1N 1717-3 0851 395 \ \
-' DS -5378 PG 39
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TBM NAIL IN
26" GUM
ELEV=394.23
J K L M N O P
PLANTING LEGEND
STREAM ZONE
+ + + + + TURF ZONE
+ + + +
X
5430 Wade Park Boulevard
Suite 200
BrownAND
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
JEAN & SHIRLEY CHU
7713 AUDUBON DRIVE
/
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
PIN 1717288967
CALIPER
DESIGNED: B. NASH
DB 8728 PG 1617
�j
31
PROPOSED 54" STORM DRAIN \ 'o — —� x \
�— SEE SHEET 010-C-101 / 3g /� S X s
�NOZ l Z X — X
- ` X X x Xai35a
/ OZ 385 X X X .
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TBM NAIL IN — _ '= % X X aj3'Sa
24" OAK _ — — — _a/ X c \ X
ELEV=385.20 X X X x _ X �jC' x X\
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�T� SEMENT / 392 /
S y SE\N
/ GRACE �S 970, pG 1 i _ 380 = - - x x (-V/ X x
30 \ U EXPOSE /
ELEC
X X x'3o �0� �/� METER
� . -� GM / � X
STREAM PLANTING ZONE
)
SEE SHEET 500 C--011 � / X X .i X
1
� 2
ZONE
2 /
10N
� ZONE
\ BETHANY & ROBERT HUKILL, III
MARIANNE J OHARA 1300 SADLER CT.
1304 SADLER CT PIN 1717380974
PIN 1717381893 NEUSE RIPARIAN DB 15195 PG 2130
DB 04154 PG 0317 BUFFER ZONES
P_
SCALE: 1" = 20'
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5430 Wade Park Boulevard
Suite 200
BrownAND
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
HEIGHT
CALIPER
DESIGNED: B. NASH
SPACING (O.C.)
NOTES
TREES
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
2
APPROVED:
RED MAPLE
FAC+
1-2'
��
3/30/18 A B C D E F
0
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O
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/ CB \
/
INLET=388 63'
/INV ❑UT=385,57'
TBM
BOLT ON FH BETWEEN
"E" AND "L" IN MUELLER
ELEV=392.12'
i
G
ZONEIREV.
STREAM PLANT SCHEDULE (AUDUBON DRIVE)
QUANTITY
SCIENTIFIC NAME
COMMON NAME
INDICATOR STATUS
HEIGHT
CALIPER
ROOT
SPACING (O.C.)
NOTES
TREES
2
ACER RUBRUM
RED MAPLE
FAC+
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
2
ACER RUBRUM
RED MAPLE
FAC+
5-6'
#3 CONT
8'
2
BETULA NIGRA
RIVER BIRCH
FACW
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
2
BETULA NIGRA
RIVER BIRCH
FACW
5-6'
#3 CONT
8'
2
PLATANUS OCCIDENTALIS
SYCAMORE
FACW+
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
1
PLATANUS OCCIDENTALIS
SYCAMORE
FACW+
5-6'
#3 CONT
8'
2
QUERCUS PHELLOS
WILLOW OAK
FACW-
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
1
QUERCUS PHELLOS
WILLOW OAK
FACW-
5-6'
#3 CONT
8'
SHRUBS
3
CALYCANTHUS FLORIDUS
EASTERN SWEETSHRUB
FACU+
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
2
CALYCANTHUS FLORIDUS
EASTERN SWEETSHRUB
FACU+
18-24"
#3 CONT
8'
3
ILEX VERTICILATA
WINTERBERRY
FACW
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
2
ILEX VERTICILATA
WINTERBERRY
FACW
18-24"
#3 CONT
8'
2
ITEA VIRGINICA
VIRGINIA SWEETSPIRE
FACW+
1-2'
TUBLING
8'
MIN. 6" DEEP ROOTBALL
2
ITEA VIRGINICA
VIRGINIA SWEETSPIRE
FACW+
18-24"
#3 CONT
8'
LIVE STAKES
15
CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
OBL
2-3'
LIVE STAKE
2'
15
CORNUS AMMOMUM
SILKY DOGWOOD
FACW+
2-3'
LIVE STAKE
2'
ELEC,
METER
/
y
S8'TC� EMENC
S . EaEPs
--O B �g70,PG�
OF R
ss Y
\ / SC 6' R
� � / o' UjI�1��
�=/ 3 METER
X
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TURF PLANTING ZONE (TYP.),
X SEE SHEET 500-C-011
X X CB
T❑P=389.44'
X X INLET=388.70'
IN (SE)=385.78'
\ ,cI�N�V OUT (SW =385.72'
X
\ �\CX.-o Co
H
REVISIONS
DESCRIPTION
J
w
Knowmafs below.
Call bdoM you d
STORMWATER
MANAGEMENT DIVISION
K L
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
URBAN FORESTRY_
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
AUDUBON DRIVE
PLANTING PLAN
M I N
L
FILENAME
150371-010-C-102.dW
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
010-C-102
SHEET NUMBER
14 OF 79
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SUCTION I
SS MH 09
J
JAMES R JR & CH!
7312 VALLE'
PIN 171
DB 0737
BM 198
DA SSMH06—
BRUCI
7308 VALL
PIN 1
DB 031
BM 1'.
JOSEPH W & ELEANOR M GOODROW
7304 VALLEY CROSS CIR
PIN 1717285992
DB 07318 PG 165
BM 1982 PG 577
K
L I M I N I O I P
GENERAL NOTES:
1. CONTRACTOR SHALL SUBMIT A SANITARY SEWER BY-PASS PLAN, SEALED BY A NC PROFESSIONAL ENGINEER, TO
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS AND TO
COORDINATE PLAN WITH ADMINISTRATION ENGINEERING STAFF. BY-PASS PLAN SHALL INCLUDE HYDRAULIC
CALCULATIONS SHOWING THAT THE PROPOSED PUMPS CAN HANDLE THE PEAK FLOW. THE SUBMITTAL SHALL ALSO
INCLUDE THE FOLLOWING:
1.A. SHORT NARRATIVE DESCRIBING HOW THE PUMPS WILL BESET UP AND OPERATED INCLUDING:
- PUMPS SHOULD BE MANNED 24 HOURS PER DAY.
- A BACKUP PUMP MUST BE PROVIDED, AND MUST BE CONNECTED READY TO PUMP AT ALL TIMES. (IE:
PUMPS WYE CONNECTED TO FORCEMAIN, ETC.)
- NO FLOW THROUGH SEWER PLUGS ARE ALLOWED. USE A MECHANICAL SEWER PLUG (SEE OUR
HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION MANHOLE
1.13. A SKETCH SHOWING THE PUMPS, FORCEMAINS, ELEVATIONS, ETC.
- SHOW ANY VALVES, CHECK VALVES, ROAD RAMPS, BENDS, ETC.
- LABEL FORCEMAIN LENGTHS AND SIZES.
- SHOW THE PROPOSED FORCEMAIN ROUTE RELATIVE TO THE SCOPE OF WORK. SHOW ELEVATIONS.
- SHOW THE SUCTION AND DISCHARGE MANHOLES WITH INVERTS AND RIM ELEVATIONS.
1.C. A HYDRAULIC ANALYSIS OF THE PUMPS AND FORCEMAINS, PEAK FLOW, ETC.
- CALCULATE THE PEAK FLOW BASED ON EITHER FIELD MEASUREMENTS, OR AN ANALYSIS OF WHAT IS
CONNECTED TO THE GRAVITY MAIN.
- PUMP AND FORCEMAIN SIZING INCLUDING STATIC HEAD, SUCTION LIFT, FRICTION LOSS, NPSH, MINOR
LOSSES ETC.
2. SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED AT ANY TIME. CONTRACTOR TO PROVIDE BY-PASS SYSTEM
AS NECESSARY FOR CONTINUOUS SERVICE.
3. BY-PASS PUMPS SHALL BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE
LINE OR AREA OF WORK. THE CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER THAT MEETS THE PEAK
DAILY FLOW.
4. BY-PASS PUMPS SHALL BE MONITORED 24 -HOURS A DAY, BY QUALIFIED PERSONNEL, WHILE IN OPERATION.
5. SANITARY SEWER PIPE PLUGS SHALL BE INSTALLED ON THE DOWNSTREAM INVERT OF THE SUCTION MANHOLE TO
ENSURE THAT NO FLOW IS ALLOWED PASSED THE PLUG.
6. CONTRACTOR SHALL PROVIDE AT LEAST ONE BACKUP PUMP FOR EACH MANHOLE BY-PASS. THE BACKUP PUMP
SHALL BE CONNECTED TO THE BY-PASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE
PRIMARY PUMPS. HIGH LEVEL FLOATS SHALL BE PLACED IN THE SUCTION MANHOLE AND CONNECTED TO THE
BACKUP PUMP TO ENSURE THE BACKUP PUMP STARTS DURING EMERGENCY CONDITIONS.
7. ALL EXISTING SERVICES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION AND SWITCHED OVER TO NEW LINE ONCE
TESTED AND ACCEPTED.
PROPOSED SANITARY SEWER BY-PASS PLAN SCHEDULE
APPROXIMATE
SUCTION
PEAK FLOW
DISCHARGE
SUCTION STATIC
DISCHARGE
BY-PASS
MANHOLE
(GPM)
MANHOLE
LIFT (FT)
STATIC LIFT (FT)
FORCE MAIN
WORK TO BE COMPLETED
LENGTH (FT)
AD SS MH 09
50
9
0
380
REPLACE SS LINE BETWEEN
SSMH 02 AND 03, AS WELL AS
I
AD SS MH 06
66
SS MH 1
11
0
500
ABANDON BETWEEN SSMH 02
AND SSMH 04. REPLACE SSMH 02
AD SS MH 02
50
9
0
380
AND 04, AND ADD NEW SSMH 05.
*SSMH 02 SHALL BE USED AS SUCTION MH TO COLLECT FLOWS IN SS SEGMENT FROM SSMH 07. WHEN SSMH 02 IS BEING
REPLACED, CONTRACTOR MAY USE TEMPORARY PIPE/FLOW THRU PLUG WHILE MH BEING REMOVED, PUMP AND HAUL
UNTIL NEW MH BASE IS SET, AND TEMPORARY FLOW THROUGH PLUG UNTIL WORK IS COMPLETE.
00
40C poe \ SEWER COLLECTION /EXTENSION SYSTEM
rCe
4 / 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
\,55 Q /� \ _ CITY'S PUBLIC UTILITIES HANDBOOK.
\ v DISCHARGE I \ CITY OF RALEIGH
\ \ AD SS MH 01 \ PUBLIC UTILITIES DEPARTMENT PERMIT #
S's—
\ AUTHORIZATION TO CONSTRUCT
— DAVID R & JOAN WO ALL \
8" SS_ VCP_ 7708AUDUBONDRIVE SS' DATE
/ - - PIN 1717380851
/
8" SS VCP DB 5378 PG 362
/ SS CONCURRENT REVIEW APPROVAL
\
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
\ SS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
/ ALAN JOSEPH & PHYLLIS SENZEL \ AD SS MH 08 AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
7704AUDUBON DRIVE / REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
PIN 1717289794DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
/ DB 2666 PG 88 8" SS VCP CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
— — — COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
SS MH 07 PLAN PLANNING/ZONING
SCALE: 1" = 30' FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
AT FULL SIZEENGINEERING SERVICES DEPARTMENT 150371-010-C-201.dw9
ZONE REV. DESCRIPTION BY DATE APP. k OF Rq4 CONSTRUCTION PLANS FOR
(IF NOT 2" SCALE ACCORDINGLY) BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: R. SPROWL SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA 20 <-.,,,o.� ��e AUDUBON DRIVE AS SHOWN
Caldwell [phone] �T DRAWING NUMBER
NC License No. F-0785 CHECKED: R. SPROWL Know what's MOW. K CAR SANITARY SEWER BY-PASS PLAN
CHECKED: K. MATTFIELD Call beforeyoudig 01 O_C-201
APPROVED:STORM W ATER SHEET NUMBER
MANAGEMENT DIVISION 15 OF 79
3/29/18 A B C D E F G H I J K I L M N 0 P
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REMOVE AND REPLACE
— — / EXISTING MANHOLE \
—""' \' REMOVE AND REPLACE 4 -INCH \
SS LATERAL AND TIE TO MAIN
LINE, SEE DETAIL G/500 -C-005 JEAN & SHIRLEY CHU
395 \ \ \\ \ /��` /� TBM 7713 AUDUBON DRIVE
NAIL IN PIN 1717288967
8"SS VCP ' -- �/' /' /�/— /�� 26" GUM DB 8728 PG 1617
� - - - ON THIS ELEV=394.23'
PERFORM CCTV ` — — — — — — / _ ' J' SS
SEGMENT TO DOCUMENT — — — — — — — —
CONDITION BEFORE AND _ \ \ DAV�
\ \ ��\ vr�
/ SS
395 / ID R &JOAN WOODSMALL \ �� /
AFTER WORK — _ �— — — — _ — —_ 7708 AUDUBON DRIVE g��
— — — — — — — PIN 1717380851 \ \ \�\ % O \ ABANDON IN PLACE, S
DB 5378 PG 362 \ a \ �% )( \ SEE SHEET 010-C-002 S �/
— - — 39 �oaiaS v CB 01 y
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Z _ _ —
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AD SS MH 01 \ Z�_ \� 8"SS DIP
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8 SS VCP OZ
�� INV IN (NW)=378. — _ \ x PIPE, SEE PROFILE 2 " SSV CP
--
INV OUT (SE)=378.04' AD SS MH 04 SS % �Ps���N „ ---
3�l101
N�� 36 SD RCP
SE
1 : ►�
— _iQD NAIL-IN-
24"
AIL- N_24" K -
ELEV=385.20' /
— CREE
380
TIE 4" DIP SS LATERAL
TO EXISTING VCP SS 3p1
SEE DETAIL G/500 -C-005
LATERAL AERIAL CROSSING,
SEE DETAIL A/500-C-006-
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ABANDON IN PLACE
EXISTING 8" SS VCP
PROPOSED-
8"
ROPOSED-
8" SS DIP
385
EXISTING 36" SD RCP
INV 383.02
TO BE REMOVED
380 - _94.. �D
—INV IN 380.09
375 INV OUT 379.96
370
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° \� 15" SD RCP
54" SD RCP <o o_ \
382 - °o� SEE SHEET 010-C-101 m O �
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1 (pN _ \ INSTALL NEW MANHOLE \ ��
\sa x
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�\ �� / 54" SD RCP i < \ N ��\ CB 05 \ra
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\ / SEE SHEET 010-C-101 m \ Q
1 PROPOSED SS CLEANOUT CB 04
0 1 SEE DETAIL G/500 -C-005
15"SD RCP HOWARD & KITTY FRIED
N 4" SS DIP 42" SD RCP O - 7717 AUDUBON DRIVE /
\ LATERAL EXPOSED \ to CO PIN 1717299007 /
SEE NOTE 1 SEE SHEET 010-C-101 �\ DB 8251 PG 2688
�oN s" ss VCP Ate/
REMOVE AND REPLACE, \/
SEE PROFILE 1 /
\ BETHANY & ROBERT HUKILL, III \iAD SS MH 03
\ 1300 SADLER CT. \ /
PIN 1717380974 -
DB 15195 PG 2130 TBM 8" SS V
BOLT ON FH BETWEEN -
"E" AND "L" IN MUELLER J' /
ELEV=392.12'
L r(`
PLAN
P
400 SCALE: 1" = 20' (40
�LO
5430 Wade Park Boulevard
3rownAND Suite 200
Caldwell � Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
� O
U
DESIGNED: R. SPROWL
W
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DRAWN: B. MRUGALA
�
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CHECKED: K. MATTFIELD
W J395
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APPROVED:
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PROPOSED 42" SD RCP
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SEE SHEET 010-C-101 Il
o
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385
X161 INU SID
II
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INSTALL CONRETE CRADLE
SEE DETAIL D/500 -C-005
I i
----
71 LF 8" DIP 0.50%
/
380
REMOVE AND REPLACE
EXISTING 8" SS VCP
INV IN 380.45
INV OUT 380.35
1+60 1+80 2+00 2+20 2+40 2+60
PROFILE 1
SCALE: HOR. 1" = 20' VERT. 1" = 5'
5430 Wade Park Boulevard
3rownAND Suite 200
Caldwell � Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
(IF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R. SPROWL
DRAWN: B. MRUGALA
CHECKED: R. SPROWL
CHECKED: K. MATTFIELD
APPROVED:
INV IN 381.21
INV OUT 380.80
2+80
3+00
F
375
370
3+20
N 1 O
GENERAL NOTES:
0
1. REMOVE EXPOSED 4" DIP SANITARY SEWER LINE THROUGH
EXISTING ENDWALL. CONTRACTOR TO FIELD VERIFY
LOCATION OF LATERAL. RELOCATE AND INSTALL 4" DIP
SANITARY SEWER LATERAL AS SHOWN.
N -A
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LO SEWER COLLECTION /EXTENSION SYSTEM
Wv Wo 'Ct
395 p a LU
Q THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION
395 OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE
OMATERIAL AND CONSTRUCTION METHODS USED FOR THIS PROJECT
c� — 0 a SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
o z: Q = o O CITY'S PUBLIC UTILITIES HANDBOOK.
M<
Q + Z 0
LJJ
W CCITY OF RALEIGH
QU) Q M Q W PUBLIC UTILITIES DEPARTMENT PERMIT #
U v�
0 LU
390 \ Q 390 AUTHORIZATION TO CONSTRUCT
ui
8" VCF DATE
H ABANDON
IN PLACE CONCURRENT REVIEW APPROVAL
EXISTING M
8" VCP CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
385 INV �Nl\/ '�QA n! 385
=3 PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
83.93 r,
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
INV IN 384.03 CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
INV OUT 383.93 COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
NT PA, NR SHALL IT BE
380 RELOCATED 380 CONSTRUETHIS D TO PE MIIT ANIYO VIOLATIONS
ONC AUTHORIZATN BELOW ISOFOCITY, STATOE, OR FEDERAL
W, SEE SHEETT LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
010-C-1010 STATE, AND FEDERAL RULES AND REGULATIONS.
14 LF8"DIP @8.29/0
INV 382.77 TRANSPORTATION FIELD SERVICES
71 LF 8" DIP @ 0.50%
INV IN 380.40 PUBLIC UTILITIES N
INV OUT 380.30
375 52 LF 8" DIP @ 0.50% 375 STORMWATER
-0+20 0+00 0+20 0+40 PLANNING/ZONING
FIRE
PROFILE2 URBAN FORESTRY
SCALE: HOR. 1" = 20' VERT. 1" = 5' SITE ACCESSIBILITY
REVISIONS THE CITY OF RALEIGH FILENAME
O
ZONE REV. DESCRIPTION BY DATE APP. yF Rq ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR 150371-010-C-202.dw
��G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS BC PROJECT NUMBER
y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
SCALE
AUDUBON DRIVE
20=..,,,moo. o���� DRAWING MUMBER
OWN
N CAR SANITARY SEWER PLAN AND PROFILE
�'°��'�� below. 010-C-202
Call befoM you dig
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 16 OF 79
G H I J K L M N O P

0
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4'N=409.22'
8" OU'r-408.45'
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A
C LE E GRAVES18301387
906 PG 2203 Cn
_ \ \
BM 1978 PG 363 01 \ \
1205 LOBLOLLY CT
I{\
4' WOOD FENCE N s _ \
GENE WASHINGTON
PIN 1718303416
DB 11246 PG 2407
BM 1978 PG 592
1212 RAINWOOD LN.
ONE I 1208 RAINWOOD L
_ C
NEUSE RIPARIAN
BUFFER ZONES
� a /
/
i
TBM #2
TOP OF FH
ELEV=417.21'
8 W DIP
=
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5430 Wade Park Boulevard
[BrownAND SUlte 200
aldwell Raleigh, North Carolina 27607
919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
M
DESIGNED: R. sPRowL
0
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
DRAWN: B. MRUGALA
121
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
CHECKED:
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
CHECKED:
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
APPROVED:
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
4/2/18 A B C D
E
E
F
G
H
F
G
PLAN
SCALE: 1" = 20'
REVISIONS
ZONE I REV. DESCRIPTION
H
BY I DATE I APP.
J
J
c � /
d \ \\\ ELLEi�- MILLS /
PIN 1718208670
('3 �\ \ \ \ DB 1244 PG 0-E
8005 M-1978 PG 592
FARMII`4G Q00 -LN./
KnowmMat' below.
Call befom you dig
fOF R,qZ' \
�TA CARO��
- STORMWATER
MANAGEMENT DIVISION
KI L
N
m
0
8320 FALLS OF NEUSE ROAD CONDO
PIN 1718207870
DB 8484 PG 2368
8320 FALLS OF NEUSE RD
12" W _pIP
8" SS VCp
0
r
teT
0
LO
0
C-
0
�
CONCURRENT REVIEW APPROVAL
M
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
0
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
121
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
FILENAME
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
150371-020-C-001.dw
BC PROJECT NUMBER
150371
SCALE
RAINWOOD LANE
AS SHOWN
DRAWING NUMBER
EXISTING CONDITIONS
020-C-001
SHEET NUMBER
17 OF 79
M
N
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A B C D
\ n U,
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301/0p7
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SCOT &MIC LE E GRAVES
\ IN 18301387°c
D 906 PG 2203 °F
\ BM 1978 PG 363
1205 LOBLOLLY CT
REMOVE AND REPLACE APPROX. 100 LF
OF 4' WOOD FENCE. INSTALL TWO (2)
16LF DOUBLE LEAF GATES IN LIEU OF 0
Lw ZONE WOOD FENCE OVER SANITARY SEWER m
Z� \/
2
/;,<ONE_1 S2" RR \/CIP W m RI
11---�� S
30ypO�
CO REAND REPLACE Z �(
LJ PER SHEET 020-C-202
W
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E I F
REMOVE AND REPLACE APPROX. 21
LF OF 4' WOOD FENCE. INSTALL
ONE(1) 16 LF DOUBLE LEAF GATE IN
LIEU OF WOOD FENCE
REMOVE AND REPLACE APPROX.
33 LF OF 4' WOOD FENCE. INSTALL
G H I J K L M N O P
GENERAL NOTES:
1. CLEAR AND GRUB ALL AREAS WITHIN LIMITS OF
LIMITS OF RE -PAVING (TYP). REMOVE AND REPLACE CURB m CONSTRUCTION (LOC) AS REQUIRED TO COMPLETE THE
AND GUTTER AS NECESSARY FOR THE WORK ON BOTH SIDES WORK.
OF STREET. (TYP) SEE DETAILS A, B, C, AND F/500 -C-002. 2. ALL 4" CPP ROOF DRAINS REMOVED AS PART OF THE WORK
SHALL BE REPLACED AND ROUTED TO STREAM.
D
o / 3. POSITIVE DRAINAGE TO CATCH BASINS SHALL BE PROVIDED
WHEN REPAVING.
m /
ONE(1) 16 LF DOUBLE LEAF GATE IN RW CB 07
LIEU OF WOOD FENCE REMOVE AND REPLACE,
SEE SHEET 020-C-101
CARLTON W & GALE ROBIN CONYERS
RW SS MH 02 PIN 1718300531
REMOVE AND REPLACE, DB 7259 PG 336
SEE SHEET 020-C-202 BM 1978 PG 592
1200 RAINWOOD LN.
REMOVE AND REPLACE APPROX. 90
LF OF 4' WOOD FENCE. INSTALL 8" SS VCP
TWO (2) 16LF DOUBLE LEAF GATES IN REMOVE AND REPLACE
LIEU OF WOOD FENCE - 1 GATE EACH RW SS MH 05 PER SHEET 020-C-203
SIDE OF CENTER POST ALONG REMOVE AND REPLACE,
FENCELINE FACING RAINWOOD LANE SEE SHEET 020-C-203
O /
n O �
ELLENDER MILLS
D PIN 1718208670
BM 1978 PG 0592 00/
8005 FARMINGWOOD LN. (�3 /
4C3 C3 --
3 0 (�3 36" SD RCP Q
c.3 REMOVE REPLACE
PER SHEET 020-C 203
q3
C3 RW SS MH 06
0
\ \\ l ti" SS VCP F
07 z REMOVE AND REPLACED \
rp PER SHEET 020-C-203 /
XNREMOVE AND REPLACE /
ENDWA3G
0L 3pd/3Sd PER SHEET 020-C-203 I W
CITyoFRq`E'GHSgNT w RySE N ZSYLVIA
W F GILL G
G 3
PG� / \
g
BM 7s7 R 3 PIN 1718301459
d 8' N� DRAINgGDB 11874 PG 1453
BM 1978 PG 592 G �J / /
G /
z 1204 RAINWOOD LN. I
°° o REMOVE AND REPLACE, C3
SEE SHEET 020-C-203 Y
€ € C 00
00
C3 LI
• Q OM \
„8b
G G- G x CO w
\� 0 C3 RW CB 06
G REMOVE AND REPLACE,
' SEE SHEET 020-C-101
kv G C3 0 8" SS VCP
op, \REMOVE AND REPLACE
°o� PER SHEET 020-C-203
RW SS MH 07 I�
N0Z REMOVE AND REPLACE,
SEE SHEET 020-C-203
C IL VV DIY' )
301/0070 Y
G � R��1 ✓ G REMOVE AND REPLACE
0
3° /001 3O�3Sd/00) ® `°°-oma � °
g�11`��Q�gL�C \ Z PER SHEET 020-C-101
G 301/OOI O
WALL
�� 8" SS VGP
ZON 24" SD RCP V, ��
o REMOVE AND REPLACE � / w 20-
2 REMOVE AND REPLACE
ZG PER SHEET 020-C-101 o�'v `°� pS°O� / � eM�7, p \ PER SHEET 020-C-203
WOOD ! \ 9 FF a
WALL IA
C4 ANNON M MURPH /cs °�
PIN 1718302438
'ONEDB 14599 PG 0970 m�9�
2 EXISTING CONCRETE ENDWALL TO BE BM 1978 PG 592
REMOVED AND REPLACED WITH NEW 1208 RAINWOOD L
END WALL, SEE SHEET 020-C-101.
0
GENE WASHINGTON RW DI 01 '��
PIN 1718303416
REMOVE AND REPLACE, vs
DB 11246 PG 2407 3
BM 1978 PG 592 SEE SHEET 020-C-101
1212 RAINWOOD LN.
LO
1n�� cn _D Cm
REMOVE AND REPLACE
\ PER SHEET 020-C-101,.,
\� /RW CB 01
REMOVE AND REPLACE,
SEE SHEET 020-C-101
Q„ XAi nip JOYCE M SMITH
REMOVE AND REPLACE PIN 1718301668
DB 2992 PG 374
PER SHEET 020-C-101 BM 1978 PG 592
1205 RAINWOOD LN.
� \ ROBERTA BISSON-CHR TY � JCo
\ PIN 1718302370 ' \
C)
\ DB 13153 PG 183 � GLENN T & KIMBERLY C JOHNSON \
C) SS \ �°7 BM 1978 P 3 PIN 1718302648
C? � � \ \ \ � � DB 12235 PG 2594
C14�, _ BM 1978 PG 592
C) \ \ \ 400 _ _ �' \ \ 1209 RAINWOOD LN.
co RIaR�iA \� \\\ \� \� Cx) 07 \ \
X\
3
LU
\ _
(n 30d13ShcOOI RAP \ \ U
Q 400
U—
it
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> - TREE REMOVAL (TYP) i — ' °o,
N SEE DETAIL B/500 -C-004 _
rn '
Q- m
Z d/3Sd
n
� m 30L°O>
m 0 INSET -A Aa-��
�I SCALE: 1" = 20'
ti
M
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`r' LINE IS 2 INCHES EXTERNAL REFERENCES
= AT FULL SIZE
18" SD RCP \, w
d RE VE APFEi-RE-LACE °o, \
o� PER SHEET 020-C-101 3
ao'o rr7
/ REMOVE AND REPLACE O —\
ON A. BARLAZ TRU TE N / ��rr��,, \ DRIVEWAY APRON (TYP OF 2), PIN 1718300659 1t 3 �,
SEE DETAIL A/500 -C-003 B 1978 PG 5927 PG 7 � C'V\ �\
REMOVE AND REPLACE 1201 RAINWOOD LN ARCHER TRUSTEE
m m O M MARTIN TRUSTEE \
SIDEWALK AS NEEDED WITHIN / (�3 oa PIN 1718209869 \
LOC, SEE DETAIL B/500-C-003
EXISTING CONCRETE ENDWALL TO BE DB 08241 PG 0018\
REMOVED AND REPLACED WITH NEW ��rr��,, G� 8400 FALLS OF NEUSE RD TBM #1
RW CB 03 END WALL, SEE SHEET 020-C-101. �S %� �O? 60, NAIL IN 17" PINE TREE cr'
REMOVE AND REPLACE, _ l e %� m°a N/alN,� ELEV-420.23 \
SEE SHEET 020-C-101
RW SS MH 04 ^' z
REMOVE AND REPLACE, rT7 /
SEE SHEET 020-C-202. Cc, o0
NEUSE RIPARIAN
BUFFER ZONES (TYP) 5�
5 O
^Q
SP��o
TREE PROTECTION (TYP)
PLAN SEE DETAIL B/500 -C-004
SCALE: 1"=20'
C�
LU
QQ
0�
0
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N
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a v
Q55
5430 Wade Park Boulevard
I Brown AND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
(IF NOT 2" -SCALE ACCORDINGLY)
Z NE
REV.
DESIGNED: R. SPROWL
DRAWN: B. MRUGALA
CHECKED: R. SPROWL
CHECKED: K. MATTFIELD
APPROVED:
4/2/18 A I B I C I D I E I F I G
0—
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-020-C-002.dw
DESCRIPTION BY DATE APP. \may OF Rq��i CONSTRUCTION PLANS FOR BC PROJECT NUMBER 9
V C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
SCALE
AS
20��=..,,,�•.O���Q RAINWOOD LANE DRAWINGNOUMBER
N WN
CAR CLEARING AND DEMOLITION PLAN
Know what's �elovl�.
Call before you dig 020__002
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 18 OF 79
H 1 1 K I L M N 0 P

A B C D E F G H I J K L M N 0 P
°°,
\ —
_ m /
C:)—
m \
SCOT &MIC LE E GRAVES I \ m c
\ IN 18301387
D 906 PG 2203 °F \
\ BM 1978 PG 363 �y, \ \ p
1205 LOBLOLLY CT m \ \ \ r~ \ \
\\ \ \\ EPIN i4l8670
/ o \\ / \\\ \ // / \\ \ \ \� DB 1244 PG O -E /
~ / \ \ / / \ \ \ 8005 FARM18PG 592
1dGWOOCfLN.
m
U ZINE 2 / \ CARLTON W & GALE ROBIN CONYERS \ \ / / / \ \ \ \
L[Cf) / ( ' \ PIN 1718300531 \
-� cl) \ / / o \ DB 7259 PG 336
BM 1978 PG 592—
Q z \ \ o \ 1200 RAINWOOD LN. / _ \ \
?\'A PROPOSED 48" STORM DRAIN
j;,z0zrNE 1` ENDWALL CONSTRUCTION SILT BAG,
LU e� \ SEE DETAIL H/500 -C-004 m �_ SEE SHEET 020-C-101 / 001 gco 0 l \ \\ \ \\ \ — — — - — \
3°L°° ? o° ENDWALL CONSTRUCTION `° D ° l c) '`-�
\ -,z 4 BLOCK AND GRAVEL INLET PROTECTION (TYP)
w� 3010 DISCHARGE HOSE, G� SEE DETAIL C/500 -C-004 \� ,nom, o°
CO °j SEE DETAIL H/500 -C-004 �� i H \ „ 0 (0 't.3 ~
� � 301 � \ / y Nm � YARD INLET PROTECTION \ , � / � PROPOSED 36 STORM DRAIN _ — —�_ \ \ \
_ l ° \ SEE DETAIL E/500 -C-004 — — -I SEE SHEET 020-C-101 — / €�
�o 0 1 - �. G PROPOSED SANITARY SEWER
a ,3 \ m PROPOSED SANITARY SEWER SYSTEM
m _ BLOCK AND GRAVEL INLET PROTECTION
\ m SEE SHEET 020-C-203 - G SYSTEM, SEE SHEET 020-C-203 /
\ \ 30 4�0 \ _ — E G �('=)> 420 _ �r�, ALONG PROPOSED ALIGNMENT TO BE IN
X 007 \\ PROPOSED \ \ / bi - , 4 0 'c�3 PLACE WHEN AREA IS NOT UNDER
SANITARY SEWER SYSTEM \ \ \ `, — G W _ � G� w \ \ CONSTRUCTION
U, ENDWALL
\� SEE SHEET 020-C-202
ENDWALL N ��, 3s SILT FENCE (TYP.), SEE
30, C17- w d DETSIYLVIAO CG --004
YOF/�AlE1GHSgNT ILL/ � W -G
_ 3°d,3sd BM R �S8EwERFG DRAINAGEE AND N PIN 1718301459
D B 11874 PG 1453
ti 363 ASEM i
BM 1978 PG 592
� 1204 RAINWOOD LN.
3°L I i
—
y SEDIMENT DIKE FOR ENDWALL
PROPOSED 4' X 4' �0 — °oi
ON CONSTRUCTION AND STREAM �. / "'
PHASE 2 CLEAN WATER DIKE, BOX CULVERT, )
SEE SHEET 020-C-101
SEE DETAIL 500-C-004 WOOD
CDANNON M MURPH WALL
PIN 1718302438
ONE DB 14599 PG 0970 0
2 Z BM 1978 PG 592
ONE I 1208 RAINWOOD L q��� / / SAO
Z SILT BAG, SEE Fltiq '\
r7 DETAIL H/500 -C-004 <k \ /
PROPOSED 48" ON A. BARLAZ TRU Tc N - � ----------
STORM
� M
GENE WASHINGTON vy9c / STORM DRAIN, PIN 1718300659 � t.3 // i - ��% o — , ,c�,
PIN 1718303416
/ / SEE SHEET 020-C-101 DB 13687 PG 2057 _ ° - — N (c 3 — —
DB 11246 PG 2407 \ vs c / /�o� / / \ �\ BM 1978 PG 592 DEWATERING/// / °� / I °
4 / \ 1201 RAINWOOD LN.
BM 1978 PG 592 \ PROPOSED 54" STORM DRAIN, �' � O / � �' J, DISCHARGE HOSE
1212 RAINWOOD LN. — — / I CLEAN WATER DIKE �
LO \ SEE SHEET 020-C-101
/ 1 `o° i / JOYCE M SMITH NEUSE RIPARIAN / \ \ 1 � /
PIN 1718301668 BUFFER ZONES (TYP)
5 c
DB 2992 PG 374
BM 1978 PG 592'
\ ROBERTA BISSON-CHR TY CO - ��\ I /
\ PIN 1718302370 \ i PROPOSED 54"
C) \ DB 13153 PG 183 ' \ ' - GLENN -T8 KIMBERLY C JOHNSON \ STORM DRAIN,
C? SS \ �o7 BM 1978 P 3 i PIN 1718302648 SEE SHEET 020-C-101 �-D 0 C! \ I
C? \ \ �\ ° K i DB 12235 PG 2594
BM 1978 PG 592
C) �� \ \ 400 �' \ — / 1209 RAINWOOD LN. PLAN
o\�\\ \�� \�� �� 3°L° \ / SCALE: 1"=20' \
\ \ \ \ 3°1/°07
\ \' ao \ PUMP AROUND CONSTRUCTION SEQUENCE FOR 4'X4' ENDWALL:
of PUMP AROUND CONSTRUCTION SEQUENCE FOR 36 HEADWALL:
1. SEE DETAILS F&G/500-C-004 FOR PUMP AROUND AND SILT BAG DETAILS.
�Z 1. SEE DETAILS F&G/500-C-004 FOR PUMP AROUND AND SILT BAG DETAILS.
— —�_ _ \ _ _ -� 2. INSTALL SEDIMENT DIKE, DEWATERING HOSE, SILT BAG AND REQUIRED PUMP TO KEEP
— — — — — _ _ = 2. INSTALL CLEAN WATER DIVERSION DIKE, CLEAN WATER DIVERSION HOSE AND
(n 30d13Shc°Ol \ �_
N /< ` _ — -�r� _ _ \ \ RIP RAP \ \ � REQUIRED DIVERSION PUMP. OUTFALL DIVERTED CLEAN WATER INTO AREA DEWATERED. OUTFALL WATER INTO SILT BAG AS SHOWN ON THIS SHEET.
Q�oFQ `�' �S — — � � DOWNSTREAM DROP INLET AS SHOWN ON THIS SHEET.
U _ 400 _ \ -� �S� 3. REMOVE ENDWALL AND STORM DRAIN AS SHOWN ON THE PLANS.
-I _ _ _ _ _ _ _ _ Com"— — \ \ 3. INSTALL DEWATERING HOSE, SILT BAG, AND REQUIRED PUMP AND DEWATER
— — — — — — — — �'`' \_ �\ CONSTRUCTION AREA. 4. CONSTRUCT ENDWALL AND INSTALL 4'X4' BOX CULVERT PER THE PLANS.
4. REMOVE HEADWALL AND STORM DRAIN AS SHOWN ON THE PLANS. 5. GRADE STREAMBANK TO MATCH EXISTING CONTOURS AS SHOWN ON THIS SHEET.
V7 1rLT
— — — — — 6. TEMPORARILY STABILIZE BANKS AND EXPOSED AREAS PER SEEDING TABLES ON
� -n I — _ 5. CONSTRUCT HEADWALL AND INSTALL 36" STORM DRAIN PER THE PLANS.
Q m �od,3sd SHEET 500-C-011 AND SPECIFICATIONS 02933.
� z
U) m 6. GRADE STREAMBANK TO MATCH EXISTING CONTOURS AS SHOWN ON THIS SHEET.
a� m 3°>
Cm 7. REMOVE ALL PUMP AROUND HOSES, PUMPS, AND DIKES.
cv -�
f6 L
7. STABILIZE STREAMBANKS PER SEEDING AND PLANTING TABLES AND DETAILS ON
\ , eco
SHEET 500-C-011, AND SPECIFICATION SECTIONS 02900 AND 02933.
m 0I
INSET -A
SCALE: 1" = 20'
8. REMOVE ALL PUMP AROUND HOSES, PUMPS, AND DIKES.
co
O
LO
LINE IS 2 INCHES
EXTERNAL REFERENCES
REVISIONS
AT FULL SIZE
0_
LIF NOT 2" -SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
w
5430 Wade Park Boulevard
N 0'
BrownAND Suite 200
DESIGNED: B. NASH
Raleigh, North Carolina 27607
DRAWN: B. MRUGALA
-
Caldwell [phone]
Q-
N
NC License No. F-0785
CHECKED: B. NASH
CHECKED: K. MATTFIELD
o a
M
a c;
APPROVED:
Q55
/ 4/2/18 A
B
C
D
E
F
G
H
J
x
Know what's h01O OW.
Call before you dig
O\`A OF RgZ�iG'
ti
o�TN CARO~
STORMWATER
MANAGEMENT DIVISION
K L
m, — --4
I�flbtA�N I GTINTR STTEE�
PtN 1718209869
241 PG 0018
(�3
8400 FALLS OF NEUSE RD TBM #1
0 60„ NAIL IN 17" PINE TREE
ELEV=420.23'
tima Hq/N,/ /" „ - —
/ TEMPORARY CONSTRUCTION ENTRANCE
(TYP), SEE DETAIL F/500 -C-004
CLEAN WATER
DISCHARGE HOSE
CONCURRENT REVIEW APPROVAL
9
m
Re,
Lt.
LO
iu
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
RAINWOOD LANE
EROSION AND SEDIMENTATION CONTROL PLAN
M
N
FILENAME
150371-020-C-004. dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
020-C-004
SHEET NUMBER
20 OF 79
I

A B C D E F G H I J K L M N O P
INSTALL NEW PRE -CAST ENDWALL WITH s \ \ oo
OPENING FOR 4'X 4' BOX CULVERT LO sono RW CB 07 ` �� _ _ _ / / / (:8:
VC;CEE�:�
_ \
ygd�sd 3Z -�\s REMOVE AND REPLACE / m REMOVE AND REPLA
SIMILAR TO DETAIL E/500 -C-002. FOR + 1 \ 15" SD RCP
0-
ENDWALL IN 409.69 SEE SHEET 020-C-203
ENDWALL TREATMENTS SEE NOTES ON l\ �� / I \ • \
_ \ a �0p''SHEET0 0-S-002. W \ \ INV OUT 409.27 \' \ , (2) 36�� SD RCP 3F Sf? oro
.MM
O � � m \ \ \ � - - � \ � \ \ \ `i.J
4x4 SD BC �'\ �D G \ 8320 FALLS OF NEUSE ROAD CONDO
RW CB 05 TIE EXISTING
0 _-�-- � "nn`/^^ \ � �\ PIN 1718207870
W ,n, _ G� Q G REMOVE AND 36" SD RCP INTO CB 6
\ 0 �� °„ - -^� o - \ REPLACE EXISTING LJ \ DB 8484 PG 2368
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\ \ - \ \ N� \ P�"� \ / \ 24" SD RCP I i \REMOVE AND REPLACE G\, CB WITH DOUBLE CB 8320 FALLS OF NEUSE RD
\ \\ > 4 8" SS VCP ;a REMOVE AND REPLACE \ \ \ _ _ 7 E C' o \� 36" SD RCP
'4p? sr0 2+00 REMOVE AND REPLACE D \ _ _ SEE SHEET 020-C-203 `
o, SEE SHEET 020 C 202 \ \ \ - G 11/ 0 (1, \-
00, \ ► SEE SHEET 020-C-202 -aOdam - - - \ _" - G / \d /
: w z 8' SS VCP \
�� OF�IEIGH �' 8" SS VCP SYLVIA F GILL = _ _ \ 'G RW SS MH 05
aod, L ANe�`�RvsEwe X50 LO REMOVE AND REPLACE PIN 1718301459 REMOVE AND REPLACE W / 6+00 RW SS MH 06- (J 00' \ \ RW CB 06
asa M 97g' PG BaNDDRAIN B 11874 PG 1453 SEE SHEET 020-C-203 ✓/ \ 'f / +3 g 5+50 48" SD RCP / �N REMOVE AND REPLACE
3,1j° AGEEgSEME ; SEE SHEET 020-C-202 � / � \
o sd hlT RW SS MH 02 \ BM 1978 PG 592 / \ RW SD MH 02 s'`Sp XOO`L \ \ \ EXISTING CB WITH
- aoLoOi 3pd/3 \Q \ 11204 RAINWOOD LN. , �� o \ - INSTALL NEW MH oo\ \ \ \ DOUBLE CB
301/00j sd \ ` 24 SD RCPT G V`��0� Ci i \ - i4+00
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/ °01 °o, �\ z "'x �� ° TIE EXISTING 24 - ��`
RO oo Op �o1,°� SD RCP INTO CB 1 15" SD RCP �50 i 5k0 / \ �L 3D1 �X ��p0 RELOCATE +/- 40 LF 8" W DIP, SEE \
30-UOOl
C. � � \ -p9� a0 GENERAL NOTES 1-3 ON THIS SHEET - -
ON `m \ TIE EXISTING / a01jpO 20, M' \AND DETAILS ON SHEET 500-C-007 \
RW DI 01 s �r�, 0'15" SD RCP INTO CB 3 o� 0> / °e�T2i?O'° 48" SD RCP M \ \ Z _0°' \
EXISTING ENDWALL REMOVE AND REPLACE vy o 1 ' 1`3 a ° 7, \ O \ \ \ 8" SS VC.
TO BE REMOVED Acv / d RW SD MH 01
EXISTING DI S� �o i RW CB 04 c� x a REMOVE AND REPLACE
0 6 -,INSTALL NEW MH 48 SD RCP q y oo >
REFER TO WAGRAM COURT STREAM ANNON M MURPH WALL ��� �oF °i oo INSTALL NEW CB a ` % a '
DRAWINGS FOR FINAL GRADE AT ENDWALL PIN 1718302438 \ �o� a tir 0 \ �/ SEE SHEET 020-C-203
\ � - `oma / / v
ZC DB 14599 PG 0970 \ s9� G 0 °o>J
a0 AND DOWNSTREAM. PROVIDE TEMPORARY / x o / x5 0 / x 1 �� 0 36 SD RCP \ o� ` 00
STABILIZATION UNTIL PERMANENT BM 1978 PG 592 \'4 �o ��\ x0 0> '4
STABILIZATION IS INSTALLED.1208 RAINWOOD L 4x4 SD BC SEE PROFILE 2, \
\ \ � `�o, 9c � � 00^ 48" SD RCP � Z o �'o � wq \ °
REMOVE AND REPLACE o Q - - / _ - - 00
ON A. BARLAZ \� M
_ TRU TE
GENE WASHINGTON �oA�9s vex \ 22 PIN 1718300659 HEADWALL, SEE DETAIL"� �; �' \ _ 10" SS PVC _ _ _ RW SS MH 08
p x 48" SD RCP DB 13687 PG 2057 C/500 -C-009. FOR HEADWALL ��� - `v - �8
\ ^ BM 1978 PG 592 o v m _ - _ REMOVE AND REPLACE - 40 SS /t1
PIN 1718303416 d`'\ ��`�� \ I'C�- Z�� °0°� / \ �u�TREATMENTS SEE NOTES ON //%�/� m m °a SEE SHEET 020-C-203 0p� \
DB 11246 PG 2407 / // /
BM 1978 PG 592 \ �) RW CB 01 \® i kp0 \ �\ j\ \ 1201 RAINWOOD LN. SHEET 030-S-002. // �/ o� m� - - _� �I IVIHrs I Ilv I KUJ I t t%5\ / \ 00�
1212 RAINWOOD LN. - - \ / REMOVE AND REPLACE, \
i , / o' _PtN 1718209869 /
EXISTING CB G / / o^ o / 241 PG 0018 ,\
54" SD RCP 01°y �' ° GENERAL NOTES: CONSTRUCTION SEQUENCE: �\ 400 FALLS OF NEUSE RD TBM #1 _ r
RW SS MH 04 1. REMOVE EXISTING WATER LINES AND 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM THE CITY OF 11. INSTALL SANITARY SEWER BY-PASSES. ~
INS E'1 TION VALV ND RW CB 03 INSTALL 12" INSERTION VALVES AS SHOWN RALEIGH.
N \ THRUST BLOCK TYP OFA ' ° 161'0REMOVE AND REPLACE PER CITY OF RALEIGH STANDARDS. 12. REMOVE AND REPLACE SANITARY SEWER PIPE, SANITARY SEWER MANHOLES AND
C.o 9 \ /� EXISTING CB 2. CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT [phone] AND ASSOCIATED APPURTENANCES.
EXISTING GRADE /C' 2. INSTALL DIP WATER LINES WITH 45 'BENDS THE STORMWATER INSPECTION REGIONAL COORDINATOR AT [phone] TO SCHEDULE A
L o /�v \ x \ TO ELEVATIONS AS SHOWN, INSTALL PRECONSTRUCTION MEETING AT THE CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL 13. INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN
420 J Q J Ul)O M o0 _j v 420 \� _ \ , e ��o 54" SD RCP THRUST BLOCKING, AND DISINFECT PER CONTACT THE INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO REVIEW THE SPECIFICATION SECTION 02145.
Q m o o o a `° / CITY OF RALEIGH STANDARDS. REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN. AT THE PRECONSTRUCTION
\ JOYCE M SMITH
o o w RELOCATE +/- 40 LF OF 8" W DIP, SEE _ MEETING, PROVIDE A PRELIMINARY CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND 14. REMOVE AND REPLACE ENDWALL, GRADES, STREAMBANK, AND INSTALL RIPRAP APRON.
PIN 1718301668
w � o w `n W GENERAL NOTES 1-3 ON THIS SHEET B`� ^ XRW CB 02 DB 2992 PG 374 3. A THRUST BLOCK SHALL BE INSTALLED ON PHOTOGRAPHS OF THE PROJECT SITE.
_ U) � U) RAINWOOD LANE ,�°° INSTALL NEW CB SAME PIPE SECTION AS EACH INSERT VALVE 15. INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND ASSOCIATED
AND DETAILS ON SHEET 500-C-007 _ a i BM 1978 PG 592
cfl 415 '- - 415 \ Co i _ \ 1205 RAINWOOD LI AND ALLOWED TO CURE 7 DAYS PRIOR TO 3. NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES. APPURTENANCES.
INSERT VALVE INSTALLATION (3 DAYS IF
/ 21LF 36„RCP
/ 643 0 (2) 36" RCP
_j @ice/°
410 410
LINV 409.65)
INV 411.00
PROPOSED 48" RCP INV 409.54
INV 408.44
405 405
0+00 0+20 0+40 0+60
PROFILE 2
SCALE: HOR. 1" = 20' VERT. 1" = 5'
420
It
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415
0
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell 919 233-9178
NC License No. F-0785
EXISTING 24" 3D RCP
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I \ HIGH EARLY STRENGTH CONCRETE). 4. INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET 020-C-002. PROPERTY 16. WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING GRADE WITH
" GL �Ny Pc KIMBERLY JOHNSON \ REFERENCE DETAIL B/500 -C-007 USING ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
\ CK o � PIN 1718302644 8
DB 12235 PG 2594 RESTRAINING GLAND (I.E. MEGALUG) IN LIEU LEFT IN THE STREET OVERNIGHT.
/ `%A� BM 1978 PG 592 OF WELDED COLLAR. 17. INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS, AND SIDEWALKS.
_ 1209 RAINWOOD LN. 5. FLAG THE LIMITS OF CONSTRUCTION. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS 500-C-002 AND 500-C-003.
\ 6. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE STABILIZATION OUTLETS SHALL 18. RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION COMPLETION.
\ BE INSTALLED AT ALL LOW POINTS, INCLUDING SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE COMPLETE STABILIZATION FOLLOWING NPDES STABILIZATION PLAN AND PLANTING PLAN
\_ opo CONCENTRATED RUNOFF. SEE DETAILS ON 500-C-004. SHEETS.
PLAN 'sem ss
SCALE: 1" - 20' '�� 7. INSTALL PUMP AROUND AND VELOCITY DISSIPATER PER DETAIL G/500 -C-004 AS REQUIRED TO 19. NOTIFY THE STORMWATER INSPECTION REGIONAL COORDINATOR AT [phone] TO
\ CONTROL IN -STREAM SEDIMENT. SCHEDULE A PRE -FINAL INSPECTION AT THE CONSTRUCTION SITE. PREPARE A PUNCHLIST LID
\ OF ITEMS TO BE ADDRESSED AS A RESULT OF THE PRE -FINAL INSPECTION.
8 REMOVE ASPHALT CURB AND GUTTER SIDEWALK AND DRIVEWAY APRON AS REQUIRED TO INSTALL
INV IN 400.81
INV OUT 400.65
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INSTALL CONCRETE CRADLE 399.50. SEE GENERAL NOTES INV IN 402.97 J
SEE DETAIL D/500 -C-005 1-3 ON THIS SHEET AND INV OUT 402.38
DETAILS ON SHEET 500-C-007
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40
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Raleigh, North Carolina 27607
Caldwell 919 233-9178
NC License No. F-0785
EXISTING 24" 3D RCP
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INV IN 402.17
INV 399.71
INV IN 401.67
INV OUT 401 52
INV OUT 401.92
INV IN 400.81
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SEE DETAIL D/500 -C-005 1-3 ON THIS SHEET AND INV OUT 402.38
DETAILS ON SHEET 500-C-007
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell 919 233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R. SPROWL
DRAWN: B. MRUGALA
CHECKED: R. sPRowL
CHECKED: K. MATTFIELD
APPROVED:
4/3/18 A B C D E F
I
PROPOSED STORMWATER INFRASTRUCTURE AS WELL AS OTHER AFFECTED UTILITIES. 20. ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY DAM AND ALL EROSION
AND SEDIMENTATION CONTROL MEASURES, AND SCHEDULE A FINAL INSPECTION AT THE
9. COORDINATE WITH CITY OF RALIEGH AND PRIVATE UTILITIES COMPANIES FOR RELOCATION OF SITE.
PRIVATE UTILITIES.
10. RELOCATE WATER LINES. EXISTING 12" w o ° Y, o
REMOVE, TEMPORARILY U co `. Uo/ 42O
Q w WATER DISTRIBUTION / EXTENSION SYSTEM
STORE, AND RELOCATE, MAINTAIN o o J o oo oo � w
RESET MB o SERVICE AND RESET WM xIJ IIv� i = rn o Q o m + co w U
c.i o p THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
U STA. 3+g5 a D RCP TOE � M F- U � o /
STA. 2+63 _j o ++ w U Q w o EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
0o REMOVE, M M Q co o - w L° RAINWOOD LANE STORE, AND O m roi w [EMOVED
V 409.8" g w �I - - / ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
TEMPORARILY RELOCATE, o M J RESET MB CO M o W cn � USED FOR THIS PROJECT SHALL CONFORM TO THE
MAINTAIN SERVICE AND = N Q � - w - -1 415 STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
N STA. 3+80 Q w �+ - I /�
RESET WM + w W w � _ ui 1 UTILITIES HANDBOOK.
STA. 2+68 0 "' p > oLU Q I�
W - - - ~ ~ U I I I - CITY OF RALEIGH
W U) � co - - > PUBLIC UTILITIES DEPARTMENT PERMIT #
- - - Uj ° �� 38 LF (2) 36" RCP @
- - - - - OJ °� 1.34% AUTHORIZATION TO CONSTRUCT
o W 1
- - J° °LU ~ J 41 LF 48" RCP @ 2.37% 410 DATE
W W
40 LF 48" RCP @ 2.40%
INV 410.05 M
55 LF 48" RCP @ 2.09%
CONCURRENT REVIEW APPROVAL
__� 82 LF 48" RCP @ 2.10%
EXISTING
18" SD RCP
INV OUT 406.42
INV IN 404.79
INV OUT 404.69
2+60 2+80 3+00 3+20
PROFILE 1
SCALE: HOR. 1" = 20' VERT. 1" = 5'
REVISIONS
ZONE I REV. DESCRIPTION
G I H
INV IN 406.17
INV OUT 405.94
3+40 3+60 3+80 4+00
BY I DATE I APP.
J
Knowumat's below.
Call befom you dig
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INV IN 409.54 CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
INV OUT 408.25 405
INV IN 407.28 PROPOSED 36" SD RCP RELOCATE W 12" DIP PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
INV OUT 407.13 INV IN 409.65 INV 406.79 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
(SEE PROFILE 2 THIS SHEET) SEE GENERAL NOTES REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
INV IN 409.54 ON THIS SHEET DEVELMENTCONSUOLPTANTS, AANDCOCO TRACTIORS ARE NSTRUCTON. THEPEAOCHRRE PONS BLEEE FI
AN
INV OUT 408.44 AND DETAILS ON COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
SHEET 500-C-007 THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
EXISTING 36" RCP 400 CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
INV OUT 412.01 LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
REMOVE AND REPLACE TO BE REMOVED STATE, AND FEDERAL RULES AND REGULATIONS.
EXISTING 8" SS VCP �- TRANSPORTATION FIELD SERVICES (V
PROPOSED 8" SS DIPINV I V OUT 41211
"
INV 406.98 O.
PUBLIC UTILITIES
INSTALL CONCRETE
CRADLE, SEE DETAIL STORMWATER
D/500 -C-005 395 PLANNING/ZONING
4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+50 FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-020-C-101.dwg
A
OF Rq< CONSTRUCTION PLANS FOR
�'Gy NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS BC PROJECT NUMBER
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
O���e
RAINWOOD LANE AS DRAWING MOWN
K CAR STORMWATER DRAIN PLAN AND PROFILE
UMBER
020-C-101
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 22 OF 79
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\ \ \ \ \ ELLEi4l MILLS \ \
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PIN 1718303416
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1212 RAINWOOD LN.
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TURF PLANTING ZONE (TYP.), I
SEE SHEET 500-C-011
JOYCE M SMITH
PIN 1718301668
°
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ROBERTA BISSON-CHR TY 0 i _ \ \ 1205 RAINWOOD LN.
F \ PIN 1718302370
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SEE SHEET 500-C-011
STREAM PLANT SCHEDULE (RAINWOOD LANE)
QUANTITY
SCIENTIFIC NAME
COMMON NAME
INDICATOR STATUS
HEIGHT
CALIPER
ROOT
SPACING (D.C.)
NOTES
TREES
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DESIGNED: B. NASH
2
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RED MAPLE
FAC+
5-6'
#3 CONT
8'
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APPROVED:
/ 4/2/18 A
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LIVE STAKES
15
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2-3'
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2'
15
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BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell(919)233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
(IF NOT 2" -SCALE ACCORDINGLY)
ZONE
REV.
DESIGNED: B. NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
/ 4/2/18 A
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DESCRIPTION
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CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CN
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-020-C-102.dwg
\�y OF Rq�Fi CONSTRUCTION PLANS FOR BC PROJECT NUMBER
U Cy NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
��� RAINWOOD LANE AS SHOWN
�Tn CARON DRAWING NUMBER
PLANTING PLAN 020-C-102
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 23 OF 79
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5430 Wade Park Boulevard
BrownAND Suite 200 DESIGNED: R. SPROWL
Caldwell Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
919 233-9178
NC License No. F-0785 CHECKED: R. sPRowL
CHECKED: K. MATTFIELD
4/3/18 A
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EXTERNAL REFERENCES
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1. CONTRACTOR SHALL SUBMIT A SANITARY SEWER BY-PASS PLAN, SEALED BY A NC PROFESSIONAL ENGINEER, TO THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT FOR APPROVAL PRIOR TO PUMPING OPERATIONS AND TO COORDINATE PLAN WITH ADMINISTRATION
ENGINEERING STAFF. BY-PASS PLAN INCLUDE HYDRAULIC CALCULATIONS SHOWING THAT THE PROPOSED PUMPS CAN HANDLE THE
PEAK FLOW. THE SUBMITTAL SHALL ALSO INCLUDE THE FOLLOWING:
1.A. SHORT NARRATIVE DESCRIBING HOW THE PUMPS WILL BE SET UP AND OPERATED INCLUDING:
- PUMPS SHOULD BE MANNED 24 HOURS PER DAY.
- A BACKUP PUMP MUST BE PROVIDED, AND MUST BE CONNECTED READY TO PUMP AT ALL TIMES. (IE:
PUMPS WYE CONNECTED TO FORCEMAIN, ETC.)
- NO FLOW THROUGH SEWER PLUGS ARE ALLOWED. USE A MECHANICAL SEWER PLUG (SEE OUR
HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION MANHOLE
1.13. A SKETCH SHOWING THE PUMPS, FORCEMAINS, ELEVATIONS, ETC.
- SHOW ANY VALVES, CHECK VALVES, ROAD RAMPS, BENDS, ETC.
- LABEL FORCEMAIN LENGTHS AND SIZES.
- SHOW THE PROPOSED FORCEMAIN ROUTE RELATIVE TO THE SCOPE OF WORK. SHOW ELEVATIONS.
- SHOW THE SUCTION AND DISCHARGE MANHOLES WITH INVERTS AND RIM ELEVATIONS.
1.C. A HYDRAULIC ANALYSIS OF THE PUMPS AND FORCEMAINS, PEAK FLOW, ETC.
- CALCULATE THE PEAK FLOW BASED ON EITHER FIELD MEASUREMENTS, OR AN ANALYSIS OF WHAT IS
CONNECTED TO THE GRAVITY MAIN.
- PUMP AND FORCEMAIN SIZING INCLUDING STATIC HEAD, SUCTION LIFT, FRICTION LOSS, NPSH, MINOR
LOSSES ETC.
2. SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED AT ANY TIME. CONTRACTOR TO PROVIDE BY-PASS SYSTEM AS NECESSARY FOR
CONTINUOUS SERVICE.
3. BY-PASS PUMPS SHALL BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF
WORK. THE CONTRACTOR SHALL SECURE PUMPS FROM A PUMP SUPPLIER THAT MEETS THE PEAK DAILY FLOW.
4. BY-PASS PUMPS SHALL BE MONITORED 24 -HOURS A DAY, BY QUALIFIED PERSONNEL, WHILE IN OPERATION.
5. SANITARY SEWER PIPE PLUGS SHALL BE INSTALLED ON THE DOWNSTREAM INVERT OF THE SUCTION MANHOLE TO ENSURE THAT NO
FLOW IS ALLOWED PASSED THE PLUG.
6. CONTRACTOR SHALL PROVIDE AT LEAST ONE BACKUP PUMP FOR EACH MANHOLE BY-PASS. THE BACKUP PUMP SHALL BE CONNECTED
TO THE BY-PASS FORCE MAIN TO FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. HIGH LEVEL FLOATS SHALL BE
PLACED IN THE SUCTION MANHOLE AND CONNECTED TO THE BACKUP PUMP TO ENSURE THE BACKUP PUMP STARTS DURING
EMERGENCY CONDITIONS.
7. ALL EXISTING SERVICES SHALL BE IDENTIFIED PRIOR TO CONTRUCTION AND SWITCHED OVER TO NEW LINE ONCE TESTED AND
ACCEPTED.
PROPOSED SANITARY SEWER BY-PASS PLAN SCHEDULE
APPROXIMATE
BY-PASS
SUCTION
PEAK FLOW
DISCHARGE
SUCTION STATIC
DISCHARGE
FORCE MAIN
WORK TO BE COMPLETED
MANHOLE
(GPM)
MANHOLE
LIFT (FT)
STATIC LIFT (FT)
LENGTH (FT)
RW SS MH 05
144
9
0
715
REPLACE SS LINE BETWEEN
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BETWEEN SSMH 02 AND 03.
AD SS MH 03
50
9
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550
REPLACE SSMH 02-04.
AD SS MH 08
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9
0
700
REPLACE SS LINE BETWEEN
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STORMWATER
MANAGEMENT DIVISION
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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
DATE
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
RAINWOOD LANE
SANITARY SEWER BY-PASS PLAN
N
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FILENAME
150371-020-C-201. dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
020-C-201
SHEET NUMBER
24 OF 79
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BrownAND Suite 200
DESIGNED: R. SPROWL
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
Raleigh, North Carolina 27607
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
DRAWN: B. MRUGALA
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Caldwell 919 233-9178
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
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CHECKED: R. sPRowL
N =
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CHECKED: K. MATTFIELD
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4/3/18 A
B
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PROFILE 2
SCALE: HOR. 1" = 20' VERT. 1" = 5'
1+20
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415
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405
400 M
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390
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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
DATE
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
REVISIONS THE CITY OF RALEIGH FILENAME
OF R
ZONE REV. DESCRIPTION BY DATE APP. y q ENGINEERING SERVICES DEPARTMENT 150371-020-C-202.dwg
CONSTRUCTION PLANS FOR
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RAINWOOD LANE AS SHOWN
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STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 25 OF 79
7 7H I J K I L M N 0 P

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IAA 1 0� 48" SD RCP
hxOO 1' SEE SHEET 020-C-101
REMOVE AND REPLACE 4"
RW SS MH 05 SS LATERAL, SEE DETAIL
/ REMOVE AND REPLACE G/500 -C-005 (TYP OF 4)
EXISTING MANHOLE
DENISE MICKALITES
x�� 0 48" SD RCP PIN 1718300659
DB 12063 PG 1107
SEE SHEET 020-C-101 BM 1978 PG 592
1201 RAINWOOD LN.
O
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NEUSE RIPARIAN
JOYCE M SMITH BUFFER ZONES (TYP)
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8400 FALLS OF NEUSE RD
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5430 Wade Park Boulevard
CONCURRENT REVIEW APPROVAL
BrownAND
Suite 200
DESIGNED: R. SPROWL
Raleigh, North Carolina 27607
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
DRAWN: B. MRUGALA
Co a
Caldwell
78 L
919 233-9178
410 --
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PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
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o Q
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REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
CHECKED: K. MATTFIELD
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PROPOSED 10" SS DIP
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
a 0
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APPROVED:
Q55
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
400
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:— 62 LF 8LF 8
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7+60 7+80
BY I DATE I APP.
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Call befom you dig
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1. SANITARY SEWER LATERAL NOT SHOWN FOR 8400
FALLS OF NEUSE RD. IF FOUND CONNECTED TO
SANITARY SEWER LINES BEING REPLACED, REMOVE
AND REPLACE 4 -INCH SANITARY SEWER LATERAL. SEE
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410
415
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CONCURRENT REVIEW APPROVAL
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78 L
405
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PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
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INV 409.50
INV 412.12
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
PROPOSED 10" SS DIP
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
INV IN 409.25 COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
400
405
EXISTING 10" SS PVC
405
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
PROPOSED 10" SS DIP INV 412.18
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
INV OUT 407.00
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
400
400
PLANNING/ZONING
8+40
0+00 0+20
0+40 0+60 0+80 1+00
FIRE
PROFILE 2
URBAN FORESTRY
SCALE:
HOR. 1" = 20' VERT. 1" = 5'
SITE ACCESSIBILITY
THE CITY OF RALEIGH
FILENAME
ENGINEERING SERVICES DEPARTMENT
150371-020-C-203.dwg
A OF Rq<
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CONSTRUCTION PLANS FOR
BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
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150371
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7812 BLACKWING CT. IN 16" MAPLE
MOSCA, GEORGE P /
HORN, MARY HELEN ELEV=385.96
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MARTINA L. KUPSKYJ, �� PIN: 1717.06-39-7192
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS
THE CITY OF RALEIGH FILENAME
AT FULL SIZE OFR ENGINEERING SERVICES DEPARTMENT 150371-030-C-001.dwg
(IF NOT 2" -SCALE ACCORDINGLY) ZONE REV. DESCRIPTION BY DATE APP. o\�y q<<c, CONSTRUCTION PLANS FOR BC PROJECT NUMBER
G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: R. SPROWL SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o <_..,,,o..� ��e KNIGHTS WAY AS SHOWN
Caldwell [phone] ?T DRAWING NUMBER
NC License No. F-0785 CHECKED: R.SPROWL NAR
K. MATTFIELD ��� you CEXISTING CONDITIONS � `�
CHECKED: CallI]efo9mle uci; 030-vC
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STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 27 OF 79
4/3/18 A B C D E F G =007 H I J K I L M N O P
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7808 BLACKWING CT.
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CROOK, JOHN T
TREE REMOVAL (TYP)
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REMOVE, STORE AND
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RESET BRICK PAVERS
DRIVEWAY AND DRIVEWAY APRON, SEE
DETAILS A AND C/500 -C-003. DRIVEWAY TO
NOT BE REPLACED OVER NEW BOX CULVERT
CROOK, JOHN T
TREE REMOVAL (TYP)
CROOK, JILL K
Z NO -L
DB 16735 PG 1260
CHECKED: K. MATTFIELD
BM 1970 PG 355
30d13ShcO0I
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GENERAL NOTES:
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1. CLEAR AND GRUB ALL AREAS WITHIN LIMITS OF CONSTRUCTION (LOC) AS REQUIRED TO
COMPLETE THE WORK.
2. ALL 4" CPP ROOF DRAINS REMOVED AS PART OF THE WORK SHALL BE REPLACED AND
ROUTED TO STREAM.
3. POSITIVE DRAINAGE TO CATCH BASINS SHALL BE PROVIDED WHEN REPAVING.
REMOVE AND REPLACE
APPROX. 10 LF OF 3.5'
CHAINLINK FENCE
$„
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WILMA S. JACKSON PER SHEET 030-C-101
ZONE 2 DB 8
GEORGE J. KUPSKY BM 1970 PG 355
MARTINA L. KUPSKY PIN: 1717.06-39-7192 REMOVE AND REPLACE
DB 8399 PG 1477 ZONED: R-4 PER SHEET 030-C-202
BM 1970 PG 355 1324 KNIGHTS WAY
PIN: 1717.06-38-8919
ZONED: R-4 EXISTING COMPOST BOX TO
7709 VAUXHILL DR. BE REMOVED BY OWNER
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REMOVED BY OWNER
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BUFFER ZONES
=
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5430 Wade Park Boulevard
Suite 200
BrownAND
Raleigh, North Carolina 27607
Caldwell(919)233-9178
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R. SPROWL
DRAWN: B. MRUGALA
W
4
TREE REMOVAL (TYP)
CHECKED: R. SPROWL
-
CHECKED: K. MATTFIELD
—
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4/3/18 A B C D E F
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PLAN
SCALE: 1" = 20'
REVISIONS
DESCRIPTION
LID
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-030-C-002.dwg
BY DATE APP. \�A OF Rq��i CONSTRUCTION PLANS FOR BC PROJECT NUMBER
U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
KNIGHTS WAY As sHowN
2o�?H C DRAWING NUMBER
Know what's h01OW. CLEARING AND DEMOLITION PLAN 030-C-002
Call before you dig
sTORMwATER SHEET NUMBER
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REMOVE AND REPLACE 20N
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KW SS MH 04
MZYK, MARY GRACE LF OF 6' WOOD FENCE
REMOVE AND REPLACE,
DB 16942 PG 2300 I
SEE SHEET 030-C-202
BM 1970 PG 355
PIN: 1717.06-39-7370 I 0
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7801 VAUXHILL DR.
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REMOVE AND REPLACE
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LIMITS OF RE -PAVING (TYP). REMOVE AND REPLACE CURB AND
GUTTER AS NECESSARY FOR THE WORK ON BOTH SIDES OF I
STREET. (TYP) SEE DETAILS A,B,C, AND F/500 -C-002.
LID
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-030-C-002.dwg
BY DATE APP. \�A OF Rq��i CONSTRUCTION PLANS FOR BC PROJECT NUMBER
U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
KNIGHTS WAY As sHowN
2o�?H C DRAWING NUMBER
Know what's h01OW. CLEARING AND DEMOLITION PLAN 030-C-002
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sTORMwATER SHEET NUMBER
MANAGEMENT DIVISION 28 OF 79
J K L M N O P

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780 WING CT.
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DRAWINGS FOR FINAL GRADE AND \
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STABILIZATION UNTIL PERMANENT
GREG SHANKER & RONETTA TODD
DB 14473 PG 1643 STABILIZATION IS INSTALLED.
BM 1970 PG 355
PIN: 1717.06-39-6151 I tilVl
ZONED: R-4 BENCH TIE SET
7812 BLACKWING CT. „
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H/500 -C-004 \
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EI I`7\/='z-95.96'
BLOCK AND GRAVEL DROP
INLET PROTECTION (TYP)
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STORM DRAIN,
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GEORGE J. KUPSKY
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1970 PG 355 SEE DETAIL F/500 -C-004
MARTINA L. KUPSKY
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DB 8399 PG 1477
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BM 1970 PG 355
PROPOSED
TS WAY
1324 KNIGHTS
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PIN: 1717.06-38-8919
\
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5430 Wade Park Boulevard
BrownAND SUlte 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: B. NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
4/3/18 A B C D E F
G
ZONEIREV.
J K L M N 1 O 1 P
PUMP AROUND CONSTRUCTION SEQUENCE:
1. SEE DETAILS G&H/500-C-004 FOR PUMP AROUND AND SILT BAG
DETAILS.
2. INSTALL CLEAN WATER DIVERSION DIKE, CLEAN WATER
DIVERSION HOSE AND REQUIRED DIVERSION PUMP. OUTFALL
DIVERTED CLEAN WATER INTO STREAM AT DOWNSTREAM END
OF PROJECT AREA AS SHOWN ON THIS SHEET.
3. INSTALL DEWATERING HOSE, SILT BAG, AND REQUIRED PUMP
AND DEWATER CONSTRUCTION AREA.
5. INSTALL SEDIMENT DIKE UPSTREAM OF PROPOSED
CLEANWATER DIVERSION OUTFALL.
6. INSTALL STORMWATER DRAIN AND SANITARY SEWER.
7 SHON STREAM DRAWINGS.
ROUGH
OWN ASO APPROXIMATE FINAL GRADES
/ 8. TEMPORARILY STABILIZE STREAMBANKS PER SEEDING AND
/ PLANTING TABLES ON SHEET 010-C-003, DETAILS A&C/500-C-008,
_ AND SPECIFICATION SECTIONS 02900 AND 02933.
�NOZ - /
Z � 9. REMOVE ALL PUMP AROUND HOSES, PUMPS, AND DIKES.
CROOK, JOHN T
CROOK, JILL K
DB 16735 PG 1260
BM 1970 PG 355a
PIN: 1717.06-39-6350 °
ZONED: R-4 �OOZ i
X1321 KNIGHTS WAY ,L -3N
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BM 1970 PG 355
I PIN: 1717.06-39-7370
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CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
URBAN FORESTRY_
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
y OF R44 CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
KNIGHTS WAY
�F'TH CARpv
EROSION AND SEDIMENTATION CONTROL PLAN
STORMWATER
MANAGEMENT DIVISION
K L M N 0
FILENAME
150371-030-C-004.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
030-C-004
SHEET NUMBER
30 OF 79
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BM 1970 PG 355
PIN: 717.0�8@ft6031
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780 WING CT.
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DB 8399 PG 1477
BM 1970 PG 355
PIN: 1717.06-38-8919
ZONED: R-4
7709 VAUXHILL DR.
REFER TO WAGRAM COURT STREAM
DRAWINGS FOR FINAL GRADE AND
STABILIZATION PLAN AT ENDWALL AND
DOWNSTREAM. PROVIDE TEMPORARY
GREG SHANKER & RONETTA TOL,- STABILIZATION UNTIL PERMANENT
DB 14473 PG 1643 STABILIZATION IS INSTALLED.
BM 1970 PG 355 CROOK, JOHN T
PIN: 1717.06-39-6151 1 DIVI CROOK, JILL K
ZONED: R-4 BENCH TIE SET DB 16735 PG 1260
7812 BLACKWING CT IN 16" MAPLE BM 1970 PG 355
ELEV-385.96 / PIN: 1717.06-39-6350
14 -DAY GROUNDCOVER I / ---1321ZKNIGHTS WAY,
STABILIZATION (TYP.) M I /
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B 1970 PG 355
PIN: 1717.06-39-7192
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PROPOSED
1324 KNIGHTS WAY
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5430 Wade Park Boulevard
Suite 200
Brown AND
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" SCALE ACCORDINGLY)
DESIGNED: B HASH
DRAWN: B. MRUGALA
CHECKED: B. HASH
CHECKED: K. MATTFIELD
APPROVED:
4/3/18 A B C D
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I 7801 VAUXHILL DR.
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N
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1. SEE DRAWING 500-C-011 FOR SEED MIXES.
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES nl
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-030-C-005.dwg
ZONE REV. DESCRIPTION BY DATE APP. \�y OF Rq��i CONSTRUCTION PLANS FOR BC PROJECT NUMBER
U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
KNIGHTS WAY AS SHOWN
2o�?,N CARODRAWING NUMBER
I€nnwwnat�s�e�ow. NPDES STABILIZATION PLAN 030-C-005
Call before you dig
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 31 OF 79
E F G H I J K L M N O P

A 6 C D E F G
/ GREG SHANKER & RONETTA TODD
DB 14473 PG 1643
BM 1970 PG 355
PIN: 1717.06-39-6151 TB M
C:) / ZONED: R-4 BENCH TIE SE_ 7812 BLACKWING CT. IN 16" MAPLE
MOSCA, GEORGE P /
/ HORN, MARY HELEN ELEV=385.96'
/ DB 15985 PG 159 5x10 SD BC
BM 1970 PG 355
PIN: 1717.06-39-6031 M
ZONED: R-4 INSTALL NEW CAST IN PLACE
7808 BLACKWING CT. ENDWALL WITH OPENING FOR 5' X 10' 3/VO G \
Z -3NOZ - Z 3NOZ / BOX CULVERT. SEE SHEET 030-S-002. G
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8" SS DIP I
REMOVE AND REPLACE 6" W DIP. SEE
ZONE E�p INSTALL NEW PER GENERAL NOTES 1-3 ON THIS SHEET
110%;SHEET 030-C-202 AND DETAILS ON SHEET 500-C-007.
VCONEJAMES RUFFIN JACKSON
ZONE 2 WILMA S. JACKSON REFER TO WAGRAM COURT STREAM
ZONE 2GEORGE J. KUPSKY DB BM 8480 PG 355 5 PG 488 SHEET 040-C-004 FOR FINAL GRADE AND
MARTINA L. KUPSKY � STABILIZATION PLAN AT ENDWALL AND
c� ZONE 2 DB 8399 PG 1477 `% PIN: ZONED 39- 192 DOWNSTREAM. PROVIDE TEMPORARY
BM 1970 PG 355 0� STABILIZATION UNTIL PERMANENT
1324 KNIGHTS WAY
PIN: 1717.06-38-8919 �v� STABILIZATION IS INSTALLED.
ZONED: R-4
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INV 366.25
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H
J K L M N O P
\ GENERAL NOTES:
INSTALL NEW CAST IN PLACE 1. INSTALL TWO (2) 6" INSERTION GATE VALVES AND REMOVE EXISTING 6" WATER LINE.
HEADWALL WITH OPENING REFER TO WAGRAM COURT STREAM
CR FOR 5'X 10' BOX CULVERT. SHEET 040-C-005 FOR FINAL GRADE AND
5x10 SD BC SEE SHEET 030-S-002. STABILIZATION PLAN AT HEADWALL AND
CF ANO 2. INSTALL NEW 6" DIP WATER LINE WHERE REMOVED AND DISINFECT PER CITY OF RALEIGH STANDARDS.
C:)
DB �„ , ., ,� UPSTREAM. PROVIDE TEMPORARY
BM 1970 PG 355 �� 3. A THRUST BLOCK SHALL BE INSTALLED ON SAME PIPE SECTION AS EACH INSERT VALVE AND ALLOWED
/ PIN: 1717.06-39-6350 STABILIZATION UNTIL PERMANENT ,0 5��
STABILIZATION IS INSTALLED. ��P TO CURE 7 DAYS PRIOR TO INSERT VALVE INSTALLATION (3 DAYS IF HIGH EARLY STRENGTH
/ ZONED: R-4 CONCRETE) ...REFERENCE DETAIL B/500 -C-007 USING RESTRAINING GLANDI.E. MEGALUG IN LIEU OF
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co
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I 1 CATCH BASIN. SEE DETAIL B/030 -S-001 FOR OPENING REINFORCEMENT. PROVIDE CONNECTION DETAILS
/ 0 E - OC/TCE KW SS MH 06 WITH BOX CULVERT SUBMITTAL.
I I �v
G I I G N G 3ad�droo, - 2O. PROVIDE PUNCH -OUT IN SECTION OF 5'X 10' BOX CULVERT TO TIE IN EXISTING 18" RCP. CONTRACTOR 07
SHALL FIELD VERIFY 18" RCP ELEVATION PRIOR TO CONSTRUCTION.
II N G --a Sad-
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3Gd z / 3O. SEE SECTION 5 ON SHEET 030-S-002 FOR PRECAST MANUFACTURER PROVIDED PVC DOWEL BLOCKOUTS
K R /
PAV - � � � IN BOX CULVERT AT WALL CONNECTION.
8" SS DIP
INSTALL NEW PER CONSTRUCTION SEQUENCE:
3+00 /' SHEET 030-C-202
$S S5 // KW SS MH 04 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM THE CITY OF RALEIGH.
2. CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT [phone] AND THE
- -----380-STORMWATER INSPECTION REGIONAL COORDINATOR AT [phone] TO SCHEDULE A
00
I 30' CITY OF RALEIGH SANITARY SE REASE NT tJ KW SS MH 03 PRECONSTRUCTION MEETING AT THE CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL
i o 0 I 3Gd13S 3Od13Sd1001 CONTACT THE INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO REVIEW THE
REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN. AT THE PRECONSTRUCTION
I �
3Gd13S600'1 MEETING, PROVIDE A PRELIMINARY CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS
'�_D 3063Sd1001 0 \E W. SHERWOOD BEAVERS OF THE PROJECT SITE.
3Gd13Sd Z \v p SANDRA K. BEAVERS
001
DB 3597 PG 261 3. NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES.
BM 1970 PG 355
\ PI -39-7359 4. INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET 030-C-002. PROPERTY
/ \ I ZO tiON� IZ 7805 ZONED: VAUXHILL DR. ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE
KWCB 02 NE 2 LEFT IN THE STREET OVERNIGHT.
j INSTALL NEW
LW w LOC I -� CATCH BASIN MZYK, MARK 8" SS DIP 5. FLAG THE LIMITS OF CONSTRUCTION.
,v1ZYK, MARY GRACE
DB 169PG 2300 INSTALL NEW PER 6. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE STABILIZATION OUTLETS SHALL BE
BM 197070 PG 355 SHEET 030-C-202 INSTALLED AT ALL LOW POINTS, INCLUDING SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE
PIN: 1717.06-39-7370
C I ZONED: R-4 I CONCENTRATED RUNOFF. SEE DETAILS ON 500-C-004.
C 7801 VAUXHILL DR.
C I 7. INSTALL PUMP AROUND AND VELOCITY DISSIPATER PER DETAIL G/500 -C-004 AS REQUIRED TO CONTROL
IN -STREAM SEDIMENT.
6" W DII 8. REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS REQUIRED TO INSTALL PROPOSED
STORMWATER INFRASTRUCTURE AS WELL AS OTHER AFFECTED UTILITIES.
9. COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITIES COMPANIES FOR RELOCATION OF PRIVATE C-0
18" SD RCP UTILITIES.
10. INSTALL SANITARY SEWER BY-PASSES.
PLAN FD FD
SCALE: 1" = 20' y y
M w
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INV 374.46
)L -EXISTING 18" Sb RCP
(2 INV. IN 374.74
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1
EXISTING 8" SS TCP 12" OF NATURAL CHANNEL
TO BE REMOVED BED MATERIAL TO BE
INV 368.76 PLACED IN PLUNGE POOL
1+00 1+20 1+40 1+60 1+80 2+00 2+20
PROFILE 1
SCALE: HOR. 1" = 20' VERT. 1" = 4'
LINE IS 2 INCHES EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
5430 Wade Park Boulevard
BrownAND Suite 200 DESIGNED: R. SPROWL
Caldwell � Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
919 233-9178
NC License No. F-0785 CHECKED: R. sPRowL
CHECKED: K. MATTFIELD
APPROVED:
E
F
EXISTING 48" SD RCP
TO BE REMOVED
2+40 2+60 2+80 3+00
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REVISIONS
ZONE I REV. DESCRIPTION
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3+20 3+40 3+60
BY I DATE I APP.
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380
375
370
365
360
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5' x ' BC @2.30%"
159 LF \
INV 374.46
)L -EXISTING 18" Sb RCP
(2 INV. IN 374.74
INV 370.80' -C - -
1
EXISTING 8" SS TCP 12" OF NATURAL CHANNEL
TO BE REMOVED BED MATERIAL TO BE
INV 368.76 PLACED IN PLUNGE POOL
1+00 1+20 1+40 1+60 1+80 2+00 2+20
PROFILE 1
SCALE: HOR. 1" = 20' VERT. 1" = 4'
LINE IS 2 INCHES EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
5430 Wade Park Boulevard
BrownAND Suite 200 DESIGNED: R. SPROWL
Caldwell � Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
919 233-9178
NC License No. F-0785 CHECKED: R. sPRowL
CHECKED: K. MATTFIELD
APPROVED:
E
F
EXISTING 48" SD RCP
TO BE REMOVED
2+40 2+60 2+80 3+00
G
REVISIONS
ZONE I REV. DESCRIPTION
H
3+20 3+40 3+60
BY I DATE I APP.
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385
380
375
370
365
360
4+00
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11.
REMOVE AND REPLACE SANITARY SEWER PIPE, SANITARY SEWER MANHOLES AND ASSOCIATED
APPURTENANCES.
12.
INSTALL STORMWATER DRAINAGE BYPASS PUMPING
SYSTEM AS SPECIFIED IN SPECIFICATION SECTION
02145.
13.
REMOVE AND REPLACE ENDWALL, HEADWALL, GRADES,
STREAMBANK, AND INSTALL PLUNGE POOL.
LID
14.
INSTALL STORMWATER BOX CULVERT, CATCH BASINS, AND ASSOCIATED APPURTENANCES. REFER TO
DETAIL E/500 -C-006 AND SECTION 15057.
15.
PERFORM STREAM STABILIZATION DOWNSTREAM OF BOX CULVERT AS SHOWN ON THE PLANS.
16.
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING GRADE WITH COMPACTED
ABC STONE UNTIL PAVEMENT IS PLACED.
WATER DISTRIBUTION / EXTENSION SYSTEM
17.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT
DRIVEWAY TURNOUTS, AND SIDEWALKS. SEE
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
CITY OF RALEIGH STANDARD DETAILS ON SHEETS
EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN
500-C-002 AND 500-C-003.
ON THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS
USED FOR THIS PROJECT SHALL CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC
18.
RESTORE SITE TO EXISTING OR PROPOSED
UTILITIES HANDBOOK.
GRADES AT CONSTRUCTION COMPLETION.
COMPLETE STABILIZATION FOLLOWING NPDES
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
STABILIZATION PLAN AND PLANTING PLAN
SHEETS. AUTHORIZATION TO CONSTRUCT
19.
NOTIFY THE STORMWATER INSPECTION
DATE
REGIONAL COORDINATOR AT [phone] TO
SCHEDULE A PRE -FINAL INSPECTION AT THE
CONCURRENT REVIEW APPROVAL
CONSTRUCTION SITE. PREPARE A PUNCHLIST OF
M
ITEMS TO BE ADDRESSED AS A RESULT OF THE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
PRE -FINAL INSPECTION.
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
20.
ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED,
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REMOVE TEMPORARY DAM AND ALL EROSION
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
AND SEDIMENTATION CONTROL MEASURES, AND
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
SCHEDULE A FINAL INSPECTION AT THE SITE. COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
FILENAME
OF Rq<
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371-030-C-101.dwg
BC PROJECT NUMBER
y ��G'y
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
150371
•
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20��,,,,
KNIGHTS WAY
AS
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DRAWING NUWN
MBER
CAR
STORMWATER DRAIN PLAN AND
PROFILE
030-C-101
SHEET NUMBER
STORMWATER
MANAGEMENT DIVISION
32 OF 79
L
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A I B I C I D I E I F I G I H
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REFER TO WAGRAM COURT STREAM
/ DRAWINGS FOR FINAL GRADE AND \
/ STABILIZATION PLAN AT ENDWALL AND
/ DOWNSTREAM. PROVIDE TEMPORARY
GREG SHANKER & RONETTA TODD STABILIZATION UNTIL PERMANENT
/ DB 14473 PG 1643 STABILIZATION IS INSTALLED.
BM 1970 PG 355
PIN: 1717.06-39-6151 T B NI
0 / ZONED: R-4 BENCH TIE SET
7812 BLACKWING CT. IN 16" MAPLE
HORN, M GEORG EN ELEV=385.96'
DB 15985 PG 159 I
BM 1970 PG 355 M
PIN: 717.06-39-6031
ONED: R-4 m
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GEORGE J. KUPSKY \ B 1970 PG 355 n
MARTINA L. KUPSKY \\ PIN: 1717.06-39-7192
DB 8399 PG 1477 \ ONED: R-4
BM 1970 PG 355 \00 PROPOSED 1324 KNIGHTS WAY
PIN: 1717.06-38-8919 \ SANITARY SEWER SYSTEM
ZONED: R-4 \ SEE SHEET 030-C-202
7709 VAUXHILL DR. \ \
\0 \
\ REFER TO WAGRAM COURT STREAM
\`p' \ DRAWINGS FOR FINAL GRADE AND
NEUSE RIPARIAN STABILIZATION PLAN AT ENDWALL AND
BUFFER ZONES DOWNSTREAM. PROVIDE TEMPORARY
\ STABILIZATION UNTIL PERMANENT
\ \ STABILIZATION IS INSTALLED.
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: B. NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
/ 4/3/18 A B C D
PLAN
SCALE: 1" = 20'
J
CROOK, JOHN T
CROOK, JILL K
DB 16735 PG 1260
BM 1970 PG 355
PIN: 1717.06-39-6350
ZONED: R-4 �6�
1321 KNIGHTS WAY,L
/01 -CE
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REVISIONS
ZONE I REV. DESCRIPTION
E I F I G I H
ANO
MZYK, MARK
MZYK, MARY GRACE
DB 16942 PG 2300
BM 1970 PG 355
PIN: 1717.06-39-7370
ZONED: R-4
7801 VAUXHILL DR.
PROPOSED
SANITARY SEWER SYSTEM
SEE SHEET 030-C-202
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SEWER SYSTEM
SEE SHEET 030-C-202
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FINAL GRADE AND STABILIZATION PLAN AT HEADWALL
AND UPSTREAM. PROVIDE TEMPORARY STABILIZATION
UNTIL PERMANENT STABILIZATION IS INSTALLED.
N O
GENERAL NOTES:
19
1. SEE DRAWING 500-C-011 FOR PLANTING SCHEDULE.
PLANTING LEGEND
41 IV IV
1 IV W W STREAM ZONE
y y y y W W
UPLAND ZONE
\
UPLAND SEED ZONE
+ + + + + TURF ZONE
+ + + +
CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-030-C-102.dw
\may OF Rq�Fi CONSTRUCTION PLANS FOR BC PROJECT NUMBER
C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
V y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
KNIGHTS WAY AS SHOWN
Co�� DRAWING NUMBER
N AR
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STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 33 OF 79
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GREG SHANKER & RONETTA TODD
/
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1643
BM 1970 PG 355
355
/ PIN: 1717.06-39-6151
ZONED: R-4 TBM
7812 BLACKWING CT. BENCH TIE SET
MARY A. YOUNG BURKE
JGA
A. REED IN 16" MAPLE
DS 12309 PG 1517 ELEV=355.96'
BM 1970 PG 355 PG 113p �+/�PIN: ZONED -38-6878 BM
PIBM 0639-6031 8" SSVCP
70 PG 355
ZONED: R-47804 BLACKWING CT. D: R-478WING CT.
KW SS MH 01
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/ \ 7709 VAUXHILLILL DR. \ \
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CRAIG W. MOREHEAD \ \
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5430 Wade Park Boulevard
Brown AND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
CALCULATIONS SHOWING THAT THE PROPOSED PUMPS CAN HANDLE THE PEAK FLOW.
DESIGNED: R sPRowL
r o,
3Od13 00-
1.A. SHORT NARRATIVE DESCRIBING HOW THE PUMPS WILL BE SET UP AND
DRAWN: B. MRUGALA
OPERATED INCLUDING:
30ol3sdl
CHECKED: R. SPROWL
FORCE MAIN
- A BACKUP PUMP MUST BE PROVIDED, AND MUST BE CONNECTED READY TO
CHECKED: K. MATTFIELD
3011001
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APPROVED:
LIFT (FT)
SEWER PLUG (SEE OUR HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION
LENGTH (FT)
�5__
4/6/18 A B C D
SHEET
030-C-202
WALTER W. JOHNSON
LINDA C. JOHNSON
DB 2138 PG 123
BM1970 PG 355
PIN: 1717.06-39-5373
ZONED: R-4
1317 KNIGHTS WAY
C8- SS VCP KW SS MH 06 z___KW SS MH 05—
8" SS VCP
DAVID P. HAYS
CLAUDIA A. HAYS
DS 9062 PG 2577
BM 1970 PG 355
PI N: 1717.06-39-6350
/ ZONED: R-4
1321 KNIGHTS WAY
•OOl II a I I ./ / -„sE
I
PROFESSIONAL ENGINEER, TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT FOR
APPROVAL PRIOR TO PUMPING OPERATIONS AND TO COORDINATE PLAN WITH
O
ADMINISTRATION ENGINEERING STAFF. BY-PASS PLAN INCLUDE HYDRAULIC
CALCULATIONS SHOWING THAT THE PROPOSED PUMPS CAN HANDLE THE PEAK FLOW.
APPROXIMATE
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3Od13 00-
1.A. SHORT NARRATIVE DESCRIBING HOW THE PUMPS WILL BE SET UP AND
PEAK FLOW
OPERATED INCLUDING:
30ol3sdl
- PUMPS SHOULD BE MANNED 24 HOURS PER DAY.
FORCE MAIN
- A BACKUP PUMP MUST BE PROVIDED, AND MUST BE CONNECTED READY TO
3011001
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LIFT (FT)
SEWER PLUG (SEE OUR HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION
LENGTH (FT)
99C /
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
1.13. A SKETCH SHOWING THE PUMPS, FORCEMAINS, ELEVATIONS, ETC.
n I
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AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
3pd13S d—
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WORK. SHOW ELEVATIONS.
3011001
3011001 I'''
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RHONDA BRIGHT-DOIRON
350
1.C. A HYDRAULIC ANALYSIS OF THE PUMPS AND FORCEMAINS, PEAK FLOW, ETC.
1
- CALCULATE THE PEAK FLOW BASED ON EITHER FIELD MEASUREMENTS, OR AN
1036
DB 10362 PG 1059
ANALYSIS OF WHAT IS CONNECTED TO THE GRAVITY MAIN.
00
- PUMP AND FORCEMAIN SIZING INCLUDING STATIC HEAD, SUCTION LIFT,
TRANSPORTATION FIELD SERVICES
BM 1970 PG 355
PUBLIC UTILITIES
2. SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED AT ANY TIME. CONTRACTOR TO
8" SS DIP(n
I ^
�olI I
PIN: 1717.06-39-7370
ZONED: R-4
3. BY-PASS PUMPS SHALL BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE
AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR SHALL
p
7801 VAUXHILL DR.
0
4. BY-PASS PUMPS SHALL BE MONITORED 24 -HOURS A DAY, BY QUALIFIED PERSONNEL,
SSMH 01 AND 06. INSTALL
WHILE IN OPERATION.
ti
5. SANITARY SEWER PIPE PLUGS SHALL BE INSTALLED ON THE DOWNSTREAM INVERT OF
—KW SSMH02
THE SUCTION MANHOLE TO ENSURE THAT NO FLOW IS ALLOWED PASSED THE PLUG.
x
6. CONTRACTOR SHALL PROVIDE AT LEAST ONE BACKUP PUMP FOR EACH MANHOLE
SSMH 02 AND 03.
BY-PASS. THE BACKUP PUMP SHALL BE CONNECTED TO THE BY-PASS FORCE MAIN TO
FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. HIGH LEVEL FLOATS
SHALL BE PLACED IN THE SUCTION MANHOLE AND CONNECTED TO THE BACKUP PUMP TO
ENSURE THE BACKUP PUMP STARTS DURING EMERGENCY CONDITIONS.
(f)
8" SS DIP
I
JAMES UFFIN JACKSON
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WIL AS.JACKSON
T1
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DB 485 PG 488
BM 970 PG 355
PI N:1 17.06-39-7192
Z NED:R-4
KW SS MH 04
1324 IGHTS WAY
KW SS MH 03
7
SUCTION I
PLAN
SCALE: 1" = 40'
F
G
ZONEIREV.
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J /
JESSE G. LINZEL
WINNIE D. LINZEL
DS 2098 PG 550
BM 1971 PG 140
LPIN: 1717.06-39-5598
ZONED
: R-4
1324 WAGRAM CT.
by
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DB 2959 PG 283
SM 1971 PG 140
PIN: 1717.06-39-7447
ZONED: R-4 '
7809 VAUX
W. SHERWOOD BEAVERS y
SANDRA K. BEAVERS
DB 3597 PG 261 '
BM 1970 PG 355
PIN: 1717.06-39-7359 I
ZONED: R-4
7805 VAUXHILL DR.
I 1
REVISIONS
DESCRIPTION
>•J
GENERAL NOTES:
x
19
1. CONTRACTOR SHALL SUBMIT A SANITARY SEWER BY-PASS PLAN, SEALED BY A NC
PROFESSIONAL ENGINEER, TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT FOR
APPROVAL PRIOR TO PUMPING OPERATIONS AND TO COORDINATE PLAN WITH
O
ADMINISTRATION ENGINEERING STAFF. BY-PASS PLAN INCLUDE HYDRAULIC
CALCULATIONS SHOWING THAT THE PROPOSED PUMPS CAN HANDLE THE PEAK FLOW.
APPROXIMATE
THE SUBMITTAL SHALL ALSO INCLUDE THE FOLLOWING:
BY-PASS
1.A. SHORT NARRATIVE DESCRIBING HOW THE PUMPS WILL BE SET UP AND
PEAK FLOW
OPERATED INCLUDING:
SUCTION STATIC
- PUMPS SHOULD BE MANNED 24 HOURS PER DAY.
FORCE MAIN
- A BACKUP PUMP MUST BE PROVIDED, AND MUST BE CONNECTED READY TO
PUMP AT ALL TIMES. (IE: PUMPS WYE CONNECTED TO FORCEMAIN, ETC.)
(GPM)
- NO FLOW THROUGH SEWER PLUGS ARE ALLOWED. USE A MECHANICAL
LIFT (FT)
SEWER PLUG (SEE OUR HANDBOOK) ON DOWNSTREAM INVERT OF SUCTION
LENGTH (FT)
MANHOLE
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
1.13. A SKETCH SHOWING THE PUMPS, FORCEMAINS, ELEVATIONS, ETC.
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
- SHOW ANY VALVES, CHECK VALVES, ROAD RAMPS, BENDS, ETC.
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
- LABEL FORCEMAIN LENGTHS AND SIZES.
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
- SHOW THE PROPOSED FORCEMAIN ROUTE RELATIVE TO THE SCOPE OF
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
WORK. SHOW ELEVATIONS.
300
- SHOW THE SUCTION AND DISCHARGE MANHOLES WITH INVERTS AND RIM
8
ELEVATIONS.
350
1.C. A HYDRAULIC ANALYSIS OF THE PUMPS AND FORCEMAINS, PEAK FLOW, ETC.
1
- CALCULATE THE PEAK FLOW BASED ON EITHER FIELD MEASUREMENTS, OR AN
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
ANALYSIS OF WHAT IS CONNECTED TO THE GRAVITY MAIN.
00
- PUMP AND FORCEMAIN SIZING INCLUDING STATIC HEAD, SUCTION LIFT,
TRANSPORTATION FIELD SERVICES
FRICTION LOSS, NPSH, MINOR LOSSES ETC.
PUBLIC UTILITIES
2. SANITARY SEWER SERVICE SHALL NOT BE INTERRUPTED AT ANY TIME. CONTRACTOR TO
STORMWATER
PROVIDE BY-PASS SYSTEM AS NECESSARY FOR CONTINUOUS SERVICE.
PLANNING/ZONING
3. BY-PASS PUMPS SHALL BE SIZED TO HANDLE THE PEAK DAILY FLOW (2.5 TIMES THE
AVERAGE DAILY FLOW) FOR THE LINE OR AREA OF WORK. THE CONTRACTOR SHALL
URBAN FORESTRY
SECURE PUMPS FROM A PUMP SUPPLIER THAT MEETS THE PEAK DAILY FLOW.
0
4. BY-PASS PUMPS SHALL BE MONITORED 24 -HOURS A DAY, BY QUALIFIED PERSONNEL,
SSMH 01 AND 06. INSTALL
WHILE IN OPERATION.
ti
5. SANITARY SEWER PIPE PLUGS SHALL BE INSTALLED ON THE DOWNSTREAM INVERT OF
THE SUCTION MANHOLE TO ENSURE THAT NO FLOW IS ALLOWED PASSED THE PLUG.
6. CONTRACTOR SHALL PROVIDE AT LEAST ONE BACKUP PUMP FOR EACH MANHOLE
SSMH 02 AND 03.
BY-PASS. THE BACKUP PUMP SHALL BE CONNECTED TO THE BY-PASS FORCE MAIN TO
FACILITATE IMMEDIATE USE UPON FAILURE OF THE PRIMARY PUMPS. HIGH LEVEL FLOATS
SHALL BE PLACED IN THE SUCTION MANHOLE AND CONNECTED TO THE BACKUP PUMP TO
ENSURE THE BACKUP PUMP STARTS DURING EMERGENCY CONDITIONS.
7. ALL EXISTING SERVICES SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION AND SWITCHED
OVER TO NEW LINES ONCE TESTED AND ACCEPTED.
(0
PROPOSED SANITARY SEWER BY-PASS PLAN SCHEDULE
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
APPROXIMATE
SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE
BY-PASS
SUCTION
PEAK FLOW
DISCHARGE
SUCTION STATIC
DISCHARGE
FORCE MAIN
WORK TO BE COMPLETED
MANHOLE
(GPM)
MANHOLE
LIFT (FT)
STATIC LIFT (FT)
LENGTH (FT)
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
REMOVE EXISTING SS LINE
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
KW SS MH 09
300
8
0
350
BETWEEN SSMH 01 AND
1
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
SS MH 07
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
06. INSTALL BETWEEN
PUBLIC UTILITIES
CSI
STORMWATER
PLANNING/ZONING
KW SS MH 05
50
URBAN FORESTRY
8
0
850
SSMH 01 AND 06. INSTALL
SSMH 02 AND 03.
1LID
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
DATE
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-030-C-201.dwg
BY DATE APP. \may OF Rq��i CONSTRUCTION PLANS FOR BC PROJECT NUMBER
V C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
ti AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
KNIGHTS WAY AS SHOWN
o�� DRAWING NUMBER
N CAR SANITARY SEWER BY-PASS PLAN
°""�"�t���'°'�� 030-C-201
Call before you dig
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 34 OF 79
J K L M N O P

A B C D E F G H I J K L M N O P
\ / GENERAL NOTES:
KW SS MH 04 �
I REMOVE EXISTING MANHOLE. Z 1. SANITARY SEWER LATERAL NOT SHOWN FOR 1321
/ GREG SHANKER & RONETTA TODD REMOVE AND REPLACE 4 -INCH Z 3N0 KNIGHTS WAY, 1324 KNIGHTS WAY, 7801 VAUXHILL
DB 14473 PG 1643 SANITARY SEWER LATERAL INTO --KW SS MH 05
O � DRIVE AND 7805 VAUXHILL DRIVE. IF FOUND O
BM 1970 PG 355 CROOK, JOHN ti
PIN: 1717.06-39-6151 TgM NEW PIPE. SEE DETAIL H/50 -C] �W �O CONNECTED TO SANITARY SEWER LINES BEING
CROOK, JILL K / REPLACED, REMOVE AND REPLACE 4 -INCH
/ ZONED: R-4 BENCH TIE SET DB 16735 PG 355 / SANITARY SEWER LATERAL. SEE DETAIL
7812 BLACKWING CT. IN 16�� MAPLE BM 1970 PG 355 oa`'� /SS/ H/500 -C-005.
GEORGE P / PIN: 1717.06-39-6350
/ HORN, EN ELEV=385.96 ZONED: R-4 L �N/ /
DB 1 985 PG 159 / 5x10 SD BC I 1321 KNIGHTS WAY,L
/ BM1970 PG 355 HEADWALL TO
PIN: 717.06-39-6031 SEE SHEET 030-C-101
ONED: R-4 BE REMOVED
Z 3NOZ I
78 WING CT. Z ANO :E/ oQG /S 8" SS VC�
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/ SEE DETAIL G/500 -C-005 l 3N I G Z N 0 fl
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NOTES ARE GENERAL AND APPLY TO SHEETS 030-S-001 THRU 030-S-002.
G 2 PRECEDENCE
PROJECT SPECIFICATIONS SUPERSEDE THESE GENERAL NOTES, SPECIFIC NOTES AND DETAILS
ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. CONTACT
ENGINEER FOR ANY CONFLICTS BETWEEN REQUIREMENTS FOR CLARIFICATION.
G 3 DIMENSIONS
CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION DIMENSIONS AND NOTIFYING
CONSTRUCTION MANAGER OF DISCREPANCIES.
G 4 PROVISIONS FOR CASTINGS
CASTING SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE
STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER CONTRACT DRAWINGS SHALL BE PROVIDED
PRIOR TO CASTING CONCRETE.
G 5 MEANS, METHODS AND CONSTRUCTION LOADS
CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS AND SEQUENCE OF CONSTRUCTION, AND
SHALL MAKE ADEQUATE PROVISION TO MAINTAIN THE INTEGRITY OF ALL STRUCTURES AT ALL
STAGES OF CONSTRUCTION. DETERMINATION OF AND PROVISIONS FOR CONSTRUCTION LOADING
SHALL BE PROVIDED BY THE CONTRACTOR.
G 6 SAFETY
CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO ENSURE THE SAFETY OF WORKERS AND
VISITORS TO THE SITE, INCLUDING BUT NOT LIMITED TO SHORING, BRACING AND ACCESS
RESTRICTION. COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY CODES AND STANDARDS.
G 7 DRAINAGE SURFACES
SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE 1/8" TO 1/4" PER FOOT.
G8 OPENINGS
OPENINGS THROUGH NEW AND EXISTING WALLS AND SLABS FOR PIPES, DUCTS, CONDUITS, ETC.,
ARE NOT ALL SHOWN ON THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PROVIDE
THESE OPENINGS IN ACCORDANCE WITH THE OTHER CONTRACT DRAWINGS.
DESIGN CRITERIA
D 1 GOVERNING BUILDING CODE
2015 NORTH CAROLINA STATE EXISTING BUILDING CODE WITH 2012 AMENDMENTS. THIS CODE
SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OR CONTRACT PROVISIONS ARE
MORE RESTRICTIVE.
D 2 GRAVITY LIVE LOADS
1. TRUCK TRAFFIC AREAS...................................300 PSF OR H-20 LOADING
WHICHEVER IS GREATER
2. ELEVATED SLABS NON -TRAFFIC ...................... 50 PSF (YARD INLETS)
FOUNDATION
F 1 DESIGN BASIS
FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS CONTAINED IN A GEOTECHNICAL REPORT
DATED MARCH 14, 2013 AND DECEMBER 11, 2013 BY S & ME, INC., PROJECT NUMBER 1051-09-268B
AND 1051-09-2688. CONTRACTOR SHALL FOLLOW THE PROJECT SPECIFICATIONS AND TAKE INTO
CONSIDERATION RECOMMENDATIONS CONTAINED IN THE REPORT. NOTIFY THE ENGINEER OF
CONFLICTS BETWEEN SPECIFICATIONS AND THE REPORT RECOMMENDATIONS FOR RESOLUTION.
ALLOWABLE FOUNDATION SOIL BEARING HAS BEEN ASSUMED TO BE 2,000 PSF. FULL HEIGHT
SATURATED SOILS HAVE BEEN ASSUMED.
F 2 MINIMUM FOUNDATION PREPARATION
DRAWINGS DESCRIBE SPECIFIC FOUNDATION PREPARATION AND REQUIREMENTS. FOUNDATION
SUBGRADE AND COMPACTED STRUCTURAL FILL SHALL BE VERIFIED FOR BEARING CAPACITY BY A
GEOTECHNICAL ENGINEER. FOR SITUATIONS NOT SPECIFICALLY NOTED, SUBMIT REQUEST FOR
CLARIFICATION TO ENGINEER PRIOR TO PROCEEDING.
F 3 DIFFERING CONDITIONS
FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION WHICH DIFFER FROM THOSE
INDICATED IN THE REPORT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
CONTRACTOR IS RESPONSIBLE FOR REPLACING WORK CONDUCTED AFTER SUCH NOTIFICATION
BUT BEFORE ENGINEER PROVIDES ADDITIONAL DIRECTIONS.
F 4 EXCAVATION, DEWATERING AND SAFETY
CONTRACTOR SHALL PROVIDE FOR ALL DE -WATERING OF EXCAVATIONS AND DESIGN/PROVIDE
ALL CRIBBING, SHORING AND BRACING REQUIRED FOR SAFETY AND TO ALLOW CONSTRUCTION OF
THE WORK PRESENTED HEREIN. SEE SPECIFICATIONS 02142 AND 02350.
F I G I H I I I J
CONCRETE
C 1 APPLICABLE CODE AND MIX DESIGN
CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE
(ACI 318 BUILDINGS AND ACI 350 ENVIRONMENTAL).
C 2 REINFORCING STEEL DETAILS
DETAILING, FABRICATION, AND ERECTION OF REINFORCING BARS, SHALL BE IN ACCORDANCE
WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES
(ACI -315), LATEST EDITION.
C 3 DESIGN STRENGTH
1. GENERAL CONCRETE................................................................f'c=4,500 PSI
PRECAST CONCRETE................................................................f'c=5,000 PSI
2. REINFORCING STEEL...............................................ASTM A-615, GRADE 60
DEFORMED BARS
C 4 CONCRETE COVER
CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO ACI 350 AND AS FOLLOWS:
1. FOOTING AND FOUNDATION CAST ON GROUND.......................................3"
2. CONCRETE IN CONTACT WITH SEWAGE OR
WATER.............................................................................................................. 2"
3. CONCRETE IN CONTACT WITH GROUND OR WEATHER
a. SLAB AND WALLS.......................................................................................2"
C 5 MINIMUM REINFORCING
CONCRETE CONSTRUCTION SHALL BE REINFORCED CONCRETE.
MINIMUM TEMPERATURE AND SHRINKAGE STEEL SHALL BE PROVIDED
(AS =.006 AREA GROSS) IN GENERAL ACCORDANCE WITH ACI -350.
C 6 EXTRA ACCESSORY BARS
IN ADDITION TO NORMAL ACCESSORIES USED TO HOLD REINFORCING STEEL FIRMLY
IN POSITION, EXTRA ACCESSORY BARS SHALL BE USED AS FOLLOWS:
1. IN SLABS, #5 RISER BARS AT 36" ON CENTER MAXIMUM TO SUPPORT TOP REINFORCING
STEEL.
2. IN WALLS WITH TWO CURTAINS #3 U OR Z -SHAPE SPACERS AT 6-0" ON CENTER EACH WAY.
C 7 REINFORCEMENT LAP SPLICES AND DEVELOPMENT LENGTHS SHALL SATISFY THE FOLLOWING
TABLE. LAP FOR WHICH THE FOLLOWING TABLE IS NOT APPLICABLE SHALL BE AS SHOWN ON THE
DRAWINGS OR SHALL BE REFERRED TO THE ENGINEER FOR DETERMINATION OF THE REQUIRED
LENGTH.
STEEL REINFORCING BAR LAP SPLICES AND DEVELOPMENT LENGTHS
LAP SPLICE SCHEDULE
BAR SIZE #3 #4 #5 #6 #7 #8 #9
TOP BAR* 2'-1" 2'-10"3'-6" 4'-3" 5'-10" 6'-9" 7'-6"
OTHER V-8" 2'-2" 2'-8" 3'-3" 4'-6" 5'-1 " 5-9"
DEVELOPMENT LENGTH SCHEDULE
BAR SIZE #3 #4 #5 #6 #7 #8 #9
TOP BAR* V-5" 2'-2" 2'-8" 3'-3" 4'-6" 5-2" 5-9"
*TOP BAR IS DEFINED AS ANY HORIZONTAL BAR PLACED ABOVE THE CENTER
OF THE SLAB AND ALL WALL HORIZONTAL REINFORCING.
C 8 WELDING REINFORCING BARS
NOT ALLOWED
C 9 STANDARD HOOKS
BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REQUIREMENTS OF
PARAGRAPH 7.1, ACI -318. PROVIDE STANDARD HOOK IN BARS WHICH TERMINATE AT WALL OR
SLAB INTERSECTIONS THAT PROVIDE LESS THAN THE SPECIFIED DEVELOPMENT LENGTH.
C10 CHAMFERS
EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS.
C 11 ANCHOR BOLTS
ANCHOR BOLTS SHALL BE ASTM A320 TYPE 316 MATERIAL. EMBEDMENT, EDGE DISTANCES AND
ALLOWABLE LOADS SHALL CONFORM TO IBC TABLE 1912.2. ANCHORAGE TO CONCRETE SHALL
UTILIZE A TWO PART, SELF MIXING, EPDXY ADHESIVE SYSTEM. CONFORM TO MANUFACTURER'S
INSTALLATION REQUIREMENTS.
K
L
M I N
BAR, LAP SPLICE, SEE
GENERAL STRUCTURAL
NOTES
CORNER
ALTERNATE BE
INTERSECTIONS
CORNER
(OPTIONAL)
BAR, LAP SPLICE, SEE
GENERAL STRUCTURAL
NOTES
II I ZES
ANDD SPAC NG SBAR AME
`l t AS HORIZONTAL
REINFORCING, TYP
CORNER INTERSECTION CORNER
(OPTIONAL)
NOTE:
90 DEGREE BENDS SHALL BE STANDARD HOOKS PER ACI 318.
DETAIL A
030-S-002
NTS
2'-0" MIN OR
DEVELOPMENT LENGTH
D
D
D D
D D
D
De
D D
D14
D e e D
D
CORNER BAR FOR
RECTANGULAR OPENING
2'-0" MIN OR
DEVELOPMENT LENGTH
OPENING STEEL NOTES:
1. SEE CIVIL DRAWINGS FOR SLAB AND WALL OPENINGS NOT
SHOWN ON STRUCTURAL DRAWINGS.
B
DETAIL
030-s-002
NTS
D
0
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CONCURRENT REVIEW APPROVAL
t�
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES (NI
STORMWATER
PLANNING/ZONING
FIRE I
URBAN FORESTRY
SITE ACCESSIBILITY '
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS
THE CITY OF RALEIGH FILENAME
AT FULL SIZE ENGINEERING SERVICES DEPARTMENT 150371-030-S-001.dw
ZONE REV. DESCRIPTION BY DATE APP. y OF R,q� CONSTRUCTION PLANS FOR 9
(IF NOT 2" -SCALE ACCORDINGLY) ��G' BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
5430 Wade Park Boulevard S AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: E BOTTORFF 8 SCALE
Raleigh, North Carolina 27607 DRAWN: T.wIBLE do D,.MD D l�� KNIGHTS WAY ASSHOWN
Caldwell (919)233-917831 �T DRAWING NUMBER
NC License No. F-0785 CHECKED: E. BOTTORFF [dnowwnt �elOw. N cnu STRUCTURAL NOTES AND DETAILS C
CHECKED: D.HABEREK Call beforeyou diU. O3O—V—oO1
APPROVED: R. SPROWL SHEET NUMBER
STORMWATER
MANAGEMENT DIVISION 36 OF XX
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030-S-002 030-S-002
24'-011
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382.50 n#5@'
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SEE SECTION 5
BELOW FOR DETAIL
TOC 1'-6" BELOW
INVERT, MIN
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rr v
FLAIN
�� 11
1/4=1-0I SECTION SECTION
030-S-001 030-S-001
NOTES:
1/4" = 1'-011 1/4" = 1'-011
1. STAMPED CONCRETE ON STREAM SIDE OF RETAINING WALL AND STONE VENEER ON EXPOSED SOIL SIDE OF RETAINING WALL. COLOR AND STYLE TO BE SELECTED BY CITY, AND SHALL BE SIMILAR TO WALL TREATMENT ON
HEADWALL LOCATED AT 7905 HAYMARKET LANE, DOWNSTREAM OF KNIGHTS WAY. STONE VENEER SHALL BE ADHERED TO UNDERLYING CONCRETE WALLS WITH AN ALL-WEATHER EPDXY ADHESIVE RECOMMENDED BY THE
MANUFACTURER.
2. GUARDRAIL SHALL BE BLACK ANODIZED ALUMINUM, WITH VERTICAL PICKETS 6" ON CENTER TO CLOSELY MATCH INSTALLED GUARDRAIL ON HEADWALL AT 7605 HAYMARKET LANE DOWNSTREEAM OF KNIGHTS WAY. HEIGHT
OF GUARDRAIL SHALL BE APPROXIMATELY 2'-6" FOOT ABOVE TOP OF HEADWALL TO PROVIDE A MINIMUM HEIGHT FROM FINISHED GRADE OF 42 INCHES. MEASUREMENTS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.
Q0 GUARDRAIL SHALL BE SURFACE MOUNTED TO TOP OF CONCRETE HEADWALL USING PRE -MANUFACTURED HEAVY-DUTY 4 -BOLT BASES WITH STAINLESS STEEL, EPDXY ADHESIVE ANCHORS WITH A 3 -INCH MINIMUM
EMBEDMENT INTO THE CONCRETE HEADWALL. PROVIDE DETAILS OF INTENDED INSTALLATION FOR APPROVAL.
3. STONE CAP SHALL BE SIMILAR IN SHAPE AND COLOR TO BLOCK USED FOR HEADWALL LOCATED AT 7905 HAYMARKET LANE, DOWNSTREAM OF KNIGHTS WAY. CAP UNITS SHALL BE ADHERED TO UNDERLYING CONCRETE
WALLS WITH AN ALL-WEATHER EPDXY ADHESIVE RECOMMENDED BY THE MANUFACTURER. CAP UNITS SHALL BE CUT TO FIT AROUND THE GUARDRAIL MOUNTS ON THE RETAINING WALL WITH 1/211 -INCH WIDE DRAINAGE
SLOTS SO AS NOT TO POND WATER.
14'-0"
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BrownAND • Suite 200 DESIGNED: E. BOTTORFF
N • Raleigh, North Carolina 27607 DRAWN: T. wIBLE
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N NC License No. F-0785
cl CHECKED: D. HABEREK
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GUARDRAIL SEE
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STONE CAP SEE
NOTE 3
TOC EL 378.50
#5 ADHESIVE DOWEL,
CENTERED, @10" O.C.
W/6" EMBEDMENT
#5@10" EW, EF
#5@10" EW, T&B
TOC 1'-6" BELOW
INVERT, MIN
L
#7 DOWELS @2'-0" O.C.
W/9" EMBEDMENT, SET
5'-011 DOWELS 2" BELOW
1'-011 TOP OF CULVERT AND
FILL WITH NON -SHRINK
GROUT, TYP
SECTION 4
030-S-001
1/4"
= 1'-0"
F I G
ZONEIREV.
#5@10" H, EF
TOC 1
TOC EL 378.50 INVEF
PRECAST MANUFACTURER TO PRI
BLOCKOUT @ 2'-0" O.C. FOR #7 DO
CULVERT
.� TOC EL 370.80
6" MIN
— #5@10" H, EF
#5@10" LJ
SECTION 5
030-S-001
1/4"
= 1'-0"
REVISIONS
DESCRIPTION BY DATE APP.
Jul
Know whafs below.
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SECTION 3
030-S-001
1/4" = 1'-011
D
STONE CAP
SEE NOTE 3
WALL TREATMENT
SEE NOTE 1
V IVIIIV � I I."._;TURAL FILL
ABOVE COMPACTED GRADE
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STORMWATER
MANAGEMENT DIVISION
K I L
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030-S-001
1/4"
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V IVI IIV V I I\VV I LJI x/ -%L I ILL
ABOVE COMPACTED GRADE
CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
CONSTRUCTION PLANS OF PROPOSED
AUDUBON DRIVE, RAINWOOD LANE, KNIGHTS WAY, AND WAGRAM COURT
DRAINAGE SYSTEM IMPROVEMENTS AND STREAM STABILIZATION PROJECT
KNIGHTS WAY
HEADWALL AND ENDWALL
PLANS, SECTIONS, AND DETAILS
M N O
FILENAME
150371-030-S-002.dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
030—S-002
SHEET NUMBER
37 OF XX

A I B I C I D I E I F I G I H I I I J I K I L
o S \ \ \ \ \
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5430 Wade Park Boulevard
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LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
z
DESIGNED: R sPRowL
SCALE
DRAWN: B. MRUGALA
AS SHOWN
CHECKED: R. SPROWL
N
CHECKED: K. MATTFIELD
040-C-001
O
APPROVED:
z
SHEET NUMBER
/ 4/6/18 A B C D E
i
PAUL M. JOHNSON
GERALDINE F. JOHNSON
DB 2098 PG 164
BM 1971 PG 140 j
PIN:1717393750
ZONED: R-4
1312 WAGRAM CT.
WATER \LALVE
PHILLIP MICHAEL WILLIS
NANCY SESSOMS WILLIS
DB 2406 PG 394
BM 1971 PG 140
PIN:1717393660
ZONED: R-4
1316 WAGRAM CT. /
/
/
ZONE REV.
F G
\
JAMES JAY CASSAVANT
MARY MARTIN CASSAVANT
CO -TRUSTEES OF SANDRINGHAM TRUST \
DB 15121 PG 1993 \
BM 1971 PG 140
PIN:1717394565
ZONED: R-4
1320 WAGRAM CT.
PLAN
SCALE: 1" = 20'
H
REVISIONS
DESCRIPTION
J
JESSIE G. LINZEL
WINNIE D. LINZEL
DB 2098 PG 550
BM 1971 PG 140
PIN:1717395598
ZONED: R-4
1324 WAGRAM CT.
x
Know what's hID1OW.
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K
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\ NEUSE RIPARIAN
BUFFER ZONES (TYP)
N
THE CITY OF RALEIGH
O
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
z
BC PROJECT NUMBER
150371
SCALE
N
AS SHOWN
N
I
040-C-001
O
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STORMWATER
MANAGEMENT DIVISION
L
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GENERAL NOTES:
1. 2 -INCH WATER MAIN ALONG WAGRAM COURT MAY BE
REPLACED PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL VERIFY LOCATION OF WATER
MAIN PRIOR TO WORK.
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CONCURRENT REVIEW APPROVAL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
FILENAME
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
150371-040-C-001.dwg
BC PROJECT NUMBER
150371
SCALE
WAGRAM COURT
AS SHOWN
DRAWING NUMBER
EXISTING CONDITIONS 1
040-C-001
SHEET NUMBER
38 OF 79
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CD ZONE REV. DESCRIPTION BY DATE APP. �-k q<<c� CONSTRUCTION PLANS FOR BC PROJECT NUMBER
(IF NOT 2" - SCALE ACCORDINGLY)
W U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
Q 5430 Wade Park Boulevard 0 AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
- 2 Brown AND B. NASH SCALE
Suite 200 DESIGNED:
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o ` °'° " ���
WA RAM COURT AS SHOWN
a Caldwell [phone] CHECKED: B. NASH Know �1�DViF. STH CARO~ DRAWING NUMBER
NC License No. F-0785 EXISTING CONDITIONS 3
a CHECKED: K. MATTFIELDSTORMWATER Call before YOU dig 040-�-003
SHEET NUMBER
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40 OF 79
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55
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Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: B. NASH SCALE
97
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA 20 <s..,,,�°.� ��� WAGRAM COURT ASSHOWN
a Caldwell [phone] CHECKED: B. NASH STA CARo� DRAWING NUMBER
NC License No. F-0785
Knowwhat'sbs ef ore you
EXISTING CONDITIONS 4 040-C-004
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SHEET NUMBER
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GENERAL NOTES:
1. CLEAR AND GRUB ALL AREAS WITHIN LIMITS OF
CONSTRUCTION (LOC) AS REQUIRED TO COMPLETE THE
WORK. p
2. ALL 4" CPP ROOF DRAINS REMOVED AS PART OF THE
WORK SHALL BE REPLACED AND ROUTED TO STREAM.
3. POSITIVE DRAINAGE TO CATCH BASINS SHALL BE
PROVIDED WHEN REPAVING.
4. CONTRACTOR SHALL MAINTAIN A TRAVEL LANE ALONG
WAGRAM COURT WITHIN RIGHT OF WAY TO ALLOW FOR
W / 0 PROPERTY ACCESS BY OWNERS AND EMERGENCY
SERVICES.
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DB 16528 PG 488 ,,nn,, REMOVE AND REPLACE CONCRETE
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LOC�SEE DETAILS A AND C/500 -C-003
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SANDRA L. LABUS ,�2, EIP IPF MARY CATHERINE CURRIN
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1317 WAGRA T. � -<
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PAUL M. JOHNSON
GERALDINE F. JOHNSON
DB 2098 PG 164
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ZONED: R-4
1312 WAGRAM CT.
10,
LIMITS OF RE -PAVING (TYP). REMOVE AND REPLACE CURB AND
GUTTER AS NECESSARY FOR THE WORK ON BOTH SIDES OF
STREET. (TYP) SEE DETAILS A, B, C, AND F/500 -C-002.
PHILLIP MICHAEL WILLIS
NANCY SESSOMS WILLIS
DB 2406 PG 394
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Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R sPRowL
DRAWN: B. MRUGALA
CHECKED: R. SPROWL
CHECKED: K. MATTFIELD
APPROVED:
/ 4/9/18 A
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
WAGRAM COURT
CLEARING AND DEMOLITION PLAN 1
M
N
FILENAME
150371-040-C-005. dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-005
SHEET NUMBER
42 OF 79
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A B C D E F G H I J K L M N O P
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DB 13991 PG 213
BM 1980 PG 65
PIN:1717298937
ZONED: R-4
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[BrownANDSulte 200
Raleigh, North Carolina 27607DRAWN:
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NC License No. F-0785
1
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
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BRENDA S. BOWERS
DB 13991 PG 213
BM 1980 PG 65
PIN:1717298937
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[BrownANDSulte 200
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NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: R sPRowL
B. MRUGALA
CHECKED: R. SPROWL
CHECKED: K. MATTFIELD
APPROVED:
4/9/18 A B C D E F
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BM 1970 PG 33
REMOVE AND REPLACE
DRIVEWAY APRON (TYP OF
2), SEE DETAIL A/500 -C-003
LIMITS OF RE -PAVING (TYP). REMOVE AND REPLACE CURB AND
GUTTER AS NECESSARY FOR THE WORK ON BOTH SIDES OF
STREET. (TYP) SEE DETAILS A, B, C, AND F/500 -C-002.
ZONEIREV.
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SCALE: 1" = 20'
REVISIONS
DESCRIPTION
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REMOVE AND REPLACE
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REMOVE AND REPLACE CONCRETE
DRIVEWAY AND DRIVEWAY APRON.
SEE DETAILS A AND C/500 -C-003
STANLEY
STANLEY H. GANTMAN
MURIEL C. GANTMAN
DB 2070 PG 391
BM 1970 PG 330
BM 1970 PG 11
PIN:1717391973
ZONED: R-4
1301 WAGRAM CT.
� �� W WAGRAM COOK
SAA
1. CLEAR AND GRUB ALL AREAS WITHIN LIMITS OF CONSTRUCTION
(LOC) AS REQUIRED TO COMPLETE THE WORK.
2. ALL 4" CPP ROOF DRAINS REMOVED AS PART OF THE WORK
SHALL BE REPLACED AND ROUTED TO STREAM.
3. POSITIVE DRAINAGE TO CATCH BASINS SHALL BE PROVIDED
WHEN REPAVING.
4. CONTRACTOR SHALL MAINTAIN A TRAVEL LANE ALONG WAGRAM
COURT WITHIN RIGHT OF WAY TO ALLOW FOR PROPERTY
ACCESS BY OWNERS AND EMERGENCY SERVICES.
ROBERT TRAVIS
BETTY TRAVIS
DB 9788 PG 2210
BM 1971 PG 140
PIN:1717392994
ZONED: R-4
1305 WAGRAM CT.
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
URBAN FORESTRY_
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
A OF Rq< CONSTRUCTION PLANS FOR
�Z NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
WAGRAM COURT
?TN CARO~
CLEARING AND DEMOLITION PLAN 2
STORMWATER
MANAGEMENT DIVISION
K I L M N
FILENAME
150371-040-C-006.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-006
SHEET NUMBER
43 OF 79
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A B C D E F G H I J K L M N O P
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ONE 2 WILMA S. JACKSON
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MARTINA L. KUPSKY - \ BM 1970 PG 355
/ DB 8399 PG 1477 \ PIN: 1717.06-39-7192
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PIN: 1717.06-39-7370 KNIGHTS WAY IMPROVEMENTS BM 1971 PG 140 m' PUBLIC UTILITIES N
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7801 VAUXHILL DR. �ED: R-4 STORMWATER
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ISITE ACCESSIBILITY
ti SCALE: 1" = 20'
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`r' LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF R 150371-040-C-007.dwg
C� ZONE REV. DESCRIPTION BY DATE APP. �A q<<c� CONSTRUCTION PLANS FOR BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
W U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND B. NASH SCALE
Suite 200 DESIGNED:
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA ti�'�
WA RAM U RT ASSHOWN
a Caldwell [phone] CHECKED: B. NASH Know �11DViF. STH CARO~ DRAWING NUMBER
NC License No. F-0785 CLEARING AND DEMOLITION PLAN 3
a CHECKED: K. MATTFIELD Call before YOU dig 040—C-007
SHEET NUMBER
i v APPROVED:TORMWATER
44 OF 79
MANAGEMENT DIVISION
55
4/9/18 A B C D E F G H I J K L M N O P

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ENGINEERING SERVICES DEPARTMENT
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C7 ZONE REV. DESCRIPTION BY DATE APP. �y <c�, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY) �
uJ V C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND B. NASH SCALE
Suite 200 DESIGNED: �
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o `'°•° " ���
WA RAM U RT ASSHOWN
a Caldwell [phone] CHECKED: B. NASH �N CARo� DRAWING NUMBER
NC License No. F-0785 Know �elov.
CLEARING AND DEMOLITION PLAN 4 040-C-008
a CHECKED: K. MATTFIELDll boreUdig
SHEET NUMBER
APPROVED:TORMWATER
45 OF 79
MANAGEMENT DIVISION
55
4/9/18 A B C D E F G H I J K L M N O P

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Raleigh, North Carolina 27607
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NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
PUMP AROUND CONSTRUCTION SEQUENCE:
1.
DESIGNED: B. NASH
DETAILS.
2.
DRAWN: B. MRUGALA
PAUL M. JOHNSON
HOSE AND REQUIRED DIVERSION PUMP. OUTFALL DIVERTED CLEAN
CHECKED: B. NASH
GERALDINE F. JOHNSON
CHECKED: K. MATTFIELD
DB 2098 PG 164
INSTALL DEWATERING HOSE, SILT BAG, AND REQUIRED PUMP AND
APPROVED:
BM 1971 PG 140
5.
INSTALL SEDIMENT DIKE UPSTREAM OF PROPOSED CLEANWATER
�5__
4/10/18 A B C D
PHILLIP MICHAEL WILLIS
NANCY SESSOMS WILLIS
DB 2406 PG 394
BM 1971 PG 140
PIN:1717393660
ZONED: R-4
1316 WAGRAM CT.
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H
REVISIONS
DESCRIPTION
CLEAN WATER
DISCHARGE HOSE SEE
DETAIL G/500 -C-004
W I \�
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1.
SEE DETAILS G&H/500-C-004 FOR PUMP AROUND AND SILT BAG
DETAILS.
2.
INSTALL CLEAN WATER DIVERSION DIKE, CLEAN WATER DIVERSION
PAUL M. JOHNSON
HOSE AND REQUIRED DIVERSION PUMP. OUTFALL DIVERTED CLEAN
GERALDINE F. JOHNSON
/
DB 2098 PG 164
INSTALL DEWATERING HOSE, SILT BAG, AND REQUIRED PUMP AND
BM 1971 PG 140
5.
INSTALL SEDIMENT DIKE UPSTREAM OF PROPOSED CLEANWATER
PIN:1717393750
DIVERSION OUTFALL.
6.
ZONED: R-4
7.
ROUGH GRADE STREAMBANK TO APPROXIMATE FINAL GRADES
1312 WAGRAM CT.
SHOWN ON STREAM DRAWINGS.
/
PHILLIP MICHAEL WILLIS
NANCY SESSOMS WILLIS
DB 2406 PG 394
BM 1971 PG 140
PIN:1717393660
ZONED: R-4
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DISCHARGE HOSE SEE
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DETAILS.
2.
INSTALL CLEAN WATER DIVERSION DIKE, CLEAN WATER DIVERSION
HOSE AND REQUIRED DIVERSION PUMP. OUTFALL DIVERTED CLEAN
WATER INTO STREAM AT DOWNSTREAM END OF PROJECT AREA AS
SHOWN ON THIS SHEET.
3.
INSTALL DEWATERING HOSE, SILT BAG, AND REQUIRED PUMP AND
DEWATER CONSTRUCTION AREA.
5.
INSTALL SEDIMENT DIKE UPSTREAM OF PROPOSED CLEANWATER
DIVERSION OUTFALL.
6.
INSTALL STORMWATER DRAIN AND SANITARY SEWER.
7.
ROUGH GRADE STREAMBANK TO APPROXIMATE FINAL GRADES
SHOWN ON STREAM DRAWINGS.
8.
TEMPORARILY STABILIZE STREAMBANKS PER SEEDING AND PLANTING
TABLES ON SHEET 010-C-003, DETAILS A&C/500-C-008, AND
SPECIFICATION SECTIONS 02900 AND 02933.
9.
REMOVE ALL PUMP AROUND HOSES, PUMPS, AND DIKES.
DEWATERING
DISCHARGE HOSE
SEE DETAIL
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES C\I
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-040-C-010.dwg
\�A OF R4ENGINEERING
CONSTRUCTION PLANS FOR BC PROJECT NUMBER
U G'� NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
WAGRAM COURT AS SHOWN
STN CN' DRAWING NUMBER
EROSION AND SEDIMENTATION CONTROL PLAN 1 040-C-010
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 47 OF 79
K I L M N 0 P

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MARY A. YOUNG BUI- SIN: 1717.0639-6031 �,
DB 12309 PC ZONED: R ! o
BM 1970 PG z ?808 BEACKWIK.
PIN: 1717.063863
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PROPOSED 5'X 10' CONCRETE PHASE 5 CLEAN WATER DISCHARGE � PROPOSED 15 RCP,
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W U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
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BrownAND Suite 200 DESIGNED: B. NASH SCALE
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WA RAM COURT AS SHOWN
a Caldwell [phone] CHECKED: B. NASH Know what's �1�DViF. STH CARO~ DRAWING NUMBER
NC License No. F-0785 EROSION AND SEDIMENTATION CONTROL PLAN 3
a CHECKED: K. MATTFIELD Call before YOU dig 040—C-0 12
SHEET NUMBER
i v APPROVED:TORMWATER
49 OF 79
MANAGEMENT DIVISION
55
4/10/18 A B C D E F G H I J K I L M N O P

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5430 Wade Park Boulevard
BrownAND SUlte 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
DESIGNED: B. NASH
DRAWN: B. MRUGALA
CHECKED: B. NASH
CHECKED: K. MATTFIELD
APPROVED:
ZONE 1
ZONE 2 PLAN
SCALE: 1" = 20'
4/10/18 A B C D E F
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REVISIONS
DESCRIPTION
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CONCURRENT REVIEW APPROVAL
601
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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 PART, NOR SHALL IT BE
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DESIGNED: B. NASH
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CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
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THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
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STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
WAGRAM COURT
NPDES STABILIZATION PLAN 5
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150371
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AS SHOWN
DRAWING NUMBER
040-C-019
SHEET NUMBER
56 OF 79
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PAUL JAEGER WC CB 01
DB 34 /
PG 730 Ls �� LS INSTALL NEW
BM 1 1 PG 140 CATCH BASIN ;£ PAUL M. JOHNSON
PIN:17396702 \ I \ / GERALDINE F. JOHNSON
ZONf-ID: R-4 DB 2098 PG 164
1321 WAGRAM CT. / / BM 1971 PG 140
I / / PIN:1717393750
ZONED: R-4
I
LSA 1312 WAGRAM
T.
24' SD CRCP
°a e
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"�
LSA p0/�
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CARL L. LABUS
LSA
�� 90ti / / ` SANDRA L. LABUS
Zd,,,Z/ / �O DB 2237 PG 36
BM 1971 PG 140
Tz6b+ PIN:1717392789
BRYAN CLEMENT RRIN `dd„ �` 5� ZONED: R-4
MARY CATHERINE C RIN 1306 WAGRAM CT.
REFER TO DRAWING 040-C-006 DB 13661 PG 931gM 1971 PG
FOR 24" RCP TIE INTO STREAM PIN:1717395840 O/
° ZO I � ZONED: R-4 41
6 L8E+\ 1317 WAGRAM CT. / / 6'zob
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2" W STEEL l \ INSTALL
/ / \ z C.7 .' / + --- \ \ NEW MH
?OP -388.86'\ 0 SA EDWARD H. CHAMBERS
)NV(NE)381.95' / 1 MEGAN L. CHAMBERS \ \
NV SW =3&2-5=3&2-5
I NP9- /z DB 11743 PG 2448
381.35' \
V(SE)--381.25' 0 BM 1971 PG 140
W
LC 01)) \ PIN:1717394899
ZONED: R-4 \ \ 400. M
1313 WAGRAM CT. A*
PLAN
SCALE: 1" = 20'
L
I,v
4" SD RCP
6 4+00 e0
I
49+50 50+00 50+50 51+00 51+50
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 5'
=
0
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a 0
<-0
5430 Wade Park Boulevard
BrownAND Sulte 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
CONSTRUCTION SEQUENCE:
4
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
DRAWN: B. MRUGALA
TEMPORARILY RELOCATE,
CHECKED: R. SPROWL
O
CHECKED: K. MATTFIELD
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
MAINTAIN SERVICE AND
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL CONTACT THE
RESET WM STA. 51+95
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
RE
OVE, STORE AND
PLAN. AT THE PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
RE
ET MB STA. 51+80
3.
NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES.
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET
EXISTING GRADE --\
020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
NO CONSTRUCTION EQUIPMENT SHALL BE LEFT IN THE STREET OVERNIGHT.
o
i
6. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS, INCLUDING
U
i '
SEE DETAILS ON 500-C-004.
7.
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
CDLO
i
REQUIRED TO INSTALL PROPOSED STORMWATER INFRASTRUCTURE AS WELL
AS OTHER AFFECTED UTILITIES.
8.
0
RELOCATION OF PRIVATE UTILITIES.
9. INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN
a
EXISTING WATER
DISSIPATER PER DETAIL G/000 -C-004 AS REQUIRED TO CONTROL IN -STREAM
SEDIMENT.
006 m J /'
SERVICE
I�
4
ASSOCIATED APPURTENANCES.
11.
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING
+
GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
12.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS, AND
M
W /
AND 500-C-003.
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
M
/
PLAN AND PLANTING PLAN SHEETS.
cD
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR AT (919)
Q a J
w / �� / /
EXISTING 2" WM
PREPARE A PUNCHLIST OF ITEMS TO BE ADDRESSED AS A RESULT OF THE
PRE -FINAL INSPECTION.
U) O Z
w
ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND SCHEDULE A
FINAL INSPECTION AT THE SITE.
�
EXISTING WATER
2
SERVICE
1g6LF
SEE 040-C-106 FOR TIE-IN OF
/
PIPE OUTFALL TO STREAM
/
3
-/
----2222211
r �
3LF24"RCP@3.07%
//------------
7
INV OUT 388.00
-
INV OUT 383.00
A EXISTING 8" SS VCP
11�
3
49+50 50+00 50+50 51+00 51+50
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 5'
=
0
w
C0�
N
o a
M
a 0
<-0
5430 Wade Park Boulevard
BrownAND Sulte 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
CONSTRUCTION SEQUENCE:
DESIGNED: R sPRowL
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
DRAWN: B. MRUGALA
FROM THE CITY OF RALEIGH.
CHECKED: R. SPROWL
O
CHECKED: K. MATTFIELD
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
APPROVED:
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
4/10/18 A B C D
F
G
ZONEIREV.
H
REVISIONS
DESCRIPTION
52+00
BY I DATE I APP.
J
52+50
w
Know what's h01OW.
Call before you dig
10
M
53+00
M
N
O
P
CONSTRUCTION SEQUENCE:
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
FROM THE CITY OF RALEIGH.
O
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL CONTACT THE
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
PLAN. AT THE PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
PROJECT SITE.
3.
NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES.
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET
020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
NO CONSTRUCTION EQUIPMENT SHALL BE LEFT IN THE STREET OVERNIGHT.
5.
FLAG THE LIMITS OF CONSTRUCTION.
6. INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS, INCLUDING
SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE CONCENTRATED RUNOFF.
SEE DETAILS ON 500-C-004.
7.
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
00
REQUIRED TO INSTALL PROPOSED STORMWATER INFRASTRUCTURE AS WELL
AS OTHER AFFECTED UTILITIES.
8.
COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITIES COMPANIES FOR
RELOCATION OF PRIVATE UTILITIES.
9. INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN
SPECIFICATION SECTION 02145 AND INSTALL PUMP AROUND AND VELOCITY
DISSIPATER PER DETAIL G/000 -C-004 AS REQUIRED TO CONTROL IN -STREAM
SEDIMENT.
10.
INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND
I�
ASSOCIATED APPURTENANCES.
11.
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING
GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
12.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS, AND
SIDEWALKS. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS 500-C-002
AND 500-C-003.
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
COMPLETION. COMPLETE STABILIZATION FOLLOWING NPDES STABILIZATION
PLAN AND PLANTING PLAN SHEETS.
cD
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR AT (919)
996-3505 TO SCHEDULE A PRE -FINAL INSPECTION AT THE CONSTRUCTION SITE.
PREPARE A PUNCHLIST OF ITEMS TO BE ADDRESSED AS A RESULT OF THE
PRE -FINAL INSPECTION.
15. ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY DAM AND
ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND SCHEDULE A
FINAL INSPECTION AT THE SITE.
LO
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-040-C-101.du
O\�y OF Rq�Fi CONSTRUCTION PLANS FOR BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
WAGRAM COURT AS SHOWN
STN CAROB DRAWING NUMBER
STORMWATER DRAIN PLAN AND PROFILE 1 040-C-101
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 57 OF 79
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Allori. DB 4494 PG 76
BM 1970 PG 11 3snoH 3w�� 1iORia
24" SD RCP - 24" SD RCP abldod„11 BM 1970 PG 330 k2]O_LS 3NO
!� PIN:1717391797
CARL \ \� \ WC SD MH 01 SANDR L .LAS ZONED: R-4 Z8 LLb
\ 78jDUB\ON
\ INSTALL NEW MANHOLE DB 2 P Iaooanooa.olo
BM 971 140 bs,
1 3 789 / NED: R 46 WAGRAM ¢'T.31clWC SD MH 02 s3Nbdbc
INSTALL NEW MANHOLEbsaw bSl
3NId..9lx, —_ 1�
\ \
3NId.91.
\ v
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AT FULL SIZE
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\ \
GENERAL NOTES:
3 0,1
\ 00-80 / 55+00 56+
00'\\\
\
\
/ .
3NId
—� C. MOORE
IAM
CHECKED: R. SPROWL
---
\
RESET MB STA. 56+61
3uanw PATRICIA C. MOORE
/
JOYCE S. AGNER
1.
3dba0.,g DB 6544 PG 443
/
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
g
J
DB 3387 PG 853
si BM 1970 PG 330
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
BM 1970 PG 330
PUBLIC UTILITIES
W --am 1970 PG 11
STORMWATER
— —
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
BM 1970 PG 11
o 9z,Sob-S PIN:1717390705
'= s�
AND
URBAN FORESTRY
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
AANINI ZONED: R-4
,zVg0b=1
9Ego
-d01
\
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REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
_
7 17 AUDUBON DR.
57+18
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
/
L'Z4ti+`
7821 AUDUBON DR.
3.
I I
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET
o
020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
MAINTAIN SERVICE AND
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ao-i
6.
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3NId.91.
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LINE IS 2 INCHES
nm
S41
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
\ \
GENERAL NOTES:
3 0,1
\ 00-80 / 55+00 56+
00'\\\
\
\
/ .
3NId
>!f
------------------
--------------- --
CHECKED: R. SPROWL
---
9b
sl VS1
\ \
\ \ 3ldVW„6l\
M
WAGRAM CT. - -- £`t7
(40' PUBLIC R/W)
M M
1
- / Al o
ibc
—Sl dl
D \
\ \Il3�nv bs1 \ —BDALTF \�
ONOO FRl
VM1 "IF
”R
4 T
M
ONOODAVID STAFFORD GREEN
ANNE LORRAINE GREEN l9'6b+
DB 3578 PG 150 2” WSTEEL
BM 1971 PG 140 I IL'L6b+ I
PIN:1717394904 I / --- S 6Z +
\ I
I
ZONED: R-4 / U
„ z I
1309 WAGRAM CT. 2 W STEEL o
\
/ 1 04.1
8" SS VCP ab3d o` p. -
ROBERT TRAVIS STANLEY H. GANTMAN dbw"g
BETTY TRAVIS MURIEL C. GANTMAN 12' W DIP I 1
DB 9788 PG 2210 DB 2070 PG 391 I I
BM 1971 PG 140 BM 1970 PG 330 I \
PIN:1717392994 BM 1970 PG 11
ZONED: R-4 PIN:1717391973
1305 WAGRAM CT. 3:ZONED: R-4 MATCHLINE SHEET 040-C-103
I
E 1301 WAGRAM CT. \ \ 1
C,LO
� I
PLAN
SCALE: 1"=20'
\
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
GENERAL NOTES:
a
18" SDRCP
SANITARY SEWER LATERAL NOT SHOWN FOR 7821 AUDUBON
J
WC CB 02
DRIVE. CONTRACTOR SHALL FIELD LOCATE PRIOR TO INSTALLING
CHECKED: R. SPROWL
INSTALL NEW CB
O
RESET MB STA. 56+61
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
APPROVED:
JOYCE S. AGNER
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
g
J
DB 3387 PG 853
TEMPORARILY RELOCATE,
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
BM 1970 PG 330
PUBLIC UTILITIES
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
STORMWATER
— —
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
BM 1970 PG 11
MAINTAIN SERVICE
AND
URBAN FORESTRY
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
PIN:1717299895
REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
_
ZONED: R-4
57+18
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
/
I
7821 AUDUBON DR.
3.
I I
24" SD RCP
�I I o v/
J
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a„,0 .•a 43d
1
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9'6l
qaaba3osl
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53+00
53+50
54+00
=
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w
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'�f
N
o a
M
a 0
<-0
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
GENERAL NOTES:
REMOVE, STORE AND
1.
SANITARY SEWER LATERAL NOT SHOWN FOR 7821 AUDUBON
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
DRAWN: B. MRUGALA
DRIVE. CONTRACTOR SHALL FIELD LOCATE PRIOR TO INSTALLING
CHECKED: R. SPROWL
PROPOSED 24" RCP.
O
RESET MB STA. 56+61
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
APPROVED:
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
FROM THE CITY OF RALEIGH.
TEMPORARILY RELOCATE,
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
PUBLIC UTILITIES
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
STORMWATER
— —
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
MAINTAIN SERVICE
AND
URBAN FORESTRY
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
O
REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
RESET WM STA
57+18
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
PROJECT SITE.
3.
TEMPORARILY RELOCATE,
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET
o
020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
MAINTAIN SERVICE AND
5.
FLAG THE LIMITS OF CONSTRUCTION.
00
6.
U
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS, INCLUDING
RESET WM STA. 56+30
SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE CONCENTRATED RUNOFF.
SEE DETAILS ON 500-C-004.
0
0
7.
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
REQUIRED TO INSTALL PROPOSED STORMWATER INFRASTRUCTURE AS WELL
AS OTHER AFFECTED UTILITIES.
8.
COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITIES COMPANIES FOR
RELOCATION OF PRIVATE UTILITIES.
I�
9.
INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN
N O
O COJ
2
DISSIPATER PER DETAIL G/000 -C-004 AS REQUIRED TO CONTROL IN -STREAM
O
SEDIMENT.
10.
E)
CO
+
�
ASSOCIATED APPURTENANCES.
EXISTING GRADE
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING
U
o
o
GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
V
v
w
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS, AND
SIDEWALKS. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS 500-C-002
AND 500-C-003.
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
COMPLETION. COMPLETE STABILIZATION FOLLOWING NPDES STABILIZATION
w---
425
PLAN AND PLANTING PLAN SHEETS.
°0° a
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR AT (919)
996-3505 TO SCHEDULE A PRE -FINAL INSPECTION AT THE CONSTRUCTION SITE.
(n
Cn
--------------- _—�
co
N N M Q
LO
___---
ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY DAM AND
F,o Q
GAS
ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND SCHEDULE A
_---_—_
_
GAS
---__���
m 1 o—_----
EXISTING
WATER
—
_—
--
oco N w
LO � o
—_
a w w
U> Q J
—
—
__
cwn I
EXISTING WATER
EXISTING 18" SDR
DIP SERVICE
_
—
INV OUT 407
39
18" SD RCP TO
—
EXISTING WATER
BE REMOVED — — —
EXISTING 12"
WM
— —
EXISTING 8" SS VCP
FZ—
— —
— — —
—
—
@
INSTALL CONCRETE CRADLE
SEE DETAIL D/500 -C-005
�i
155 `F 24, FtCP
GAS
f— 210 LF 24" RCP @0.52%
LF 24" RCP @2.02%
r 69
114V
IN 403.90
INV
OUT 403.70
INV IN 402.60
INV OUT 402.40
INV
IN 401.00
INV
OUT 400.80
53+00
53+50
54+00
=
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w
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'�f
N
o a
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a 0
<-0
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
GENERAL NOTES:
DESIGNED: R SPROWL
1.
SANITARY SEWER LATERAL NOT SHOWN FOR 7821 AUDUBON
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
DRAWN: B. MRUGALA
DRIVE. CONTRACTOR SHALL FIELD LOCATE PRIOR TO INSTALLING
CHECKED: R. SPROWL
PROPOSED 24" RCP.
O
CHECKED: K. MATTFIELD
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
APPROVED:
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
54+50 55+00
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 5'
4/11/18 A B C D E F
G
ZONEIREV.
H
55+50
REVISIONS
DESCRIPTION
56+00
BY I DATE I APP.
J
Know what s h01 OW.
Call before you dig
56+50
K
57+00
M
N
O
P
GENERAL NOTES:
1.
SANITARY SEWER LATERAL NOT SHOWN FOR 7821 AUDUBON
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
DRIVE. CONTRACTOR SHALL FIELD LOCATE PRIOR TO INSTALLING
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
PROPOSED 24" RCP.
O
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
CONSTRUCTION SEQUENCE:
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
FROM THE CITY OF RALEIGH.
STATE, AND FEDERAL RULES AND REGULATIONS.
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT DIVISION AT
PUBLIC UTILITIES
[phone] AND THE STORMWATER INSPECTION REGIONAL COORDINATOR AT
STORMWATER
[phone] TO SCHEDULE A PRECONSTRUCTION MEETING AT THE
FIRE
CONSTRUCTION SITE. IF REQUIRED, CONTRACTOR SHALL CONTACT THE
URBAN FORESTRY
INSPECTOR FROM THE NCDEQ DEMLR TO BE A PART OF THE MEETING TO
O
REVIEW THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL
PLAN. AT THE PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF THE
PROJECT SITE.
3.
NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE CLOSURES.
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON SHEET
020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION.
NO CONSTRUCTION EQUIPMENT SHALL BE LEFT IN THE STREET OVERNIGHT.
5.
FLAG THE LIMITS OF CONSTRUCTION.
00
6.
INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS, INCLUDING
SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE CONCENTRATED RUNOFF.
SEE DETAILS ON 500-C-004.
7.
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
REQUIRED TO INSTALL PROPOSED STORMWATER INFRASTRUCTURE AS WELL
AS OTHER AFFECTED UTILITIES.
8.
COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITIES COMPANIES FOR
RELOCATION OF PRIVATE UTILITIES.
I�
9.
INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS SPECIFIED IN
SPECIFICATION SECTION 02145 AND INSTALL PUMP AROUND AND VELOCITY
DISSIPATER PER DETAIL G/000 -C-004 AS REQUIRED TO CONTROL IN -STREAM
SEDIMENT.
10.
INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND
ASSOCIATED APPURTENANCES.
11.
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO EXISTING
GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS PLACED.
O
430 12.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS, AND
SIDEWALKS. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS 500-C-002
AND 500-C-003.
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
COMPLETION. COMPLETE STABILIZATION FOLLOWING NPDES STABILIZATION
425
PLAN AND PLANTING PLAN SHEETS.
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR AT (919)
996-3505 TO SCHEDULE A PRE -FINAL INSPECTION AT THE CONSTRUCTION SITE.
PREPARE A PUNCHLIST OF ITEMS TO BE ADDRESSED AS A RESULT OF THE
PRE -FINAL INSPECTION.
LO
420 15.
ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY DAM AND
ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND SCHEDULE A
FINAL INSPECTION AT THE SITE.
415
410
405
CONCURRENT REVIEW APPROVAL
co
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
400
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 PART, NOR SHALL IT BE
395
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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-040-C-102.dw
O\�A OF Rq�Fi CONSTRUCTION PLANS FOR BC PROJECT NUMBER
G'� NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
WAGRAM COURT
do .s,,,,,�o.� ���
ASSHOWN
STN CAROB DRAWING NUMBER
STORMWATER DRAIN PLAN AND PROFILE 2 040-C-102
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 58 OF 79
L M N O P

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I
STANLEY H. GANTMAf�
MURIEL C. GANTMAN
DB 2070 PG 391 I
BM 1970 PG 330
BM 1970 PG 11
PIN:1717391973 0
CV
ZONED: R-4
1301 WAGRAM CT.
-J I I d
WC CB 03TC
�
REMOVE AND REPLACE
EXISTING CB I
b'ZZb+ \
ELIZAB
B
TH W. HAI�VIILTO
D 6310 PG 228
B 1970 PG 30
B 1970 PG 1 I
PI :171830109
ONED: R-4 1
7904 AUDUBON D�C \
\ I
00,
I C \C
Z�bZb+ I
3
3
b8'slb ,
3
D I E I F I G I H I I I J
20' UTILITY EASEMENT i
LJ - . - - / BM 1970 PG 330
RICHARD A. PELLER
IDELPHINEV. PELLER 3:
(( DB 8585 PG 903
\ jYi \
BM 1970 PG 3 ,
24" SD -RCP \ % BM 1970 PG V M
PIN:1717299994 I
ZONED: R -4j a} I z
s'Lib+ 7901 AUDUBON DR.
SL6t \
/P I -
II CONC
301/00,.�k $P1 0
58+00($1. -
LL INLET=418. .
INV(W)=415.04'
3ad/001
b'OZb+
MARK FENTO,P'
LL
DB 13579 PG 1235
BM 1970 FSG 330
BM19yflPG11
PIN:1 18209074
7"ONED: R-4
X905 AUDUBON D
LL
IF
" W DIP
Sad/00-16
24" SD RCP
FILL EXISTING DITCH °34'10° W
AND GRADE TO DRAIN \ 153.25'
4' wIR= \ I TO NEW WC 101 \ VD
-
WC DI 01Uj
INSTALL NEW DI
06 \ \ \ \
30d/001 �I 301/ \
0
- - \
L &
�_ O �RE 4' CH \
I I
53/50, \�
------- �- \ I
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spa
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-� VINYL dp J INLET=422 4
Fg0ORAINAGEEASEMENT a 3E)=420.4 Z
CHL ' l gp/ 1980 PG 8�
_ = WC DI 02 / co
PLAN REMOVE AND REPLACE
EXISTING DI (GRADE
SCALE: 1" = 20' TO DRAIN TO INLET)
BRENDA S. BOWERS
DB 13991 PG 213
BM 1980 PG 65
PIN:1717298937
ZONED: R-4
7109 LAKETREE DR.
\ \ \ 8E6
�4"cnR \ �
TIE EXISTING TO \
NEW 24" RCP
/ TOP= a 8.7(
(�
INV
, 30d10/ INV(N)=424(
N
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7=42 .01'
.10 I IN )=42 .97'
I W
EX CB 04 1 W
I I
89�b I
I
I 8S;ZZb=
Z£ £Zb=
I Sb'£Zb=( ) NI
-SZ•£Zb=
SL'8Zb=d
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57+00
57+50
58+00
Lr'
=
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w
C�
5'
N
o a
CO
a 0
�-0
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
410 PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
DESIGNED: R sPRowL
O
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
DRAWN: B. MRUGALA
CONSTRUCTION SEQUENCE:
CHECKED: R. SPROWL
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
CHECKED: K. MATTFIELD
REMOVE 24" C
MP
APPROVED:
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
DIVISION AT [phone] AND THE STORMWATER INSPECTION
STATE, AND FEDERAL RULES AND REGULATIONS.
REGIONAL COORDINATOR AT [phone] TO SCHEDULE A
TRANSPORTATION FIELD SERVICES
AND REPLACE WITH
PRECONSTRUCTION MEETING AT THE CONSTRUCTION SITE. IF
c LO
STORMWATER
REQUIRED, CONTRACTOR SHALL CONTACT THE INSPECTOR FROM THE
400 PLANNING/ZONING
NCDEQ DEMLR TO BE A PART OF THE MEETING TO REVIEW THE
d7
URBAN FORESTRY
REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN.
24" RCP TO END
OF00
ricli �
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF
THE PROJECT SITE.
3.
o EXISTING RCP
AT
oCO
CLOSURES.
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON
SHEET 020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING
U EXISTING GRADE
CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE LEFT IN THE
m m H
STREET OVERNIGHT.
00
\
5.
FLAG THE LIMITS OF CONSTRUCTION.
C)
6.
INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE
xF-oz
wcnF
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS,
INCLUDING SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE
CONCENTRATED RUNOFF. SEE DETAILS ON 500-C-004.
Ln
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
_
WELL AS OTHER AFFECTED UTILITIES.
REMOVE, STORE AND
8.
N
��
9.
INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS
RESET MB STA. 57+40C\1
SPECIFIED IN SPECIFICATION SECTION 02145 AND INSTALL PUMP
Cl)
I
AROUND AND VELOCITY DISSIPATER PER DETAIL G/000 -C-004 AS
M Q
N+ N F
i
I10.
INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND
I
ASSOCIATED APPURTENANCES.
O�_
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO
C-0
O N't w
EXISTING GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS
440
PLACED.
12.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS,
AND SIDEWALKS. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS
W 0
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
COMPLETION. COMPLETE STABILIZATION FOLLOWING NPDES
STABILIZATION PLAN AND PLANTING PLAN SHEETS.
U
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR
d0 w
O
AT [phone] TO SCHEDULE A PRE -FINAL INSPECTION AT THE
430
CONSTRUCTION SITE. PREPARE A PUNCHLIST OF ITEMS TO BE
ADDRESSED AS A RESULT OF THE PRE -FINAL INSPECTION.
15.
ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY
Z
DAM AND ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND
SCHEDULE A FINAL INSPECTION AT THE SITE.
MPORARILY RELOCATE,
d
LO
6
24" SD CMP TO
-'
@ 5 3
MAINTAIN SERVIC
E AND
0
BE REMOVED
RCPICMP
RESET WM STA
57+18
N _ a
J
_ 00'+0 LO ai
_
oN
EXISTING
GRADE
-
_ - - -
-
94 LF 24"
o + °r° H
18" SD RCP TO
00
`r'
w
PROPOSED GRADE
_ - - - - -
- -
EXISTING 24" RCP
U p
BE REMOVED
p Z
LU
_ - _ - _ _ - _ ,�
_ _ _
-
INV 424.44
U H aO J W
--
-----`-----
-------_-_
\.
_-
EXISTING NATURAL
RCP @2.41°/
GAS LINE
_ _ -
�� 137 LF
24'
--- EXISTING
WATER
-
- -
4" RCP @
- -
12%
IN
INV IN 420.52
V OUT 418.90
5.7 0
r
000000-
"ROP
INV IN 415.60
- - _
INV OUT 415.40
I
V IN 413.00
IN
OUT 412.80
i
57+00
57+50
58+00
Lr'
=
(D
w
C�
5'
N
o a
CO
a 0
�-0
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
410 PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
DESIGNED: R sPRowL
O
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
DRAWN: B. MRUGALA
CONSTRUCTION SEQUENCE:
CHECKED: R. SPROWL
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
CHECKED: K. MATTFIELD
PERMITS FROM THE CITY OF RALEIGH.
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
APPROVED:
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
4/11/18 A B C D
E
58+50 59+00 59+50
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 5'
F
G
ZONEIREV.
H
REVISIONS
DESCRIPTION
60+00
J
60+50
Know what's h01OW.
Call before you dig
61+00
61+50
N I o
GENERAL NOTES:
l�
1.
SANITARY SEWER LATERAL NOT SHOWN FOR 7901 AUDUBON DRIVE.
M
CONTRACTOR SHALL FIELD LOCATE PRIOR TO INSTALLING PROPOSED
410 PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
24" RCP.
O
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
CONSTRUCTION SEQUENCE:
1.
PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
PERMITS FROM THE CITY OF RALEIGH.
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
2.
CALL THE PROJECT ENGINEER AT THE STORMWATER MANAGEMENT
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
DIVISION AT [phone] AND THE STORMWATER INSPECTION
STATE, AND FEDERAL RULES AND REGULATIONS.
REGIONAL COORDINATOR AT [phone] TO SCHEDULE A
TRANSPORTATION FIELD SERVICES
PRECONSTRUCTION MEETING AT THE CONSTRUCTION SITE. IF
CSI
STORMWATER
REQUIRED, CONTRACTOR SHALL CONTACT THE INSPECTOR FROM THE
400 PLANNING/ZONING
NCDEQ DEMLR TO BE A PART OF THE MEETING TO REVIEW THE
d7
URBAN FORESTRY
REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL PLAN.
SITE ACCESSIBILITY
AT THE PRECONSTRUCTION MEETING, PROVIDE A PRELIMINARY
CONSTRUCTION SCHEDULE, VIDEO RECORDING, AND PHOTOGRAPHS OF
THE PROJECT SITE.
3.
NOTIFY THE CITY OF RALEIGH THREE WEEKS PRIOR TO ANY LANE
CLOSURES.
4.
INSTALL TRAFFIC CONTROL MEASURES AND DETOURS AS SHOWN ON
SHEET 020-C-002. PROPERTY ACCESS SHALL BE MAINTAINED DURING
CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE LEFT IN THE
STREET OVERNIGHT.
00
\
5.
FLAG THE LIMITS OF CONSTRUCTION.
6.
INSTALL EROSION AND SEDIMENT CONTROL MEASURES. SILT FENCE
STABILIZATION OUTLETS SHALL BE INSTALLED AT ALL LOW POINTS,
INCLUDING SHARP ANGLES IN SILT FENCE THAT WILL RECEIVE
CONCENTRATED RUNOFF. SEE DETAILS ON 500-C-004.
7.
REMOVE ASPHALT, CURB AND GUTTER, SIDEWALK, AND DRIVEWAY AS
REQUIRED TO INSTALL PROPOSED STORMWATER INFRASTRUCTURE AS
WELL AS OTHER AFFECTED UTILITIES.
8.
COORDINATE WITH CITY OF RALEIGH AND PRIVATE UTILITIES COMPANIES
FOR RELOCATION OF PRIVATE UTILITIES.
9.
INSTALL STORMWATER DRAINAGE BYPASS PUMPING SYSTEM AS
SPECIFIED IN SPECIFICATION SECTION 02145 AND INSTALL PUMP
I
AROUND AND VELOCITY DISSIPATER PER DETAIL G/000 -C-004 AS
REQUIRED TO CONTROL IN -STREAM SEDIMENT.
I10.
INSTALL STORMWATER PIPE, CATCH BASINS, JUNCTION BOXES, AND
I
ASSOCIATED APPURTENANCES.
11.
WHEN WORK IN PUBLIC RIGHT OF WAY IS COMPLETE, BACKFILL TO
C-0
EXISTING GRADE WITH COMPACTED ABC STONE UNTIL PAVEMENT IS
440
PLACED.
12.
INSTALL CURB AND GUTTER, STANDARD 10 -FOOT DRIVEWAY TURNOUTS,
AND SIDEWALKS. SEE CITY OF RALEIGH STANDARD DETAILS ON SHEETS
500-C-002 AND 500-C-003.
13.
RESTORE SITE TO EXISTING OR PROPOSED GRADES AT CONSTRUCTION
COMPLETION. COMPLETE STABILIZATION FOLLOWING NPDES
STABILIZATION PLAN AND PLANTING PLAN SHEETS.
14.
NOTIFY THE THE STORMWATER INSPECTION REGIONAL COORDINATOR
LO
AT [phone] TO SCHEDULE A PRE -FINAL INSPECTION AT THE
430
CONSTRUCTION SITE. PREPARE A PUNCHLIST OF ITEMS TO BE
ADDRESSED AS A RESULT OF THE PRE -FINAL INSPECTION.
15.
ONCE ALL PUNCHLIST ITEMS ARE ADDRESSED, REMOVE TEMPORARY
DAM AND ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AND
SCHEDULE A FINAL INSPECTION AT THE SITE.
420
CONCURRENT REVIEW APPROVAL
M
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
410 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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
CSI
STORMWATER
400 PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-040-C-103.dw
O\�y OF Rq�Fi CONSTRUCTION PLANS FOR BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
• SCALE
WAGRAM COURT AS SHOWN
STN CAROB DRAWING NUMBER
STORMWATER DRAIN PLAN AND PROFILE 3 040-C-103
STORMWATER SHEET NUMBER
MANAGEMENT DIVISION 59 OF 79
K L M N O P

O
T_
0
A I B I C I D I E I F I G I H I I I J I K
ST-�
z.�
LO
It
0
MARY A. YOUNG BURKE
DB 12309 PG 1517
BM 1970 PG 355
PIN: 1717.0638-6878
ZONED: R4
7804 BEACKWING CT.
CVTCAIr% \rAAIC AM11A \
�
C� SC -2
/ �<" < SC -1
o
C
cc/,))
CA 0u, v 040�C�(
W J
i
390
370
360
IIVVVI\I VI\lIIL
STEP -POOL INTO
CROSS -VANE.
STEPHEN A. REED
10
I'Col
GAIL A. REED DB 9045 PG 1131
BM 1970 �G 355 - -
4 PIN: 1717.06-37r-� 3�1
ZONED: R4
788 BLACK \ \
- . r -CROSS VANE -3 -
PLAN
SCALE: 1" = 20'
I= GREG SHANKER
RONETTA TODD
DB 14473 PG 1643
/ BM 1970 PG 355
PIN: 1717.06-k9-61:
ZONED: R
7812 BLAC NG
TBM
BENCH TIE kT
Iu 1 A ^11 A A 1-id1 R
L M
PROPOSED 5'X10' CONCRETE
BOX CULVERT SEE PLAN AND
PROFILE DRAWING 030-C-101 Lo CE
ILoc
G -�
3Gdl
3Gd13�' �
3Gd Z
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I01
01 i
I
I I � I I I 11�1
I 3Gd133d "�
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PROPOSED 8" SS DIP
SEE DRAWING 030-C-202
cn �
o �
C
W
r �
n �
5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
I
00
NO IN -CHANNEL GRADING:
I
2113769.18
DESIGNED: B. NASH
778791.65
z.�
LO
It
0
MARY A. YOUNG BURKE
DB 12309 PG 1517
BM 1970 PG 355
PIN: 1717.0638-6878
ZONED: R4
7804 BEACKWING CT.
CVTCAIr% \rAAIC AM11A \
�
C� SC -2
/ �<" < SC -1
o
C
cc/,))
CA 0u, v 040�C�(
W J
i
390
370
360
IIVVVI\I VI\lIIL
STEP -POOL INTO
CROSS -VANE.
STEPHEN A. REED
10
I'Col
GAIL A. REED DB 9045 PG 1131
BM 1970 �G 355 - -
4 PIN: 1717.06-37r-� 3�1
ZONED: R4
788 BLACK \ \
- . r -CROSS VANE -3 -
PLAN
SCALE: 1" = 20'
I= GREG SHANKER
RONETTA TODD
DB 14473 PG 1643
/ BM 1970 PG 355
PIN: 1717.06-k9-61:
ZONED: R
7812 BLAC NG
TBM
BENCH TIE kT
Iu 1 A ^11 A A 1-id1 R
L M
PROPOSED 5'X10' CONCRETE
BOX CULVERT SEE PLAN AND
PROFILE DRAWING 030-C-101 Lo CE
ILoc
G -�
3Gdl
3Gd13�' �
3Gd Z
n -
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I01
01 i
I
I I � I I I 11�1
I 3Gd133d "�
I 0 \
m 3�11GGyl -
I
I
I
X01
I
PROPOSED 8" SS DIP
SEE DRAWING 030-C-202
cn �
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W
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10+00
10+50
11+00
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
NO IN -CHANNEL GRADING:
778782.31
2113769.18
DESIGNED: B. NASH
778791.65
2113766.78
SC -3
DRAWN: B. MRUGALA
2113750.52
SC -4
CHECKED: B. NASH
NO IN-
HANNEL GRADING:
CHECKED: K. MATTFIELD
2113743.36
SC -6
APPROVED:
2113733.38
SC -7
779029.84
2113723.57
SC -8
779047.36
2113726.13
SC -9
779065.07
STA 10+43 TO STA 11+12
CONSTRUCTED RIFFLE
STA
2+29 TO STA 12+90
BOTTOM
OF POOL
SEE DETAIL A/500 -C-009
EL= 368.8'
KNIGHTS WAY
--------------
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ONSTRUCTED RIFFLE EXISTING GRADE
CONSTRUCTED RIFFLE
SEE DETAIL A/500-C-009PROPOSED
12" OF COBBLE
GRADE
EE DETAIL A/500 -C-009
STREAM BED FILL (TYP.),
4" LATERAL
MATERIAL WITH D50
6" DIA. OVER
SEE DETAIL D/500 -C-009
EXPOSED LATERAL
TOP=±367.5OF
GEOTEXTILE FABRIC
4" EXPOSED LATERAL
TOP=368.65'
TOP=368.26'
8" SS
STEP
-POOL
I NV=363.20'
SEE
DETAIL E/500 -C-010
10+00
10+50
11+00
`r'
=
CD
w
C�
CO En
Q
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
778782.31
2113769.18
DESIGNED: B. NASH
778791.65
2113766.78
SC -3
DRAWN: B. MRUGALA
2113750.52
SC -4
CHECKED: B. NASH
2113745.36
SC -5
CHECKED: K. MATTFIELD
2113743.36
SC -6
APPROVED:
2113733.38
SC -7
779029.84
/ 4/11/18 A B C D
11+50 12+00 12+50 13+00 13+50 14+00
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 4'
REVISIONS
ZONE REV. DESCRIPTION BY DATE APP. O\�A OF R,q4'<'
o�TN C
Know what's h01OW.
Call before you dig
- STORMWATER
MANAGEMENT DIVISION
E F G7 H 1 7 1 K L
14+50
N O
GENERAL NOTES:
19
1. SEE SHEETS 000-G-003 AND 000-G-004 FOR EROSION CONTROL
NOTES AND CONSTRUCTION SEQUENCE.
390
370
360
15+00
STREAM CENTER
STAKING POINTS
POINT #
NORTHING
EASTING
SC -1
778782.31
2113769.18
SC -2
778791.65
2113766.78
SC -3
778823.70
2113750.52
SC -4
778836.75
2113745.36
SC -5
778850.65
2113743.36
SC -6
778973.24
2113733.38
SC -7
779029.84
2113723.57
SC -8
779047.36
2113726.13
SC -9
779065.07
2113725.67
STRUCTURE
STAKING POINTS
POINT #
NORTHING
EASTING
ST -1
778821.04
2113751.95
ST -2
778814.93
2113759.61
ST -3
778798.99
2113751.34
ST -4
778917.96
2113741.52
ST -5
778906.76
2113747.85
ST -6
778906.29
2113736.65
ST -7
778979.99
2113731.14
ST -8
778970.74
2113739.60
ST -9
778967.79
2113728.48
CONCURRENT REVIEW APPROVAL
A
m
..,
IL
0-
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
WAGRAM COURT
PROPOSED STREAM ALIGNMENT
PLAN AND PROFILE STA 10+00 TO STA 15+00
FILENAME
150371-040-C-104.dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-104
SHEET NUMBER
60 OF 79
I

A B C
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DAVID P. HAYS / SEE DRAWING 030-C-202,---
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DB 9062 PG 2577
BM 1970 PG 355
PIN: 1717.06-39-6350
ZONED: R-4 - - - /
1321 KNIGHTS WAY -n
11
00
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PROPOSED 5'X10' BOX CULVERT
SEE DRAWING 030-C-101
i 3'
040-C-110
55 LF OF 4' HIGH
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PIN: 171.06-39-7370
ZONED: R-4
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CULVERT INFLOW
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8" SS MAIN DETAIL C/500 -C-009
INV=373.59
(SEE DRAWING 030-C-202)
16+00
L (TYP.),
)0-C-009
E
F
G
PLAN
SCALE: 1" = 20'
CONSTRUCTEIURIFFLE
SEE DETAIL A/500 -C-009
PROPOSED 10" CASING
AROUND EXPOSED 4"
LATERAL
SEE DETAIL A/500 -C-006
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
16+50 17+00
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 4'
=
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5430 Wade Park Boulevard
FBrownAND SUlte 200
Raleigh, North Carolina 27607DRAWN:
ldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
INV=380.6'
2113690.88
DESIGNED: B. NASH
779387.43
INV=381.8'±
SC -12
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SC -14
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00
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2113660.39
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CONSTRUCTEIURIFFLE
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PROPOSED 10" CASING
AROUND EXPOSED 4"
LATERAL
SEE DETAIL A/500 -C-006
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
16+50 17+00
PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 4'
=
CD
W
rn�
Q
N
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5430 Wade Park Boulevard
FBrownAND SUlte 200
Raleigh, North Carolina 27607DRAWN:
ldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
INV=380.6'
2113690.88
DESIGNED: B. NASH
779387.43
INV=381.8'±
SC -12
B. MRUGALA
z 0
L
CHECKED: B. NASH
Q
SC -14
CHECKED: K. MATTFIELD
00
F-
APPROVED:
Z
+
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779458.67
4/11/18 A B C D
E
F
PROPOSED 10" CASING
AROUND EXPOSED 4"
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SEE DETAIL A/500 -C-006
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
J
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SEE DETAIL B/500 -C-008 ,
18" RCP
POINT #
NORTHING
+
18" RCP
INV=380.6'
2113690.88
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779387.43
INV=381.8'±
SC -12
779398.21
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779458.67
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2113660.94
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2113662.97
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2113660.39
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w
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STEP -POOL, 8" SS MAIN
SEE DETAIL E/5
PROPOSED
INV=378.51
PROPOSED 10" CASING
AROUND EXPOSED 4"
LATERAL
TOP=379.69', SEE DETAIL
A/500 -C-006
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
N O
GENERAL NOTES:
l�
1. SEE SHEETS 000-G-003 AND 000-G-004 FOR EROSION CONTROL
NOTES AND CONSTRUCTION SEQUENCE.
CHANNEL PLUG U
SEE DETAIL
0
D/500 -C-010
- � 3Sd100
3a 3Sd100' I I REPLACE 170 LF OF 3'
W WIRE FENCE
2
- CROSS VANE -5
$ STA 19+62
SEE DETAIL A/500 -C-008
REPLACE 15 LF OF 4'
WOOD FENCE
CITY OF RALEIGH
STANDARD CATCH BASIN
TOP = 389.50'
INV. IN = 386.76'
INV. OUT = 386.66'
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
CONTRACTOR SHALL NOT EXCAVATE
OVER SS MAIN FOR PLACEMENT OF
SPECIFIED RIFFLE MATERIAL
17+50 18+00 18+50 19+00 19+50
REVISIONS
ZONE REV. DESCRIPTION BY DATE APP. O\�A OF R44
x
o�TN CAR0
Know what's h01OW.
Call before you dig
_FF- STORMWATER
MANAGEMENT DIVISION
G H I J K L
�C•1'
370
360
20+00
STREAM CENTER
STAKING POINTS
POINT #
NORTHING
+
SC -10
779375.34
2113690.88
SC -11
779387.43
2113687.78
SC -12
779398.21
2113681.47
L
779412.73
Q
SC -14
W
00
F-
779447.05
Z
co
779458.67
2113683.27
SC -17
779471.36
J
SC -18
+
W
00
ao
U) m
SC -20
779544.45
2113660.94
SC -21
779640.87
2113655.08
oo
O Q
w
SC -23
779674.82
2113656.71
SC -24
779724.40
2113662.97
SC -25
779735.21
2113660.39
W
W
CONSTRUCTED RIFFLE
SEE DETAIL A/500 -C-009
CONTRACTOR SHALL NOT EXCAVATE
OVER SS MAIN FOR PLACEMENT OF
SPECIFIED RIFFLE MATERIAL
17+50 18+00 18+50 19+00 19+50
REVISIONS
ZONE REV. DESCRIPTION BY DATE APP. O\�A OF R44
x
o�TN CAR0
Know what's h01OW.
Call before you dig
_FF- STORMWATER
MANAGEMENT DIVISION
G H I J K L
�C•1'
370
360
20+00
STREAM CENTER
STAKING POINTS
POINT #
NORTHING
EASTING
SC -10
779375.34
2113690.88
SC -11
779387.43
2113687.78
SC -12
779398.21
2113681.47
SC -13
779412.73
2113670.01
SC -14
779430.24
2113664.45
SC -15
779447.05
2113671.86
SC -16
779458.67
2113683.27
SC -17
779471.36
2113689.40
SC -18
779511.96
2113670.95
SC -19
779527.63
2113664.08
SC -20
779544.45
2113660.94
SC -21
779640.87
2113655.08
SC -22
779657.89
2113654.99
SC -23
779674.82
2113656.71
SC -24
779724.40
2113662.97
SC -25
779735.21
2113660.39
STRUCTURE
STAKING POINTS
POINT #
NORTHING
EASTING
ST -10
779367.22
2113699.59
ST -11
779365.76
2113683.88
ST -12
779444.80
2113668.69
ST -13
779437.49
2113661.90
ST -14
779431.48
2113658.77
ST -15
779420.38
2113658.42
ST -16
779485.17
2113686.58
ST -17
779474.62
2113694.90
ST -18
779572.24
2113659.16
ST -19
779651.28
2113654.82
ST -20
779641.45
2113660.71
ST -21
779640.95
2113649.86
ST -22
779744.73
2113656.89
ST 23
779736.98
2113665.19
ST -24
779733.62
2113655.28
CONCURRENT REVIEW APPROVAL
LO
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
WAGRAM COURT
PROPOSED STREAM ALIGNMENT
PLAN AND PROFILE STA 15+00 TO STA 20+00
FILENAME
150371-040-C-105.dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-105
SHEET NUMBER
61 OF 79

O
T_
0
W
B I C I D I E I F I G
6
040-C-110
ARTHUR G. jAEGE Q I REPLACE 58 LF OF 4' \ I\EDWA H. CHAMBERS /f
PSI IES R. AES ER CHAIN LINK FENCE �� EGAH MBER
DB X34 PC � -m \ 11 jj'4PG
B P 1 19 ' I P G 14 o PROPOSED 24" RCP
Plf J: "I71? /90'x,2 SEE DRAWING 040-C-1017 PG
VANE -4
N E D. R 4 1 3948
STA 21+92 �Odi3Sdi
`-­_-PAf� T BRYAN CEEMEII-t- RRIN _3 3 C� SEE DETAIL C/500 -C-008
MARY CATHERINE C N
REPLACE 170 LF spa \ DB 13661 PG 931
OF T WIRE FENCE 1971 PG 1;,,40
PIN�71 9511 - _
Boa ZONED: R \_� _ p5�6=
3pd3SdD 1317 WAGRAM CT.
NOW SS'
3par3Sai°p ndi3sd \ ZJ
S_
BOULDER
_ �J
\\ L 0 BOULDER PIPE OUTFALL \ SS,
\� +1_!/1 3p -3w SEE DETAIL B/500 -C-010 X39
ST 28��
H I I I J I K I L
REPLACE 19 LF OF
PROPOSED 145 LF OF
LINE IS 2 INCHES
VEGETATED SOIL LIFT FROM
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
T WOOD FENCE
_ 3pdgSd
SEE DETAIL A/500 -C-010
-SC-36
2113641.72
SC -37
DRAWN: B. MRUGALA
2113590.07
SC -38
"I-00*
2113584.65
SC -30
_ _
CROSS VANE -6
SC -31
�6£
RIP RAP
ALONG BANK TO REMAIN
STA 23+99
2113560.06
\
FROM STATION 21+90 TO 24+25 -
SEE DETAIL A/500 -C-008
/
3pd/3Sd/OOl 3pd/3S /001
2113432.51
Sad/3Sd/001 -� \
3pdr3sd/oo
780077.09
/
\
\
sS- - -
780123.29
2113414.76
SC -37
780135.45
- S
\
1T�----58
-SS---- ss----
ss
-
-
ST -30
SC -33
SC -34 SC -35
--ss
3Qfy
IN
REPLACE 40 LF OF
4' WOOD FENCE
N O
GENERAL NOTES:
19
1. SEE SHEETS 000-G-003 AND 000-G-004 FOR EROSION CONTROL
NOTES AND CONSTRUCTION SEQUENCE.
SC -26 s \ I r
oU SC -27 I ` / / \ ` �� 1� 5-27 ((Y3�0d13Sd1001 \ ST -31\\ \
O�
SC-3230d13Sd ZJ-
\ \ / ST -29
\ 30d13Sd
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3pd/3Sd/001 / O° 3pd/3Sd/001
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0 3pd/3Sd/00l �� �O ` O�
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00 �a�-
< pA `
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SC -28 _ -
�� / SEE DETAIL B/500 -C-008
ST -25r - PLAYHOUSE TO / v� 040-C-110
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\ \
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INSTALL 70 LF OF COIR LOG W24" PINE
DAVID STAFFORD ���.�� � ��
�
VANE -3 / ALONG RIGHT TOE OF BANK ANNE EORRANNE
/ww =
STA 20+4r, �EESA JEAN D TERDING m �� � HB TATS PrELEV 400.08'
WESL€'� N�SON ROBBINS m --- BM /�?� TYLER B. DANIELS
ti REPLACE 151 LF OF 4' SEE DETAILDB 632 P�G45 �
DB 1 021 7 PG 2636 \
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CHAIN LINK FENCE C/500 -C-008 BM 19 G 1 � 9 /
X1:1717396887 ��
1 .ZO'Sp� RM 1978 PG 592
ZO1�1•ED: R 4 "g0<ISOZOZ N - PIN: ZONED:
5149 \
REPLACE 15 LF OF 1304 SANDPIPEF�CT. MATCHLINE SHEET 040-C-108 I \
� ZONED: R4
312 RAINWOOD DR.
6' VINYL FENCE
REPLACE 103 LF OF PLAN
4' CHAIN LINK FENCE
SCALE: 1" = 20'
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AT FULL SIZE
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STA. 23+75 TO STA. 25+20.
_ 3pdgSd
SEE DETAIL A/500 -C-010
-SC-36
2113641.72
SC -37
DRAWN: B. MRUGALA
2113590.07
SC -38
SC -26 s \ I r
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SC -28 _ -
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ST -25r - PLAYHOUSE TO / v� 040-C-110
REM/AIN UNDISTURBED J Vi
m / q/.6 o
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\ \
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BEACH ILEBET-_=--
INSTALL 70 LF OF COIR LOG W24" PINE
DAVID STAFFORD ���.�� � ��
�
VANE -3 / ALONG RIGHT TOE OF BANK ANNE EORRANNE
/ww =
STA 20+4r, �EESA JEAN D TERDING m �� � HB TATS PrELEV 400.08'
WESL€'� N�SON ROBBINS m --- BM /�?� TYLER B. DANIELS
ti REPLACE 151 LF OF 4' SEE DETAILDB 632 P�G45 �
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CHAIN LINK FENCE C/500 -C-008 BM 19 G 1 � 9 /
X1:1717396887 ��
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ZO1�1•ED: R 4 "g0<ISOZOZ N - PIN: ZONED:
5149 \
REPLACE 15 LF OF 1304 SANDPIPEF�CT. MATCHLINE SHEET 040-C-108 I \
� ZONED: R4
312 RAINWOOD DR.
6' VINYL FENCE
REPLACE 103 LF OF PLAN
4' CHAIN LINK FENCE
SCALE: 1" = 20'
z•�
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5430 Wade Park Boulevard
BrownAND SUlte 200
Raleigh, North Carolina 27607
Caldwell [phone]
License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
779774.57
2113645.40
DESIGNED: B. NASH
779781.41
2113641.72
SC -28
DRAWN: B. MRUGALA
2113590.07
SC -29
CHECKED: B. NASH
2113584.65
SC -30
CHECKED: K. MATTFIELD
2113578.34
SC -31
APPROVED:
2113570.21
SC -32
779877.36
4/11/18 A B C D E F
G
22+50
ZONEIREV.
H
23+00
REVISIONS
DESCRIPTION
23+50
�11mmmill...
J
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24+00
24+50
410
390
25+00
STREAM CENTER
STAKING POINTS
POINT #
NORTHING
EASTING
SC -26
779774.57
2113645.40
SC -27
779781.41
2113641.72
SC -28
779872.77
2113590.07
SC -29
779876.08
2113584.65
SC -30
779876.85
2113578.34
SC -31
779876.10
2113570.21
SC -32
779877.36
2113560.06
SC -33
780054.91
2113438.34
SC -34
780062.40
2113432.51
SC -35
780077.09
2113426.09
SC -36
780123.29
2113414.76
SC -37
780135.45
2113412.98
SC -38
780147.73
2113413.51
STRUCTURE
STAKING POINTS
POINT #
NORTHING
EASTING
ST -25
779786.48
2113637.01
ST -26
779782.22
2113647.10
ST -27
779881.55
2113552.50
ST -28
779871.44
2113559.08
ST -29
780088.05
2113423.60
ST -30
780077.16
2113419.50
ST -31
780078.97
2113430.93
CONCURRENT REVIEW APPROVAL
A
m
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10
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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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
URBAN FORESTRY_
SITE ACCESSIBILITY
THE CITY OF RALEIGH
ENGINEERING SERVICES DEPARTMENT
y OF R44 CONSTRUCTION PLANS FOR
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
�o .9,.,.����,e WAGRAM COURT
�N CARO PROPOSED STREAM ALIGNMENT
PLAN AND PROFILE STA 20+00 TO STA 25+00
STORMWATER
MANAGEMENT DIVISION
K I L M N 0
FILENAME
150371-040-C-106.dw
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-106
SHEET NUMBER
62 OF 79
P

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SEE DETAIL B/500 -C-008
JUSTIN M. SHED[ \
MELISSA V. SH 8
y PIN 171830476 040-C-110 J�
DB 13082 P5 260
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410
25+00
SLOPE= SL EXISTING
1.58% 1.25% GRADE
2' DEEP POOLS
PROPOSED GRADE PROPOSED 10" CASING
AROUND EXPOSED 4"
LATERAL
TOP=393.36'
SEE DETAIL A/500 -C-006
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
SC -37
15" RCP—
I NV=397.0'
NO IN -CHANNEL GRADING:
STA 25+69 TO STA 26+03
400
SC -38
DESIGNED: B. NASH
2113413.51
SC -39
780166.56
CO
SC -40
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CHECKED: B. NASH
SC -41
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2113399.37
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AROUND EXPOSED 4"
LATERAL
TOP=393.36'
SEE DETAIL A/500 -C-006
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5430 Wade Park Boulevard
BrownAND Suite 200
Raleigh, North Carolina 27607
Caldwell [phone]
NC License No. F-0785
LINE IS 2 INCHES
EXTERNAL REFERENCES
SC -37
AT FULL SIZE
LIF NOT 2" -SCALE ACCORDINGLY)
2113412.98
SC -38
DESIGNED: B. NASH
2113413.51
SC -39
780166.56
DRAWN: B. MRUGALA
SC -40
780176.79
CHECKED: B. NASH
SC -41
780186.32
CHECKED: K. MATTFIELD
SC -42
780207.07
2113399.37
iAPPROVED:
/ 4/12/18 A B C D E
H I I I J I K I L
Z� ROBERTA BISSOJ O
CHRTY
RIN 17 13> 2 0
CB 131 O O 1D0 A
45 LINEAR FEET �,
BM �iQ, R
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INV UP=398.95'
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301100,
GINE WAS/NGTON)
PI 171 303416
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M 1978 PG 592
> PROPOSED TOE 121 RAINW00� EN.
INSTALL 15" OF CLASS >
1 RIP RAP OVER ��� i OF BANK (TYP)
GEOTEXTILE FABRIC N PLACE BOULDERS AROUND /
EXPOSED LATERAL, SEE 9
—REPLACE 65 LF OF 4' O PROFILE BELOW / 040-C-110
CHAIN LINK FENCE
/ E STEP POOL FROM STA. FRANK H. KREE/ \ / TBM
/ JAMES EDW_ 26+95 TO 26+32. SEE AMALYN B. KBS
PIO'� BENCH TIE SET
/ N 1 DETAIL E/500 -C-010 PIN 171830 471 IN 24" POPLAR
DB 946, /_ DB 7200 PG 1
BM 1978 PG 592 �, BM 1978/G 592 �s ELEV=406.31
1304 RAINWOOD EN. 1300 RPIWOOD L
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PROFILE
SCALE: HOR. 1" = 20' VERT. 1" = 4'
REVISIONS
ZONE REV. DESCRIPTION
F
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4" EXPOSED LATERAL
TOP=395.68'
.PLACE BOULDERS UPSTREAM
AND DOWNSTREAM OF EXPOSED
LATERAL AT ELEV 395.7'
4" LATERAL
TOP=396.91'
PROPOSED
4'X4' BOX
CULVERT /f
INV = 399.71'
BOTTOM OF POOL—
EL=
OOL EL= 397.21' /
STEP -POOL
SEE DETAIL E/500 -C-010
27+00
NO IN -CHANNEL GRADING:
STA 26+95 TO STA 28+05
J
20" OF BOULDER MATERIAL WITH
D50 OF 10" DIA. OVER
GEOTEXTILE FABRIC
27+50
Know what's h01DW.
Call before you dig
— J)
O\`A OF RqZ,�,iC
Z
o�TN CAR0
STORMWATER
MANAGEMENT DIVISION
K L
M N O P
GENERAL NOTES:
1. SEE SHEETS 000-G-003 AND 000-G-004 FOR EROSION CONTROL
NOTES AND CONSTRUCTION SEQUENCE.
PROPOSED 4'x4'
CONCRETE BOX CULVERT
SEE DRAWING 020-C-101
410
390
STREAM CENTER
STAKING POINTS
POINT #
NORTHING
EASTING
SC -37
780135.45
2113412.98
SC -38
780147.73
2113413.51
SC -39
780166.56
2113416.13
SC -40
780176.79
2113415.79
SC -41
780186.32
2113412.03
SC -42
780207.07
2113399.37
LID
CONCURRENT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CSI
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-040-C-107.dwg
CONSTRUCTION PLANS FOR BC PROJECT NUMBER
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
SCALE
WAGRAM COURT AS SHOWN
PROPOSED STREAM ALIGNMENT DRAWING NUMBER
PLAN AND PROFILE STA 25+00 TO STA 28+00 040-C-107
SHEET NUMBER
63 OF 79
M N O P

A B C D E F G H I J K L M N 1 O P
GENERAL NOTES:
STEPHEN A. REEDV A
GREG SHANKER 1. SEE DRAWING 500-C-011 FOR PLANTING
MARY A. YOUNG BURKE j GAIL A. REED RONETTA TODD `
DB 12309 PG 1517 DB 9045 PG 1131 DB 14473 PG 1643 X D SCHEDULE.
O , BM 1970 PG 355 BM 1970 PG 355 3j5- �( \ 0 n O
BM 1970 PG 355 k � \�
i PIN: 1717.06-38-6878 PIN: 1717.06-39-6031 k 1 p =
ZONED: R-4 \ — PIN: 1717.06-39-6151 x X X X \X n r
ZONED:ZONED: R -4x z04 BLACKWING CT. 7808 BLLACKWING Cl BLLACKWING CT. PLANTING LEGEND78
812
\ N, x k
/ \ X
/ \ k3111,3Sd O�/3Sdj �X°d13SdX aI x y X k \ _ I =
/ I I 3°fid k k — y — '�.� 7 k U)
IN( STREAM ZONE
I �,13813Sc3 m w
y y y y y y j y y
>0�/ f I \ x k y y y
\
0
\\\\ 370 y y — y y y y y 37� y / �y y y \ \\ ~\ 0
_ y y \
y u V _
y y y y y y y _V y y y 3'l \ \\\ y \\\\ \\\ \\ UPLAND ZONE
y — --
y
y y
__SS
k k �� X x k x x k k X X x X ° \ \ / \ \\ \\\ \\ \\ \\\ \ UPLAND SEED ZONE
k k x 30d13Sd \ \ \
k / CID M
o �
\j
JAMES RUFFIN JACKSON
WILMA S. JACKSON + + + + + TURF ZONE
DB 8485 PG 488 + + + +
C BM 1970 PG 355
\V PIN: 1717.06-39-7192
/ ^s ZONED: R-4
GEORGE J. KUPSKY \ 1324 KNIGHTS WAY
ti CRAIG W. MOREHEAD \ / MARTINA L. KUPSKY \
TRUDY T. MOREHEAD DB 8399 PG 1477 A A
/ DB 7383 PG 175 BM 1970 PG 355
BM 1970 PG 355 PIN: 1717.06-38-8919 \
PIN: 1717.06-38-8886 ZONED: R-4 \
ZONED: R-4 7709 VAUXHILL DR. \
7705 VAUXHILL DR. \�
PLAN
SCALE: 1" = 20'
cD CO
✓ / 'WALTER W. JOHNSON
/ \ JESSIE G. LINZEL \ \ ARTHUR G. J A E G E R
/ LINDA C. JOHNSON / / \ DINNIE D. B 2098 PG 550L \ \ \ PDB 034 G 30AULA R. R
DAVID P. HAYS / DB 2138 PG 123 ti / X _ k
CLAUDIA A. HAYS / /
/ BM 1970 PG 355 � \ BM 1971 PG 140 BM 1971 PG 140
DB 9062 PG 2577 / PIN: 1717.06-39-5373 \ \ \ \ \ PIN:1717395598 PIN:1717396702
BM 1970 PG 355 ZONED: R-4 k y/ \ \ \ \ \ \ \ \ \ ZONED: R-4 ( d, \ X X ZONED: R-4
PIN: 1717.06-39-6350 / 1317 KNIGHTS WAY \ \ \ \ \ \ \ \ \ \ \ \ 324 WAGRAM C k ��' i X
WAGRAM CT. _ y y
ZONED: R-4
1321 KNIGHTS WAY
LID
n k \ \\ I \ \ y y y y\v y y y y y /�/ y �+'.r�`3 y \\
_ / / k y y y y y
y y y
r / \\ \y ` y y 3$ y y y
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X01 �o, I / / x�3 5 y y y y y y Glu y y
m Ul / I LOC CE
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y k y Z
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,— 3° d x — 3� �' k —
(� 30d13S �// �— y
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k i37g 1 � r � � y X , x 30LOOl
X Cn
x o y y x k x `— — k
N I �' m— k Ln X %' y y k k x X x� k k/
y $
y
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_ _ k k
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M __ k �x X k /— k
x
k X X x� x x I l
k / /
N -
U I I ,� k k— X �� X M
X k/ CONCURRENT REVIEW APPROVAL
y
CJ k X X k X k X / CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
N k k k \ 1PLANS FOR THE PRPOSED USCOMPLIANCE WITH OAPPLICABLEE CODEHAVES EETHISE LI
N RVEWED FOR GENERAL
JOHN THURSTON CARTER, JR. IM TED REVIEW, AND
Cf)
XOd13Sd / / j / /
AUTHORIZATION
DB 7660 PG 78 1 REPRESENT TOTAL COMPLIANCE WITH IALL1OLEGALL REQUIREMENTS ED TO
N k S FOR
o / / // /
� BM 1971 PG 140 ti DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
PIN:1717397656 1 / CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
UI
RHONDA WEBB BRIGHT-DOIRON �_ J / ZONED: R-4 1 COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
I ) THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
> DB 10362 PG 1059 I f \ / 7817 VAUXHILL DR. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
0 / \ BM 1970 PG 355 W. SHERWOOD BEAVERS LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
> / PIN: 1717.06-39-7370 SANDRA K. BEAVERS WILLIAM MCCLEASE BELL, JR JEAN -ROBERT LAROSE 1 STATE, AND FEDERAL RULES AND REGULATIONS.
�wc�' ZONED: R-4 DB 3597 PG 261 DB 2959 PG 283 MARIE CARLINE LAR617 1 TRANSPORTATION FIELD SERVICES
' I 7801 VAUXHILL DR. BM 1970 PG 355 DB 5633 PG 617
BM 1971 PG 140 BM 1971 PG 140 1 PUBLIC UTILITIES N
a — - PIN: 1717.06-39-7359 PIN: 1717.06-39-7447 1
ZONED: R-4 PIN:1717397546 y
3: 17805 VAUXHILL DR. ZONED: R-4 1 STORMWATER
7809 VAUXHILL DR. ZONED: R
7813 VAUXHILL DR.
3 L 1 PLANNING/ZONING
7 ' FIRE
' 0 PLAN URBAN FORESTRY
ISITE ACCESSIBILITY
ti SCALE: 1" = 20'
0
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OFR 150371-040-C-111.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �A q<<c� CONSTRUCTION PLANS FOR BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
J U G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: B. NASH SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
WA RAM COURT AS SHOWN
a Caldwell [phone] CHECKED: B. NASH Know what's �1
hats IDViF. STH CARO~ DRAWING NUMBER
NC License No. F-0785 PROPOSED STREAM ALIGNMENT
a Call before you dig
CHECKED: K. MATTFIELD O`t//��
0—C-111
PLANTING PLAN 1 SHEET NUMBER
i v APPROVED: -STORMWATER
67 OF 79
MANAGEMENT DIVISION
55
4/12/18 A B C D E F G H I J K I L M N O P

I1
1<
Al
C D E F G H I J K L
SEE INSET'B'
+ `+ \ \ + + \ �� — — — — — — — — \
+ ° + +\ + + +�6 + +— – ss-
+ + + – �f _ _ +\ + + + + + + + +
,\ d X ,_ — —ss--
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+ vg'+ +
\'\ \ \
441
Z \ ``—/
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\ \ SEE INSET'A' \+ +
�o
\ 'I� o + + + + +
+� +� + + + + +
k I + + + + ms's' + + +
k
k \ \ y j // + +\
MEGAN L. CHAMBERS
ELIZABETH W. HAMILTON
k
DB 6310 PG 228 / y - y y o y _ / DB 16528 PG 488
BM 1970 PG 330 \ BM 1971 PG 140 / DAVID STAFFORD GREEN i \ + I
BM 1970 PG 11 ✓ �.
PIN:1718301095 X / �" �` �o PIN:1717394899 / ZONED: 10 y ,� , ANNE LORRAINE GREEN
00 7904 AUDUBON DR. k / y ZONED: R-4 / DB 3578 PG 150 / TYLER B. DANIELS
1313 WAGRAM CT. BM 1971 PG 140 DB 10217 PG 2636
/k/ PIN:1717394904 / BM 1978 PG 592 \
/ — 06C—/ / / / — S6C— — ZONED: R-4 / PIN:1718305149
1309 WAGRAM CT. ZONED: R-4
1312 RAINWOOD DR. u
+ / / JUSTIN M
MELISSA . HEDD DD /
m \\ v
--------- -------
// LEESA JEAN DETERDING \ + + + PIN 1718304276BM
/ 92
NEAL COLEMAN FLOYD, JF WESLEY NELSON ROBBINS
REGINA K.OAKESFLOYD DB 6324 PG 425 + + + ' / --- DB 13082 PG 2602
DB 7380 PG 162 \
BM 1978 PG 363 - BM 1971 PG 140 _ —
7 5
` � 11308 RAINWOOD LN.
/
PIN 1718301194 --------------------_ \
/ ZONED: R -a PIN:1717396887 \ + --- --- \
7908 AUDUBON DR. ZONED: R-4 \ +\ N + +// I I ----------- ------
I-ool/ 1304 SANDPIPER CT. \ -
/
— \ + + a \ I ------
/ MAXINE IRIS SOLOMON
+ DB 4301 PG 280
/ C-11 BM 71 PG 140
P N 117 18306064
+ /
ZONED: R-4
+ II I I 1300 SANDPIPER CT. -000000 77"Ill,
/
/ / A / 1 ��� �1 \
YYY
+ PLAN
i m SCALE. 1" - 20'
�SCOTT E. GRAVES
MICHELLE E. GRAVES
LO ADELE G. BEEBE \ \ PIN 1718301387
MICHAEL BEEBE DB 12906 PG 2203
+ + \ PIN 1718303137 ROBERTA BISSON-CHRISTY — � BM 1978 PG 363
+ + DB 12107 PG 88 PIN 1718302370 \ 1205 LOBLOLLY CT.
/
4 -BM 1978 PG 363 DB 13153 PG 1839
+ + + 1204 LOBLOLLY CT. BM 1978 PG 363 311
may\ / / �+ + + + \ + + 1208 LOBLOLLY CT. \ \ \ <
R °
\I \ /+ + �\ F
BEBTTY T / \ + +
DB 9788 P 221 \ �
BM 1971 G 146
PIN 1717 1 ADELE G. BEEBE
ZONEMICHAEL BEEBE \
1305 WAG A \ PIN 1718303137 DB 12107 PG 88 8 \ \ \ \ \+ + + + 3°d +
\ \ + 9
BM
PG 363
\ \ 1 04 LOBLOLLY CT. _ \ \ \ \ \ \ + + \++\��� ad + ss-
+ SEE DRAWING 020-C-102
FOR
PLANTING PLAN
ION OF
k \ \ \ \ \ \ \ \ \ \ s \ \ \ + + _-� y — 0
C14\ / y- _ - O M
O
95
�—S w
O\ k y \y
Ln
\ k k ` y y
Vl
CV
<I RANK H. KREBS
)D DR. u C / I AMALYN B. KREBS
> _ _ �C — - 3a / PIN 1718303471 GENE WASHINGTON
> EILEEN HARRIS DB 7200 PG 1 / PIN 1718303416
/' / / JAMES EDWARD HARRIS JR. BM 1978 PG 592
JUSTIN M. SHEDD o DB 11246 PG 2407
��, PIN 1718304324 1300 RAINWOOD LN. o
MELISSA V. SHEDD � BM 1978 PG 592
/ DB 9467 PG 1728 i G'
a �O PIN 1718304276 / 1212 RAINWOOD LN.
BM 1978 PG 592
3:�� DB 13082 PG 2602
Cn BM 1978 PG 5921304 RAINWOOD LN. I
— /
_ I NSET1 A1 PLAN 11308 RAINWOOD LN.
SCALE: 1" = 20' PLAN i
m of / SCALE: 1" = 20' 0
C
M
O
INSET'B' PLAN
SCALE: 1" = 20'
•e
K01
GENERAL NOTES:
1. SEE DRAWING 500-C-011 FOR PLANTING SCHEDULE.
Ln
PLANTING LEGEND
y y y y y y
y y y y y y STREAM ZONE
y y y y y y
UPLAND ZONE
\\ \\ \\ \\ \\ \\ UPLAND SEED ZONE
+ + + + + TURF ZONE
+ + + +
CONCURRENT REVIEW APPROVAL
M
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 PART, 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.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
nl
STORMWATER
PLANNING/ZONING
FIRE
URBAN FORESTRY
SITE ACCESSIBILITY
"' LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH
T- ZONE REVDESCRIPTION BY DATE APPOF Rq AT FULL SIZE . . y ENGINEERING SERVICES DEPARTMENT
�� CONSTRUCTION PLANS FOR
LU (IF NOT 2" - SCALE ACCORDINGLY) O�� G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
E Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V
BrownAND , suite 200 DESIGNED: B. NASH WAGRAM COURT
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o ` °`°
CD Q Caldwell [phone] CHECKED: B. NASH Know what's Clow. STN CAR�ti
NC License No. F-0785 PROPOSED STREAM ALIGNMENT
o CHECKED: K. MATTFIELDllyOI
PLANTING PLAN 2
STORMW
Q -0 APPROVED: MANAGEMENT DIVISION
A ER
4/12/18 A B C D E F G H I J K I L M N
FILENAME
150371-040-C-112.dwg
BC PROJECT NUMBER
150371
SCALE
AS SHOWN
DRAWING NUMBER
040-C-112
SHEET NUMBER
68 OF 79
O P

A B C D E F G H I J K L M N O P
TOP OF CURB
NOTES: GRATE PER CITY STANDARDS
FOR SLOPE 1) THE SLOPE OF THE GUTTER TO \ USE STD. NO. SW -10.08 OR SW -10.09 �� 5'-3' -
123/4' REQES SEE THE CATCH BASIN ON THE UPHILL
16" 7" NOTE 1. SIDE SHALL BEGIN 10' FROM THEif
3' 2 DROP HANDLES Yq' (19mm) LETTERING I/z' (12mm) LETTERING
THE CATCH BASIN. THE SLOPE OF ()
(RAISED) (RAISED) O
O THE GUTTER TO THE CATCH BASIN �, SIDE ELEVATION T
FLOW LINE ON THE DOWNHILL SIDE,
o SHALL BEGIN 10' FROM
2-2" G.I. PIPE OR PVC PIPE THE CATCH BASIN. g B (22mm) 4(19mm)
8" MIN.,OVER 12' DEEP 12" MIN. 2) STEPS SHALL BE INSTALLED IN 1/2" PLASTE 2 -O
3N Ola 43114 3SNN
UP TO 6' FROM TOP OF CURB. ALL CATCH BASINS OVER 3' IN DEPTH. CITY OF RALEIGH 11tl V
I I' TREAD SURFACE 151/6' NO DUMPING! NO TIRE BASURA! S3N3210 �/ Ol SNItl210
o DEPTH SHALL BE MEASURED FROM THE I' / 1' 11/4, (384 M) DRAINS TO /61111111m, DRENES AL itlNnSV8 3N!1. ON i0NIdv4na ON
5' TOP OF THE GUTTER TO THE INVERT A /° A 2mm) NEUSE RIVER RIO NEUSE H013�Vd 30 AiI0
OF THE CATCH BASIN.
3/q' HOLES FOR
Lij HANDLES 15' I�4'
3) SOLID CONCRETE BRICKS MAY BE
iUSED IN 4X4X8 OR 4X8X16 SIZES. 8" MINIMUM; OVER 8' DEEP, CO -SEE DETAIL- (44mm)
��12" MINIMUM UP TO
CONCRETE BOXES ACCEPTABLE
12" 15" 4) NCDOT APPROVED PRECAST ° a a 13 a Q jr
FROM TOP OF CURB. ° ° a >
o 13
USING STANDARD 5' CASTINGS.2a Qd a p < COVER SECTION
rn .14
° 0 5) DOMESTIC CASTING REQUIRED WITHIN ° a p p C \ 13 a PLAN OF COVER USE EAST JORDAN 31%2 31%2
o ° °
<°p <o STREET RIGHT
OF WAY. d 13 a a dddpdd
( I ' B iIRON WORKS,
INC.
�
(80omm)
(80omm)
V-4096-23000 ° 66
P.S.1. OR APPROVED EQUAL (mm) 3'
' 73mm)
CONC. 3000 PSI CONCRETE n .T7 1 11/2
D
/2D<d.Q
.
a p 1 8 Y4 2'- 4 1/z' (19mm)
vv4
6, 12" OVER 12' DEEP 3'-0„ 2'-4 /z' I/z' (19m
m)
1/4
6 6'4 4'-4" f� 5'-3' I (32mm)
STANDARD C.B. STEP SECTION A -A (25mm)2 /zI' (25mm)
NOTES: ♦�11/2. (64mm)
1. FOR 24" RCP & LARGER USE 211/"
M 3-#3 KEBABS 1 �� �1 � � 1 _ I 21/q� ASSEMBLY SECTION M
8' LONG 1 PIPE DIAMETER PLUS 12" FOR 3' 6' /z' s' 7/z�l
3' � MINIMUM INSIDE DIMENSION. I2'
6' 6' 6• GROUT 2. 24" X 24" CASTING WITH 12", I'�4f5i}t41' INN 111/a' 9Y4' 3/4'
�/fN PLACE A SECTION B -B
oao < 5-
.
15" & 18" PIPE, 24" X 36"
o " 211/4' o00 00o CASTING USED WITH 24" PIPE TOP VIEW rA
f'o°° 0C OR LARGER. IF PLACED WITHIN I­-5'--�
° oc�8e A SIDE PUBLIC R/W CASTING MUST BE 3/6'ROUND I%z'-� �-- 12 1/2'� �I'A' END ELEVATION
2-2" PIPES 22" 2' 11/2' PLAN ELEVATION TRAFFIC BEARING TYPE PER
LONG ON A 3' NCDOT STANDARDS. 3Y4' 33//
SLOPE -16" BELOW SLIP RESISTANT CLEATS - RECESS - Y4
3. USE 4" X 4" X 8" 0 R 4" X 8" X 16 "
TOP OF C.B. q• I #3 OR III SOLID CONCRETE BLOCK. CAST IN ''/z' so. I i2
-D ­CORROSION - HD. NUT
2'-6'MIN. RESISTANT PLACE OR PRECAST CONCRETE TO - 3/6' - 16Nc - L Y4' 41/2'
s" MINIMUM, a' MATERIAL (3)T/a'-9X3%q' LG HEX HD BACK SIDE OF ASSEMBLY
MEET NCDOTSTANDARDS
OVER 12' DEEP ® (RUBBER) N.C.D.O.T. 5' BOLTS, NUTS (GRADE 8) NOTE:
~ 12" MINIMUM UP TO I2' (PLASTIC) o o WITH LOCK WASHERS USE GRADE 8 BOLTS ONLY FOR ti
I I I I ACCEPTABLE. DETAIL OF HANDLE I, 211/4' BOLTING TOGETHER
6' FROM TOP OF CURB. F
ELEVATION SECTION A -A �`7)1") 4. FOR STEP REQUIREMENT; SEE NOTE
IF STRUCTURE IS 15'TYP. 2 ON STANDARD NO. SW -10.01. SIDE ELEVATION
GREATER THAN 12'
DEEP,FOOTING IS CITY OF RALEIGH
TO EXTEND 6" CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
BEYOND THE STRUCTURE PUBLIC WORKS DEPARTMENT STD. # SW -10.01 PUBLIC WORKS DEPARTMENT STD. # SW -10.03 PUBLIC WORKS DEPARTMENT STD. # SW -10.06.1 (1 OF 2) PUBLIC WORKS DEPARTMENT STD. # SW -10.06.2 (2 OF 2)
o I/2. p o
5' O.M. CATCH BASIN STANDARD DROP INLET CATCH BASIN CASTINGS CATCH BASIN CASTINGS
6' ° < ° 6'
o
3 _
101
f- '-O„
101DETAIL ' D
DETAIL vAR DETAIL vBR DETAIL VAR VAR
4,pop.p o p a a o p a g o pao a no ° po °.p
3000 PSI CONCRETE 4'-4" ON
C-0 NO SCALE NO SCALE NO SCALE NO SCALE (0
TYPICAL MH FOR STORM SEWER
TOP OF CUR
1/2"0 STAINLESS STEEL DROP HANDLES g
CL 12 3
13/16'
Cal
pal
Pal pal
LO Pbl + pb1 a ",
U1 -4
M
pal pal
pal
25 1/4" 25 1/4" Cal
3000
P.S.I.
CON
C.
FOR SL
/4" REQ.'S
NOTE 1
7" 7"
FLOWLINE O O FLOWLINE
0 0
2-2" G.I. PIPE OR PVC PIPE
0 0
8" MIN.,OVER 12' DEEP 5
12" MIN. UP TO 6' FROM
TOP OF CURB.
0 0
5 1i " 115-
0 0
PIPE
--------------
OPE
SEE 81/4' 1' 4/2' 81/4
PIPE SIZE MH DIAMETER
12-24" 4'-0"
30-42" 5'-0"
48" 6'-0"
54" 8'-0"
1 P
- B STANDARD MANHOLE A
/RING AND COVER
f \ LO
2._0. e • e .
e F
tD a �e • e
N
Llza
0.
0
M N � 4'70" a SLOPE 45-
12.
5' � e
I1 2 • : e OR 5'-0" ' >
T C �: a e' G 6" THICK UP TO 12' DEEP
1 • °' 12" THICK OVER 12' DEEP
F -1I ,.
° c° e ° ° e , • a° a0 °o , o •O d o O a
6 0 6= 4" ° 6 4 4" A N A o •6
r 62"DP TO 12' DEEP OVER 12' DEEP - 5/6� 3000 PSI B GROUT
T 3000 PSI CONCRE A
n( IF STRUCTURE IS GREATER THAN T SECTION A -A SECTION B -B
5/8" �U 12' DEEP, FOOTING IS TO EXTEND
CD 6" BEYOND THE STRUCTURE
O
NOTE: e e
PAINT WITH RUST INHIBITING
co I� BLACK PAINT CD
NOTES: °° F
LO 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' M
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE - NOTES: CONCURRENT REVIEW APPROVAL
> DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 1. DEPTH MEASURED FROM TOP OF
U B SECTION B -B M
UA q CASTING TO INVERT OF MANHOLE. CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
DETAIL OF 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE 2.11/4' 6
a� MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 2'-0' 2. PRECAST MANHOLE COMPONENTS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
a, p b I PLATES I' II3/q' 4 SHALL MEET ASTM -C-478 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
�
3SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES3/6REQUIREMENTS. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
. . 11/2' REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
'11 3. SEE STD. # SW -10.10 FOR MANHOLEDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. I/2 COVER DETAIL. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
Q 1 __k COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
a)
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1 C15 X 33.9# CHANNEL 62 1/2" MK -cal
4 1/8" X 1" H.R. FLAT BAR 3" MK -pal
2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl
2 1/2" STAINLESS STEEL ROUND ROD 18"
8 1/2" STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
r1
O
O
X N!./Atla/OW
10Ek
MONDAY/YR X
O D1
4�:]
O
-D ­CORROSION - HD. NUT
2'-6'MIN. RESISTANT PLACE OR PRECAST CONCRETE TO - 3/6' - 16Nc - L Y4' 41/2'
s" MINIMUM, a' MATERIAL (3)T/a'-9X3%q' LG HEX HD BACK SIDE OF ASSEMBLY
MEET NCDOTSTANDARDS
OVER 12' DEEP ® (RUBBER) N.C.D.O.T. 5' BOLTS, NUTS (GRADE 8) NOTE:
~ 12" MINIMUM UP TO I2' (PLASTIC) o o WITH LOCK WASHERS USE GRADE 8 BOLTS ONLY FOR ti
I I I I ACCEPTABLE. DETAIL OF HANDLE I, 211/4' BOLTING TOGETHER
6' FROM TOP OF CURB. F
ELEVATION SECTION A -A �`7)1") 4. FOR STEP REQUIREMENT; SEE NOTE
IF STRUCTURE IS 15'TYP. 2 ON STANDARD NO. SW -10.01. SIDE ELEVATION
GREATER THAN 12'
DEEP,FOOTING IS CITY OF RALEIGH
TO EXTEND 6" CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
BEYOND THE STRUCTURE PUBLIC WORKS DEPARTMENT STD. # SW -10.01 PUBLIC WORKS DEPARTMENT STD. # SW -10.03 PUBLIC WORKS DEPARTMENT STD. # SW -10.06.1 (1 OF 2) PUBLIC WORKS DEPARTMENT STD. # SW -10.06.2 (2 OF 2)
o I/2. p o
5' O.M. CATCH BASIN STANDARD DROP INLET CATCH BASIN CASTINGS CATCH BASIN CASTINGS
6' ° < ° 6'
o
3 _
101
f- '-O„
101DETAIL ' D
DETAIL vAR DETAIL vBR DETAIL VAR VAR
4,pop.p o p a a o p a g o pao a no ° po °.p
3000 PSI CONCRETE 4'-4" ON
C-0 NO SCALE NO SCALE NO SCALE NO SCALE (0
TYPICAL MH FOR STORM SEWER
TOP OF CUR
1/2"0 STAINLESS STEEL DROP HANDLES g
CL 12 3
13/16'
Cal
pal
Pal pal
LO Pbl + pb1 a ",
U1 -4
M
pal pal
pal
25 1/4" 25 1/4" Cal
3000
P.S.I.
CON
C.
FOR SL
/4" REQ.'S
NOTE 1
7" 7"
FLOWLINE O O FLOWLINE
0 0
2-2" G.I. PIPE OR PVC PIPE
0 0
8" MIN.,OVER 12' DEEP 5
12" MIN. UP TO 6' FROM
TOP OF CURB.
0 0
5 1i " 115-
0 0
PIPE
--------------
OPE
SEE 81/4' 1' 4/2' 81/4
PIPE SIZE MH DIAMETER
12-24" 4'-0"
30-42" 5'-0"
48" 6'-0"
54" 8'-0"
1 P
- B STANDARD MANHOLE A
/RING AND COVER
f \ LO
2._0. e • e .
e F
tD a �e • e
N
Llza
0.
0
M N � 4'70" a SLOPE 45-
12.
5' � e
I1 2 • : e OR 5'-0" ' >
T C �: a e' G 6" THICK UP TO 12' DEEP
1 • °' 12" THICK OVER 12' DEEP
F -1I ,.
° c° e ° ° e , • a° a0 °o , o •O d o O a
6 0 6= 4" ° 6 4 4" A N A o •6
r 62"DP TO 12' DEEP OVER 12' DEEP - 5/6� 3000 PSI B GROUT
T 3000 PSI CONCRE A
n( IF STRUCTURE IS GREATER THAN T SECTION A -A SECTION B -B
5/8" �U 12' DEEP, FOOTING IS TO EXTEND
CD 6" BEYOND THE STRUCTURE
O
NOTE: e e
PAINT WITH RUST INHIBITING
co I� BLACK PAINT CD
NOTES: °° F
LO 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' M
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE - NOTES: CONCURRENT REVIEW APPROVAL
> DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 1. DEPTH MEASURED FROM TOP OF
U B SECTION B -B M
UA q CASTING TO INVERT OF MANHOLE. CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
DETAIL OF 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE 2.11/4' 6
a� MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 2'-0' 2. PRECAST MANHOLE COMPONENTS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
a, p b I PLATES I' II3/q' 4 SHALL MEET ASTM -C-478 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
�
3SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES3/6REQUIREMENTS. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
. . 11/2' REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
'11 3. SEE STD. # SW -10.10 FOR MANHOLEDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. I/2 COVER DETAIL. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
Q 1 __k COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
a)
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1 C15 X 33.9# CHANNEL 62 1/2" MK -cal
4 1/8" X 1" H.R. FLAT BAR 3" MK -pal
2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl
2 1/2" STAINLESS STEEL ROUND ROD 18"
8 1/2" STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
OPE
SEE 81/4' 1' 4/2' 81/4
PIPE SIZE MH DIAMETER
12-24" 4'-0"
30-42" 5'-0"
48" 6'-0"
54" 8'-0"
1 P
- B STANDARD MANHOLE A
/RING AND COVER
f \ LO
2._0. e • e .
e F
tD a �e • e
N
Llza
0.
0
M N � 4'70" a SLOPE 45-
12.
5' � e
I1 2 • : e OR 5'-0" ' >
T C �: a e' G 6" THICK UP TO 12' DEEP
1 • °' 12" THICK OVER 12' DEEP
F -1I ,.
° c° e ° ° e , • a° a0 °o , o •O d o O a
6 0 6= 4" ° 6 4 4" A N A o •6
r 62"DP TO 12' DEEP OVER 12' DEEP - 5/6� 3000 PSI B GROUT
T 3000 PSI CONCRE A
n( IF STRUCTURE IS GREATER THAN T SECTION A -A SECTION B -B
5/8" �U 12' DEEP, FOOTING IS TO EXTEND
CD 6" BEYOND THE STRUCTURE
O
NOTE: e e
PAINT WITH RUST INHIBITING
co I� BLACK PAINT CD
NOTES: °° F
LO 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' M
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE - NOTES: CONCURRENT REVIEW APPROVAL
> DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 1. DEPTH MEASURED FROM TOP OF
U B SECTION B -B M
UA q CASTING TO INVERT OF MANHOLE. CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
DETAIL OF 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE 2.11/4' 6
a� MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 2'-0' 2. PRECAST MANHOLE COMPONENTS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
a, p b I PLATES I' II3/q' 4 SHALL MEET ASTM -C-478 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
�
3SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES3/6REQUIREMENTS. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
. . 11/2' REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
'11 3. SEE STD. # SW -10.10 FOR MANHOLEDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. I/2 COVER DETAIL. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
Q 1 __k COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
a)
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1 C15 X 33.9# CHANNEL 62 1/2" MK -cal
4 1/8" X 1" H.R. FLAT BAR 3" MK -pal
2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl
2 1/2" STAINLESS STEEL ROUND ROD 18"
8 1/2" STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
1 P
- B STANDARD MANHOLE A
/RING AND COVER
f \ LO
2._0. e • e .
e F
tD a �e • e
N
Llza
0.
0
M N � 4'70" a SLOPE 45-
12.
5' � e
I1 2 • : e OR 5'-0" ' >
T C �: a e' G 6" THICK UP TO 12' DEEP
1 • °' 12" THICK OVER 12' DEEP
F -1I ,.
° c° e ° ° e , • a° a0 °o , o •O d o O a
6 0 6= 4" ° 6 4 4" A N A o •6
r 62"DP TO 12' DEEP OVER 12' DEEP - 5/6� 3000 PSI B GROUT
T 3000 PSI CONCRE A
n( IF STRUCTURE IS GREATER THAN T SECTION A -A SECTION B -B
5/8" �U 12' DEEP, FOOTING IS TO EXTEND
CD 6" BEYOND THE STRUCTURE
O
NOTE: e e
PAINT WITH RUST INHIBITING
co I� BLACK PAINT CD
NOTES: °° F
LO 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' M
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE - NOTES: CONCURRENT REVIEW APPROVAL
> DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 1. DEPTH MEASURED FROM TOP OF
U B SECTION B -B M
UA q CASTING TO INVERT OF MANHOLE. CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
DETAIL OF 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE 2.11/4' 6
a� MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 2'-0' 2. PRECAST MANHOLE COMPONENTS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
a, p b I PLATES I' II3/q' 4 SHALL MEET ASTM -C-478 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
�
3SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES3/6REQUIREMENTS. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
. . 11/2' REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
'11 3. SEE STD. # SW -10.10 FOR MANHOLEDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. I/2 COVER DETAIL. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
Q 1 __k COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
a)
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1 C15 X 33.9# CHANNEL 62 1/2" MK -cal
4 1/8" X 1" H.R. FLAT BAR 3" MK -pal
2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl
2 1/2" STAINLESS STEEL ROUND ROD 18"
8 1/2" STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
° c° e ° ° e , • a° a0 °o , o •O d o O a
6 0 6= 4" ° 6 4 4" A N A o •6
r 62"DP TO 12' DEEP OVER 12' DEEP - 5/6� 3000 PSI B GROUT
T 3000 PSI CONCRE A
n( IF STRUCTURE IS GREATER THAN T SECTION A -A SECTION B -B
5/8" �U 12' DEEP, FOOTING IS TO EXTEND
CD 6" BEYOND THE STRUCTURE
O
NOTE: e e
PAINT WITH RUST INHIBITING
co I� BLACK PAINT CD
NOTES: °° F
LO 1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10' M
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE - NOTES: CONCURRENT REVIEW APPROVAL
> DOWNHILL SIDE , SHALL BEGIN 5' FROM THE CATCH BASIN. 1. DEPTH MEASURED FROM TOP OF
U B SECTION B -B M
UA q CASTING TO INVERT OF MANHOLE. CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
DETAIL OF 2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE 2.11/4' 6
a� MEASURED FROM THE TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. 2'-0' 2. PRECAST MANHOLE COMPONENTS PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
a, p b I PLATES I' II3/q' 4 SHALL MEET ASTM -C-478 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
�
3SOLID CONCRETE BRICKS MAY BE USED IN 4X4X16 OR 4X8X16 SIZES3/6REQUIREMENTS. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
. . 11/2' REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
'11 3. SEE STD. # SW -10.10 FOR MANHOLEDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS. I/2 COVER DETAIL. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
Q 1 __k COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
a)
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1 C15 X 33.9# CHANNEL 62 1/2" MK -cal
4 1/8" X 1" H.R. FLAT BAR 3" MK -pal
2 3/8" x 3" H.R. FLAT BAR 10" MK-pbl
2 1/2" STAINLESS STEEL ROUND ROD 18"
8 1/2" STAINLESS STEEL HEX NUTS
4 1/2" STAINLESS STEEL FLAT WASHERS
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
2 I/2 2/z B
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY. 4. DOMESTIC CASTINGS REQUIRED THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
TYPE A WITHIN STREET RIGHT-OF-WAY. CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IIN 31/4' SECTION C -C LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
411212,
1 2 I '/2' STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH CITY OF RALEIGH SECTION A -A CITY OF RALEIGH TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -10.07 CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT STD. # SW -10.02 PUBLIC WORKS DEPARTMENT STD. # SW -10.05 PUBLIC UTILITIES CV
CATCH BASIN STEEL TOP DOUBLE WIDTH CATCH BASINPUBLIC WORKS DEPARTMENT STD. # SW -10.09 STANDARD CLASS "A" MANHOLE STORMWATER
STANDARD 24 X 36 STANDARD DROP INLET CASTING
DROP INLET CASTING
PLANNING/ZONING
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P
Cm
DETAIL vAR DETAIL vAR DETAIL G DETAIL ��R FIRE
O VAR URBAN FORESTRY
�I
NO SCALE
I ­NO SCALE NO SCALE SITE ACCESSIBILITY
� NO SCALE
0
`n LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
WI ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-001.dwg
CD ZONE REV. DESCRIPTION BY DATE APP. �y <F, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
?�
BrownAND �Sulte 200 DESIGNED: R. SPROWL � SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o °"'° " ���
CIVIL AS SHOWN
Q Caldwell [phone] CHECKED: R. sPRowLow> below
H cARo� DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 1
a CHECKED: K. MATTFIELD Callbefomyorud 500-C-00
SHEET NUMBER
i v APPROVED:STORMWATER
69 OF 79
MANAGEMENT DIVISION
55 4/12/18 A B C D E F G H I J K L M N 0 P

A B C D E F G I H I J K L M N O P
JOINT FILLER
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION REQUIRED TRANSITION LENGTH
JOINTS OR AT ALL RIGID OBJECTS. 1/2 "EXPANSION
1/8" RADIUS (TYP.) JOINT TYPICAL TRENCH LIMITATIONS:
10'-0"
Bd WIDTH FROM BOTTOM TO 12" ABOVE PIPE
5'-0" W CLEARANCE TO WALL, EXCLUDING SHEETING, I.E. TO
CD o ----------- --- \ EARTH CD
\ D PIPE INSIDE DIAMETER, I.E. NOMINAL PIPE SIZE
CD FRONT ELEVATION 10'-0"
gc PIPE OUTSIDE DIAMETER
TRANSVERSE EXPANSION JOINT _� 1/2 " EXPANSION
JOINT Bt DEPTH OF BEDDING FROM INVERT OF PIPE TO BOTTOM OF
7„ TRENCH
6" 24" �
4:1 4.5"
� D, W MIN, Bd MAX, NOTES:
SLOPE=1/2"IFT. \ Bt MIN,
IN. IN. IN. IN. 1. FOR BEDDING TYPE SEE TABLE A,
3" 11 " ° ° ° ° °
6,1 ° 3.. ° ° ° ° °
SLOPE=1/2"IFT. ° • ° ' 6.5"°• ° ° " 7" FACE OF CURB \ o ; 5' CITY 64' PUBLIC R/W 5' CITY SECTION BACKFILL:
o - UTILITY I UTILITY 0-6 6 Bc +24 3 2. INITIAL BACKFILL: SEE TABLE A,
° ' . > 10" EASEMENT EASEMENT 8-24 8 Bc +24 6
° ° NOTES: :r':° ' AA 14' 36� B -B 1a' SECTION 02200.
6 ° ° °. ' 17-
I 18" r 1 1. TRANSITION NOT TO BE LOCATED WITHIN BB I 3. SUBSEQUENT BACKFILL: SEE TABLE A,
°-. r s' s' a' 10' 10' 8' s' s' 2' 27-60 12 Bc +36 12
THE CURB RADIUS. CC7" 30 I PARKING PARKING I OVER 60 18 Bc +42 12 SECTION 02200.
2.5' 2.5' 4. THIS DETAIL IS TO BE USED FOR SW,
° 2. 30" VALLEY TYPE GUTTER I � � I SS, AND W PIPE INSTALLATIONS
1. 30" CURB &GUTTER 2'-6" 2'-6" 2'-6" 2'-6" I I TYPICAL VERTICAL TRENCH
e 2•� GRADE Py .
• • M�� I va°iFr POINT va°rFr
�
121
P�.?�MqX AS REQUIRED
SHEETING OR SHORING
n • m A B C z `�
° 12"
00 0° o cli eo 0 0o eoeo CO
d c N 0�0°O °o0o00°0%.
:4[°oboe o0°0 000 �o°, p°0000��°0000°Oo FACE OF CURB I (TYPICAL) 1 SAW CUT MIN. GRADE FINISHED
°
a BACK OF CURB
CO °4
°
A ° 4" COMPACTED A.B.C. UNDER STANDARD q N 00
CURB & GUTTER (MIN) N LIP OF GUTTER I /
91, 9„
SLOPING SIDES �1
V-6" NO VALLEY CURB SHALL BE USED ALTERNATIVE �/ VARIES
AT INTERSECTIONS, HYDRANTS, ETC. A B C
CONSTRUCTION /
MEDIAN CURB AND GUTTER 6" 24" PLAN VEIW SUBSEQUENT (TYP) \ /
SIDE ELEVATION GENERAL PAVEMENT DESIGN BACKFILL SEE NOTE 3 \/ /
7 1/2" 8 3/4" B
NOTES: WALKWAY TYPE SIDEWALK BOTH SIDES (T P)
1. 10' MAXIMUM BETWEEN DUMMY JOINTS. 6" ° 3„ 3 ° ' PLANTING TYPE TREE/LAWN 3" SF9.5A /
8" ABC W (TYP) /
15' MAXIMUM BETWEEN DUMMY JOINTS ON SLOPE=1/2"/ FT. 12 e e ; e• , °'°; 12 °• :' . a e 10 7] a��
TREE SPACING 40' O.C. AVGMACHINE POURS. ° ° ° n mp •e...'O' a°'. e` 7 0 ° •' °?. o°•,
~ 2. 1/2" EXPANSION JOINT EVERY 50'. 6.. PARKING TYPE PARALLEL ON 2 SIDES ~
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM. ° ° 511 12"MIN.
° ' ° ° ° ° ° 2'-6" 2'_6„ 2'-6" Bc , (TYP)
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
Imm-
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT SPILL CURB DETAIL (TYP)
STANDARDS & SPECIFICATIONS FOR ROADS AND SECTION A -A SECTION B -B SECTION C -C CITY OF RALEIGH
STRUCTURES. CITY OF RALEIGH PUBLIC WORKS DEPARTMENT STD. # T-10.12
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED CITY OF RALEIGH INITIAL
WITH JOINT FILLER AND SEALER IN ACCORDANCE PUBLIC WORKS DEPARTMENT STD. # T-10.26.1 (1 OF 2) PUBLIC WORKS DEPARTMENT STD. # T-10.26.2 (2 OF 2) RESIDENTIAL STREET DETAIL BACKFILL SEE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01 CURB AND GUTTERS CURB TRANSITION TO 2' - 6" VALLEY GUTTER �\
THE JOINT MATERIAL SHALL CONFORM TO SECTION C NOTE 2\\/
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR rADETAIL\\
ROADS AND STRUCTURES. B VAR �// D
DETAIL
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND VAR DETAIL
C-0GUTTER SUPERELEVATION RATES. VAR NO SCALE j
NO SCALE NO SCALE
SAW CUT SAW CUT BEDDING \�
AND TACK AND TACK SEE NOTE 1
T5 @ 6" TOP & BOTTOM
loll10"
1`-10%It 4'-3" 2 rrGn _ 2" -211 2' 2rr EXISTING\ PAVEMENT NEW ASPHALT 3" MINIMUM EXISTING PAVEMENT \\ Bt (TYP)
11�1g„- �"� FILL FACE � / !/ i
I 6 SPA. @ 9" - jI FILL FACE I
'TOrP OF FOOTING 11 N1 @ 8" „N„@ 9„ "V"@ 1'-6" Oo0° 0 0 o 0000° o° O°a 0 o O o 0 o O o 0 O o 0 00 o 0 Q O a 0� OQ �p�0o°O °0°O 0
I @WING WALL OOoO 0 0000 00000 ° ° ° ° ° 0 °o O o 0 0 00 / \\.
Z1 0 0 0 O ° ° o°o NEW ABC 12" MINIMUM DEPTH ° O ° 0 0 ° 000°0000 0,0 U o TOE PENETRATION OF
PIPE NOT rrH°� OoO° °° ° ° 00000. 0 SHEETING AS REQ'D
0r -' I SHOWN „ „ OO oo 0.000 00 000 O O o0 °O 0 000 0 00
Z2 Vi @ 1'-4" 6„ V-6" _ Z T4 EXISTING ABC 1' KEY -IN 1' KEY -IN EXISTING ABC /\\
L @ WING WALL N h I III I I II III
71
r
q I; - N� - - EXISTING 1' II I I�I I III I I�I 1' TYPICAL TRENCH DETAIL
I � �51
r N � t T4
y. i 'Q I "Tyr I -1 i 1 -i
I a I T4� Z3 6 - T 8" T5 @ 6" �O g" COMPACTED FILL DETAIL rD
%. 61/" I 5 SPA. @ 9" 2-N2, 3'-0"
I=1 I I=1 I I I=1 I I=I VAR
2-N3, 2-N4 SECTION - AA
BB 1=1 11=1 111=1 11=1
2r2' -41/2"r SECTION - - -NO SCALE
° PLAN 1-111-1111-1117 1
BILL OF MATERIAL FOR ENDWALL :m
81-6v#
III
8'-6" REINF. STEEL 1 PIPE
5 SPA. @9" FILL BAR SIZE LENGTH NO. WEIGHT
- FACE 2-N2, 2-N3, 2-N4
2-G1 131 #4 5'-6" 4 15
�/�
2-N1 @ 8" 2 SPA. @ 1'-9" STR.►►►p - B FILL FACE FACE 2-H1, 1-H2 H2B2 #4 4-6 4 12
3 SPA. @ V-2" FILL 2 SPA. @ V-6" G1 #7 81-211 2 33
1-V1 STR. FACE FACE 3-H1, 1-H2 V2 FILL FACE H1 #4 5'-6" 10 37
C) ^ N2 1-Y2, 1-V3, 1-V4
2-B2 H2 #4 31-611 4 9
N �Q. r NOTES:
N4 N1 #4 7 -11n 4 21
O CD
2 W 3" 6 DRAINS V4 N2 #4 61-711 4 1$ 1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
LO CV N 6" ABOVE
0 l I - FLOW LINE H1 N3 #4 5► -811 4 15 2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY CONCURRENT REVIEW APPROVAL
xf =1_ _ N4 #4 41-9 4 13 OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO co
U 6" N N 11'- 10 /1 6 47 T-99 AS MODIFIED BY NCDOT. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
"z" T 1 #4
T4 3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
o' m CONST. JT. 2-B1 T4 #4 5'-3" 6 21
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
T5 #4 21-611 34 57 AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
W B WING ELEVATION MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY CITY OF RALEIGH ENGINEER. REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
N V1 #4 51-9"2 8 DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
o ELEVATION 4. THE ENTIRE THICKNESSNERTICAL EDGE OF THE CUT SHALL BE TACKED.
Q V2 #4 4'-101/ 2 6 MODIFIED CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
UI N co , „ V3 #4 31-11 " 2 5 STATE OF NORTH CAROLINA THE ASPHALT BE LESS THAN 3" THICK. THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
> Z z z z Z11 31-5" DEPARTMENT OF TRANSPORTATION CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
-p il�jr, V4 #4 31-111 2 4 6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
Z2 3'_O" Z1 #4 3'-1111 6 16 DIVISION OF HIGHWAYS DRUM ROLLER TO ACHIEVE A SMOOTH, LEVEL PATCH. STATE, AND FEDERAL RULES AND REGULATIONS.
r r1 ENGLISH STANDARD DRAWING FOR
Z3 2'-7" Z2 #4 3#-61l 4 9 TRANSPORTATION FIELD SERVICES
REINFORCED CONCRETE ENDWALL
U) � "' 6" HK. Z3 #4 31-11" 4 8° CITY OF RALEIGH PUBLIC UTILITIES CN� H1 4-11'1 FOR SINGLE 54 PIPE - 90 SKEW 838.21 (1 OF 2) PUBLIC WORKS DEPARTMENT STD. # T-10.05
H2 2'-11" r rr STORMWATER
REINFORCED CONCRETE ENDWALL ASPHALT PAVEMENT PATCH
"H" BARS "N" BARS "Z" BARS REINF. STEEL LBS. >< 354 PLANNING/ZONING
i L"H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. DETAIL VAR DETAIL VAR
FIRE
0 CION. /R.Ce. CU. YDS 5.0 URBAN FORESTRY
�I SITE ACCESSIBILITY
ti NO SCALE NO SCALE
0
`O LINE IS 2 INCHESEXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-002.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �y <c�, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
uJ V C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: R. SPROWL x SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
IVIL AS SHOWN
a Caldwell [phone] CHECKED: R. SPROWL KnnwwnOfODETAIL SHEET 2
N CAROB DRAWING NUMBER
NC License No. F-0785
a CHECKED: K. MATTFIELD Callbefomyoud 500-C-002
SHEET NUMBER
i v APPROVED:STORMWATER
5 -T -71MANAGEMENT DIVISION
70 OF 79
55
4/12/18 A B C D E F G H 1 1 K L M N 0 P

A B C D E F G H I I I J I K L M N O P
EXISTING
14 R A OR
,O��C �4,S/ON✓p7� PAVEMENT D GUTTER LINE DRIVE APRON Y SIDEWALK
\A T / +1r
O �G,10 DUMMY JOINT R/VJ O
p.00 00 +2.08% 11 °
0� i11; 1 -4/° r
EXPANSION JOINT
W } ° 100' TO 200' "Pi"4
�O�G�o 61 (SEE NOTE 5) SIDEWALK 9'6 �0 -15/ ROAD
G 6'
0�0\'Qcj\ 48"
TMP.) -74
DUMMY JOINT "
EXP. JOINT EXP. JOINT 0
3��0 \ ✓p�NT \\\\ 2' 6.5' 6' * 5' 5' MAX MAx ® DI © W © DI
FWo O�\� ! 8.5' \\\ 00000000000 ill" EXPANSION JOINT ** 0
��s�p � O\`�O! \\\\ .22222222 GRASS AREA DRIVEWAYAPRON DUMMYJOINT 6
ti ✓p QP J Q V �. ` \ 5' FOR SENSITIVE AREA AVENUE •
20' MIN. 3.5' RAD ♦ •
SEE SIDEWALK ACCESS
RAMP DETAIL T-20.01.1 (SEE NOTE 6.) MONOLITHIC POUR (SEE NOTE 6.) C
n' 00000000000
y DOWN
\ •°.';°o°° 112 �o y\��\G0 �/•�q -Y \\ \ CURB C p B p TRAFFIC BUFFER BUFFER STREAM
7N �C / \\ AND SENSITIVE AREA RESIDENTIAL STREET p
TAPER SPACE SPACE TAPER
�0\-
o00 A ✓O/�� \\\\ (SEE NOTE ].) GUTTER (SEE NOTE YT)) SD' YIN. 100'
)� C \\\ A. CURB & GUTTER, SIDEWALK SECTION
�D ro srw �
AHTAD
112" EXPANSION JOINT \V2" EXPANSION JOINT AX 49" 48 0 -ft
\\\\ INSET FOR 2 LANE ROADWAYS WITH 2 -WAY TURN LANE
\\ ALL OTHER DEVICES ARR+E THE SAME AS ABOVE
\ � 7
3.5' RADIUS \\\\\ EXPANSION JOINT
\\\\ MAX. SLOPE 114"-1' •
\\ 117' EXPANSION JOINT VARIABLE 6' 8' 5' •
Jt
SIDEWALK PAVEMENT
ae" ♦ • 4A 48"
7.5 PAVEMENT WIDTH SHOULDER\\ °° o / rL�JI TWO-WAY DOWN
° 7" GUTTER 6' VAR. UP TO 25' MAX WIDTH X TRAFFIC BUFFER BUFFER STREAM
TAPER SPACE SPACE TAPEfl
60'-100' 50' MIN. 50' YIN. 200'
� %a"/FT +fig°/°
�2'- 6.5' SECTION A -A
1 OR +8% GENERAL NOTES FOR FLAGGER OPERATIONS
d� o o�� /4" PER FT.
-2.08% 1- REFER TO STD. 1101.11 SHEET 4 FOR SIGN SPACING.
oOoa 0 p o ooh •c�•�,. •° a O° \ III _III -III _ 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. �y�
EXPANSION \\�00o po U n. .° o o \ 9- PLACE LANE CLOSURES AGAINST THE TRAFFIC FLON, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. W
-8.33% 4- PLACE CONES THRU THE WORK AREA
AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT.
JOINT \ o 00 o Oo '0 00 0 o pC 18 j 5- EXTEND LME CLOSIRES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAMER.
° O�o°o°°. o o°o� NOTES: OR ///,// \ ° (REFER TD Ste. „D,.,, SHEET 2)
�\ C, // S- DO NOT STOP TRAFFIC IX ANY ONE DIRECTION FOH PONE THAN 6 MINUTES A7 A TIME.
�g 0 o po 1" /FT /\ 7- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
° o°00000 00��0 1/2" EXPANSION JOINT
^000 ° o0 0 0 1. WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER 6.THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE 2 S- USE NTERSECT TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LME CLOSURE. SUPPLEMENT FLAMERS THE
LOCATED
00 . 0 0 � S � AT INTERSECTIONS WITH FLAMER MEAD SIGNS (W20 -7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAIHOEII
°o°oo°q"0 SLOPE 114" 1' (MAX) OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT. WHERE INTERSECTIONS ME SIGNALIZED AND PLACE SIGNALS IN THE FLASH MODE.
5' 9- FLAMERS SHALL NOT STAND IN THE ROADWAY.
I / \ " * 6" SIDEWALK STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED, 7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE. LEGEND GENERAL NOTES FOR PILOT CAR OPERATIONS
7.5 THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY 8. 7' MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS. ♦ 1 USE PILOT CMS WHEN DIRECTED BY THE ENGINEER.
CONE 2- IF ROADWAY WIDTH I3 LESS THAN 22 FEET (EDP TO EDP), CONES MAY NOT BE REQUIRED ALONG WORK AREA,
SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4" SLUMP CONCRETE. 45' PORTABLE SIGN MIN. BETWEEN DRIVEWAYS ON SAME LOT. AND AT THE DIGRESSION OF THE ENGINEER, CONES MAY BE OMITTED ALONG THE WORK AREA IF USING A PILOT CM.
7„ 6„ Ia (NOTE: CONES ME ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS).
2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN r FLAMER 3- MOUNT SIGN 8e0-4 "PILOT CM M FOLLOW ME' AT A VISIBLE LOCATION ON THE REOF THE PILOT VEHICLE.
1/2" EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40' ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING
B. SHOULDER SECTION « DIRECTION OF TRAFFIC FLow 4 DO IN TDIOFTTE MOREAR TC N ONE (1) MILE OF LME CLOSURE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO
5- ADVISE RESIDENT$ AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND INGRESS
INTERVALS & DUMMY CONSTRUCTION JOINTS AT U INTERVALS. DUMMY A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE R/W FROM DRIVEWAYS DURING FLAGGING MD PILOT CAO OPERATIONS.
2' 6.5' 6' JOINTS SHALL BE AT LEAST 1/3 THE SLAB THICKNESS IN DEPTH. TO THE CURB AND GUTTER LOCATION. NOTE:
3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 1/4" PER FT. 10. ALL CONCRETE MUST BE POURED ON SAME DAY AS INSPECTION IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER
* USE 6.5" WHEN DRIVEWAY IS USED IN LIEU 4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS IN ROW. OR RE -INSPECTION IS REQUIRED. AND A POINT 30 FEET FROM THE CURB AND GUTTER
OF A WHEELCHAIR RAMP TO ACCOMMODATE 5. W -DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS: ~
12:1 MAXIMUM SLOPE (ADA COMPLIANT), 10' MINIMUM - 24' MAXIMUM FOR RESIDENTIAL DRIVEWAYS EXCEEDS MAXIMUM OOF 8° 8 THIS SLOPE SHALL BE ADJUSTED TO A
SUCH AS IN A CUL-DE SAC. 36' MAXIMUM FOR COMMERCIAL DRIVEWAYS .33% (1 "/FT) UP OR 4.17% (1/2" /FT )
DOWN. NCDOT DIVISION OF HIGHWAYS ENGLISH
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH STANDARD DRAWING FOR TEMPORARY
PUBLIC WORKS DEPARTMENT STD. # T-10.01.1 (1 OF 2) PUBLIC WORKS DEPARTMENT STD. # T-10.01.2 (2 OF 2) PUBLIC WORKS DEPARTMENT STD. # T-10.04
LANE CLOSURES 1101.02 (1 OF 14)
DRIVEWAY AND SIDEWALK DETAIL DRIVEWAY AND SIDEWALK DETAIL DRIVEWAY GRADES TEMPORARY LANE CLOSURE
DETAIL VAR DETAIL B DETAIL vAR DETAIL vDR
VAR
C-0 NO SCALE NO SCALE NO SCALE NO SCALE (0
CASTINGS PER DETAILS ON GENERAL NOTES: MANHOLE RING AND COVER. ADAPT SUPPORT DIMENSIONS
BACK OF CURB " " TO MATCH DROP
500-C-001. ADAPT ACCORDINGLY USE CLASS B CONCRETE THROUGHOUT.
X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" EXPANSION JOINTS PRECAST CONIC LID W/ #5 @ 10" EW DETAIL D/500 -C-006 INLET WALL
" ON CENTER. USE STEPS WHICH COMPLY WITH DETAIL A1500 -C-001. 6rr ADDITIONAL 5 BARS FOR BARS DISPLACED
4rsn
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR 04 BAR DOWELS AT E 4'-s' THICKNESS.
o•.':: o• v'' : P o":: v o 12" CENTERS AS DIRECTED BY THE ENGINEER. rr rr BY MANHOLE. ADDITIONAL 5 BAR
Y Y T _ - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. #4 BARS "V" 6 6 CASTINGS PER DETAILS ON, #
A @ EQUAL SPACES 600-C-001. ADAPT ACCORDINGLY ALL (4) SIDES OF LID AT PERIMETER
RCP PIPE TO BE INSTALLED ABOVE BOTTOM OF PIPE AND INVERT GROUTED PER DETAILS 1 i�rr 11� n
ON 500-C-001. 3"
6" B 6" = USE CITY OF RALEIGH CASTINGS UNLESS OTHERWISE INDICATED.
o' - - - - :o.
o'. FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 0�0o i
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
: v' • : P' - v • o' - o • • o' ;o QUANTITIES ACCORDINGLY. R co Go R co
- w INLET
CONSTRUCT WITH PIPE CROWNS MATCHING. ¢ a PLAN 6'-0" ^
PLAN 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". ¢ tan w m
SECTION X -X DRAWING NOT TO SCALE. a am ? LL CURB AND GUTTERWITHCATCH BASIN ON STEEP GRADES SEEV SHEET
-IIITOP ELEVATION. X _ v t3
m io 7D w LU
0 CIA. USE ON FLAT ELEV. EXPANSION JOINT 6"040-C-103 4
'-0" OPENING
TOP ELEVATION GRADES 2% AND UNDER � T YP (4) SIDES
- - - CASTINGS PER DETAILS ON
500-C-001. ADAPT ACCORDINGLY STEPS - DETAIL A/500 -C-001. STEPS - DETAIL A/500 -C-001.
S 3'-0"1 13'-0" DEPRESSED GUTTER LINE NOTES: SUPPORT AT EACH
6�� A :' EXPANSION JOINT N
� � s' TOP ELEVATION - - - - - - - - - - - - - I ,,,. 1. DROP INLET BOX TO BE PRECAST CONCRETE AND AS CORNER, 6 HIGH
"� _
PLAN OF TOP SLAB SECTION S -S SPECIFIED PER DETAIL 8/500-C-001. REINFORCING FOR
m q ELEVATION DROP INLET AND SUPPORTS BY PRECAST VENDOR.
v
o I � 6" .0'':` •• p'. o E � NORMAL CURB AND GUTTER ON LIGHT GRADES
B 2. CORNER SUPPORTS TO BE CAST AS PART OF DROP INLET.
ESI
P* ti,' NORMAL GUTTER LINE 3. PROVIDE LIFTING EYES FOR LID.
s" G s" rr „ ,� rr EXPANSION JOINT Err 4. CONTRACTOR SHALL SECURE LID BY EPDXY ANCHORING A
SECTION Y -Y 6'' C Err s E #8 w BARS #a BAR 6 TOP
D USE ON GRADES OVER 2`1c ELEV. #5 BAR WITH 8 -INCH EMBEDMENT AT EACH SUPPORT.
(� :o• o : D #4 BARS "V" a
O RISER HT. p. o'. @ EQUAL SPACES -
U VARIES c o; :o o �� I DEPRESSED GUTTER LINE
,. a.. o. : I 10 6 -o NCDOT DIVISION OF HIGHWAYS
' 6" ' 'o' 'o' °•'o' '''•'P' EXPANSIONJOINT 0 ,
o r T L °'' " '_ " I ENGLISH STANDARD DRAWING 840.02
C v SEE NOTET Err SECTION J -J m o. o '.. ; s o' 1
#4 BARS r,�1 s 1
WHERE 30" TO 36" PIPE IS USED ELEVATION CONCRETE TOP OPEN
CY)SECTION M -M DOWEL
O WHERE 42" TO 54" PIPE IS USED SECTION R -R NORMAL CURB AND GUTTER ON STEEP GRADES THROAT DROP INLET
Ln WHERE 30" TO 36" PIPE IS USED
G RISER HT. MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * DETAIL G CONCURRENT REVIEW APPROVAL
VARIES 0.4::; o'�:' o• DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS
0 J �.ol J PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSION BARS -U BARS -V BARS -W TOP BOTTOM TOT. CONC. ONE PIPE 040-C-103 M
' - - - - - - - - - - •I ° .: D A "B H SLAB FOR YINIHUI
UB
12" 3'-0" 2'-2" 2'-8" 0.235 0.772 0.015 0.026
q 15" 3'-0" 2'-2" 3'-O" 0.235 0.828 0.023 0.036 NO SCALE PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
:vl ° I �' 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
v LL p :I a a �.I m 24" 3'-0" 2'-2" 3'-8" 0.235 1.001 0.059 0.085 AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
N �' I °.' :..A �o: 30" 3'-0" 2'-2" 3'-4" 4'-3" V-2" 4'-0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
36" 3'-0" 2'-2" 3'-10" 4'-9" V-8" 4'-0" 4 V-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER DESIGN
DE C P R E
Q WHERE 42" TO 54" PIPE IS USED :° '.. , .°'. °•. , ...'•'. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
o. ,'''.'o".. o. ,'''.'°`'.: ti..:. `°". p' ..• o :: P .• o":; v ,. o : P 42" 3'-0" Zr_2rr 4'-5- 5r 3rr 1r_5rr 3r_,1rr 4 1'-8" 2 2`-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
UI DETAIL SHOWING METHOD 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
OF RISER CONSTRUCTION 54" 3'-0" 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401 THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
>> PLAN PLAN CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
C * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
`� MODIFIED B - DIMENSION TO BE SAME AS G
> DIMENSION FOR AD CB 01 AND AD CB 02. STATE, AND FEDERAL RULES AND REGULATIONS.
NCDOT DIVISION OF HIGHWAYS MODIFIED TRANSPORTATION FIELD SERVICES
NCDOT DIVISION OF HIGHWAYS
ENGLISH STANDARD DRAWING 840.02 PUBLIC UTILITIES N
CONCRETE CATCH BASIN 12" TO 54" PIPE 1 OF 2 ENGLISH STANDARD DRAWING 840.02
( ) CONCRETE CATCH BASIN 12" TO 54" PIPE (2 OF 2) STORMWATER
3Cm
E PLANNING/ZONING
DETAIL C r FIRE
O VAR VAR URBAN FORESTRY
] �I NO SCALE SITE ACCESSIBILITY
co I NO SCALE
O
LID LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq<c�CONSTRUCTION PLANS FOR 150371-500-C-003.dwg
(IF NOT 2"
C7 - SCALE ACCORDINGLY) ZONE REV. DESCRIPTION BY DATE APP. �y , BC PROJECT NUMBER
JV C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
BrownAND Suite 200 DESIGNED: R. SPROWL SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
IVIL AS SHOWN
a
Caldwell(919)233-9178s �1 C
CHECKED: R. SPROWL Knowwhat0101N. DETAIL SHEET 3
�N APON DRAWING NUMBER
NC License No. F-0785 500-C-003
a CHECKED:
K. MATTFIELD Call before you ft
STORMWATER SHEET NUMBER
i 0 APPROVED:
MANAGEMENT DIVISION
71 OF 79
55 4/12/18 A B C D E F G H I J K I L M N 0 P

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LINE WIRES
MIN. 12-1/2 GA.
MIN. 10 GA. DO NOT ENTER MIN. 12-i/2 GA.
LINE WIRES
INTERMEDIATE
00
❑ ❑ 0 oh °
000 �0 00
SILT FENCE FABRIC
INTERMEDIATE
WIRES
o 00 00 00 00 00 00
0o
INSTALLED TO SECOND
WIRES
000 o Ooo �$O� o�0000000 p0p0o O000�O 0000
HIGH STRENGTH
WIRE FROM TOP
GRADE
�� °� ° Oo.Cbo. o� OQo Q 0op000o00 0
STRAPPING FOR
!
000 0�'0 0 0 (bo 00 °0°00 o
HOLDING HOSE IN
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`0 000 ° ° o 0 Oo
0 000 o °0 ���ce
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PLACE
D
11111-11111 =11111=11111=11111 11111=11111=11111=11111-11111=11111-11111=11111-11111=11 -11111=11111=11111=11111=11111 =11111=1I'
= VIII = IIIII
IIIII - IIIII _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _
-IIIII=11111 =IIIII=IIIII=IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII-IIIII=IIIII=IIIII=IIIII=IIIII=11111 =IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=11111 IIII II -IIIII=11111 IIIII=IIIII=IIIII=IIIII=11111
= IIIII = IIIII
IIIII IIIII
ORANGE, UV RESISTANT
IIII HIGH - TENSILE STRENGTH – IIIII
L
Q000
oo O O0 0 p o0 ° 8 p 000 0 �° (�0 0°0
Oo0p00 o o oQ � p mb-Q o0 000 oo(�n0
0 000 000 o p0 00 00 000 0000 00 o U bV�o �o 0 00 0�f 0 o go
- -
1.5' MIN STABILIZED OUTLET
11111 POLY BARRICADE FABRIC (TYPICAL) 11111
0
WATER FLOW
IIIIIFROM
fi�imm
PUMP
I
'IIII IIIII
FILTER FABRIC
FRONT VIEW
2:1 SLOPE, GRAVEL BERM
STEEL POST
/ WOVEN WIRE FABRIC IS ALWAYS REQUIRED
f
SILT FENCE
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN ao"
ORANGE, EN RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
CONSTRUCTION SPECIFICATIONS WIRE SCREEN
TEMPORARY SEDIMENT
PUMP DISCHARGE
/ SILT FENCE GEOTEXTILE FABRIC
f/ 12" OF NCDOT #5
OR #57 WASHED STONE
a N o
3 TREE PROTECTION AREA
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE POOL DEWATERING
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
LENGTH HOSE
a
0 0
FILL SLOPE
1 5'
Do NOT ENTER
M �
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
16"
OPENING
(D
N Z 2
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST V MIN. - _
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT Z MAX. o ❑ ❑
ACCOMODATIONS
WARNING SIGN DETAIL
°;
° oa
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. _HH
UP TO 4"
N
GRADE
3' MAX
N
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT a °`°
=III -IIIII—III I�=—
TOP VIEW
DISCHARGE HOSE
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
IIII= —III' IIII
BLOCK OPENINGS.
=IIIII = =SEDIMENT
— 6" MIN. COVER
o __ -
II OVER SKIRT
_
`V - — CROSS SECTION
CLASS B RIP RAP
OF STABILIZED OUTLET
SIDE VIEW
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 -INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
ANCOR SKIRT AS
IIIII IIII
DIRECTED BY ENGINEER.
NOTES:
SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
3. USE CLEAN GRAVEL, 3/4- TO 1/2 -INCH IN
IIIII—IIIII NOTES:
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
DIAMETER, PLACED 2 INCHES BELOW THE TOP
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SIDE VIEW 1. END OF SILT FENCE SHOULD BE TURNED UPHILL.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
2. INSTALL STABILIZED
OUTLETS IN SILT FENCE AT ALL LOW
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
STONE IS RECOMMENDED.
LYING AREAS.
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NOT TO BE USED FOR SEDIMENT STORAGE
AGGREGATE OR
FOR REPAIR OF SILT FENCE
3. SEE N.C. STATE
DENR PRACTICE STANDARDS &
STRAW
FAILURES, USE No. 57 WASHED
STONE. FOR ANCHOR WHEN SILT SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
PRACTICE APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA.
NOTE: FOR TREE PROTECTION ONLY
UNDERLAYMENT
FENCE IS PROTECTING CATCH
BASIN. IN EACH CASE THE SILT (HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE TOE OF
SIDE VIEW
FENCE IS TO BE PROPERLY THE FENCE).
ENTRENCHED & THE STONE SHALL
CITY OF RALEIGH
CITY OF RALEIGH
BE AT A MINIMUM OF 16" ABOVE
PUBLIC WORKS DEPARTMENT STD. # SW -20.03
PUBLIC WORKS DEPARTMENT STD. # SW -20.14
GRADFLOWS&AT THE BETWEENDIRECTION
60T- 4OF TEMPORARY SILT FENCE
STANDARD TREE PROTECTION DETAIL
BLOCK AND GRAVEL DROP INLET PROTECTION
SILT BAG
DEGREES.
DETAIL vAR
DETAIL vBR
DETAIL �vAR
DETAIL vAR
NO SCALE
NO SCALE
NO SCALE
NO SCALE
APPROVED PLAN VIEW
DEWATERING DEVICE STREAM
50' MIN.
DIVERSION PUMPS
BUT SUFFICIENT TO KEEP
NOTES:
DISCHARGE HOSES
STANDARD METAL POSTS
2'-0" IN GROUND
SEDIMENT ON SITE500-C-004
0 0 0 00
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
~-
P INTAKE
00 0 0 0 00 0 000 00 o
0000000o0000oo�00 00 00 000 00� 00p o
C>000 0 0 00
00 0 00 0 0000
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
HOSE
, �/ �` P DEWATERING PUMP
.
0
00 00 00
25' OR FULL WIDTH 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
: A
00 2" - 3" STONE TO BE USED 0o
EXISTING o
STONE OR 00
OF PROPOSED STREET THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OR ENTRANCE
/
000 (SURGE
ROADWAY
, OVER THE STONE, THEN THE TIRES OF THE
o 00
0000 RAILROAD BALAST) 0000 00
WHICHEVER IS VEHICLE MUST BE WASHED BEFORE ENTERING THE
FLOW FLOW
GALVANIZED HARDWARE WIRE
DRAINAGE AREA MAY NOT EXTENDS TO THE TOP OF BOX.
EXCEED 1 ACRE. `� (19 GUAGE, 1/4" MESH OPENINGS.)
000 0 0 00 0
o 0 00 0 0 0o
0 0 0 0 0 0 00 0 0000
000 0� 0 00 0 0 0 0 0 0 o00p 000 000
GREATER. PUBLIC ROAD.
�� INTAKE HOSE
SEDIMENT DIKE
000 0
00 0 0 0 0 0000 000 0 0 0000 0 00
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
OR CHECK DAM CLEAN WATER DIKE SUMP -HOLE OR
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
POOL (12" TO 18"
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
B DEEP 2' DIA.)
PLAN
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
WORK AREA
RESPONSIBILITY FORM.
LENGTH NOT EXCEED THAT
0p 000
o9�000o oci og $o�
WHICH CAN BE COMPLETED
000 o
op
IN ONE DAY 500 LINEAL FEET
o ° 0 op61 o
NEW CONSTRUCTION
MAXIMUM
0 0 0 0 0 0 00
.00
Oo 0 0 00 �.
w$o0 000
35'MIN.
15'MIN.
PUMPS SHOULD DISCHARGE ONTO A
STABLE VELOCITY DISSIPATOR MADE
boo 0 000 p0 o Doo pogo0 p0 0°0°0
0-�00 c� o ood'oo o 0 0
EXISTING ROADWAY
00 00 000
qq 0 0
0
��
OF RIP RAP OR SANDBAGS OUTLET
0
0000 0
Do 0 0p 00 0 o o —�
0� 0p0oo0o0000
00 0 0 0 00 000 00
PROTECTIONS)
0 0 0 0 0 _
oo000�Oo °, o
000 0 0 0 0 o0
0 0 0 0 0 00 �
°0
000 0 000 000 12" MIN.
o0 0 0 0 0 0 0 80 0 0 0 00 00
0 0op0O0 00 0000 0000p000 Oo 0000 000000000 0 00000 o
6"MIN. 00op0o0o000_ I
o 000 0 00080
IMPERVIOUS
0�0 � 00 0 op 0 0 00 000
o o O0o 0 0
00000000000�0000
o SHEETING
80% LENGTH
00
�p001p
00�o0o0b�0
U°o�QoOCq
0.9p
�°
-
'%�OF
�I
I I
SEDIMENT
DIKE WORK
FABRIC
UNDER STONE -
AREA = BASE FLOW + 1 FOOT
CONCURRENT REVIEW APPROVAL
(2 FOOT MINIMUM)
2,
CITY OF RALEIGH -PLANS AUTHORIZED FOR CONSTRUCTION
# 57 WASHED STONE PLACED TOA
CROSS SECTION
HEIGHT OF 16" MIN. ABOVE
SECTION B -B' SECTION A -A'
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
TOP OF BOX
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
NOTES:
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
1.
SET UP PUMP AND HOSE AS SHOWN, OR USE OTHER PRACTICAL ALTERNATIVES. PUMP SHOULD HAVE
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
TWICE THE PUMPING CAPACITY OF ANTICIPATED FLOW.
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
2.
ALL INTAKE HOSES WILL BE SCREENED.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
3.
DISMANTLE DOWNSTREAM DAM, THEN UPSTREAM DAM. KEEP PUMP RUNNING TO MAINTAIN STREAM FLOW.
CONSTRUED PERMIT ANY ION OF CITY, STATE, OR FEDERAL
LAW. ALL CONN STRUCTION MUSSTT BBEE IN ACCORDANCE WITH ALL LOCAL,
4.
PUMP AROUND MAY NOT BE LEFT IN PLACE FOR MORE THAN 24 HOURS.
STATE, AND FEDERAL RULES AND REGULATIONS.
5.
MODIFY PUMP AROUND TO UTILITIZE EXISTING AND PROPOSED STORMWATER CATCH BASINS, INLETS,
CITY OF RALEIGH
CITY OF RALEIGH
PIPES, ETC.
TRANSPORTATION FIELD SERVICES
PUBLIC WORKS DEPARTMENT STD. # SW -20.15
PUBLIC WORKS DEPARTMENT STD. # SW -20.09
PUBLIC UTILITIES
STANDARD CATCH BASIN / YARD INLET PROTECTION
CONSTRUCTION
ENTRANCE
PUMP AROUND AND VELOCITY DISSIPATOR
STORMWATER
DETAIL VAR
DETAIL
DETAIL
PLANNING/ZONING
FIRE
VAR
VAR
URBAN FORESTRY
NO SCALE
NO SCALE
NO SCALE
SITE ACCESSIBILITY
LINE IS 2 INCHES
EXTERNAL
REFERENCES
REVISIONS
THE CITY OF RALEIGH
FILENAME
OF Rq�
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371-500-C-004.dw 9
AT FULL SIZE
BC PROJECT NUMBER
150371
5430 Wade Park Boulevard
(IF NOT 2" - SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
BY
DATE
APP.
y
O�� ��C
Z
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND V
BrownAND Suite 200
DESIGNED: R. SPROWL
x
SCALE
Raleigh, North Carolina 27607
do <_..,,, .�
CIVIL
ASSHOWN
DRAWING NUMBER
Caldwell, [phone]
DRAWN: B. MRUGALA
���
�N CARON'
1 NC License No. F-0785
CHECKED: R. SPROWL
K,ow,�n�sbeEo
DETAIL SHEET 4
5�0—C-0�4
CallbefOMYOU d
CHECKED: K. MATTFIELD
SHEET NUMBER
APPROVED:
T-1
STORMWATER
72 OF 79
MANAGEMENT DIVISION
4/13/18 A I B I C I D I E I F I G I H I I J I K I L I M I N 1 0 1 P
as
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A
NEW MANHOLES USE AN APPROVED BITUMINOUS
COVER 120 LBS. MINIMUM
BASE SEALANT THAT SHALL BE APPLIED TO
SEE C.O.R. STANDARD 5-25 THE TOP OF THE CONE SECTION TO PROVIDE
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL.
1„ 0
a
o
9s
q
(�_�`y, T
9 qs
24° MAX I d
N. a iv Q .a
ECCENTRIC M.H. CONE MAY
23 1 /2" 21 " O
r�o�
G 9 F�j
9dgP/r�T
TAPERED SPIG❑T
BE USED ON 8' , 10' AND
FA9�
PROJECTING 1/2"
12' SEWER MAINS.
aD
�E`
Cy ��(J •d q �-}'��'p�❑
BEYOND O.D.
MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
o
�o Lc qq
q��
MAIN
ASTM. STANDARDS
�
PIPE CROWN
4'-6' DIA, AS s Q
tiADE IN US
a
qlq�
45 o 45°
REQUIRED J
m
a
„p" RING SEAL
o
SADDLE
>�❑R RAM -NECK
...
2 3/4"
1" VENT HOLE
4 q
p_
ASTM C-361-77 RUBBER SPOT WELDED
TUBULAR GASKET
0250
PIPE
o .4
Imp ,.'D-0;� RUBBER B❑❑T
LATERAL INVERT SHALL NOT
zs 1/16
SUPPLIE°
SADDLED CEMENTED TO FLOW
SPRINGLINE
-BE LOWER THAN MAIN SPRING-
23 11/16"
�H
LINE. MANHOLE NEEDS TO BE
4 ABOVE 100 YEAR FLOOD PLAIN
. , .
- OR SEALED AND VENT TO BE 1'
BUTYL ❑R
ABOVE 100 YEAR FLOOD PLAIN.
D':'a P ^. o P '.a .° WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE.
APPROVED
SEALANT 7 112 22'
9° OUTSIDE STEPS MUST BE
BETWEEN FRAME
PROVIDED. SEE STANDARD
SECTION A -A S-28 FOR STEP DETAIL. IN
AND COVER
NON TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN. OF 1' ABOVE
FINISHED GROUND SURFACE.
�25 15/16"
C
NOTE: SADDLE T ❑ BE O
a^ �' • SEE SEWER DESIGN SECTION
1 33 1/4'
GENEC❑ E40 OR EQUAL
N❑TES1
450 CAST IR❑N
a''a.
NOT USED
5/8"X3" LAGSHIELD
IN HOLE
SADDLE
A �-oD A MIN. 9' COMPACTED #67 STONE
a' o. BASE TO BE INSTALLED
UNDER NEW MANHOLE,
1) ABE DOMESTICALLY ICALLY CAST ALL BE DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
2) FRAME SHALL BE A MINIMUM
PIPE CROWN
IN NON -TRAFFIC AREAS, TOP OFDETAIL
('B�
DESIGN DEPTH, AND 5/8"X3"
WEIGHT OF 182 LBS. WITHIN HOT DIPPED GALVANIZED
PUBLIC ROW AND 160 LBS.
TYPE C304 STAINLESS
e
=
Q FRAME AND COVER SHALL BE
VAR
WITHIN EASEMENTS. LAG BOLT AND
WASHER.
STEEL T -BOLTS
o a INSTALLED A MIN, OF 1' ABOVE
FINISHED GROUND SURFACE.
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
0TYPE C304 STAINLESS FLOW
a D
NO SCALE
4) ALL MANHOLE FRAMES OUTSIDE
24 GA. TYP. C304L
NUTS AND WASHERS
OF PAVED SURFACES SHALL BE
STAINLESS STEEL
BOLTED TO THE CONE
STRAP
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME.
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES STD. # S-20
Q
DEPARTMENT OF PUBLIC UTILITIES STD. # S-25
DEPARTMENT OF PUBLIC UTILITIES STD. # S-32
STANDARD PRECAST SANITARY SEWER MANHOLE
' o o-
STANDARD MANHOLE COVER
LATERAL SADDLE INSTALLATION DETAIL
FOR VCP AND DUCTILE IRON PIPE
o o
('AC�
DETAIL
CT�R� a "
�
DETAIL
DETAIL
H
VAR
� �
VAR
VAR
o . • Q
QERMI T •
NO SCALER�0
NO SCALE
NO SCALE
/,
a D
D Q
*SERVICE LATERAL MATERIAL AS REQUIRED
PLOWABLE FILL
a ' a
PAVEMENT OPTION
FULL TRENCH WIDTH
F1
0M
UST BE 2" BELOW GRADE
4
/ SEWED
L'1'•1
p
WHEN SEWER CLEAN OUT IS IN p
w
PROPOSED
PIPELINE
4
a^., ^.; o PAVEMENT OR IMPERVIOUS SURFACE, J
v a
SAgCE 00
/x-_
IL
° ' `° "O IT MUST BE INSTALLED INSIDE A VALVE
°
o°
4D
BOX (OR MINI -MANHOLE) WITH COVER
CAST IRON OR BRONZE
4 - MADE N USP D D
4' DIAMETER CONCRETE LABELED "SEWER". %CLEAN OUT PLUG
6" MIN
COLLAR 6" THICK FINISHED
24" MAX
2'-0" o ° ° a 3000 P.S.I. CONCRETE�-
GRADE
a
� � Q -
TYP. -� - ENCASEMENT
y��
EXIST
5'
PAVEMENT CURB ��
�"
".d
'INSTALLATI6NS•BY
PIPE
a 4: • o ..o . a:
,
-UTILITY CONTRACTORS
ADJUST FLUSH PLAN
P o a. a D.
BEYOND THE PROPERTY
WITH FINAL GRAD STANDARD MANHOLE
-
OR'1=ASEMENT'L1N.E
12" 1" THICK COMPRESSIBLE
A
FRAME AND COVERNOTE:
REQUIRE A "PLUMBING
MIN JOINT FILLER MATERIAL
0000000000000002"
THE FULL LENGTH OF THE SERVICE DITCH SHALL
UTI-L'1TY".PER'MITAND ARE
PROPOSED PIPELINE OVER EXISTING PIPE
8 d.. D
v:o
BE COMPACTED IN 6" LIFTS WITH MECHANICAL TAMP.
INSPECTED BY THE
-PLUMBING
A
��. .v .
° 4 o e�
INSPECTOR.
SIDE
PLA N
° _ C:DO
�d. . "� " a�°o
o o
ALL TAPS WILL BE MADE USING MECHANICAL TAPPING
MACHINE. FOR PVC INSTALLATIONS, SADDLE AND BEND
NOT BACKFILL PRIOR
/ / /"
\
/ �•
ELEVATION
p_ . ° . ; .Q a
TO 'INSPECTION.
\�
6" PIPE 6"
° .
8 '' '%='F"r %" '','%• `'_ `'_'-'-'-'-'
MUST BE BEDDED IN #67 STONE. BEDDING AND HAUNCHING
• i
OF PIPE BARREL MUST COMPLY WITH REQUIREMENTS OF
A.B.C.
DETAILS S-4 OR S-5 ACCORDING TO PIPE MATERIAL.
4" D.I. OR
PLOWABLE FILL
ii
".
PVC PIPE
FULL TRENCH WIDTH
EXIST
STANDARD '!
8",10" OR 12" TAPPING 1 PIECE OF PIPE
PIPE
#3 OR #4 REBAR SLIP RESISTANT CLEAT
MANHOLE %% COMPACTED
iy
SADDLE OR IN-LINE WYE
1/16" OR 1/8" BEND
a
,, BACKFILL
MIN. GRADE 1%
°
CORROSION RESISTANT MATERIAL
- _ _!
a
6" MIN
CONCURRENT REVIEW APPROVAL
RUBBER, PLASTIC
,
/ :. TOTAL
P
24" MAX
O O
;i • ii CHIMNEY NOT
CITY OF RALEIGH PLANS AUTHORIZED FOR CONSTRUCTION
TO EXCEED 11
-
12"1.Q'
EXTENSION
v
v
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
45° SEWER BARREL OF PIPE BEDDING
A0
o
COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
SECTION A — A
SECTION
CLASS II, III, OR IV
SADDLE ( )
WITH PERMANENT
PROPOSED
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
PIPELINE
ELEVATION
EXISTING PLUG CAP
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
PRECAST CONCRETE SPACER
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
DONUT RINGS IN TRAFFIC
( )
MAIN FOR SADDLE INSTALLATION
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
AREAS ONLY. DONUT RINGS
DETAILS, SEE STANDARD
COMBINATION WYE
1" THICK COMPRESSIBLE
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
NOT ALLOWED IN
AND 1/8 BEND
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
DETAIL S-31 & S-32.
JOINT FILLER MATERIAL
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
EASEMENTS.
(ONE PIECE)
PROPOSED PIPELINE UNDER EXISTING PIPE
STATE, AND FEDERAL RULES AND REGULATIONS.
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
CITY OF RALEIGH
TRANSPORTATION FIELD SERVICES
DEPARTMENT OF PUBLIC UTILITIES STD. # S-28
DEPARTMENT OF PUBLIC UTILITIES STD. # S-29
DEPARTMENT OF PUBLIC UTILITIES STD. # S-30
DEPARTMENT OF PUBLIC UTILITIES STD. # S-49
PUBLIC UTILITIES
STANDARD SLIP RESISTANT MANHOLE STEP DETAIL
STANDARD MANHOLE FRAME AND COVER DETAIL WITHIN PAVED SURFACES
TYPICAL SANITARY SEWER LATERAL CONNECTION
CONCRETE CRADLE PROTECTION
STORMWATER
DETAIL VAR
rF
DETAIL VAR
DETAIL VAR
�
DETAIL
PLANNING/ZONING
FIRE
vDR
URBAN FORESTRY
NO SCALE
NO SCALE
NO SCALENO
SCALE
SITE ACCESSIBILITY
LINE IS 2 INCHES
EXTERNAL REFERENCES
REVISIONS
THE CITY OF RALEIGH
FILENAME
OF R q<<c�
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371-500-C-005.dw 9
AT FULL SIZE
BC PROJECT NUMBER
150371
5430 Wade Park Boulevard
(IF NOT 2" -SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
BY
DATE
APP.
�y
V� C
Z
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND
V
Suite 200
BrownANDSCALE
DESIGNED: R SPROWL
x
North Carolina 27607
4-alejgh, _
`'
CIVIL
AS SHOWN
DRAWING NUMBER
Caldwell �1 919 233-9178
DRAWN: B. MRUGALA
CAgON���
NC License No. F-0785
CHECKED: R. SPROWL
Knnwuuhat's bef0
DETAIL SHEET 5
Call befOm d1W
500-C-005
CHECKED: K. MATTFIELD
SHEET NUMBER
APPROVED:STORMWATER
73 OF 79
MANAGEMENT DIVISION
4/13/18 A I B I C I D I E I F I G H I I J I K I L I M I N 1 0 1 P
9
m
•e,
IL
LO
M
N
r

A B C D E F G H I J K L M N O P
NON -SHRINK GROUT
O BULKHEAD AT EACH ° Q�RM I T ,�
TURN DOWN ELBOW O
END OF CASING PIPE FINISHED GRADE � WITH INSECT SCREEN l� �n� 0
STYROFOAM PLUG TO
5' MIN. 5' MIN. ASSIST GROUT PLACEMENT, 8" _ �� ❑ 'A
ALL AROUND �Q
STEEL CASING PIPE 2" 0 GALV STEEL VENT,
��/i 3' IN. DIP CARRIER PIPE TWO PER CASING, ONE 23 1/2" 21' O
DETAIL
5E 8 //\\/�\/\\/�
AT EACH END OF
CASING PIPE _3
f—FLOW DIRECTION °
GROUT CASING G \/i\//� / // d
\\/ /�\/ PROVIDE PLASTIC SHEET ° FIS SPACE nn
ENDS PER THRUST COLLRlB//\ /\
O /\ = CASING SEE /\% CARRIER RPIPE EA DE GROUT,
DETAIL
O
DETAIL 5- 18 121, WELDED TO \\//\/ / \� DETAIL 5-1 8 N \� ALL AROUND
I DRAIN INTO CA51NG PIPE SEE \/�\�\\�\\\/\\\\\\\/\\\\\ \\ ��
WASHED STONE DETAIL S -G / UST COLLAR
I1
REQUIRED AT T�� NOTE: °
PROVIDE 2" 0 GALV STEEL DRAIN
LOW END CASIWELDNG IED OPE �� NON -SHRINK GROUT SHALL BE 2 3/4"
IN BULKHEAD AT EACH END / `�/
F RO F I LE VIEW OF CASING PIPE AND 1 /3 "EUCO-N-S" BY THE EUCLID
SEE DETAIL 5-G CU YD OF CRUSHED STONE ������������\/ CHEMICAL COMPANY; "MASTERFLOW COVER 120 LBS. MINIMUM
AT DRAIN, WRAP STONE
/ 713" BY MASTER BUILDERS,
WITH FILTER FABRIC OR EQUAL.
TYPICAL CASING PIPE PLUG 25 1 1"
I= 23 II/161/16 ' -I
G a NOTES:
NOTES:
00 4.1. FOR CROSSINGS OF LE55 THAN I O' NO CA51NG 15 CARRIER PIPE 1) ALL MANHOLE FRAMES SHALL BE 7 1/2" 22, 00
G" G" REQUIRED IF THE JOINT OF PIPE 15 CENTERED ON THE BE DOMESTICALLY CAST.
CROSSING. 3/8" STEEL PLATE, TYP 2) FRAME SHALL BE A MINIMUM
2. THRUST COLLAR MAY BE FIELD WELDED ON STEEL 3/8"x4" STEEL WEIGHT OF 182 LBS. WITHIN
G" * CASING SEE CA51NG PIPE. IF NO CASING 15 REQUIRED THE THRUST PLATE, TYP PUBLIC ROW AND 160 LBS.
DETAIL 5- 18 COLLAR MUST BE FACTORY WELDED ON DIP CARRIER PIPE.WITHIN EASEMENTS. I" 25 15/16"
5/8" 0 A325 BOLT 3) COVER SHALL WEIGH A
MINIMUM OF 120 LBS. 33 1/4'
CONCRETE COLLAR CASING PIPE 4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
3/16 4 BOLTED TO THE CONE BUTYL-NEK OR DRILLED INTOCONE IN OR HOLE
NOTE: SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER FRAME. APPROVED SEALANT RING WITH ANCHOR SUNK TO
1" R ON ALL CORNERS USE A MINIMUM OF 2 SPIDERS PER JOINT BETWEEN FRAME AND DESIGN DEPTH, AND 5/8"X3"
PLACED ONE FOURTH OF THE PIPE JOINT COVER HOT DIPPED GALVANIZED
ti LENGTH IN FROM BOTH THE BELL AND LAG BOLT AND WASHER. ti
PIPE ALIGNMENT GUIDE SPIGOT.
CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES STD. # S-51 DEPARTMENT OF PUBLIC UTILITIES STD. S-18 PUBLIC WORKS DEPARTMENT STD. # SW -10.10
AERIAL SEWER SERVICE NOT USED AERIAL PIPE CROSSING - CASING PIPE DETAILS STANDARD STORM MANHOLE COVER
rA r
DETAIL VAR DETAIL vBR DETAIL VAR DETAIL°R
C-0 NO SCALE NO SCALE NO SCALE NO SCALE Q0
SHEETING OR SHORING
AS REQUIRED
SAWCUT
/ SLOPE AS INDICATED ON PLANS
(TYPICAL)PLACE GROOVE OR !S/
6" MIN' BELL END OF PIPE 9 /
FINISHED GRADE TO FACE OF WALL
S
SLOPING SIDES / I i \ N
ALTERNATIVE CONC.
LO U Q o
QCONSTRUCTION (TYP.) / I 9 PIPE — #4 -BARS LO
- N / VARIES I I I I
Cd J N �\ /
w
F -
Q O
� \�WALL, ROOF AND FLOOR THICKNESS PLAN ~ �112"
Q w LU ��/ TO BE DESIGNED BY MANUFACTURER B r
i LL LLI (n U)\\/ FOOTING
m / (IF CONST. JOINT IS USED) DOWEL
VARIES BACKFILL TRENCH PER G N G END ELEVATION BAR -11X11
SECTION 2200 USING
BEDDING MATERIAL FOR INITIAL
�y \ BACKFILL UP TO V MINIMUM DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
ABOVE BOX CULVERT FOR WORK PIPE SINGLE PIPE DOUBLE PIPE
\\ IN ROAD RIGHT-OF-WAY AND TO
J LOC. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42" 48"
o TOP OF BOX CULVERT FOR WORK r r. rr ,r r, ,r r, r, „ ,� r, ,r rr r, ,r rr „ „ ,r rr ,r rr .r
- CD I I I I I BARS X" X X X X X Y* X Y* X X X X X X Y* X Y*
a� Y W N OUTSIDE ROAD RIGHT-OF-WAY G QTY. 2 2 3 3 4 4 5 2 2 3 3 a a 5
W U J -+-+--- -- -�- ---F_ t- - - - -
Q pp Z W i M QTY. 2 2 1 1 2 2 2 2 2 3 2
C) Q m Q \\j 12" MINIMUM NCDOT 78M STONE L DOWEL G QTY. 2 2 3 3 a a s 2 2 3 3 a a 5
r > Q LU(� \i TOTAL LBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92
U w w \\ WRAPPED IN NON -WOVEN
~/ OPTIONAL CONSTRUCTION JOINT
o z W U GEOTEXTILE FABRIC
OL? DIMENSIONS AND CONCRETE QUANTITIES
ti �\ \`, ELEVATION USING CONCRETE PIPE
M
0 \\\ COIMION DIMENSIONS SINGLE PIP DOUBLE PIPE
LO
12" MINIMUM BEDDING / D H B G T s L YOa w L YDe
PER SECTION 02200 �/ \//\//\//\//\//\//\//\//\%/� ///// %/\//\//\//\ \ r r rr " rr "
/\ 1s 3 3 i -s 2 -s zia s 5'-6" a.7 2 -2 7 -s 1.0
CONCURRENT REVIEW APPROVAL
U 18" 3'-7" V-10" 3'-2" 21t" 10" 6'-4" 1.0 2'-7" 8'-11" 1.3 CM
24" 4'-2" 2'-1" 4'-0" 3" 10" 8'-0" 1.5 3'-5" 11'-5" 2.0 CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
TRENCH WIDTH
30" 5'-0" 2'-6" 4'-7" 41/4" 11112" 9'-2" 2.3 4'-3" 13'-5" 3.1
" " r " n n " n PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
(SEE NOTE 2) UNDISTURBED EARTH 36 5'-8" 2'-8" 5'-6" 4 11� ill -0111 3.4 5 -0 16'-0" 4.5 COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
� \\/ \\\� 42" 6'-2" 3'-1" 6'-4" 51/4" 111/2" 12'-8" 4.5 5'-10" 18'-6" 6.0 AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
48" 6'-9" 3'-5" 7'-2" 5�4" 11112" 14'-4" 6.0 6'-8" 21'-0" 8.0 REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
o NOTES: DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
Q *SEE SHEET 3 CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
U COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
—1 1. PRECAST REINFORCED CONCRETE BOX SECTIONS TO BE MANUFACTURED STATE OF NORTH CAROLINA THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
DEPARTMENT OF TRANSPORTATION CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
IN ACCORDANCE WITH SECTION 15057. LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
DIVISION OF HIGHWAYS STATE, AND FEDERAL RULES AND REGULATIONS.
.>_ 2. MAXIMUM TRENCH WIDTH IS 42" GREATER THAN O.D. OF BOX CULVERT. ENGLISH STANDARD DRAWING FOR TRANSPORTATION FIELD SERVICES
°n' CONCRETE ENDWALL FOR SINGLE AND DOUBLE
a PIPE CULVERTS 18" - 48" PIPE - 90° SKEW 838.21 (1 OF 2) NOT USED PUBLIC UTILITIES N
BOX CULVERT TRENCH REINFORCED CONCRETE ENDWALL STORMWATER
Cn
G PLANNING/ZONING
22 E F DETAIL VAR FIRE
o DETAIL VAR DETAIL VAR URBAN FORESTRY
I �1 NO SCALE SITE ACCESSIBILITY
M NO SCALE NO SCALE
0
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-006.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �A <c�, BC PROJECT NUMBER
(IF NOT 2" SCALE ACCORDINGLY)
WU G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND Suite 200 DESIGNED: R. SPRowLSCALE
CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA
a Caldwell [phone] CHECKED: R. SPRowL Know E1D1DW. STH CARO~ DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 6 500-C-006
CHECKED: K. MATTFIELD
Callbef ore you di
SHEET NUMBER
i
S 0 APPROVED: MANAGEMENT DIVISION
A ER
74 OF 79
4/13/18 A B C D E F G H I J K L M N 0 P

A B C D E F G H I J K L M N O P
�THRUSTCOLLAR THRUST BLOCKING �
FINISHED GRADE
p
p TOP OF GROUND 4 :Q • / / \ Q • � • Q•. a n
r
STRAP
THRUST COLLAR SEE a Q
DOW STRAP ° o ' ..o
W-1 0 THRU W-1 1. DOWN Q .D . a va. ,Q ' p a Q. o v
MECHANICAL
O a _
JOINT/RETA
. ,•o '0.'e 3/4" THREADED 45 BEND �••'•:���•��`��''
GLAND ER O �0 O� n'�,DO STEEL RODS /UNDISTURBED
3'-0" MIN,O
"X" BAR UNDISTURBED 501L� •,..:;.° SOIL
0 0 o opo 00
SIZE OF BLOCKING a q° Oo 0 0 0 •q• ° ° ^
CONCRETE THRUST BLOCK AT a..< bqY "+ •�• TEE I N T E R S E C T I O N BACKFILL
ALL 45° BENDS SEE W-10 AND WILL VARY WITH p �.4' as,: _ :efj' o
v. a.'4 e' W-1 1. PIPE SIZE 4. a P p v :;$ ;q� h = y4 4.• • O^do
5' MIN .
ADD MECHANICAL JOINT o 5' MIN. .• q �`' d w ::° ::°q; °• `'
RETAINER GLANDS o
THROUGHOUT ASSEMBLY. „p°
i4 e ;
:q .g '•a`.• ••'a.. °•,° ; meq: •.a;• /:
.9, "4,: •,r•e°a a: °'q°'Y o0Q0° '8.C°.•s °o H°O4: •4r ° o
ROD REQUIREMENTS
00
SIZE OF 45 BEND
STATIC THRUST IN POUNDS
NO. Of RODS REQUIRED
6"
4,328
2
8"
7,694
4
12"
17,312
4
16"
30,779
8
24"
69,252
8
GENERAL NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
I.D. PIPE
°00 e ° °° oo, , 0 0 °
o.
THRUST BLOCK °
"C"
"D..
I G"
1'-4"
3' MIN. "Y" BAR
AREA \ �. °
3/8"
2011-2411
11-411
I-7"
CLEARANCE 11511CLEARANCE
o
IL
30" - 30
14"
1'-7"
4"
REINFORCING REQUIREMENTS
48" - greater
/
I'-9"
G"
7/8"
I.D. PIPE REBAR "X" BAR "X" BAR "Y" BAR "Y" BAR NO. REQUIRED
2
1
d_ P. D.
0
2,207
1
2
2
1
p
o o
° e o 800
3
1
6"-36" 5 . PIPE S/FT WPM. EACHY-12m8°oo
450
a
° P
0 0°
O.D. OF PIPE
�� MINIMUM SIDE
00
1
48"&greater #6 3'-0"+ O.D. PIPE 1.502 LBS/FT V-3"1.9 LBS. EACH X_2q y_12
2
THRUST COLLAR, AND THRUST SCt1EDULE
1
G° OF #G7 STONE WHEN G G"
CLEARANCE
2
I.D. PIPE
"A"
"B"
"C"
"D..
I G"
1'-4"
I-7"
2"
3/8"
2011-2411
11-411
I-7"
3"
112"
30" - 30
14"
1'-7"
4"
5/8"
48" - greater
1'-8"
I'-9"
G"
7/8"
ROCK OR WATER IS
ENCOUNTERED
NOTES:
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS. NOTES: I . CONCRETE SHALL BE 3000 PSI 9 O ° BEND
3. RESTRAINED MECHANICAL GLANDS TO BE USED AT ALL FITTINGS. I . 5EE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
4. MUST USE DUCTILE IRON EYE BOLTS WHERE NECESSARY. 2. CONCRETE SHALL BE 3000 P51 AND TRANSIT MIXED.NOTES:
5. T MINIMUM COVER MUST BE MAINTAINED ON ALL WATER MAINS 3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER. MECHANICAL JOINT FITTINGS. 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION 3. TRENCHES SHALL CONFORM TO STANDARD DETAIL INSIDE FACE OF THE SHORING AND BRACING.
SHALL BE THE MINIMUM WIDTH A5 SHOWN ON STANDARD DETAIL W-3. W-3. 2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
ti 5. BACKFILL TAMPED IN G" LIFTS PER 4. SEE STANDARD THRUST BLOCK TABLES, W- 10 THRU 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. (`
STANDARD DETAIL W-3.
G. THRUST COLLAR MUST BE FACTORY - W 1 1, FOR AREA OF CONCRETE REQUIRED. 4. BACKFILL SHALL BE TAMPED IN G" LIFTS. WELDED ON BOTH SIDES ALONG BOTH 5. ALL BENDS AND INTERSECTIONS SHALL HAVE 5. ACHIEVE 95% COMPACTION IN BACKFILL.
EDGES Of COLLAR AROUND CONCRETE THRUST BLOCKING. CITY OF RALEIGH
CITY OF RALEIGH CIRCUMFERENCE. CITY OF RALEIGH CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES STD. W-03
DEPARTMENT OF PUBLIC UTILITIES STD. # W-12 DEPARTMENT OF PUBLIC UTILITIES STD. W-07 DEPARTMENT OF PUBLIC UTILITIES STD. W-09 TRENCH BOTTOM DIMENSIONS & BACKFILLING
STANDARD VERTICAL BEND THRUST BLOCKING DESIGN DATA FOR WATER MAINS STANDARD THRUST BLOCKING VIEWS REQUIREMENTS FOR DUCTILE IRON
DETAIL rA VAR DETAIL VBR DETAIL VAR DETAIL VAR
NO SCALE NO SCALE NO SCALE NO SCALE
APPROVED METHOD FOR EXTENSION OF VALVE BOX
NOTE: 2'x 2'x 6"CONCRETE PAD REQUIRED ON ALL REACTI❑N BEARING AREAS FOR H❑RIZ❑NTAL WATER PIPE BENDS
VALVES. NO PRECAST CONCRETE DOUGHNUT BASED ❑N TEST PRESSURE ❑F 200 P.S.I.
y" ALLOWED. SEE DETAIL W-25
° 0
CAST DATE
®
D
SEE STANDARD W-18 ATE 2'
FOR COVER DETAILS. • ° � Q: • d ' 0 0
6„
Manufacturer
STANDARD VALVE
LO 63� BOX TOP SECTION WATER TO 2'
BE SLIDE SECTION DOMESTIC M /DAY/YR
CASTING
FINAL PAVEMENT USA
Class 35
COURSE
COVER
CONCRET
PAD
VALVE
BOX
USE 5" SOIL PIPE
7111
1 $��
FOR EXTENSIONS 16
TAMPED PLAN VIEW BOTTOM VIEW
`711- BACKFILL
5.
�
7116
O
OWATER VALVE
U 2„
0 0
�o MAIN 5"
STAB -IN C.I. OR D.I.
_ NOTE 1 - "WATER" LETTERING MUST BE 1" RAISED
M PIPE GASKET
TAMPED__'
AMPED�(RECESSED FLUSH)
LO BACKFILLLO NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST.
� 6 NOTES:
NOTE 3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25
1) VALVE BOX NOT TO CONTACT WATER MAIN
5 1/2"-5 5/8" 2) ALL TRAFFIC CASTINGS MUST BE CLASS 35 OR 41' POUNDS.
U GREATER. NOTE 4 - COVER MUST BE CLASS 35 OR GREATER.
i 3) FOR ANY VALVES OVER 10' DEEP, A VALVE STEM
(� EXTENSION MUST BE USED TO BRING TO A DEPTH OF NOTE 5 - COVER MUST MEET OR EXCEED AASHTO H-20
W NO MORE THAN 5', EXTENSION MUST BE A MINIMUM
OF1"SOLID STOCK. LOAD REQUIREMENTS.
NSTANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
BOTTOM SECTION
rn
p 5 7.
CURB STOP BOX R
12" FOR METER BOX O
ROADWAY01 11111
SIDEWALK 5/8" METER DUAL CHECK VALVE
TOP OF VALVE NEEDS BACKFLOW PRE- LO
TO BE 12" BENEATH VENTION DEVICE
TOP OF METER BOX LID. Flow
00
LOCKABLE VALVE PLUG LOCK _
3" #G7 STONE w
STANDARD 3/4"
0
BACKFILL, TAMPED OR I " SERVICE
IN G" LIFTS '// SIZE
45°
BRASS CURB STOP 3/4" OR I" TYPE "K"
MAN � 3' TYPE K SOFT COPPER,
SOFT COPPER PIPE,
CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END
UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS
COCK FOR SUPPORT
5/8"x 12" COPPER
CORPORATION COCK SETTER METER YOKE
CONCURRENT REVIEW APPROVAL
NOTES
M
1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
EASEMENT ADJACENT TO R/W. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
U 16 USED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
1. REACTION BEARING AREAS ARE IN SQUARE FEET 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1 - 1 /4" STEEL COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
MEASURED IN A VERTICAL PLANE IN THE THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
67/$"`8" SECTION VIEW TRENCH SIDE AT AN ANGLE OF 90° TO THE THRUST UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
VECTOR. CURB STOP OPERATION.
(B 7 5/8•-81/2" STATE, AND FEDERAL RULES AND REGULATIONS.
2:101/4"-11" 2, USE 6" - 90 BEND VALUE FOIP HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. TRANSPORTATION FIELD SERVICES
Cf) CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH PUBLIC UTILITIES CV
a DEPARTMENT OF PUBLIC UTILITIES STD. # W-17 DEPARTMENT OF PUBLIC UTILITIES STD. # W-18 DEPARTMENT OF PUBLIC UTILITIES STD. W-10 DEPARTMENT OF PUBLIC UTILITIES STD. # W-23
VALVE BOX INSTALLATION AND EXTENSION DETAIL 5 1/4" VALVE BOX DROP LID AND SKIRT THRUST BLOCKING DESIGN QUANTITY TABLE 1 STANDARD 3/4" & 1" WATER SERVICE INSTALLATION STORMWATER
Cn
PLANNING/ZONING
C
3 DETAIL DETAIL DETAIL DETAIL FIRE
VAR VAR VAR VAR URBAN FORESTRY
�I SITE ACCESSIBILITY
NO SCALE NO SCALE NO SCALE NO SCALE
M
O
L" LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-007.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �y <c�, BC PROJECT NUMBER
(IF NOT 2" SCALE ACCORDINGLY)
WU G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND
Suite 200 DESIGNED: R. SPROWL SCALE
CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o '°°"°
a Caldwell [phone] CHECKED: R. SPROWL Know E1 ADW. STH CARO~ DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 7 7
CHECKED: K. MATTFIELD Callbeforeyoudi9 5�0-�-00 /
S 0A ER SHEET NUMBER
i APPROVED: MANAGEMENT DIVISION
75 OF 79
4/13/18 A B C D E F G H 1 1 K L M N 0 P
ALL AREAS GIVEN IN SQUARE FEET.
Al 4z-
Al
6"
11 1/4°
1,108
1
1
1
1
1
1
2
1
22 1/2P
2,207
1
2
2
1
1
1
3
1
450
4,328
2
3
3
1
1
2
5
1
90°
7,996
2
1 4
5
1
1
2
8
1
PLUG
5,655
2
3
4
1
1
2
6
1
8//
11 1/4°
1,970
1
1
2
1
1
1
2
1
22 1/21
3,922
1
2
3
1
1
1
4
1
450
7,694
2
4
5
1
1
2
8
1
90°
14,215
4
8
9
2
2
4
15
2
PLUG
10,053
3
5
6
2
2
3
10
1
12"
11 1/40
4,433
2
3
3
1
1
2
5
1
22 1/L'
8,826
3
5
6
2
2
3
9
1
450
17,312
5
9
11
3
3
5
18
2
90°
31,983
8
16
19
4 1
4
8
32
4
PLUG 1
22,619
6
12
14
3
3
6
23
3
16"
11 1/40
7,881
2
4
5
1
1
2
8
1
22 1/L5)
15,691
4
8
10
2
2
4
16
2
450
30,779
8
16
19
4
4
8
31
4
90°
56,861
15
29
35
8
8
15
57
6
PLUG 1
40,213
10
21
25
5
5
10
41 1
5
CURB STOP BOX R
12" FOR METER BOX O
ROADWAY01 11111
SIDEWALK 5/8" METER DUAL CHECK VALVE
TOP OF VALVE NEEDS BACKFLOW PRE- LO
TO BE 12" BENEATH VENTION DEVICE
TOP OF METER BOX LID. Flow
00
LOCKABLE VALVE PLUG LOCK _
3" #G7 STONE w
STANDARD 3/4"
0
BACKFILL, TAMPED OR I " SERVICE
IN G" LIFTS '// SIZE
45°
BRASS CURB STOP 3/4" OR I" TYPE "K"
MAN � 3' TYPE K SOFT COPPER,
SOFT COPPER PIPE,
CONCRETE BRICK NO JOINTS OR CRIMP SERVICE AT END
UNDER CORPORATION COUPLINGS SET BOX ON CONCRETE BLOCKS
COCK FOR SUPPORT
5/8"x 12" COPPER
CORPORATION COCK SETTER METER YOKE
CONCURRENT REVIEW APPROVAL
NOTES
M
1. WATER METER AS MANUFACTURED BY SENSUS, OR SCHLUMBERGER. CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
2. DIRECT TAP ALLOWED ON MAINS NO LARGER THAN I G" LINE, PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
3. METER BOX TO BE LOCATED IN R/W ADJACENT TO PROPERTY OR IN APPROVED COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
EASEMENT ADJACENT TO R/W. AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
4. WHEN THE GRADE CHANGES ON EXISTING SERVICES, A COPPER RESETTER CAN BE REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
U 16 USED TO ADJUST TO GRADE. COPPER RESETTERS ARE PROHIBITED ON NEW SERVICES. CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
1. REACTION BEARING AREAS ARE IN SQUARE FEET 5. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PENTAGON BOLT, 1 - 1 /4" STEEL COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
MEASURED IN A VERTICAL PLANE IN THE THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
67/$"`8" SECTION VIEW TRENCH SIDE AT AN ANGLE OF 90° TO THE THRUST UPPER SECTION, AND ARCH STYLE BASE. STEEL STATIONARY ROD TO BE PROVIDED FOR CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
VECTOR. CURB STOP OPERATION.
(B 7 5/8•-81/2" STATE, AND FEDERAL RULES AND REGULATIONS.
2:101/4"-11" 2, USE 6" - 90 BEND VALUE FOIP HYDRANTS FOR
ADDITIONAL SAFETY FACTOR. TRANSPORTATION FIELD SERVICES
Cf) CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH PUBLIC UTILITIES CV
a DEPARTMENT OF PUBLIC UTILITIES STD. # W-17 DEPARTMENT OF PUBLIC UTILITIES STD. # W-18 DEPARTMENT OF PUBLIC UTILITIES STD. W-10 DEPARTMENT OF PUBLIC UTILITIES STD. # W-23
VALVE BOX INSTALLATION AND EXTENSION DETAIL 5 1/4" VALVE BOX DROP LID AND SKIRT THRUST BLOCKING DESIGN QUANTITY TABLE 1 STANDARD 3/4" & 1" WATER SERVICE INSTALLATION STORMWATER
Cn
PLANNING/ZONING
C
3 DETAIL DETAIL DETAIL DETAIL FIRE
VAR VAR VAR VAR URBAN FORESTRY
�I SITE ACCESSIBILITY
NO SCALE NO SCALE NO SCALE NO SCALE
M
O
L" LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-007.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �y <c�, BC PROJECT NUMBER
(IF NOT 2" SCALE ACCORDINGLY)
WU G' NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND
Suite 200 DESIGNED: R. SPROWL SCALE
CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o '°°"°
a Caldwell [phone] CHECKED: R. SPROWL Know E1 ADW. STH CARO~ DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 7 7
CHECKED: K. MATTFIELD Callbeforeyoudi9 5�0-�-00 /
S 0A ER SHEET NUMBER
i APPROVED: MANAGEMENT DIVISION
75 OF 79
4/13/18 A B C D E F G H 1 1 K L M N 0 P

A B C I D E F G H I J K L M N O P
OFFSET FOOTER BOULDER NOTE:
Y2 WIDTH IN DIRECTION OF FLOW. B
BOULDER SHOULD SLOPE 1. ALL BOULDERS SHALL HAVE A MORE ANGULAR SHAPE WITH AT
SLIGHTLY AGAINST FLOW. LEAST TWO FLAT SIDES FOR STACKING. �. INSTALL BOULDER SILL AT
2. BOULDERS SHALL BE BLASTED QUARRIED GRANITE. ELEVATION SHOWN ON O
SCOUR HOLE TO BE EXCAVATED E CONSTRUCTION PLANS
DURING INSTALLATION OF MINIMUM 3'L x 2'H x 2'D STREAM BANK
STRUCTURE. USE 12" NATURAL WEIR BOULDER
CHANNEL BED MATERIAL
TO ACHIEVE FINAL GRADE (TYP.) FLOW
12" MIN.
0 o SEAL ENTIRE UPSTREAM FACE OF
STRUCTURE, INCLUDING WINGS,
_ WITH GEOTEXTILE FABRIC AND NATIVE
EXISTING STREAM CHANNEL I I I C C OR IMPORTED SOIL MIXTURE COMPACTED
SHALL BE FILLED IN 8 -INCH I 0 0 0 I_ TO 95% OF MAXIMUM DENSITY OF
LIFTS COMPACTED TO -I I I I I I I b I I H P ASTM D698 (TYP.)
—I
cr�FN
G
B OP SEAL ENTIRE UPSTREAM
20°-30° '9�QMJ FACE OF STRUCTURE,
l� INCLUDING WINGS, WITH
FOOTER BOULDER (TYP.) GEOTEXTILE FABRIC (TYP.)
TOE OF STREAM BANK ``( l B STREAM BANK
B EXISTING STREAM 500-C-009 STABILIZATION MATTING
----------------------- BANK
95% COMPACTION ACCORDING MINIMUM 3'L x 2'H x 2'D A
TO ASTM D698. FILL SHALL BE BOULDER FOOTERS NOTE: SEE SHEETS 040-C-104 TO 040-C-108 FOR STAKING ; =' ' / ' ------------------------------
NATIVE MATERIAL OR COMMON EXTEND GEOTEXTILE INFORMATION AND LAYOUT OF BOULDER VANES.
EARTH BACKFILL FABRIC 6" BELOW'�, ��
A A
BOTTOM OF FOOTER FOOTER BOULDERS TO EXTEND —
BOULDER (TYP.) MINIMUM OF ONE COURSE BELOW I
BELOW STREAM BED TO PROVIDE TOE OF STREAM BANK jBRING COMPACTED
SCOUR PROTECTION FILL TO WITHIN 12"
SECTION -A A OF FINAL GRADE
CLEAR FACE OF EXISTING STRE00 AM PROPOSED o0
---------------------' STREAM BANK
SCOUR HOLE TO BE BANK OF ALL DEBRIS AND VEGETATION
CSD TOP OF BOULDER TO 2 5' 3' PRIOR TO PLACING NATIVE MATERIAL
MATCH STREAM BED EXCAVATED DURING
ELEVATION INSTALLATION OF OR COMMON EARTH BACKFILL (TYP.)
STRUCTURE ��1 WEIR BOULDER
B 2%-5% FLOW TOPOF BED cSOF P PLACE NATIVE MATERIAL OR
STREA—�— � COMMON EARTH BACKFILL IN 8"
/ 1
B ��, HORIZONTAL LIFTS AND COMPACT
A I I I 1.5' - 2' TO 95% ACCORDING TO ASTM D698 0 RIFFLE MATERIAL
FOOTER BOULDERS (TYP.) ' I - TYPICAL BOULDER DIMENSIONS
D STREAMBED FILL
STREAM BANK I MINIMUM 2' DIA.
NATIVE OR IMPORTED SOIL � I/ I JI SILL BOULDERS (TYP.) 500-C-009MIXTURE COMPACTED TO I _
95% OF MAXIMUM DENSITYI—
OF ASTM D698 FOOTER BOULDERS TO EXTEND
MINIMUM OF ONE COURSE BELOW PLAN
BELOW STREAM BED TO PROVIDE BOULDER CROSS VANE TYPICAL STREAM BANK FILL
SECTION -B SCOUR PROTECTION
DETAIL rA ��RDETAIL Bco R
NO SCALE NO SCALE
OFFSET FOOTER BOULDER Y2 WIDTH IN MINIMUM 2' DIA.
DIRECTION OF FLOW. BOULDERS SHOULD SILL BOULDERS STREAM BANK B
SLOPE SLIGHTLY AGAINST FLOW.
NO VOIDS TO BE LEFT TOP OF BOULDER WALL STABILIZATION MATTING 500-C-009
MINIMUM 12" OF NATURAL � STAGGER AS NOTED ON PLANS
SCOUR HOLE TO BE FLOW B INSTALL BOULDER SILL AT BETWEEN HEADWALL B WRAP STABILIZATION MATTING
EXCAVATED DURING � CHANNEL BED MATERIAL I SEAL ENTIRE UPSTREAM AND BOULDERS. CHINK JOINTS BOULDERS OVER TOP COURSE OF BOULDERS
INSTALLATION OF PLACED ON UPSTREAM STREAM BANK ELEVATION SHOWN ON
FACE OF VANE ARM D CONSTRUCTION PLANS FACE OF STRUCTURE, AND WEDGE VOIDS WITH 24"-30" DIA. OFFSET HALF OF AND OVER END OF GEOTEXTILE FABRIC
STRUCTURE. USE 12" OF INCLUDING WINGS, WITH 4 -INCH MINUS ROCK. WIDTH OF BOULDER JJ1 FACE OF EXCAVATED LO
NATURAL CHANNEL BED
A GEOTEXTILE FABRIC (TYP.) BOULDERS-111III—I 1=111=
MATERIAL TO ACHIEVE
24"-30" DIA. lll=lll=—II SLOPE
FINAL GRADE (TYP.) B
FLOW STREAM BED ± 8" HORIZONTAL LIFTS
_ — � I I II I
' - SEAL ENTIRE UPSTREAM FACE /� 20'-30'
STREAM BED
_ = COMPACTED TO 95%
/ OF STRUCTURE, INCLUDING WINGS, WITH CONCRETE— i �� �� ACCORDING TO ASTM D698.
0 o GEOTEXTILE FABRIC AND NATIVE OR MINIMUM T DIA. VANE HEADWALL �� FILL SHALL BE NATIVE MATERIAL
IMPORTED SOIL MIXTURE COMPACTED TO TOE OF STREAM BANK AND FOOTER BOULDERS / OR COMMON EARTH BACKFILL
95% OF MAXIMUM DENSITY OF ASTM D698 CHINK AND WEDGE 4 -INCH
MAKE TOP OF FOOTER WRAP GEOTEXTILE FABRIC
EXTEND 12 -oz. NON- WOVEN GEOTEXTILE
(TYP.) MINUS ROCK, AS NECESSARY, HABITAT GAPS COURSE AS LEVEL AS POSSIBLE 24" MIN. OVER TOP OF BEDROCK STARTING
---------------------------
_---- C
FABRIC 6" BELOW BOTTOM OF FOOTER BOULDER FOOTERS (TYP.) __<<cNG TO LEVEL THE BOULDER VARY SIZE OF AT FACE OF EXCAVATED SLOPE
BOULDER (TYP.) - -------------------- TA/ pFgR p` COURSES OPENING B
AND EXTEND BEHIND BOULDERS �
SECTION -A TO TOP OF BANK
SCOUR HOLE TO BE-----------------------------------------
EXCAVATED DURING - SECTION -A SECTION - B
CD STREAM BANK00 ---------------------------- ---------------------------------
s
- CONCRETE
TOP OF BOULDER TO INSTALLATION OF HEADWALL
U C MATCH STREAM BED STRUCTURE
o ELEVATION Y2 OF CHANNEL WIDTH
FOOTER BOULDER/� TOP COURSE OF /�
/� BOULDERS (TYP.) BOULDERS /`1
m 2%-5% TOP OF TOE OF STREAM BANK PLAN 24"-30" DIA.
CD B FLOW STREAM BED
— , rCONCURRENT REVIEW APPROVAL
TOE OF
= Y A 3,
Q FOOTER I 1 I III — I NATIVE OR COMMON EARTH 5—
UI BOULDERS (TYP.) — I 1 III I BACKFILL COMPACTED TO
FOOTER BOULDERS TO EXTEND —III I ' 95% OF MAXIMUM DENSITY 1.5' - 2'
ELEVATIONS
DIMENSIONS
CROSS VANE
A
B
C
D
E
F
1
366.5'
367.1'
21
12'
4'
3'
2
368.8'
369.2'
12'
12'
4'
3'
3
369.2'
1369.6'
12'
12'
4'
3'
4
380.6'
381.0'
12'
12
4'
3'
5
382.2'
382.6'
12'
12'
4'
3'
6
389.2'
389.6'
1 12'
12'
4'
3'
cr�FN
G
B OP SEAL ENTIRE UPSTREAM
20°-30° '9�QMJ FACE OF STRUCTURE,
l� INCLUDING WINGS, WITH
FOOTER BOULDER (TYP.) GEOTEXTILE FABRIC (TYP.)
TOE OF STREAM BANK ``( l B STREAM BANK
B EXISTING STREAM 500-C-009 STABILIZATION MATTING
----------------------- BANK
95% COMPACTION ACCORDING MINIMUM 3'L x 2'H x 2'D A
TO ASTM D698. FILL SHALL BE BOULDER FOOTERS NOTE: SEE SHEETS 040-C-104 TO 040-C-108 FOR STAKING ; =' ' / ' ------------------------------
NATIVE MATERIAL OR COMMON EXTEND GEOTEXTILE INFORMATION AND LAYOUT OF BOULDER VANES.
EARTH BACKFILL FABRIC 6" BELOW'�, ��
A A
BOTTOM OF FOOTER FOOTER BOULDERS TO EXTEND —
BOULDER (TYP.) MINIMUM OF ONE COURSE BELOW I
BELOW STREAM BED TO PROVIDE TOE OF STREAM BANK jBRING COMPACTED
SCOUR PROTECTION FILL TO WITHIN 12"
SECTION -A A OF FINAL GRADE
CLEAR FACE OF EXISTING STRE00 AM PROPOSED o0
---------------------' STREAM BANK
SCOUR HOLE TO BE BANK OF ALL DEBRIS AND VEGETATION
CSD TOP OF BOULDER TO 2 5' 3' PRIOR TO PLACING NATIVE MATERIAL
MATCH STREAM BED EXCAVATED DURING
ELEVATION INSTALLATION OF OR COMMON EARTH BACKFILL (TYP.)
STRUCTURE ��1 WEIR BOULDER
B 2%-5% FLOW TOPOF BED cSOF P PLACE NATIVE MATERIAL OR
STREA—�— � COMMON EARTH BACKFILL IN 8"
/ 1
B ��, HORIZONTAL LIFTS AND COMPACT
A I I I 1.5' - 2' TO 95% ACCORDING TO ASTM D698 0 RIFFLE MATERIAL
FOOTER BOULDERS (TYP.) ' I - TYPICAL BOULDER DIMENSIONS
D STREAMBED FILL
STREAM BANK I MINIMUM 2' DIA.
NATIVE OR IMPORTED SOIL � I/ I JI SILL BOULDERS (TYP.) 500-C-009MIXTURE COMPACTED TO I _
95% OF MAXIMUM DENSITYI—
OF ASTM D698 FOOTER BOULDERS TO EXTEND
MINIMUM OF ONE COURSE BELOW PLAN
BELOW STREAM BED TO PROVIDE BOULDER CROSS VANE TYPICAL STREAM BANK FILL
SECTION -B SCOUR PROTECTION
DETAIL rA ��RDETAIL Bco R
NO SCALE NO SCALE
OFFSET FOOTER BOULDER Y2 WIDTH IN MINIMUM 2' DIA.
DIRECTION OF FLOW. BOULDERS SHOULD SILL BOULDERS STREAM BANK B
SLOPE SLIGHTLY AGAINST FLOW.
NO VOIDS TO BE LEFT TOP OF BOULDER WALL STABILIZATION MATTING 500-C-009
MINIMUM 12" OF NATURAL � STAGGER AS NOTED ON PLANS
SCOUR HOLE TO BE FLOW B INSTALL BOULDER SILL AT BETWEEN HEADWALL B WRAP STABILIZATION MATTING
EXCAVATED DURING � CHANNEL BED MATERIAL I SEAL ENTIRE UPSTREAM AND BOULDERS. CHINK JOINTS BOULDERS OVER TOP COURSE OF BOULDERS
INSTALLATION OF PLACED ON UPSTREAM STREAM BANK ELEVATION SHOWN ON
FACE OF VANE ARM D CONSTRUCTION PLANS FACE OF STRUCTURE, AND WEDGE VOIDS WITH 24"-30" DIA. OFFSET HALF OF AND OVER END OF GEOTEXTILE FABRIC
STRUCTURE. USE 12" OF INCLUDING WINGS, WITH 4 -INCH MINUS ROCK. WIDTH OF BOULDER JJ1 FACE OF EXCAVATED LO
NATURAL CHANNEL BED
A GEOTEXTILE FABRIC (TYP.) BOULDERS-111III—I 1=111=
MATERIAL TO ACHIEVE
24"-30" DIA. lll=lll=—II SLOPE
FINAL GRADE (TYP.) B
FLOW STREAM BED ± 8" HORIZONTAL LIFTS
_ — � I I II I
' - SEAL ENTIRE UPSTREAM FACE /� 20'-30'
STREAM BED
_ = COMPACTED TO 95%
/ OF STRUCTURE, INCLUDING WINGS, WITH CONCRETE— i �� �� ACCORDING TO ASTM D698.
0 o GEOTEXTILE FABRIC AND NATIVE OR MINIMUM T DIA. VANE HEADWALL �� FILL SHALL BE NATIVE MATERIAL
IMPORTED SOIL MIXTURE COMPACTED TO TOE OF STREAM BANK AND FOOTER BOULDERS / OR COMMON EARTH BACKFILL
95% OF MAXIMUM DENSITY OF ASTM D698 CHINK AND WEDGE 4 -INCH
MAKE TOP OF FOOTER WRAP GEOTEXTILE FABRIC
EXTEND 12 -oz. NON- WOVEN GEOTEXTILE
(TYP.) MINUS ROCK, AS NECESSARY, HABITAT GAPS COURSE AS LEVEL AS POSSIBLE 24" MIN. OVER TOP OF BEDROCK STARTING
---------------------------
_---- C
FABRIC 6" BELOW BOTTOM OF FOOTER BOULDER FOOTERS (TYP.) __<<cNG TO LEVEL THE BOULDER VARY SIZE OF AT FACE OF EXCAVATED SLOPE
BOULDER (TYP.) - -------------------- TA/ pFgR p` COURSES OPENING B
AND EXTEND BEHIND BOULDERS �
SECTION -A TO TOP OF BANK
SCOUR HOLE TO BE-----------------------------------------
EXCAVATED DURING - SECTION -A SECTION - B
CD STREAM BANK00 ---------------------------- ---------------------------------
s
- CONCRETE
TOP OF BOULDER TO INSTALLATION OF HEADWALL
U C MATCH STREAM BED STRUCTURE
o ELEVATION Y2 OF CHANNEL WIDTH
FOOTER BOULDER/� TOP COURSE OF /�
/� BOULDERS (TYP.) BOULDERS /`1
m 2%-5% TOP OF TOE OF STREAM BANK PLAN 24"-30" DIA.
CD B FLOW STREAM BED
— , rCONCURRENT REVIEW APPROVAL
TOE OF
= Y A 3,
Q FOOTER I 1 I III — I NATIVE OR COMMON EARTH 5—
UI BOULDERS (TYP.) — I 1 III I BACKFILL COMPACTED TO
FOOTER BOULDERS TO EXTEND —III I ' 95% OF MAXIMUM DENSITY 1.5' - 2'
OF ASTM D698 LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
MINIMUM OF ONE COURSE BELOW NOTE: SEE SHEETS 040-C-104 TO 040-C-108 FOR PLAN STATE, AND FEDERAL RULES AND REGULATIONS.
> BELOW STREAM BED TO PROVIDE TYPICAL BOULDER DIMENSIONS STAKING INFORMATION AND LAYOUT OF ° °
SCOUR PROTECTION
SECTION -13 BOULDER VANES. TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CV
BOULDER VANE BOULDER WALL STORMWATER
NOTE:
PLANNING/ZONING
1. ALL BOULDERS SHALL HAVE A MORE ANGULAR SHAPE WITH AT
DETAIL VAR DETAIL V°R FIRE
C) LEAST TWO FLAT SIDES FOR STACKING.
URBAN FORESTRY
�I 2. BOULDERS SHALL BE BLASTED QUARRIED GRANITE. NO SCALE NO SCALE SITE ACCESSIBILITY
ti
0
"' LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-500-C-008.dw
AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR g
c3 ZONE REV. DESCRIPTION BY DATE APP. y <
(IF NOT 2" SCALE ACCORDINGLY) �� Fi BC PROJECT NUMBER
uJ V � NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND
Suite 200 DESIGNED: B. NASH CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o ���
0 Caldwell [phone] CHECKED: B. NASH �what's � SOW. STN CARON DRAWING NUMBER
NC License No. F-0785DETAIL SHEET 8 500-C-008
CHECKED: K. Yd
>CD a" ��'
KMATTFIELD
SHEET NUMBER
STORMWi�
APPROVED: MANAGEMENT DIVISION
A
76 OF 79
4/13/18 A B C D E F G H I J K L M N 0 P
ELEVATIONS
DIMENSIONS
VANE
A
B
C
D
1
376.3'
376.8'
15'
4'
2
376.6'
377.0'
12'
4'
3
382.5'
382.9'
12'
4'
4
385.6'
386.0'
12'
4'
OF ASTM D698 LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
MINIMUM OF ONE COURSE BELOW NOTE: SEE SHEETS 040-C-104 TO 040-C-108 FOR PLAN STATE, AND FEDERAL RULES AND REGULATIONS.
> BELOW STREAM BED TO PROVIDE TYPICAL BOULDER DIMENSIONS STAKING INFORMATION AND LAYOUT OF ° °
SCOUR PROTECTION
SECTION -13 BOULDER VANES. TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CV
BOULDER VANE BOULDER WALL STORMWATER
NOTE:
PLANNING/ZONING
1. ALL BOULDERS SHALL HAVE A MORE ANGULAR SHAPE WITH AT
DETAIL VAR DETAIL V°R FIRE
C) LEAST TWO FLAT SIDES FOR STACKING.
URBAN FORESTRY
�I 2. BOULDERS SHALL BE BLASTED QUARRIED GRANITE. NO SCALE NO SCALE SITE ACCESSIBILITY
ti
0
"' LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-500-C-008.dw
AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR g
c3 ZONE REV. DESCRIPTION BY DATE APP. y <
(IF NOT 2" SCALE ACCORDINGLY) �� Fi BC PROJECT NUMBER
uJ V � NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND
Suite 200 DESIGNED: B. NASH CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o ���
0 Caldwell [phone] CHECKED: B. NASH �what's � SOW. STN CARON DRAWING NUMBER
NC License No. F-0785DETAIL SHEET 8 500-C-008
CHECKED: K. Yd
>CD a" ��'
KMATTFIELD
SHEET NUMBER
STORMWi�
APPROVED: MANAGEMENT DIVISION
A
76 OF 79
4/13/18 A B C D E F G H I J K L M N 0 P
STREAM BED
co
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
INCREASE OFFSET OF
AUTHORIZATION FOR CONSTRUCTION IS NOT TO BE CONSIDERED TO
° FLOW EACH COURSE TO ACHIEVE
REPRESENT TOTAL COMPLIANCE WITH ALL LEGAL REQUIREMENTS FOR
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
2:1 SLOPE AT END OF WALL
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
° TO MATCH GRADE OF
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
°
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
STREAM BANK (TYP.)
CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
OF ASTM D698 LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
MINIMUM OF ONE COURSE BELOW NOTE: SEE SHEETS 040-C-104 TO 040-C-108 FOR PLAN STATE, AND FEDERAL RULES AND REGULATIONS.
> BELOW STREAM BED TO PROVIDE TYPICAL BOULDER DIMENSIONS STAKING INFORMATION AND LAYOUT OF ° °
SCOUR PROTECTION
SECTION -13 BOULDER VANES. TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES CV
BOULDER VANE BOULDER WALL STORMWATER
NOTE:
PLANNING/ZONING
1. ALL BOULDERS SHALL HAVE A MORE ANGULAR SHAPE WITH AT
DETAIL VAR DETAIL V°R FIRE
C) LEAST TWO FLAT SIDES FOR STACKING.
URBAN FORESTRY
�I 2. BOULDERS SHALL BE BLASTED QUARRIED GRANITE. NO SCALE NO SCALE SITE ACCESSIBILITY
ti
0
"' LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT 150371-500-C-008.dw
AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR g
c3 ZONE REV. DESCRIPTION BY DATE APP. y <
(IF NOT 2" SCALE ACCORDINGLY) �� Fi BC PROJECT NUMBER
uJ V � NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
z�
BrownAND
Suite 200 DESIGNED: B. NASH CIVIL AS SHOWN
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA �o ���
0 Caldwell [phone] CHECKED: B. NASH �what's � SOW. STN CARON DRAWING NUMBER
NC License No. F-0785DETAIL SHEET 8 500-C-008
CHECKED: K. Yd
>CD a" ��'
KMATTFIELD
SHEET NUMBER
STORMWi�
APPROVED: MANAGEMENT DIVISION
A
76 OF 79
4/13/18 A B C D E F G H I J K L M N 0 P

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9
m
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Lf
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LENGTH VARIES
SEE SHEETS 040-C-104 TO 040-C-108
RIFFLE CREST, SEE
INSERT 2" GALVANIZED ROOFING FOLD STABILIZATION
FOR
PLACE BOULDER SILL AT
STATIONING
ELEVATIONS ON SHEETS
NAIL INTO WOOD STAKE TO HOLD MATTING UNDER AT TOE
B STABILIZATION
START POOL ELEVATIONS
040-C-104 TO 040-C-108
STABILIZATION MATTING AS OF STREAM SO WOOD
500-C-009 MATTING (TYP.)
SHOWN ON SHEETS 040-C-104 TO 040-C-108
MINIMUM 3'L x 2'H x 2'D
TOP OF BOULDER
EXISTING
SHOWN STAKE PIERCES THE
MATTING TWICE
POOL
SILL BOULDER (TYP.) SHOULD NOT EXTEND
STREAMBED
A,
ELEVATION
MORE THAN 6" ABOVE
2' LENGTH BY 2"x2"
4" THALWEG
DEPTH RIFFLE CREST, SEE
SEE PROFILE ON
PROPOSED PROFILE
PROPOSED PROFILE
FLOW
WOOD STAKE
ELEVATIONS ON SHEETS
SHEETS 040-C-104 TO12"
6" MAX MIN
SEE INSET'B'
040-C-104 TO 040-C-108
040-C-108 FOR DEPTHS
FINAL 6" OF FILL TO CONSIST OF SALVAGED OR IMPORTED TOPSOIL.
PLACE SEED MIX UNDER SOIL
0 0 0 o
STREAMBED LIGHTLY COMPACT OR ROLL THE TOP 6" OF TOPSOIL TO OBTAIN
STABILIZATION MATTING.
SUBGRADE
FIRMNESS AND FINAL GRADES.
ANCHOR MATTING USING 12"
FABRIC STAKES BASED ON
--
ANCHOR BOULDERS 6" MIN
RIFFLE MATERIAL
INSET �A�
BRING COMPACTED FILL TO WITHIN 6" OF FINAL GRADE
MANUFACTURER'S
SPECIFICATIONS.
1
6" MIN INTO SUBGRADE
SEE INSET -A
I
SEAL ENTIRE UPSTREAM FACE OF
SECURE MATTING IN TRENCH INSTALL PLANT
___ J
STRUCTURE WITH 12 -OZ. NON -WOVEN
USING A 12" FABRIC STAKE MATERIAL ABOVE LIVE
12" OF NATURAL CHANNEL BED
GEOTEXTILE FABRIC. GEOTEXTILE FABRIC
INTO END OF MATTING AT STAKES TO TOP OF BANK
SECTION -B MATERIAL
TO BE PLACED
SHALL EXTEND 6" BELOW BOTTOM OF
TOP OF BANK
IN POOLS FOOTER BOULDER
FOOTER BOULDER
SEE PLAN VIEW FOR
LAYOUT OF LIVE STAKES
SECTION -A
I II —
BASEFLOW
STREAMBED - I- -
GRADE SLOPE AS
NATURAL CHANNEL BED
RIFFLE MATERIAL_
-
-
6
NOTED ON PLANS
MATERIAL TO BE PLACED
PLACE SEVERAL BOULDERS
I
IN POOLS
AT TAIL END OF RIFFLE IN ARC B
I
I I I . (—
SHAPE AT TAIL END OF RIFFLE
RIFFLE CRESTINSET
�B� SEE INSET'A'
I I
TO CREATE A SILL.
I I I-
PLACE ADDITIONAL 2' LENGTH 2"x2" WOOD
STAKE ALONG SEAMS AND ENDS OF SOIL
A
o
0 0 0 0 0 0
0 0 0 0 A
INSTALL 2' LENGTH 2"x2"
STAGGER WOOD STAKE ALONG TOE
STABILIZATION MATTING PLACED 4' ON
CENTER
LIVE STAKES OF BANK PLACED 4' ON
FOLD STABILIZATION
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 FLOW
CENTER
MATTING AT TOE OF STABILIZATION
STREAM BANK SO o
0 0 0 0 0 0 0 0 0 0 0
0 0
PLACE LIVE STAKES
SECTION VIEW
MATTING
THAT THE WOOD
2' ON CENTER (TYP.)
STAKE PIERCES o
0
0 0 0 0 0 0 0 0 0
0 0 0 0
2'
MATTING TWICE
i o o
O °
I
TOE OF STREAM BANK I
N
SILL SHALL
° �o
ALL BOULDERS
SEAL ENTIRE UPSTREAM FACE OF B
BE PLACED AT START POOL
STRUCTURE WITH GEOTEXTILE FABRIC.
INSTALL 2' LENGTH x 2" x 2"
ELEVATIONS SHOWN ON
WOOD STAKE ALONG TOE
SHEETS 040-C-104 TO 040-C-108
LIVE STAKE PLAN VIEW
OF BANK PLACED 4' ON CENTER INSET -A
PLAN
CONSTRUCTED RIFFLE
STREAM BANK STABILIZATION MATTING
DETAIL vAR
DETAIL ��R
NO SCALE
NO SCALE
PLACE BOULDERS ALONG
TOE OF BANK SO THAT HALF D
BOULDER WALL
STABILIZATION
B STABILIZATION
OF BOULDER IS BURIED IN 500-C-008 CLUSTER MINIMUM OF (3)
MATTING
500-C-009 MATTING (TYP.)
THE BANK A ��
TOE OF 36" DIA. BOULDERS ALONG
NATURAL CHANNEL
STREAMBANK STREAMBANK (TYP.)
BED MATERIAL
RIFFLE MATERIAL
PLACED IN POOL
MINIMUM 12" OF RIFFLE MATERIAL RIFFLE MATERIAL OR
PROPOSED GRADE
FOR RIFFLES AND NATURAL CHANNEL NATURAL CHANNEL BED
BED MATERIAL FOR POOLS TO MATCH MATERIAL
PROPOSED PROFILE
FOLD STABILIZATION
MATTING AT TOE OF STREAM
T_�
4" THALWEG
BANK SO THAT THE WOOD
0 0 o 0 0 0
0 o
DEPTH SEE INSET -B
STAKE PIERCES MATTING
J
O w
TWICE
_j _j z 0 0 0 0 0 0 0 0 0 0 0 0
w o 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 o
0 0 0 0 0 0
PROPOSED GRADE INSTALL 2' LENGTH x 2" x 2"
�11z
z
Opco=
--
2' LENGTH x 2" x 2" -- WOOD STAKE ALONG TOE
< 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
__ 0 0 0 0 0 0
WOOD STAKE C / OF BANK PLACED 4' ON
_ U_ < U
m
STABILIZATION
___ ____ SECURE STABILIZATION CENTER
U `O o 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
MATTING TYP.
500-C-009 (TYP.)
_ _____ ____________________
______ ______________________ MATTING AT TOE OF STREAM
O J_
------------------------------ BANK AS SHOWN IN INSET -A
INSET -A
O o o
EXISTING STREAM CHANNEL _____________________________
L1_
C:>
10 FOOT CHANNEL WIDTH
1 1
SHALL BE FILLED IN 8 -INCH ----------------------------- EXISTING STREAM
LIFTS AND COMPACTED TO _ CHANNEL
95% COMPACTION ACCORDING ------_______
5 FOOT WIDE
2
TO ASTM D698 WITH NATIVE --------------------- INSERT 2" GALVANIZED
4
2 BASE FLOW CHANNEL
MATERIAL OR COMMON EARTH ---- ----------- -- ROOFING NAIL INTO FOLD STABILIZATION
CONCRETE �
030-S-002
TOE OF STREAMBANK
BACKFILL AS REQUIRED. MATERIAL ----------------- MATTING AT TOE OF
HOLD STABILIZATION WOOD STAKE TO
CONCURRENT REVIEW APPROVAL
APRON TO
SHALL HAVE PLASTICITY INDEX >0 STREAM BANK SO WOOD
CULVERT A
LINE BOULDER WALL WITH
AND <25 UNLESS APPROVED BY ----- MATTING AS SHOWN STAKE PIERCES MATTING
18"-24" BOULDERS TO
12" MAX.
THE ENGINEER TWICE
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
OFFSET BOULDER CLUSTERS
MINIMUM OF 15 FEET TO CREATE
CREATE 5 FOOT WIDE BASE D
BOULDER WALL
" "
2' LENGTH x 2 x 2
SECTION
PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
MEANDERING BASE FLOW CHANNEL (TYP.)
FLOW CHANNEL (TYP.)
500-C-008
WOOD STAKE
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
DNOTES:
CLUSTER OF 36"
DEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
BOULDER WALL
DIA. BOULDERS
CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
500-C-008
RIFFLE MATERIAL TOE OF STREAMBANK
1. CONTRACTOR SHALL REMOVE ALL DELETERIOUS MATERIAL, TRASH AND
COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
PLAN
SECTION -A
OTHER MATERIAL WITHIN THE STREAM CHANNEL PRIOR TO PLACING FILL
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.
THAT MAY AFFECT PROPER COMPACTION OF STREAMBED FILL. INSET -B
2. CONTRACTOR SHALL REMOVE AND SALVAGE SUITABLE EXISTING
TRANSPORTATION FIELD SERVICES
STREAMBED MATERIAL AND REUSE IN THE PROPOSED STREAMBED.
3. CONTRACTOR SHALL PROVIDE SUITABLE MATERIAL THAT MEETS THE
PUBLIC UTILITIES
CULVERT INFLOW CHANNEL
REQUIREMENTS IN THE SPECIFICATIONS AND ON THE CONSTRUCTION STREAM BED FILL (TYPICAL)
STORMWATER
DRAWINGS IF SUFFICIENT MATERIAL IS NOT AVAILABLE ON SITE.
PLANNING/ZONING
DETAIL
DETAIL
FIRE
VAR
��RD
URBAN FORESTRY
NO SCALE
NO SCALE
SITE ACCESSIBILITY
LINE IS
2 INCHES
EXTERNAL REFERENCES
REVISIONS
THE CITY OF RALEIGH
FILENAME
pF R 44
ENGINEERING SERVICES DEPARTMENT
CONSTRUCTION PLANS FOR
150371-500-C-009.dw 9
AT FULL SIZE
BC PROJECT NUMBER
150371
5430 Wade Park Boulevard
(IF NOT 2" -SCALE ACCORDINGLY)
ZONE
REV.
DESCRIPTION
BY
DATE
APP.
�y
V� C
Z
NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS
AND STREAM STABILIZATION PROJECT PHASE IV AND
V
Suite 200
BrownAND
DESIGNED:
B. NASH
� x 4
SCALE
�
Raleigh, North Carolina 27607
_
� `'
CIVIL
AS SHOWN
DRAWING NUMBER
Caldwell �
DRAWN: B. MRUGALA
O�'FI CAgON���
NC License No. F-0785
CHECKED:
B. NASH
I",°��"�t���r°,��
DETAIL SHEET 9
500-C-009
Call before you dlW
CHECKED: K. MATTFIELD
STORMWATER
APPROVED:
SHEET NUMBER
T-1
MANAGEMENT DIVISION
77 OF 79
4/13/18 A I B I C I D I E I F I G I H I I I J I K I L I M I N 1 0 P
9
m
••,
IL
Lf
LID
0-
M
N
r

A I B C D E F G H I J K L M I N O 1 P
SEE SHEETFINAL GRADE SHALL MATCH GRADE TOP OF SLOPE TO DRAIN MINIMUM
BOULDER (TYP.) SPACING CONTAINER
FOR R OR TUBLING PROPOSED STORM PROPOSED
STREAMBED
B
PLANTINGS (TYP.) EXISTING BANK ELEVATION DRAIN
LONGITUDINAL
O NATIVE SEED MIX ANCHOR STACK BOULDERS /q INSTALL STABILIZATION o 0 0
TRENCH SO TOPS ARE LEVEL MATTING AROUND BOULDERS A —
MINIMUM 12" COMPACTED TOPSOIL AND STAKE PER DETAIL B/500-C-009 —
PLACED UNDER NATURAL FIBER �� WITH TOP OF STORM — C 1 _
DRAIN
MATTING AT TOP OF BANK '\�--
\`"` COMPACTED TOE OF—
"`' STREAM BANK o 1 0 0 0 o 0 0 0 0 0 r —
\\\\\' TOPSOIL
PLACE 10-20 LIVE CUTTINGS PER ��\\\�\\\\\\\\\ q a I I —
LINEAR FOOT WITH 4" OF TOP SOIL
SEAL ENTIRE UPSTREAM FACE OF
\\\ _� \���\�� 12" I I _ —III I �— STRUCTURE WITH GEOTEXTILE FABRIC.
\\\�\\\\\\ \ \ \ \\ /\\\\ - MIN. 12" DEPTH OF GEOTEXTILE FABRIC SHALL EXTEND 6"00
NATURAL FIBER MATTING/STREAM BED �/ /� /� //� /� \/�//�' BELOW BOTTOM OF FOOTER BOULDER
1 12" STAKE 6" \\/ \, �\, \\,\\\/\\��\%\\%� �\�\ � � COBBLE
\\\\\\ _ /�j� �i PLACE MINIMUM 2' DIA. STATION A B C
12-18" COMPACTED BOULDERS UNDER PIPE PLAN
SOIL FILL LIFT—\\\\\\� /� INVERT AND SLOPE TO 11+26 TO 11+41 6 5± 12
L\\� . A 17+94 TO 18+29 6" 7'± 12"
STREAM
SLOPE VARIESxz
FRONT VIEW 26+32 TO 26+95 6" 5'± 12" COBBLE GEOTEXTILE FABRIC MINIMUM 3'L x 2'H x 2'D
(TYP.) 18"-24"
24 BOULDERS SILL BOULDER (TYP.)
AT EDGE OF POOLS
EXCAVATED STABLE SLOPE
\\\\\\\\\\\\\\\\ \\ \ STREAM BANK B
CID
00
STABILIZA\\\\\\\\\ MATTING TION 50��g 1 1 1 c
\\\\\\\ \ �� \\\\\ k-2
STEP-POOL=
MINIMUM 2' DIA
TRANSITION LIFT \\\\\ \ \\\\\\\\\\\ BOULDER 2
\\�\\\\\\ \ STREAM PROPOSED _ DETAIL VAR o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BASEFLOW \ \ \\\\\ \\\\ STREAM BANK �' I j PROPOSED STORM
DRAIN NO SCALE
COBBLE FILL
l
TOE PROTECTION a a a a a a o SEAL ENTIRE BOTTOMX<IN" AND FACE OF
o 11 0 11 0 11
12-18" COBBLE j j\\�j\j %/ // / %/\, STRUCTURE WITH
STREAMBED FILL LIFT �\\�\�\�\\�\\� \ /\\� GEOTEXTILE FABRIC
\ \
"moo �or� ' •% PROPOSED
2'-3' PLACE MINIMUM 2' DIA.
PROFILE STREAMBED
1L o a a
1 _
BOTTOM 2 LIFTS SHALL BE WRAPPED STREAM BED BOULDERS UNDER PIPE
IN 12 OZ. NON-WOVEN GEOTEXTILE FABRIC.
INVERT AND SLOPE TO
STREAM A
V MINIMUM COMPACTED
4'-6' BOTTOM LIFT SHALL SECTION - A EXISTING PROPOSED STREAM COVER NATIVE MATERIAL HEIGHT AND SLOPE
BE NCDOT #57 STONE CHANNEL EXISTING TO MATCH GRADES
CHANNEL GRADE 1 ON PLAN-------------------------------------- CO
VEGETATED SOIL LIFT BOULDER PIPE OUTFALL \, FLOW _ \�
INSTALL KEYWAY MINIMUM PROPOSED
OF 1.5 FEET WIDE (TYP.) \
DETAIL a DETAIL B
VAR �VAR\�\\
NO SCALE NO SCALE A - - __ INSTALL KEYWAY MADE OF
EXISTING STREAM CHANNEL SHALL ------ ------
NATIVE MATERIAL AMENDED ; / \�\ \ \ \\ \ \\\ \\\
SEE SECTION-B BE FILLED IN 8-INCH HORIZONTAL LIFTS WITH BENTONITE TO THE
LO TOE OF NOTES: AND COMPACTED TO NO MORE THAN - EDGE OF IMPROVEMENTS / \� �jj �j \�/ LO
STREAM BED �� 85% COMPACTION ACCORDING TO - -' '- - -- -- - _ _ _ `\.\\
1. FOR LIMITS OF BOULDER PLACEMENT SEE SHEET 010-C-101. ASTM D698 WITH NATIVE MATERIAL OR ' - - -- - - -- - - -
��� COMMON EARTH BACKFILL AS REQUIRED. j\
�/
MATERIAL SHALL HAVE PLASTICITY INDEX ABANDONED
STREAM BOTTOM
FOOTER ��� >0 AND <25 UNLESS APPROVED BY INSTALL KEYWAY �\
—�
BOULDERS — _ THE ENGINEER MINIMUM OF 1.5 FEET SECTION-A
� -� � _
SEE SECTION-A PLAN WIDE (TYP.)
FLOW
INCREASE OFFSET OF
EACH COARSE TO CHANNEL PLUG
ACHIEVE 2:1 SLOPE AT
END OF BOULDER WALL (TYP.) — D
24"-36" DETAIL
BOULDERS VAR
1:4 TO 2:1 TOPSOIL BACKFILL,
U TOE OF i� TOP COURSE OF BATTER (TYP.) WELL COMPACTED NO SCALE
oSTREAM BED
0 PLAN BOULDERS (TYP.) STEPS FOR LIVE STAKE PLANTING
24"-36" BOULDERS CHINK AND WEDGE 4-INCH
co SEE SECTION-B STREAM BED MINUS ROCK, AS NECESSARY,
c STAGGER 24"-36" BOULDERS TO LEVEL THE BOULDER 1. PREPARE LIVE STAKE 2. USE A MALLET AND A REBAR (OR 3. WIGGLE REBAR LOOSE AFTER 4. PLACE LIVE STAKE IN HOLE STARTED BY REBAR. PLACE BOARD CONCURRENT REVIEW APPROVAL
•� COURSES
U JOINTS EQUIVALENT, SLIGHTLY SMALLER THAN EVERY FEW BLOWS OF MALLET SO ON TOP OF LIVE STAKE AND HAMMER A MINIMUM OF 2/3 co
�j NO VOIDS TO BE LEFT GEOTEXTILE FABRIC SHALL BE ACF LIVE STAKE CUTTING) TO MAKE THE REBAR CAN BE REMOVED AFTER LENGTH OF LIVE STAKE IN SOIL. LIVE STAKES MAY BE PUSHED CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
BETWEEN HEADWALL �� ) ENVIRONMENTAL N080 NON-WOVEN TOP CUT FLAT PLANTING HOLE. MAKING HOLE AS DEEP AS IN SOIL IF SOIL IS SOFT. IF TOP SPLITS, REPLACE WITH FRESH
LIVE STAKE. USE FOOT TO COMPACT SOIL AROUND LIVE PLANS FOR THE PROPOSED USE HAVE BEEN REVIEWED FOR GENERAL
STREAM BED AND BOULDERS ', / GEOTEXTILE, GEOTEX® 861 �� POSSIBLE. COMPLIANCE WITH APPLICABLE CODES. THIS LIMITED REVIEW, AND
USE LARGEST \��� NON-WOVEN GEOTEXTILE, OR EQUAL STAKE. �/ AUTHORIZATION FOR CONSTRUCTION IS NOT BE CONSIDERED TO
REPRESENT TOTAL COMPLIANCE WITH ALL LEGALAL REQUIREMENTS FOR
%IDEVELOPMENT AND CONSTRUCTION. THE PROPERTY OWNER, DESIGN
p FLOW BOULDERS FOR EMBED FOOTER BOULDER LATERAL BRANCHES CONSULTANTS, AND CONTRACTORS ARE EACH RESPONSIBLE FOR
U FOOTER COURSE BELOW STREAMBED GRADE OR AS COMPLIANCE WITH ALL APPLICABLE CITY, STATE, AND FEDERAL LAWS.
REMOVED FROM LIVE
_I THIS SPECIFIC AUTHORIZATION BELOW IS NOT PART, NOR SHALL IT BE
DIRECTED BY THE ENGINEER
> r 1 V 1 \I v I STAKE WITH BARK CONSTRUED TO PERMIT ANY VIOLATION OF CITY, STATE, OR FEDERAL
\ / A / J A / INTACT. BUD SHALL 2/3 LENGTH OF LAW. ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
.> EMBEDDED SECTION-B POINT UP. LIVE STAKE
STATE, AND FEDERAL RULES AND REGULATIONS.
FOOTER TRANSPORTATION FIELD SERVICES
BASEL (BUTT) END CUT AT NOTES:
BOULDER HABITAT GAPS MAKE TOP OF FOOTER COURSE AS LEVEL AS POSSIBLE PUBLIC UTILITIES N
Q ANGLE. PLANT THIS END 1. PREPARE LIVE STAKE AS SHOWN.
3 VARY SIZE OFSTORM DRAIN OUTLET BOULDER WALL IN SOIL. LIVE STAKE PLANTING STORMWATER
m OPENING SECTION-A 2. SEE SPECIFICATION SECTION 02900
a F PLANNING/ZONING
FOR HANDLING AND STORAGE OF
C DETAIL FIRE
3 LIVE STAKES.
p VAR VAR URBAN FORESTRY
ISI
NO NO SCALE SCALE SITE ACCESSIBILITY
co 0
LO
LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS THE CITY OF RALEIGH FILENAME
ENGINEERING SERVICES DEPARTMENT
= AT FULL SIZE OF Rq CONSTRUCTION PLANS FOR 150371-500-C-010.dwg
C7 ZONE REV. DESCRIPTION BY DATE APP. �y <c�, BC PROJECT NUMBER
(IF NOT 2" -SCALE ACCORDINGLY)
W V C NORTH RIDGE DRAINAGE SYSTEM IMPROVEMENTS �
Q 5430 Wade Park Boulevard 0 y AND STREAM STABILIZATION PROJECT PHASE IV AND V 150371
Brown AND Suite 200 DESIGNED:
B. NASH ,SCALE
Raleigh, North Carolina 27607 DRAWN: B. MRUGALA 10 `'°�° " ���
IVIL AS SHOWN
Q Caldwell [phone] CHECKED: B. NASH Know b��OW.H CARON DRAWING NUMBER
NC License No. F-0785 DETAIL SHEET 10
a CHECKED: K. MATTFIELD Call before, you dig,
5�0-C-01 O
SHEET NUMBER
STORMWC APPROVED: MANAGEMENT DIVISION
A
78 OF 79
4/13/18 A B C D E F G H I J K L M N 0 P