20200375 Ver 1_AversboroLot5-CD-20200103-COMPLETE_20200313

SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.SHEET INDEX
COVER SHEET
SUBMITTALS
First Submittal 11/4/2019
Garner, North Carolina
VILLAGE COURT - LOT 5
VICINITY MAP
1"=300'
EXISTING CONDITIONS C-1
CONSTRUCTION DRAWINGS
SITE PLAN - OVERALL C-2A
OWNER/DEVELOPER:
AVERSBORO PROPERTIES, LLC
401 AVERSBORO ROAD
SUITE 100
GARNER, NC 27529-3633
[e-mail]
PHONE: [phone]
LAND SURVEYING:
SULLIVAN SURVEYING
1143 EXECUTIVE CIRCLE #D
CARY, NC 27511
PHONE: [phone]
ENVIRONMENTAL ENGINEERING:
MITCHELL ENVIRONMENTAL, PA
1501 LAKESTONE VILLAGE LANE
SUITE 205
FUQUAY-VARINA, NC 27526
PHONE: [phone]
0 Village Court
S
W
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LANDSCAPE DETAILS
STORMWATER MANAGEMENT DETAILS
DRAINAGE AREAS
L-2
LANDSCAPE PLAN
C-6
C-7
L-1
PIN: 1711-32-2084
SITE
C-0COVER SHEET1"=300'
C-0
UTILITY PLAN C-3A
DETAILS D-1 TO D-8
EROSION CONTROL PLAN - INITIAL C-5A
STORM DRAINAGE/GRADING PLAN C-4A TO C-4B
LIGHTING PLAN DUKE
BUILDING ELEVATIONS A-1
PIN:1711322084
ZONING:CR & R-12
EXISTING USE:VACANT
PROPOSED USE: OFFICE BUILDINGS
EXISTING TOTAL TRACT AREA:2.14 AC./93,357 S.F.
PROPOSED TOTAL TRACT AREA:2.26 AC./98,361 S.F.
RIVER BASIN:NEUSE BASIN
TOWN LIMITS:YES
PROPOSED BUILDING SQUARE FEET:2,100 SF EACH = 4,200 SF
PROPOSED BUILDING HEIGHT:MAX 30 FEET
PARKING REQUIRED:14 PARKING SPACES
(1 SPACE/300 SQUARE FEET OF GROSS FLOOR AREA)
PARKING PROVIDED:15 PARKING SPACES
HANDICAP PARKING REQUIRED:1 PARKING SPACE
HANDICAP PARKING PROVIDED:1 PARKING SPACE
EXISTING IMPERVIOUS AREA:433 S.F. (SHARED DRIVEWAY)
PROPOSED IMPERVIOUS AREA (LOT):17,840 S.F. (18.6%)
PROPOSED IMPERVIOUS AREA (OFF):385 S.F. (SIDEWALK CONNECTION)
DISTURBED AREA:0.90 AC./39,386 S.F.
CR BUILDING SETBACKS:35' FRONT SETBACK
0'/25' REAR SETBACK
10'/15' SIDE SETBACK
NOTE: NO DEVELOPMENT WITHIN R-12 SECTION
ELECTRIC PROVIDER:DUKE ENERGY
WATER PROVIDER:CITY OF RALEIGH (COORD BY GARNER)
SEWER PROVIDER:CITY OF RALEIGH (COORD BY GARNER)
GARNER ENGINEERING INSPECTION TABLE
PUBLIC STREET 0 LF
PUBLIC C&G 0 LF
PUBLIC SIDEWALK 0 LF
NUMBER OF STORMWATER CONTROL MEASURES 1 EACH
PUBLIC STORMWATER 0 LF
CITY OF RALEIGH PUBLIC UTILITIES
PUBLIC WATER 0 LF
6" DIP 0 LF
PUBLIC SEWER 0 LF
6" PVC 0 LF
PRIVATE WATER 314 LF
6" DIP 64 LF
1" CU SERVICE 250 LF
PRIVATE SEWER 252 LF
6" PVC 163 LF
4" PVC SERVICE 89 LF
NUMBER OF WATER STUBS/TIES 3 TOTAL
1" SERVICE 2 EACH
6" HYDRANT LINE 1 EACH
NUMBER OF WATER METERS FOR DOMESTIC 1 TOTAL
1" METER 1 EACH
NUMBER OF WATER METERS FOR IRRIGATION 0 TOTAL
NUMBER OF SEWER SERVICES 2 TOTAL
4" SERVICE 2 EACH
EROSION CONTROL PLAN - FINAL C-5B
CIVIL ENGINEERING:
B&F CONSULTING, INC.
2805 TOBERMORY LANE
RALEIGH, NC 27606
[e-mail]
PHONE: [phone]
LANDSCAPE ARCHITECT:
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, STE. 200
DURHAM, NC 27713
PHONE: [phone]
LIGHTING PLAN:
DUKE ENERGY CORPORATION
[e-mail]
PHONE: [phone]
Second Submittal 12/2/2019
SP-19-22
SITE PLAN - DEVELOPMENT AREA C-2B
UTILITY PLAN - PROFILES C-3B
Third Submittal 1/3/2020
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY
TREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.S
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N
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PIN: 1711-32-2084
EXISTING USE: VACANT
TOTAL TRACT AREA:2.14 AC.
ZONING:CR & R-12
NOTES:
1.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM FIELD SURVEY BY SULLIVAN SURVEYING.
2.THIS SITE DEVELOPMENT AREA IS NOT LOCATED WITHIN THE 100 FLOOD FRINGE AREA PER FEMA FIRM PANEL
MAP #3720171100J, DATED MAY 6, 2006.
3. THERE ARE NO STEEP SLOPES ON THIS SITE.
4. STREAM LOCATIONS ON THIS SITE ARE LOCATED BY FIELD SURVEY BY SULLIVAN SURVEYING.
5. THERE ARE NO WETLANDS ON THIS SITE.
C-1EXISTING CONDITIONS PLAN1"=40'
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.50' STREAM BUFFERHC RAMP TYPE R-1
MODIFIED FOR
TURN DOWN SIDEWALK
15' BUFF
E
R
15' BUFFER25' BUFFER
BUILDING 2
35'X60'
2100 SF
BUILDING 1
35'X60'
2100 SF TURN DOWN SIDEWALK
TURN DO
W
N

S
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D
E
W
A
L
K
TURN DO
W
N

S
I
D
E
W
A
L
K7' SIDEWALK6' SIDEWALK6' SW
7' SIDEW
A
L
K
TRASH
ENCL
12'X12'1
2
3
4
5
6
7
89101112131415
BUFFER
7' SIDEW
A
L
K
7' SIDEW
A
L
K
6' SIDEW
A
L
K
6' SIDEW
A
L
K6' SIDEWALK6' SIDEWALK20' PRIVATEUTIL.ESMT20' UTIL.ESMT
24.0'18.0'9.0'
8.0'
8.0'24.0'9.0'
24.0'
18.0'9.0'26.5'BOC
-
E
O
P
24
.0
'
HC RAMP
HC RAMP
15' BUFFERBLOCK RETAINING WALLBLOCK RETAINING WALL
5'
4'NEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY
WIDEN WEST SIDE OF
EXISTING DRIVE BY 1'5' SIDEWALKHC RAMP (PRIVATE) WITH
TURN DOWN SIDEWALK
HC RAMP
HC RAMP
6' SIDEW
A
L
K
TURN DO
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A
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K
/
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O
P
15' BUFFERHC RAMP
(PRIVATE) AT
TURN DOWN
SIDEWALK
PAINTED CROSSWALK STRIPING
5' WIDE TURN
DOWN SIDEWALK
BLOCK RE
T
A
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N
I
N
G

W
A
L
L
REMOVE 1' OF EASTERN
SIDE OF EXISTING DRIVE
AT NEW SIDEWALK
TREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
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E
S
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50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
SCM
C-2ASITE PLAN - OVERALL1"=40'
S
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PIN: 1711-32-2084
PROPOSED USE: COMMERCIAL
TOTAL TRACT AREA:2.14 AC.
ZONING:CR & R-12
NOTES:
1.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM FIELD SURVEY BY SULLIVAN SURVEYING.
2.THIS SITE DEVELOPMENT AREA IS NOT LOCATED WITHIN A 100 FLOOD FRINGE AREA PER FEMA FIRM
PANEL MAP #3720171100J, DATED MAY 6, 2006.
3. THERE ARE NO STEEP SLOPES ON THIS SITE.
4. STREAM LOCATIONS ON THIS SITE ARE LOCATED BY FIELD SURVEY BY SULLIVAN SURVEYING.
5.THERE ARE NO WETLANDS ON THIS SITE.
6. SEE NOTES ON SHEET C-2B INCLUDING INSET AREA OF SITE DEVELOPMENT LOCATION.
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.50' STREAM BUFFERHC RAMP TYPE R-1
MODIFIED FOR
TURN DOWN SIDEWALK
15' BUFF
E
R
15' BUFFER25' BUFFERBUILDING 2
35'X60'
2100 SF
BUILDING 1
35'X60'
2100 SF TURN DOWN SIDEWALKTURN DO
W
N

S
I
D
E
W
A
L
K
TURN DO
W
N

S
I
D
E
W
A
L
K7' SIDEWALK6' SIDEWALK
6' SW
7' SIDEW
A
L
K
TRASH
ENCL
12'X12'1
2
3
4
5
6
7
89101112131415
BUFFER
7' SIDEW
A
L
K
7' SIDEW
A
L
K
6' SIDEW
A
L
K
6' SIDEW
A
L
K6' SIDEWALK6' SIDEWALK20' PRIVATEUTIL.ESMT20' UTIL.ESMT
24.0'18.0'9.0'
8.0'
8.0'24.0'9.0'
24.0'
18.0'9.0'26.5'BOC
-
E
O
P
24
.0
'
HC RAMP
HC RAMP
BLOCK RETAINING WALLBLOCK RETAINING WALL
5'
4'NEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARYWIDEN WEST SIDE OF
EXISTING DRIVE BY 1'5' SIDEWALKHC RAMP (PRIVATE) WITH
TURN DOWN SIDEWALK
HC RAMP
HC RAMP
6' SIDEW
A
L
K
TURN DO
W
N

S
I
D
E
W
A
L
K
/
E
O
P
HC RAMP
(PRIVATE) AT
TURN DOWN
SIDEWALK
PAINTED CROSSWALK STRIPING
5' WIDE TURN
DOWN SIDEWALK
BLOCK R
E
T
A
I
N
I
N
G

W
A
L
L
REMOVE 1' OF EASTERN
SIDE OF EXISTING DRIVE
AT NEW SIDEWALK
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
C-2BSITE PLAN - DEVELOPMENT AREA1"=20'
S
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:UTILITY GENERAL NOTES:
1.ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS AND
SPECIFICATIONS (REF: CORPUD HANDBOOK)
2.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN AND/OR PROFILE BY THE CITY OF
RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING BUSINESSES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4.IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER ANDS EWER SERVICES NOT BEING USED IN
REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES
ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.
5.INSTALL COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT IMMEDIATELY ADJACENT.
6.INSTALL SEWER SERVICES AT 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW AND SPACED EVERY 75 LINEAR FEET MAXIMUM.
7.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL
SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.
8.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE AND/OR FEMA FOR ANY RIPARIAN
BUFFER, WETLAND AND/OR FLOODPLAIN IMPACTS PRIOR TO CONSTRUCTION.
9.GREASE INTERCEPTOR/OIL WATER SEPARATOR IS NOT PROVIDED FOR THIS PROJECT.
10.CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN
APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. CONTACT [e-mail] FOR
MORE INFORMATION.
11.SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
12.ALL NEW UTILITY LINES MUST BE UNDERGROUND.
13. LANDSCAPING PLACEMENT AROUND UTILITY APPURTENCES WILL BE COORDINATED IN THE FIELD SUCH THAT LANDSCAPING DOES NOT
HIDE OR HINDER ACCESS TO UTILITIES.
14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE CERTIFICATE
OF OCCUPANCY.
15. CONTRACTOR TO COORDINATE/PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
UTILITY NOTES - WARNING TAPE AND TRACER WIRES
1. ALL UNDERGROUND PIPING MUST BE PROVIDED WITH INSTALLED EARLY WARNING DETECTION TAPE A MINIMUM OF 8" ABOVE THE CROWN
OF THE PIPE (EXCLUDING GRAVITY SEWER OUTFALLS) AND LABELED "WATER" OR "WASTEWATER".
2. ALL UNDERGROUND PIPING SHALL BE ELECTRONICALLY LOCATABLE. A TRACER WIRE SHALL BE INSTALLED WITH ALL NON-METALLIC PIPING
(EXCLUDING GRAVITY SEWER AND GRAVITY STORM LINES).
UTILITY NOTES - WATERLINE:
1. ALL WATERMAINS (6" LINES) WILL BE DIP OR C-900 DR-18 MATERIALS .
2. WATER METERS ARE SUPPLIED BY THE CITY, SEE DETAILS.
3. ANY IRRIGATION SYSTEMS SHALL INCLUDE A SEPARATE WATER METER AND BACKFLOW PREVENTER PER CITY STANDARDS. IRRIGATION
SYSTEM DESIGN AND INSTALLATION SHALL BE DESIGN-BUILD BY THE CONTRACTOR AND COORDINATED WITH THE OWNER.
4. WATER SERVICE AND IRRIGATION LINES FROM TAP TO METER SHALL BE TYPE K SOFT COPPER.
5. ALL FIRE HYDRANTS SHALL USE NATIONAL STANDARD THREADS.
6. ANY EASEMENTS SHALL BE ACQUIRED BY THE DEVELOPER. THESE OFF-SITE EASEMENTS SHALL BE RECORDED BY MAP AND BY DEED OF
EASEMENT PRIOR TO CONSTRUCTION APPROVAL.
7. ON-SITE WATER WILL BE PRIVATE AND MUST FOLLOW DETAIL W-34.
UTILITY NOTES - SEWERLINE:
1. ANY SEWER MANHOLES LOCATED NEAR A FLOOD PLAIN ARE EXISTING AND HAVE THEIR TOP ELEVATION EXTENDING 2' ABOVE THE
100-YEAR FLOOD PLAIN ELEVATION.
2. ALL PUBLIC SEWER SHALL BE 8" PVC SDR-35 WHEN AT OR LESS THAN 12' DEPTH, OR 8" C-900 PVC DR-18 WHERE NOTED.
3. EACH SEWER SERVICE FOR PROJECT FACILITY WILL BE 6" WITH CLEANOUTS LOCATED AT 100' MAXIMUM SEPARATION, AND A MINIMUM
SLOPE OF 1.04% ON THE SEWER SERVICE LINES.
UTILITY NOTES - LIGHTING:
1. ALL NEW UTILITY LINES MUST BE UNDERGROUND.
2. ALL LIGHTING SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS.
3. ALL LIGHTING SHALL BE PROVIDED AS SHOWN ON THE DRAWING PLANS PREPARED BY DUKE ENERGY.
UTILITY SEPARATION REQUIREMENTS:
1.A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE
SUCH AS IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER.
2.WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF 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 EXISTING SEWER AND MUST
BE APPROVED BY THE PUBIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE
DIAMETER.
3.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED AND INSTALLED TO
WATERLINE SPECIFICATION.
4.5' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER AND STORM SEWER FACILITIES, UNLESS DIP
MATERIAL IS SPECIFIED FOR SANITARY SEWER.
5.MAINTAIN 18" MIN VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN CROSSINGS. MAINTAIN 24" MIN VERTICAL
SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE
ACHIEVED, SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" MINIMUM CLEARANCE (PER CORUPD DETAILS W-41 AND
S-49).
6.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MIN VERTICAL SEPARATION
REQUIRED.
7.WATERLINE TO BE PROVIDED WITH MINIMUM 3' COVER TO SUBGRADE.
8.STORMLINES MUST HAVE 2' OF COVER TO FINISHED SUBGRADE IN ROADWAYS AND 1' OF COVER TO FINISHED GRADE OUTSIDE
ROADWAYS.
9.SEWERLINES TO BE PROVIDED WITH MINIMUM 3' COVER TO SUBGRADE.
10.MANHOLE TOPS SHALL BE 1' ABOVE FINISHED GRADE WHEN OUTSIDE THE ROADWAY RIGHT OF WAY.
11.REFERENCE STORM DRAINAGE SUMMARY CHART ON GRADING & DRAINAGE PLAN AND INFORM ENGINEER OF ANY DISCREPANCIES.
12. REFERENCE GENERAL NOTES SHEET C-2.
PLAN AND PROFILE:50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
FFE: 331.4
JB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3
4" PVC
6" DIP
1"WL
1"WL
1"WL4" PVCPROP FH
MIN. 10'
FROM OHE
6" TS&V ON
EXIST. WL20' PRIVATEUTIL.ESMT20' UTIL.ESMT
1"SERVICE
TAP
CURB STOP, 1" WM/BFP & 1"GV
OUTSIDE PVMT WITHIN EX. ESMT
6" GV
1"X1"
TEE
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
NEW DOGHOUSE
MH ON EX. SS LINE
EX INV IN 320.12
EX INV OUT 320.07
NEW 6" INV 320.29
6"
6" PVC
6" PVCSCM
C-3A
1"=20'UTILITY PLANS
W
N
E
CITY OF RALEIGH DATE
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
1
0
'

D
AM
:

3
2
8
.
0
SW
A
L
E

-
>
FFE: 331.0
FFE: 331.4
JB-1
FES-2
JB-2
DI-1
DI-2
DI-3
4" PVC
6" DIP
1"WL
1"WL
1"WL4" PVCPROP FH
MIN. 10'
FROM OHE
6" TS&V ON
EXIST. WL20' PRIVATEUTIL.ESMT20' UTIL.ESMT
1"SERVICE
TAP
CURB STOP, 1" WM/BFP & 1"GV
OUTSIDE PVMT WITHIN EX. ESMT
6" GV
1"X1"
TEE
NEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARYPERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
NEW DOGHOUSE
MH ON EX. SS LINE
EX INV IN 320.12
EX INV OUT 320.07
NEW 6" INV 320.29
6"
6" PVC
6" PVCC-3B
1"=20'UTILITY PLAN - PROFILESS
W
N
E
CITY OF RALEIGH DATE
REFERENCE UTILITY NOTES ON SHEET C-3A
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
IMPERVIOUS AREA CALCULATIONS:
EXISTING IMPERVIOUS = 433 SF (SHARED DRIVEWAY ON PROPERTY)
NEW IMPERVIOUS AREAS WITHIN 2.26 AC PROJECT PROPERTY:
PROPOSED BUILDINGS = 4,200 SF
PROPOSED SIDEWALK/PADS/PAVEMENT = 13,640 SF
NEW IMPERVIOUS AREAS OUTSIDE PROJECT PROPERTY:
PROPOSED DRIVE = 0 SF
PROPOSED SIDEWALK = 385 SF
TOTAL PROPOSED IMPERVIOUS FOR PROJECT PROPERTY = 17,840 SF
ROOF DRAINAGE NOTES:
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
2. A MAINTENANCE PLAN MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO ACHIEVE
NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT.
3. AT THE CONCLUSION OF THE PROJECT, ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF
OCCUPANCY.
4. ALL ROOF DRAIN LEADRES/CONNECTION PIPES SHALL BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER OF 6" (FOR UP TO 4
DOWNSPOUT CONNECTIONS UPSTREAM), 8" (FOR UP TO 6 DOWNSPOUT CONNECTIONS UPSTREAM) OR 12" DIAMETER FOR MORE
THAN 6 CUMULATIVE DOWNSPOUT CONNECTIONS. CONTRACTOR TO USE 4" DIA SCHEDULE 40 PVC RISER SECTION AND 4" ROOF
DRAIN CONNECTOR FROM END OF DOWNSPOUT TO 6" DIA ROOF DRAIN PIPE. ALL ROOF DRAIN PIPES SHOULD BE GROUTED AT
CONNECTION WITH DROP OR CURB INLET STRUCTURE.
5. BUILDING FOUNDATION IS TO HAVE AN UNDERSLAB VAPOR BARRIER AS PER THE ARCHITECTURAL DETAILS. THIS BARRIER SHALL
BE COORDINATED WITH ALL UTILITIES AND ROOF DRAINAGE LINES TO PREVENT PUNCTURE AND MAINTAIN INTEGRITY.50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
FFE: 331.4
JB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
SCM
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.
C-4A
1"=20'STORM DRAINAGE/GRADING PLANS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
IMPERVIOUS AREA CALCULATIONS:
EXISTING IMPERVIOUS = 433 SF (SHARED DRIVEWAY ON PROPERTY)
NEW IMPERVIOUS AREAS WITHIN 2.26 AC PROJECT PROPERTY:
PROPOSED BUILDINGS = 4,200 SF
PROPOSED SIDEWALK/PADS/PAVEMENT = 13,640 SF
NEW IMPERVIOUS AREAS OUTSIDE PROJECT PROPERTY:
PROPOSED DRIVE = 0 SF
PROPOSED SIDEWALK = 385 SF
TOTAL PROPOSED IMPERVIOUS FOR PROJECT PROPERTY = 17,840 SF
ROOF DRAINAGE NOTES:
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
2. A MAINTENANCE PLAN MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO ACHIEVE
NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT.
3. AT THE CONCLUSION OF THE PROJECT, ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF
OCCUPANCY.
4. ALL ROOF DRAIN LEADRES/CONNECTION PIPES SHALL BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER OF 6" (FOR UP TO 4
DOWNSPOUT CONNECTIONS UPSTREAM), 8" (FOR UP TO 6 DOWNSPOUT CONNECTIONS UPSTREAM) OR 12" DIAMETER FOR MORE
THAN 6 CUMULATIVE DOWNSPOUT CONNECTIONS. CONTRACTOR TO USE 4" DIA SCHEDULE 40 PVC RISER SECTION AND 4" ROOF
DRAIN CONNECTOR FROM END OF DOWNSPOUT TO 6" DIA ROOF DRAIN PIPE. ALL ROOF DRAIN PIPES SHOULD BE GROUTED AT
CONNECTION WITH DROP OR CURB INLET STRUCTURE.
5. BUILDING FOUNDATION IS TO HAVE AN UNDERSLAB VAPOR BARRIER AS PER THE ARCHITECTURAL DETAILS. THIS BARRIER SHALL
BE COORDINATED WITH ALL UTILITIES AND ROOF DRAINAGE LINES TO PREVENT PUNCTURE AND MAINTAIN INTEGRITY.50' STREAM BUFFER15' BUFF
E
R
15' BUFFERFFE: 331.4
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
NEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.
C-4B
1"=20'STORM DRAINAGE/GRADING PLANS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
NPDES GROUND STABILIZATION LEGEND
SLOPES STEEPER THAN 3:1, DITCHES AND DAMS
OTHER SLOPES WITHIN THE LIMITS OF DISTURBANCE ARE 3:1 OR FLATTER50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFER1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
FES-1
OUT-1
TREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
TEMPORARY SEDIMENT BASIN
BOTTOM: 326.0
TOP: 328.0
1.5" SKIMMER w/1" ORIFICE
2.4 DAYS DEWATERING
TEMP TDD #1
TO TEMP BASIN
215 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
TEMP TDD #2
TO TEMP BASIN
185 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
C-5A
1"=20'EROSION CONTROL PLAN - INITIALS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
NPDES GROUND STABILIZATION LEGEND
SLOPES STEEPER THAN 3:1, DITCHES AND DAMS
OTHER SLOPES WITHIN THE LIMITS OF DISTURBANCE ARE 3:1 OR FLATTER50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
FFE: 331.4
JB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
TEMP TDD #1
TO TEMP BASIN
215 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
TEMP TDD #2
TO TEMP BASIN
185 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
SCM
C-5B
1"=20'EROSION CONTROL PLAN - FINALS
W
N
E
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
28
.0
SW
A
L
E

-
>
FFE: 331.0
JB-1
FES-1
OUT-1
FES-2
JB-2
15' BUFFER25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
MAINT.ES
M
T
SCM
DO NOT ADD ANY BIORETENTION MEDIA UNTIL THE SITE IS COMPLETELY STABILIZED.C-6
S
W
N
E
1"=20'STORMWATER MANAGEMENT
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES
1. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER, 2019, AND IS
IN NAD83 COORDINATE SYSTEM TIED TO NGVD88 VERTICAL DATUM.
2. WETLANDS AND NEUSE RIVER BUFFERS HAVE BEEN DELINEATED BY FIELD OBSERVATION.
3. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006, BUT
DEVELOPMENT IS OUTSIDE THIS AREA.
4. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE ISSUING AUTHORITY.
5. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF GARNER AND CITY OF RALEIGH UTILITY STANDARDS AND SPECIFICATIONS,
STATE AND LOCAL GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.
6. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING CONSTRUCTION.
7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE CONSTRUCTION BEGINS.
8. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.
9. ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER TOWN OF GARNER STANDARDS AND SHALL BE APPROVED
THROUGH THE INSPECTION DEPARTMENT.
10. REFERENCE GENERAL NOTES ON SHEET C-2.
SURVEY NOTES:
1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.
2. CONTOUR ELEVATIONS SHOWN WITHIN ROADWAY SURVEY AREA FOR THIS PHASE ARE FIELD
SURVEYED AND SHOWN AT 1' CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.
3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.
DEMOLITION NOTES:
1. REMOVE ANY EXISTING DRIVES AND STRUCTURES LOCATED WITHIN THIS PHASE OF DEVELOPMENT DURING DEMOLITION.
GRADING PLAN GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS, AND
EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND DESIGN MANUAL AND WAKE COUNTY S&EC PLAN REVIEW MANUAL.
2. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.
3. SURVEY INFORMATION PROVIDED BY SULLIVAN SURVEYING IN SEPTEMBER 2019, AND IS IN NAD 83 COORDINATE SYSTEM.
4. THERE IS A REFERENCED FLOODPLAIN WITHIN THIS PHASE, AS SHOWN ON FEMA FIRM #3720171100J, DATED MAY 2, 2006.
5. SEE SHEET D-2 FOR STORM DRAINAGE DESIGN INFORMATION.
6. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL TYPES AND CONDITIONS. IF REQUIRED,
ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA WILL BE SUBMITTED AND APPROVED BY WAKE COUNTY AND THE APPROPRIATE
DISTURBED AREA FEE PAID BY THE DEVELOPER.
7. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.
8. ALL HC SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C. BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY EASEMENTS PRIOR TO OBTAINING THE
CERTIFICATE OF OCCUPANCY.
10. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING. NEVER FILL MULCH ABOVE THE FFE
(FINISHED FLOOR ELEVATION)
11. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.
12. REFERENCE GENERAL NOTES ON SHEET C-2.
13. NOTE SPOT ELEVATIONS SHOWN ARE TO THE TOP OF FINISHED GRADE/LANDSCAPING. SUBGRADE IN PLANTING AREAS IS TO BE
LEFT DOWN BY 0.5' FROM GRADES SHOWN.
14. A TOWN BUILDING PERMIT IS REQUIRED WHEN A) ADJACENT TO A STRUCTURE, ANY RETAINING WALL LESS THAN 5' IN CUMULATIVE
VERTICAL RELIEF AND LOCATED CLOSER TO STRUCTURE THAN THE VERTICAL RELIEF, OR B) ANY RETAINING WALLS PROVIDING
CUMULATIVE VERTICAL RELIEF GREATER THAN 5' WITHIN A HORIZONTAL SEPARATION DISTANCE OF 50' OR LESS. WALLS REQUIRING
A BUILDING PERMIT SHALL BE DESIGNED UNDER THE RESPONSIBLE CHARGE OF A REGISTERED DESIGN PROFESSIONAL PER THE NC
BUILDING CODE, SECTION 1807.2.
15. ALL SLOPES TO BE VEGETATED WITH GRASS SHALL BE A MAXIMUM OF 3:1.
DRAINAGE/EROSION CONTROL NOTES:
1. A PRE-CONSTRUCTION MEETING WITH THE TOWN OF GARNER AND WAKE COUNTY ENVIRONMENTAL INSPECTOR WILL BE REQUIRED
BEFORE BEGINNING ANY CONSTRUCTION.
2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON THE CONSTRUCTION DRAWINGS.
3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE PROPERTY
OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT" ON A RECORDED PLAT.
4. SEE DRAINAGE DESIGN CHART ON SHEET D-2 OF FINAL CONSTRUCTION DRAWINGS FOR ALL ELEVATIONS, PIPES AND SLOPES.
5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET C-4 CONSTRUCTION DRAWINGS ALONG TDD LIMITS AS NEEDED.
6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN ALL LOCATIONS.
7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE HIDDEN AND TIED INTO THE NEAREST CATCH BASIN OR ROUTING PIPING AS
SHOWN. IN LIEU OF DIRECTION CONNECTIONS, ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.
9. ANY DISTURBED AREA IN ZONE 2 WILL BE RE-STABILIZED PER REQUIRED TIMEFRAMES.
STORMWATER CONTAINMENT MANAGEMENT NOTES:
1. REFERENCE CONSTRUCTION DRAWINGS FOR STORMWATER CONTAINMENT MANAGEMENT DEVICES DESIGN INFORMATION.
2. BIORETENTION BASIN SHALL BE GRASSED/SODDED IN ACCORDANCE WITH TOWN OF GARNER AND WAKE COUNTY STORMWATER
REQUIREMENTS BY THE DEVELOPER AND ARE NOT SPECIFICALLY SHOWN ON THESE PLANS.
3. ONCE STORMWATER DEVICES ARE CONSTRUCTED, CONTRACTOR TO PROVIDE ASBUILT SURVEY OF CONTOURS, STRUCTURES
AND SPILLWAYS TO THE ENGINEER FOR THE REQUIRED ENGINEER'S CERTIFICATION.
4. REFERENCE GENERAL NOTES SHEET C-2.
5. STORMWATER CONTAINMENT MANAGEMENT DEVICE IS ACCESSED FROM A 20' MAINTENANCE EASEMENT FROM THE PARKING LOT
AND SURROUNDING THE DEVICE. THIS EASEMENT CONNECTS TO THE EXISTING 50' ACCESS AND UTILITY EASEMENT IN THE
SHARED ACCESS DRIVEWAY TO THE EAST OF THE SITE.
6. MAINTENANCE PLAN AND MEMORANDUM OF AGREEMENT ARE REQUIRED TO BE RECORDED AT THE WAKE COUNTY REGISTER OF
DEEDS PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
ROOF DRAINAGE NOTES:
1. ALL ROOF DRAINS SHALL BE DIRECTED TO THE STORM DRAIN SYSTEM.
2. A MAINTENANCE PLAN MUST BE DEVELOPED FOR ALL STORMWATER CONTROL MEASURES (SCMS) INSTALLED TO ACHIEVE
NITROGEN LOADING AND/OR FLOW ATTENUATING REQUIREMENTS AS PART OF THIS PROJECT.
3. AT THE CONCLUSION OF THE PROJECT, ALL SCMS INSTALLED ON-SITE MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AND THE
TOWN OF GARNER ENGINEERING DEPARTMENT MUST RECEIVE ALL AS-BUILT DRAWINGS PRIOR TO RECEIVING THE CERTIFICATE OF
OCCUPANCY.
4. ALL ROOF DRAIN LEADRES/CONNECTION PIPES SHALL BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER OF 6" (FOR UP TO 4
DOWNSPOUT CONNECTIONS UPSTREAM), 8" (FOR UP TO 6 DOWNSPOUT CONNECTIONS UPSTREAM) OR 12" DIAMETER FOR MORE
THAN 6 CUMULATIVE DOWNSPOUT CONNECTIONS. CONTRACTOR TO USE 4" DIA SCHEDULE 40 PVC RISER SECTION AND 4" ROOF
DRAIN CONNECTOR FROM END OF DOWNSPOUT TO 6" DIA ROOF DRAIN PIPE. ALL ROOF DRAIN PIPES SHOULD BE GROUTED AT
CONNECTION WITH DROP OR CURB INLET STRUCTURE.
5. BUILDING FOUNDATION IS TO HAVE AN UNDERSLAB VAPOR BARRIER AS PER THE ARCHITECTURAL DETAILS. THIS BARRIER SHALL
BE COORDINATED WITH ALL UTILITIES AND ROOF DRAINAGE LINES TO PREVENT PUNCTURE AND MAINTAIN INTEGRITY.50' STREAM BUFFER15' BUFF
E
R
15' BUFFER25' BUFFERBUFFER
BIORETENTION CELL
TOP OF MEDIA: 326.0
1
0
'

D
AM
:

3
2
8
.
0
10
'
DAM
:

3
2
8
.0SWALE ->FFE: 331.0
FFE: 331.4
JB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3 20' PRIVATEUTIL.ESMT20' UTIL.ESMT
15' BUFFERNEW PROPERTY LINE25' FROM EX.PROPERTY BOUNDARY15' BUFFERTREE SAVE AREA
(CROSS HATCHED)
TREE SAVE AREA
(CROSS HATCHED)
PUB
LI
C
M
AI
N
T.
E
S
M
T
PERMANENT SWALE
TO BYPASS TEMP BASIN
220 LF GRASSED SWALE
NORTH AMERICAN GREEN
DS75 LINING OR EQUAL
50' CONSERVATION
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
SCM
C-7
1"=40'DRAINAGE AREASS
W
N
E
50' STREAM BUFFERJB-1
FES-1
OUT-1
FES-2
JB-2
DI-1
DI-2
DI-3
6" PVC
6" PVC6" PVC4" PVC
4" PVC
65' RADIUS FOR PARKING
SPACE TREE CANOPY
COVERAGE
TRASH
ENCL
12'X12'1"WL
1"WL
1"WLFH20' PRIVATEUTIL.ESMT20' UTIL.ESMT
1"X1"
TEE
PUB
LI
C
M
AI
N
T.
E
S
M
T
20' PUBL
I
C
MAINT.ES
M
T
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
50' CONSERVATION
BUFFER
HC RAMP TYPE R-1
MODIFIED FOR
TURN DOWN SIDEWALK
DI-3
6" PVC
24
.0
'
WIDEN WEST SIDE OF
EXISTING DRIVE BY 1'5' SIDEWALKHC RAMP (PRIVATE) WITH
TURN DOWN SIDEWALK
6' SIDEW
A
L
K
TURN DO
W
N

S
I
D
E
W
A
L
K
/
E
O
P
HC RAMP
(PRIVATE) AT
TURN DOWN
SIDEWALK
PAINTED CROSSWALK STRIPING
5' WIDE TURN
DOWN SIDEWALK
BLOCK RE
T
A
I
N
I
N
G

W
A
L
L
REMOVE 1' OF EASTERN
SIDE OF EXISTING DRIVE
AT NEW SIDEWALK
HC RAMP
FH20' PRIVATEUTIL.ESMT20' UTIL.ESMT
20' PUBLIC ACCESS
ESMT FOR SCM CONTINUES
THROUGH EXISTING 50' ACCESS
AND UTILITY EASEMENT TO
VILLAGE COURT
L-1
LEGEND
TREE COVERAGE
AREA
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contacting the Public Utilities Department at [phone] at
least twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines , and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection , Install a Downstream Plug , have
Permitted Plans on the Jobsite , or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh .
S
W
N
E
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #TMTLA ASSOCIATES5011 SOUTHPARK DRIVE, STE. 200 - DURHAM, NC 27713p: [phone] e: [e-mail]11/4/2019
PMP GARNER, NCVILLAGE COURTVILLAGE COURT LOT 5LANDSCAPE PLAN1" = 30'
REMAINING PLANTING CALCULATIONS,
PLANT LIST, AND DETAILS ON L-2
MATCHLINE
MATCHLINE
RIPARIAN BUFFER
65' RADIUS FOR PARKING
SPACE TREE CANOPY
COVERAGE
TRASH
ENCL
12'X12'
50' CONSERVATION
BUFFER
L-2
TREE PLANTING DETAILS
GENERAL PLANTING NOTES
SHRUB PLANTING DETAIL
GENERAL PLANTING NOTES
SCALE:
DRAWN BY:
DATE:
OF
SHEET
REVISIONS:
PROJECT #TMTLA ASSOCIATES5011 SOUTHPARK DRIVE, STE. 200 - DURHAM, NC 27713p: [phone] e: [e-mail]11/4/2019
PMP GARNER, NCVILLAGE COURTVILLAGE COURT LOT 5LANDSCAPE PLANAS NOTED
?????
YARD EXHIBIT (NTS)
LEGEND
STREETYARD
SIDEYARD &
REARYARD
50'STREAMBUFFER15'BUFFERNEWPROPERTYLI
NE25'FROMEX.PROPERTYBOUNDARYCustomer approval__________________________________ Date_____________
PROPRIETARY & CONFIDENTIALLIGHTING DESIGN TOLERANCE
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
COUNTY EROSION CONTROL APPROVAL.
3. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO DEVELOPMENT.D-1
N.T.S.DETAILSDO NOT ENTER
TREE PROTECTION AREA
TREE PROTECTION AREA
DO NOT ENTER
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE
35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
STANDARD BAFFLES DETAIL
CROSS SECTIONPLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
STEEL POST
STANDARD CHECK DAM STANDARD CONSTRUCTION ENTRANCESTANDARD TEMPORARY DIVERSION DITCH
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
PLAN VIEW
SECTION 'A-A'
STANDARD TEMPORARY SILT FENCE STANDARD TEMPORARY SLOPE DRAIN
STANDARD SKIMMER ATTACHED TO PERMANENT RISER
STANDARD SKIMMER DETAIL
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
COUNTY EROSION CONTROL APPROVAL.
3. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO DEVELOPMENT.D-2
N.T.S.DETAILSConstruction Sequence
1.Wake County Erosion Control Approval is not required for this site as the disturbance is less than 1 acre.
2.Install tree protection fencing as required for protection adjacent to creek/stream disturbance areas.
Schedule Town of Garner inspection for tree protection fencing as depicted in the attached approved plans.
To schedule your tree protection fencing inspection, please contact a member of the Town's Planning
Department Development Review Section: Lauren Long (919-773-4447), Alison Jones (919-773-4429), or
Stacy Harper (919-773-4444)
3.Schedule a preconstruction conference with the Wake County Watershed Manager (919-418-3791) if
required and/or Town of Garner. Obtain a land-disturbing permit as required.
4.Install gravel construction entrance, temporary diversions, silt fence, sediment basins or other measures as
shown on the approved plan. Clear only as necessary to install these devices. Seed temporary diversions,
berms and basins immediately after construction.
5.Clearing and grubbing can begin..
6.Rough grade site and maintain erosion control devices.
7.Install the storm drainage and protect inlets with block and gravel inlet controls, sediment traps, or other
approved measures as shown on the plan. Begin construction, building, etc.
8.Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and
mulch denuded areas per Ground Stabilization Timeframes.
9.When construction is complete and all areas are stabilized completely, then the contractor may remove
temporary diversions, tree protection and silt fence and seed out or stabilize any resulting bare areas.
Convert temporary sediment basin located within permanent SCM locations into SCM as shown on plans
and indicated in the details.
10.Contractor should contact the Town of Garner regarding SCM construction and finalization procedures.
11.Seed out or stabilize any resulting bare areas. Ensure any plantings/seed/sod are complete for SCM per
these plans.
12.When vegetation has become established, call for a final site inspections by the Town of Garner as
rquired.
13.Provide asbuilt documentation of the SCM to the Engineer of Record - including (but not liminted to), basin
topography, top of dam width/elevation, shelf width/elevation, storm inverts in/out, riser elevations/location,
rip rap location/size, emergency spillway, etc.
14. Submit any required Engineer's Certification to the Town.
TREE PLANTING DETAILS
GENERAL PLANTING NOTES
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
COUNTY EROSION CONTROL APPROVAL.
3. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO DEVELOPMENT.D-3
N.T.S.DETAILSCURB RAMPS, GENERAL NOTES (GARNER STANDARD 5.07)
1.STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA)
AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
2.CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE
ADJUSTED IN COORDINATION WITH EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC AFFECTING PLACEMENT.
3.DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS WHERE SIDEWALK IS
REQUIRED.
4.THE WALKING SURFACE SHALL BE SLIP RESISTANT, THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE
YELLOW, GRAY, CHARCOAL OR BLACK FOR CONTRAST.
5.NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
6.IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48". ALL RAMPS SHALL BE INSTALLED THE
SAME WIDTH AS THE SIDEWALK.
7.USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NONSKID SURFACE.
8.A 1
2" EXPANSION JOINT INSTALLED FULL DEPTH WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.
9.CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
COUNTY EROSION CONTROL APPROVAL.
3. SEE COVER SHEET AND SITE PLAN FOR ADDITIONAL NOTES APPLYING TO DEVELOPMENT.D-4
N.T.S.DETAILS8'8'8'8'5'8'
KK CJ(*)J(*)
E
H
G
F
ED
B
A
9"
3/8" (TYPICAL)
1-1/2"
3/8" (TYPICAL)
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
D-5
N.T.S.DETAILS
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
D-6
N.T.S.DETAILS
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
D-7
N.T.S.DETAILS
SCALE:
DRAWN BY:
1-3-2020
DATE:
SHEET
A.R.F.
REVISIONS:
PROJECT #
AVERSBORO
Phone No. [phone]
2805 Tobermory Lane
F&B
CONSULTING
Raleigh, NC 27606
License No. C-2149
VILLAGE COURT - LOT 5Garner, North CarolinaSP-19-22COPYRIGHT 2020, B&F CONSULTING, INC.GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS, CITY OF RALEIGH UTILITY STANDARD SPECIFICATIONS AND
CONSTRUCTION DETAILS, AND EROSION CONTROL SHALL CONFORM TO NCESC PLANNING AND
DESIGN MANUAL AND WAKE CO S&EC PLAN REVIEW MANUAL.
2. NO CONSTRUCTION SHALL BE COMMENCED PRIOR TO TOWN OF GARNER AND WAKE
D-8
N.T.S.DETAILSNOTES:
1. CONCRETE SHALL BE 3,000 PSI
2. PIPE FOR PRIVATE SERVICE STREAM CROSSINGS MAY BE PVC IF PERMITTED BY PERMITTING AUTHORITY.
3. CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT LEAST 3 FEET UNDER CENTERLINE OF CREEK BOTTOM
STANDARD CONCRETE ENCASEMENT FOR STREAM CROSSING (N.T.S.)S-60
-- - - - _--RED BRICK RICK
FIBERGLASS SHUTTER
DARK GRAY
-VTAC THRU THE WALL
HVAC UNIT -WHITE
FRONT ELEVATION