Gordon Road Fire Station_v1 (1)SITE DATA TABLE
PID:R04300-008-346-000
TOTAL SITE AREA:2.77 AC
DISTURBED AREA 5.85 AC
ZONING:R-15 RESIDENTIAL DISTRICT
WATERSHED:SMITH CREEK
RIVER BASIN CAPE FEAR
PROPOSED IMPERVIOUS ONSITE: 1.22 AC
DRIVEWAY TO SITE: 0.58 AC
MAXIMUM BUILDING HEIGHT:40'
PROPOSED BUILDING HEIGHT 39' 11"
MINIMUM BUILDING SETBACK
FRONT: 25'
SIDE (STREET): 15'
SIDE (INTERIOR): 10'
REAR: 20'
PROVIDED BUILDING SETBACK
FRONT: 25'
SIDE: 20'
REAR: 20'
MINIMUM LANDSCAPE
BUFFERS 10'
TOTAL BUILDING FOOTPRINT
AREA 14,461 SQFT
PARKING REQUIREMENTS
TOTAL REQUIRED PARKING 2.5 SPACES / 1,000 SF
(2.5 SPACES * 14,461 SF) / 1,000 SF = 37 SPACES
TOTAL PARKING SPACES
PROVIDED 37 PARKING SPACES
REQUIRED ADA PARKING 2 SPACES
ADA SPACES PROVIDED 2 SPACES
SITE
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Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
NEW HANOVER COUNTY
GORDON ROAD FIRE STATION
GORDON ROAD, WILMINGTON, NORTH CAROLINA 28411
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE NEW HANOVER COUNTY DESIGN
AND CONSTRUCTION STANDARDS.
2.THE MONUMENT CONTROL POINTS FOR THIS PROJECT ARE: RBC #200
COORDINATES N= 191,740.43' E= 2,346,211.57' ELEV.= 42.14' (NAVD '88 DATUM),
RBC #201 COORDINATES N=192,059.79' E= 2,346,134.24 ELEV.= 43.75' (NAVD '88
DATUM).
3.IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE
PROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OF
THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
4.ALL NEW UTILITY LINES (POWER, CABLE, ETC.) MUST BE UNDERGROUND
OWNER
KEVIN CAISON
FACILITIES PROJECT MANAGER
NEW HANOVER COUNTY - FACILITIES
MANAGEMENT
910-798-4338
KCAISON@NHCGOV.COM
ARCHITECT
GREGORY SCOTT
PROJECT MANAGER
STEWART-COOPER-NEWELL ARCHITECTS, P.A.
719 EAST SECOND AVENUE
GASTONIA, NC 28054
704-865-6311
SITE ENGINEER/ LANDSCAPE ARCHITECT
TIMMONS GROUP
CONTACT: WILL ALTMAN, PE
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: 919-866-4938
WILLIAM.ALTMAN@TIMMONS.COM
A.NEW HANOVER COUNTY:
PLANNING AND LAND USE
CONTACT: ZACHARY DICKERSON
PHONE: (910) 798-7450
EMAIL: ZDICKERSON@NHCGOV.COM
B.BURIED CABLE LOCATION
NC 811
C.DUKE ENERGY
(866) 582-6345
D.CAPE FEAR PUBLIC UTILITY AUTHORITY
CONTACT: JEFF THEBERGE, PE
ENGINEERING MANAGER
235 GOVERNMENT CENTER DR.
WILMINGTON, NC 28403
PHONE: 910-332-6673
EMAIL: JEFF.THEBERGE@CFPUA.ORG
UTILITY / MUNICIPALITY CONTACTS:
CONSULTANT CONTACTS:
C0.0
CO
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VICINITY MAP
1" = 500'
NA
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100% CONSTRUCTION DOCUMENTS
Sheet List Table
Sheet Number Sheet Title
C0.0 COVERSHEET
C0.1 KEY PLAN
C1.0 EXISTING CONDITIONS
C1.1 EXISTING CONDITIONS
C2.0 EC PHASE 1
C2.1 EC PHASE 1
C2.2 EC PHASE 2
C2.3 EC PHASE 2
C2.4 EC PHASE 3
C2.5 EC PHASE 3
C3.0 SITE PLAN
C3.1 UTILITY PLAN
C3.2 UTILITY PLAN
C3.3 UTILITY PLAN
C3.4 UTILITY PROFILES
C3.5 UTILITY PROFILES
C3.6 UTILITY PROFILES
C3.7 UTILITY PROFILES
C3.8 PS SITE PLAN
C3.9 PS DETAILS
C3.10 PS DETAILS
C4.0 GRADING PLAN
C4.1 STRM PROFILES
C4.2 SCM DETAILS
C4.3 SW COMPLIANCE PLAN
C5.0 NOTES AND DETAILS
C5.1 NOTES AND DETAILS
C5.2 NOTES AND DETAILS
C5.3 NOTES AND DETAILS
C5.4 NOTES AND DETAILS
C5.5 NOTES AND DETAILS
C5.6 NOTES AND DETAILS
C5.7 NOTES AND DETAILS
C5.8 NOTES AND DETAILS
C5.9 NOTES AND DETAILS
C5.10 NOTES AND DETAILS
L1.0 PLANTING PLAN
--LIGHTING PLAN
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16'' W
16''
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8''
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8''
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8''
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HATCHING LEGEND
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
SITE DATA TABLE
PID:R04300-008-002-000
TOTAL SITE AREA:2.77 AC
DISTURBED AREA 5.85 AC
ZONING:R-15 RESIDENTIAL DISTRICT
WATERSHED:SMITH CREEK
RIVER BASIN CAPE FEAR
PROPOSED IMPERVIOUS ONSITE: 1.22 AC
DRIVEWAY TO SITE: 0.58 AC
MAXIMUM BUILDING HEIGHT:40'
PROPOSED BUILDING HEIGHT 39' 11"
MINIMUM BUILDING SETBACK
FRONT: 25'
SIDE (STREET): 15'
SIDE (INTERIOR): 10'
REAR: 20'
PROVIDED BUILDING SETBACK
FRONT: 25'
SIDE: 20'
REAR: 20'
MINIMUM LANDSCAPE
BUFFERS 10'
TOTAL BUILDING FOOTPRINT
AREA 14,461 SQFT
PARKING REQUIREMENTS
TOTAL REQUIRED PARKING 2.5 SPACES / 1,000 SF
(2.5 SPACES * 14,461 SF) / 1,000 SF = 37 SPACES
TOTAL PARKING SPACES
PROVIDED 37 PARKING SPACES
REQUIRED ADA PARKING 2 SPACES
ADA SPACES PROVIDED 2 SPACES
NA
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0 300'
SCALE 1"=150'
150'
SITE LAYOUT NOTES
1.ALL CONSTRUCTION WILL BE TO NEW HANOVER COUNTY OR
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
2.ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM NEW
HANOVER COUNTY OR NCDOT STANDARDS.
3.ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN
AREAS, SIGNAGE AND LANDSCAPING WILL MEET CITY
ARCHITECTURAL AND SITE DESIGN REQUIREMENTS, AS WELL
AS THE DESIGN GUIDELINES THAT ACCOMPANY THE MASTER
PLAN. WHERE THESE ARE NOT MET, WAIVERS WILL BE
SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4.WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB
SIDEWALK SHALL BE A MINIMUM OF 5' WIDE.
5.DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL
PUBLIC STREET INTERSECTIONS WHERE SIDEWALK IS
REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE
DEPRESSED AT ALL RAMP LOCATIONS.
6.ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL
WIDTH OF RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50'
OF ALL STREET INTERSECTIONS.
7.NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECTS BETWEEN THE HEIGHTS OF TWO FEET AND EIGHT
FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF
PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN
SIGHT DISTANCE TRIANGLE.
8.LOCATION OF STREET TREES & STREET LIGHTING MUST BE
FIELD COORDINATED TO ELIMINATE CONFLICT
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C0.1
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MATCHLINE - SEE SHEETS C1.0, 2.0, 2.2, 2.4, 3.0, 3.1, 4.0
MATCHLINE - SEE SHEETS C1.0, 2.0, 2.2, 2.4, 3.2
MATCHLINE - SEE SHEETS C1.1, 2.1, 2.3, 2.5, 3.3
MATCHLINE - SEE SHEETS C1.1, 2.1, 2.3, 2.5, 3.3
39.
6
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N28°29'15"E 278.51'
S28°29'15"W 280.20'
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N1
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5
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W
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S79°04'09"W 368.08'
S1
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E
3
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0
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0
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N85°32'00"E 197.9
0
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N78°17'44"E
16.97'
S78°17'44"W
17.78'S71°04'22"W
61.66'S78°17'44"W 134.35'
NF
VENTERS & VENTERS PROPERTIES, LLC
DB 6272 PG 2706
PIN# 3149-19-51-8482
120,749 SQ. FT.
2.77 ACRES
346.06LL PINE 12"
3608746.94LL PINE 12"
3611745.50LL PINE 16"
3612046.45LL PINE 12"
3612147.32LL PINE 17"
3612246.93LL PINE 14"
3612341.43WATER OAK 15"
3612440.62LL PINE 15"
3607241.60PINE 12"
3607343.00PINE 18"
3612643.78LL PINE 15"
3612743.84LL PINE 13"
3612843.83LL PINE 12"
3612943.54LL PINE 15"
3613043.19LL PINE 16"
3613143.08LL PINE 14"
3613243.09LL PINE 14"
3613343.46LL PINE 17"
3613442.39LL PINE 16"
3613542.30LL PINE 13"
3613642.89LL PINE 16"
3613743.29LL PINE 14"
3613843.86LL PINE 15"
3613944.54LL PINE 12"
3614043.74LL PINE 12"
3614144.65LL PINE 16"
3614246.39LL PINE 16"
3614345.32WATER OAK 13"
3614446.95LL PINE 18"
3614546.84LL PINE 12"
3614645.69LL PINE 15"
3614745.67LL PINE 13"
3614843.80LL PINE 13"
3614943.24LL PINE 15"
3615042.98LL PINE 14"
3615143.20LL PINE 15"
3615243.70LL PINE 16"
3615344.73LL PINE 12"
3615443.86LL PINE 17"
3615544.39LL PINE 19"
3615645.41WATER OAK 12"
3615743.25LB PINE 22"
3615848.24LL PINE 12"
FUTURE ROW,
ESTABLISHED
BY OTHERS
LO
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LO
D
LO
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LO
D
LOD
LOD
LOD
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W
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LOD
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Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
X
NEW PROPERTY LINE
OLD LOT LINE
LINE NOT SURVEYED
FENCE
OVERHEAD POWER LINE
PAINTED GAS LINE
PAINTED POWER LINE
PAINTED TELEPHONE LINE
PAINTED WATER LINE
PAINTED CABLE TV LINE
UTILITY LINE
EASEMENT LINE
RIGHT OF WAY LINE
EDGE OF PAVEMENT
GRAVEL ROAD
IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
IRS- IRON ROD SET
SANITARY MANHOLE
TELEPHONE PEDESTAL
ELECTRIC PEDESTAL
SIGN
ELECTRIC METER
POWER POLE
LIGHT POLE
GAS TEST LOCATION
BOLLARD
MAILBOX
YARD LIGHT
GUY
LEGEND
OHP
W
UGT
UGP
G
UCATV
S
UTL
DEMOLITION NOTES:
1.NOTIFY OWNER AND ARCHITECT IMMEDIATELY OF UTILITY
SERVICE INTERRUPTIONS TO NEIGHBORING PROPERTIES.
2.UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE
EXISTING CONDITIONS PLANS SHALL BE REMOVED OR
RELOCATED PER THE OWNER, ARCHITECT AND UTILITY
PROVIDERS DIRECTION.
3.EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED
TO BE DEMOLISHED SHALL ONLY PROCEED AFTER ALL TREE
PROTECTION FENCE AND PERIMETER EROSION AND SEDIMENT
CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED
PER THE EROSION CONTROL PLAN. INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY
TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE SITE.
4.ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A LEGAL MANOR.
5.ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE AND
COUNTY STANDARDS.
6.OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION
DEBRIS ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
7.ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND
OPERATIONAL DURING ALL PHASES OF CONSTRUCTION
8.CONTRACTOR RESPONSIBLE FOR ALL DEMOLITION REQUIRED
WITHIN THE LIMITS OF WORK SHOWN.
C1.0
EX
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SURVEY NOTES:
1.ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET
UNLESS OTHERWISE SHOWN.
2.BEARINGS BASED ON NC GRID NAD 83/2011
3.REFERENCES: AS SHOWN ON MAP
4.THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
5.UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
ABOVEGROUND SERVICES WERE VISIBLE
6.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY, NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
7.THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON SUBJECT
PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
8.SUBJECT TO TALL EASEMENTS, RIGHT OF WAYS, AND OR
ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY
NAD 8
3
0
SCALE 1"=30'
60'30'
NA
D
8
3
DEMOLITION LEGEND
REMOVE
LOD LIMITS OF WORK
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W W W W W W W W W W W W W W W W W W W
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
A
N
S
A
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S
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W
W W W W W W W W W W W W W W W W W
S
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
X
NEW PROPERTY LINE
OLD LOT LINE
LINE NOT SURVEYED
FENCE
OVERHEAD POWER LINE
PAINTED GAS LINE
PAINTED POWER LINE
PAINTED TELEPHONE LINE
PAINTED WATER LINE
PAINTED CABLE TV LINE
UTILITY LINE
EASEMENT LINE
RIGHT OF WAY LINE
EDGE OF PAVEMENT
GRAVEL ROAD
IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
IRS- IRON ROD SET
SANITARY MANHOLE
TELEPHONE PEDESTAL
ELECTRIC PEDESTAL
SIGN
ELECTRIC METER
POWER POLE
LIGHT POLE
GAS TEST LOCATION
BOLLARD
MAILBOX
YARD LIGHT
GUY
LEGEND
OHP
W
UGT
UGP
G
UCATV
S
UTL
DEMOLITION NOTES:
1.NOTIFY OWNER AND ARCHITECT IMMEDIATELY OF UTILITY
SERVICE INTERRUPTIONS TO NEIGHBORING PROPERTIES.
2.UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE
EXISTING CONDITIONS PLANS SHALL BE REMOVED OR
RELOCATED PER THE OWNER, ARCHITECT AND UTILITY
PROVIDERS DIRECTION.
3.EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED
TO BE DEMOLISHED SHALL ONLY PROCEED AFTER ALL TREE
PROTECTION FENCE AND PERIMETER EROSION AND SEDIMENT
CONTROL MEASURES HAVE BEEN INSTALLED AND INSPECTED
PER THE EROSION CONTROL PLAN. INSTALL ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY
TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE SITE.
4.ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF IN A LEGAL MANOR.
5.ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE AND
COUNTY STANDARDS.
6.OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION
DEBRIS ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
7.ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND
OPERATIONAL DURING ALL PHASES OF CONSTRUCTION
8.CONTRACTOR RESPONSIBLE FOR ALL DEMOLITION REQUIRED
WITHIN THE LIMITS OF WORK SHOWN.C1.1
EX
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SURVEY NOTES:
1.ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET
UNLESS OTHERWISE SHOWN.
2.BEARINGS BASED ON NC GRID NAD 83/2011
3.REFERENCES: AS SHOWN ON MAP
4.THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE
SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE
SEARCH MAY DISCLOSE.
5.UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
ABOVEGROUND SERVICES WERE VISIBLE
6.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT
EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY, NO
STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT.
7.THE EXISTENCE OR NONEXISTENCE OF WETLANDS ON SUBJECT
PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY.
8.SUBJECT TO TALL EASEMENTS, RIGHT OF WAYS, AND OR
ENCUMBRANCES THAT MAY EFFECT THIS PROPERTY
0
SCALE 1"=30'
60'30'
DEMOLITION LEGEND
REMOVE
LOD LIMITS OF WORK
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'
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W
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W
8'
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GO
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60
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P
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B
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W
LOD
LO
D
LOD
LOD LOD LOD LOD
LO
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LO
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LOD
LOD
LOD
LOD
DC
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CONSTRUCTION ENTRANCE (TYP.)
O
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TP
TP TP TP
TP
TP
TPTPTPTP
TP
TP
TP
LOD
LO
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LOD
LOD LOD LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
TEMPORARY DIVERSION DITCH F
TEMPORARY DIVERSION DITCH E
DIVERSION "A" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
WATTLE CHECK
WATTLE CHECK
ROCK PIPE INLET
PROTECTION
DRAINAGE AREA TO TEMPORARY
DIVERSION "B" = 0.24 AC
DRAINAGE AREA TO TEMPORARY
DIVERSION "F" = 0.41 AC
DIVERSION "A" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
DUST CONTROL
FUTURE ROW,
ESTABLISHED
BY OTHERS
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
DIVERSION "D" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
SKIMMER BASIN A
LAYDOWN AREA/ STOCKPILE/
CONSTRUCTION PARKING
SILT FENCE OUTLET (TYP.)
SILT FENCE
SILT FENCE
TREE PROTECTION FENCE
TREE PROTECTION FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH A
TEMPORARY DIVERSION DITCH B
OUTLET SKIMMER TO
DIVERSION DITCH
DRAINAGE AREA TO TEMPORARY DIVERSION "A" = 0.38AC
DRAINAGE AREA TO TEMPORARY
DIVERSION "B" = 0.50 AC
DIVERSION "B" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
TP
TP
TP
TPTPTP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP TP TP
TP
TP
TP
TP
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
RR - SKIMMER
SILT FENCE3 BAFFLES (TYP.)
15" TEMPORARY
HDPE PIPE
15" TEMPORARY
HDPE PIPE
TEMPORARY
DIVERSION
DITCH D
TEMPORARY
DIVERSION
DITCH C
WATTLE
CHECK
WATTLE
CHECK
ROC
K
P
I
P
E
I
N
L
E
T
PRO
T
E
C
T
I
O
N
DIVERSION "C" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
DRAINAGE AREA TO TEMPORARY
DIVERSION "D" = 0.50 AC
DRAINAGE AREA TO TEMPORARY
DIVERSION "C" = 0.44 AC
DIVERSION "A" LINED @
0.5% MIN SLOPE AND
CHECK DAMS WITH WEIRS
W
W
W
W
W
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LIMITS OF DISTURBANCE
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT
THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES
PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO
EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED
UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND
FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN
OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING
UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND
VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE
END OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE
ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE
STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL
SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR
WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS
PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES
AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR
DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.
ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF
INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”
INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A
COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT
ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER,
EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.A LAND DISTURBANCE PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO
ANY DISTURBANCE ON SITE. INVITE THE LOCAL NCDENR INSPECTOR,
OWNER, OWNERS ENGINEER, ARCHITECT, AND GRADING CONTRACTOR.
SCHEDULE THE MEETING AT LEAST 48 HOURS PRIOR TO THE
PRE-CONSTRUCTION MEETING AND LAND DISTURBANCE. NOTIFY LOCAL
NCDENR REGIONAL OFFICE PRIOR TO ANY LAND DISTURBANCE.
2.INSTALL CONSTRUCTION ENTRANCE, BEGIN TREE CLEARING, AND PREPARE
SITE FOR SOIL SURCHARGING AS INDICATED ON PLAN.
3.INSTALL TEMPORARY DIVERSION DITCHES "A", AND "B", AND THE SEDIMENT
TRAP, CLEARING ONLY NECESSARY AREAS. CONSTRUCT THE SEDIMENT
TRAP BY EXCAVATING THE AREA TO THE GRADES SHOWN AND
CONSTRUCTING THE EMBANKMENT TO THE REQUIRED DENSITY. INSTALL
THE SKIMMER DEVICE. STABILIZE ALL DISTURBED SOILS UPON COMPLETION
OF THE SEDIMENT TRAP.
4.ENSURE PHASE 1 MEASURES HAVE BEEN COMPLETED, INSPECTED, AND
APPROVED. ADJUST AS NEEDED DURING OBSERVATION PERIOD FOR THE
SOIL SURCHARGING.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
EROSION CONTROL PHASE I
LIMITS OF DISTURBANCE: 5.85 AC
C2.0
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SCALE 1"=30'
60'30'
NA
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SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
NA
D
8
3
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE WASHOUT AREA
COMPOST SOCK
INLET PROTECTION
ROCK PIPE INLET
PROTECTION
W W W W W W W W W W W W W W W W W W W
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
A
N
S
A
N
S
A
N
W
W W W W W W W W W W W W W W W W W
S
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB
SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR
TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A
SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS
TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING
ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END
OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO
STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED,
THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN
THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION
OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA
MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE
AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED
SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON
SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”
REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL
DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR
TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER
OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE,
THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.A LAND DISTURBANCE PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY
DISTURBANCE ON SITE. INVITE THE LOCAL NCDENR INSPECTOR, OWNER, OWNERS
ENGINEER, ARCHITECT, AND GRADING CONTRACTOR. SCHEDULE THE MEETING AT
LEAST 48 HOURS PRIOR TO THE PRE-CONSTRUCTION MEETING AND LAND
DISTURBANCE. NOTIFY LOCAL NCDENR REGIONAL OFFICE PRIOR TO ANY LAND
DISTURBANCE.
2.INSTALL CONSTRUCTION ENTRANCE, BEGIN TREE CLEARING, AND PREPARE SITE
FOR SOIL SURCHARGING AS INDICATED ON PLAN.
3.INSTALL TEMPORARY DIVERSION DITCHES "A", AND "B", AND THE SEDIMENT TRAP,
CLEARING ONLY NECESSARY AREAS. CONSTRUCT THE SEDIMENT TRAP BY
EXCAVATING THE AREA TO THE GRADES SHOWN AND CONSTRUCTING THE
EMBANKMENT TO THE REQUIRED DENSITY. INSTALL THE SKIMMER DEVICE.
STABILIZE ALL DISTURBED SOILS UPON COMPLETION OF THE SEDIMENT TRAP.
4.ENSURE PHASE 1 MEASURES HAVE BEEN COMPLETED, INSPECTED, AND
APPROVED. ADJUST AS NEEDED DURING OBSERVATION PERIOD FOR THE SOIL
SURCHARGING.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
EROSION CONTROL PHASE I
LIMITS OF DISTURBANCE: 5.85 AC
0
SCALE 1"=30'
60'30'
C2.1
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WATTLE CHECK
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE
WASHOUT AREA
COMPOST SOCK INLET
PROTECTION
ROCK PIPE INLET
PROTECTION
16
'
'
W
16
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LO
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LOD
LOD LOD LOD LOD
LO
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LO
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LOD
LOD
LOD
LOD
40
43
W
W
W
W
W W W W W W
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TP
TP TP TP
TP
TP
TPTPTPTP
TP
TP
TP
LOD
LO
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LOD
LOD LOD LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
WATTLE CHECK
WATTLE CHECK
ROCK PIPE INLET
PROTECTION
LO
D
LO
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LO
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LO
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LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
48
47
49
46
45
44
44 45 46
4748
48 48
47
44
45
44
43
43
44
45
46
47
48
4848
40
41
43
46
4443 4244
48
45 48
46
49
49
49
48
49
49
48
48
49
48
47
46
46
45
44
43 41
4
0
4
3
45
46
4
7
4
6
47
4443
W
W
W
W
W
W
W
W
W
W
W
W
W
SA
N
GRAVEL AND HARDWIRE
CLOTH DROP INLET
PROTECTION (TYP.)
GRAVEL AND HARDWIRE
CLOTH DROP INLET
PROTECTION (TYP.)
BUILDING PAD
SKIMMER BASIN A
LAYDOWN AREA/ STOCKPILE/
CONSTRUCTION PARKING
TP
TP
TP
TPTPTPTPTP
TP
TP
TP
TP
TP
TP
TP
TP TP TP
TP
TP
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
WATTLE
CHECK
WATTLE
CHECK
W
W
W
W
W
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
FM
FM
FM
FM
FM
FM
FM
FM
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
ww
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C2.2
EC
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NA
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THIS SHEET
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MATCHLINE
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT
THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES
PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO
EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED
UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND
FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN
OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING
UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND
VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE
END OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE
ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE
STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL
SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR
WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS
PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES
AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR
DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.
ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF
INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”
INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A
COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT
ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER,
EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
EROSION CONTROL PHASE II
LIMITS OF DISTURBANCE: 5.85 AC
0
SCALE 1"=30'
60'30'
NA
D
8
3
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY
CONSTRUCTED AND ASSOCIATED WITH PHASE l EROSION CONTROL.
2.MAINTAIN EXISTING SKIMMER BASIN PER PLANS. CONTINUE BRINGING SITE
TO ROUGH GRADE.
3.GRADING SHALL BE PERFORMED UNDER THE DIRECTION OF THE OWNERS
GEOTECHNICAL ENGINEER. BRING SITE UP TO GRADE AND CONTINUE
GRADING OF BUILDING PAD.
4.BEGIN UTILITY AND REMAINING STORM DRAINAGE INSTALLATION AS
SHOWN ON DRAWINGS. AS STORM DRAINAGE PIPING AND CULVERTS ARE
INSTALLED, CONSTRUCT HARDWARE CLOTH AND GRAVEL INLET
PROTECTION AND ROCK PIPE INLET PROTECTION AS SHOWN AT ALL STORM
INLETS.
5.STABILIZE SITE WITH TEMPORARY GROUNDCOVER AS AREAS ARE
BROUGHT UP TO TEMPORARY FINISHED GRADE. DENUDED AREAS MUST BE
SEEDED WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF
CONSTRUCTION FOR FLAT AREAS AND SEVEN (7) DAYS ON ALL PERIMETER
DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL.
6.SLOPE 3:1 AND GREATER SHALL BE HYDROSEEDED UNLESS OTHERWISE
STABILIZED WITH EROSION CONTROL MATTING.
7.MAINTAIN EXISTING EROSION CONTROL FEATURES AND BEGIN PHASE III.
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE WASHOUT AREA
COMPOST SOCK
INLET PROTECTION
WATTLE CHECK
ROCK PIPE INLET
PROTECTION
W W W W W W W W W W W W W W W W W W W
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
A
N
S
A
N
S
A
N
W
W W W W W W W W W W W W W W W W W
S
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
FMFMFMFMFMFMFMFMFMFMFMFMFM
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
Project No.
56398
Date:
Sheet No.
GO
R
D
O
N
R
O
A
D
F
I
R
E
S
T
A
T
I
O
N
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
F
I
R
E
D
E
P
A
R
T
M
E
N
T
Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
ww
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C2.3
EC
P
H
A
S
E
2
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GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB
SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR
TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A
SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS
TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING
ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END
OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO
STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED,
THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN
THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION
OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA
MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND
STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND
WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE
AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED
SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON
SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”
REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE
FORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL
DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE
WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR
TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER
OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE,
THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION
SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
EROSION CONTROL PHASE II
LIMITS OF DISTURBANCE: 5.85 AC
0
SCALE 1"=30'
60'30'NAD
8
3
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY
CONSTRUCTED AND ASSOCIATED WITH PHASE l EROSION CONTROL.
2.MAINTAIN EXISTING SKIMMER BASIN PER PLANS. CONTINUE BRINGING SITE
TO ROUGH GRADE.
3.GRADING SHALL BE PERFORMED UNDER THE DIRECTION OF THE OWNERS
GEOTECHNICAL ENGINEER. BRING SITE UP TO GRADE AND CONTINUE
GRADING OF BUILDING PAD.
4.BEGIN UTILITY AND REMAINING STORM DRAINAGE INSTALLATION AS
SHOWN ON DRAWINGS. AS STORM DRAINAGE PIPING AND CULVERTS ARE
INSTALLED, CONSTRUCT HARDWARE CLOTH AND GRAVEL INLET
PROTECTION AND ROCK PIPE INLET PROTECTION AS SHOWN AT ALL STORM
INLETS.
5.STABILIZE SITE WITH TEMPORARY GROUNDCOVER AS AREAS ARE
BROUGHT UP TO TEMPORARY FINISHED GRADE. DENUDED AREAS MUST BE
SEEDED WITHIN FOURTEEN (14) DAYS OF COMPLETION OF ANY PHASE OF
CONSTRUCTION FOR FLAT AREAS AND SEVEN (7) DAYS ON ALL PERIMETER
DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL.
6.SLOPE 3:1 AND GREATER SHALL BE HYDROSEEDED UNLESS OTHERWISE
STABILIZED WITH EROSION CONTROL MATTING.
7.MAINTAIN EXISTING EROSION CONTROL FEATURES AND BEGIN PHASE III.
WATTLE CHECK
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE
WASHOUT AREA
COMPOST SOCK INLET
PROTECTION
ROCK PIPE INLET
PROTECTION
40
43
GO
R
D
O
N
R
O
A
D
60
'
P
U
B
L
I
C
R
/
W
LOD
LO
D
LOD
LOD LOD LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
W
W
W
W
W W W W W WTP
TP TP TP
TP
TP
TPTPTPTP
TP
TP
TP
LOD
LO
D
LOD
LOD LOD LOD LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
48
47
49
46
45
44
44 45 46
4748
48 48
47
44
45
44
43
43
44
45
46
47
48
4848
40
41
43
46
4443 4244
48
45 48
46
49
49
49
48
49
49
48
48
49
48
47
46
46
45
44
43 41
4
0
4
3
45
46
4
7
4
6
47
4443
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
W
W
W
W
W
W
W
W
W
W
W
W
W
SA
N
COMPOST SOCK INLET
PROTECTION (TYP.)
COMPOST SOCK INLET
PROTECTION (TYP.)
GRAVEL AND HARDWIRE CLOTH DROP
INLET PROTECTION (TYP.)
COMPOST SOCK INLET
PROTECTION (TYP.)
CONVERT SEDIMENT BASIN TO BIO
RETENTION
TP
TP
TP
TPTPTPTPTP
TP
TP
TP
TP
TP
TP
TP
TP TP TP
TP
TP
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
FM
FM
FM
FM
FM
FM
FM
FM
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
Project No.
56398
Date:
Sheet No.
GO
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D
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D
F
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E
S
T
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T
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NE
W
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A
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F
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
ww
w
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-
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6
7
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6
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7
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6
5
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0
0
4
6
5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C2.4
EC
P
H
A
S
E
3
NAD
8
3
NA
D
8
3
T
H
I
S
S
H
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E
T
M
A
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H
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MA
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S
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MATCHLINE
THIS SHEET
M
A
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C
H
L
I
N
E
S
H
E
E
T
C
2
.
5
THIS SHEET
MATCHLINE
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT
THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES
PRIOR TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO
EXTRA COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED
UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND
FROM A SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN
OR IMPLIED AS TO THE ACCURACY OF THE INFORMATION. ALL EXISTING
UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND
VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE
END OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE
ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE
STOCKPILES MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL
SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE
MUST BE INCLUDED IN THE LAND DISTURBANCE PERMIT. THE CONTRACTOR
WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED FOR THIS
PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES
AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR
DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND
MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE
RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.
ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION
MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF
INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES”
INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A
COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF
APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT
ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER,
EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:
1.AS BUILDING CONSTRUCTION PROGRESSES, BEGIN FINAL GRADING
OPERATIONS FOR THE NEW PARKING LOTS AND ASSOCIATED ACCESS
DRIVES AND INFRASTRUCTURE.
2.FINE GRADE PARKING AREAS AND INSTALL CURB AND GUTTER AND
CRUSHED STONE SUBGRADE.
3.FINISH FINE GRADING OF SITE AND COMPLETE UTILITY INSTALLATION.
INSTALL ASPHALT IN THE PARKING LOTS. ADJUST HARDWARE CLOTH AND
GRAVEL INLET PROTECTION ON STORM INLETS AS THEY ARE BROUGHT UP
TO FINAL GRADE. UTILIZE COMPOST SOCK IN IMPERVIOUS AREAS AS
NEEDED.
4.STABILIZE ALL DISTURBED SOILS ON SITE PER THE PERMANENT SEEDING
SPECIFICATION.
5.ONCE SITE IS PAVED AND STABILIZED, BEGIN CONVERSION OF SKIMMER
BASIN 1 TO FINAL SCM CONDITIONS. REFER TO CONVERSION SEQUENCE ON
SCM DETAILS SHEET.
6.ONCE NCDENR INSPECTORS HAVE GIVEN FINAL INSPECTION AND APPROVAL,
REMOVE REMAINING EROSION CONTROL FEATURES. REMOVE SILT FENCE,
TEMPORARY CONSTRUCTION ENTRANCES, AND OTHER MEASURES. ENSURE
PERMANENT STABILIZATION PER THE SEEDING SPECIFICATION.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
EROSION CONTROL PHASE III
LIMITS OF DISTURBANCE: 5.85 AC
0
SCALE 1"=30'
60'30'
NA
D
8
3
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE WASHOUT AREA
COMPOST SOCK
INLET PROTECTION
WATTLE CHECK
ROCK PIPE INLET
PROTECTION
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
S
FMFMFMFMFMFMFMFMFMFMFMFMFM
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
Project No.
56398
Date:
Sheet No.
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Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C2.5
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GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB
SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR
TO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A
SURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS
TO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCING
ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END
OF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL
MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO
PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO
STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED,
THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN
THE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION
OF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA
MUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) 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.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER
OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN
EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS
AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED
TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF
INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES
(SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED
ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN ACCOMPLISHED
INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY
EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE
STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN,
LETTER OF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE
CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT
NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL
LOW POINTS OF SILT FENCE AND AREAS WHERE RUNOFF
MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE.
CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO
ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
0
SCALE 1"=30'
60'30'NAD
8
3
PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:
1.AS BUILDING CONSTRUCTION PROGRESSES, BEGIN FINAL GRADING OPERATIONS FOR
THE NEW PARKING LOTS AND ASSOCIATED ACCESS DRIVES AND INFRASTRUCTURE.
2.FINE GRADE PARKING AREAS AND INSTALL CURB AND GUTTER AND CRUSHED STONE
SUBGRADE.
3.FINISH FINE GRADING OF SITE AND COMPLETE UTILITY INSTALLATION. INSTALL ASPHALT
IN THE PARKING LOTS. ADJUST HARDWARE CLOTH AND GRAVEL INLET PROTECTION ON
STORM INLETS AS THEY ARE BROUGHT UP TO FINAL GRADE. UTILIZE COMPOST SOCK IN
IMPERVIOUS AREAS AS NEEDED.
4.STABILIZE ALL DISTURBED SOILS ON SITE PER THE PERMANENT SEEDING SPECIFICATION.
5.ONCE SITE IS PAVED AND STABILIZED, BEGIN CONVERSION OF SKIMMER BASIN 1 TO FINAL
SCM CONDITIONS. REFER TO CONVERSION SEQUENCE ON SCM DETAILS SHEET.
6.ONCE NCDENR INSPECTORS HAVE GIVEN FINAL INSPECTION AND APPROVAL, REMOVE
REMAINING EROSION CONTROL FEATURES. REMOVE SILT FENCE, TEMPORARY
CONSTRUCTION ENTRANCES, AND OTHER MEASURES. ENSURE PERMANENT
STABILIZATION PER THE SEEDING SPECIFICATION.
EROSION CONTROL PHASE III
LIMITS OF DISTURBANCE: 5.85 AC
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOIL
STABILIZATION WITHIN 7 DAYS
CHANNEL LINING
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
EXCAVATED INLET
PROTECTION
CONCRETE WASHOUT AREA
COMPOST SOCK
INLET PROTECTION
WATTLE CHECK
ROCK PIPE INLET
PROTECTION
HATCHING LEGEND
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
HEAVY DUTY ASPHALT
SITE DATA TABLE
PID:R04300-008-002-000
TOTAL SITE AREA:2.77 AC
DISTURBED AREA 5.85 AC
ZONING:R-15 RESIDENTIAL DISTRICT
WATERSHED:SMITH CREEK
RIVER BASIN CAPE FEAR
PROPOSED IMPERVIOUS ONSITE: 1.22 AC
DRIVEWAY TO SITE: 0.58 AC
MAXIMUM BUILDING HEIGHT:40'
PROPOSED BUILDING HEIGHT 39' 11"
MINIMUM BUILDING SETBACK
FRONT: 25'
SIDE (STREET): 15'
SIDE (INTERIOR): 10'
REAR: 20'
PROVIDED BUILDING SETBACK
FRONT: 25'
SIDE: 20'
REAR: 20'
MINIMUM LANDSCAPE
BUFFERS 10'
TOTAL BUILDING FOOTPRINT
AREA 14,461 SQFT
PARKING REQUIREMENTS
TOTAL REQUIRED PARKING 2.5 SPACES / 1,000 SF
(2.5 SPACES * 14,461 SF) / 1,000 SF = 37 SPACES
TOTAL PARKING SPACES
PROVIDED 37 PARKING SPACES
REQUIRED ADA PARKING 2 SPACES
ADA SPACES PROVIDED 2 SPACES
FUTURE ROW,
ESTABLISHED
BY OTHERS
PROPOSED BUILDING
14,461 SF
10
8
9
20' SETBACK
25' SETBACK
R20'
R25'
R49'
30'
STAFF PARKING
PUBLIC
PARKING
PATIO
BIORETENTION
10
R5' (TYP.)
R75'
R75'
R12'
24'
GENERATOR
R30'R30'
R10' (TYP.)
R30'
R5' (TYP.)
12.5' LANDSCAPE BUFFER
R25'
30'
R55'
45'
9' (TYP.)
9' (TYP.)
REFER TO R-SERIES FOR
DRIVEWAY PLANS
R30'
R30'
DUMPSTER ENCLOSURE,
REFER TO ARCHITECTURAL
PLANS
18" CURB & GUTTER
(TYP.)
18" CURB & GUTTER
(TYP.)
18" CURB & GUTTER
(TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
STOP SIGN
STOP SIGN
HANDICAP SIGN
TAPER CURB
TAPER CURB
TAPER CURB
TAPER CURB
TEMPORARY SIGNAGE &
BARRICADES
TRANSFORMER
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
ADA RAMP (TYP)
ADA RAMP (TYP)
20' SETBACK
20' SETBACK
40.7'
30'
18' (TYP.)
18' (TYP.)
FLAG POLE
SEAT WALL (REFER TO
ARCHITECTURAL PLANS)
PUMP STATION
0
SCALE 1"=20'
40'20'
SITE LAYOUT NOTES
1.ALL CONSTRUCTION WILL BE TO NEW HANOVER COUNTY OR
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
2.ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM NEW
HANOVER COUNTY OR NCDOT STANDARDS.
3.ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIAN
AREAS, SIGNAGE AND LANDSCAPING WILL MEET COUNTY
ARCHITECTURAL AND SITE DESIGN REQUIREMENTS, AS WELL
AS THE DESIGN GUIDELINES THAT ACCOMPANY THE MASTER
PLAN. WHERE THESE ARE NOT MET, WAIVERS WILL BE
SUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENT
PLAN.
4.WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURB
SIDEWALK SHALL BE A MINIMUM OF 5' WIDE.
5.DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL
PUBLIC STREET INTERSECTIONS WHERE SIDEWALK IS
REQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BE
DEPRESSED AT ALL RAMP LOCATIONS.
6.ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL
WIDTH OF RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50'
OF ALL STREET INTERSECTIONS.
7.NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER
OBJECTS BETWEEN THE HEIGHTS OF TWO FEET AND EIGHT
FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF
PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN
SIGHT DISTANCE TRIANGLE.
8.LOCATION OF STREET TREES & STREET LIGHTING MUST BE
FIELD COORDINATED TO ELIMINATE CONFLICT
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C3.0
SI
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PROPOSED BUILDING
14,461 SF
REFER TO R-SERIES FOR
DRIVEWAY PLANS
WW
W
W
W
W
W
W
W
6" DI FIRE SERVICE LINE
INV: 46.50
3" DI DOMESTIC WATER LINE
INV: 46.50
PIV
3" WATER
METER IN
VAULT
4" PVC SANITARY
SEWER LATERAL
INV: 45.50
6"X3" TEE AND
VALVE
W
W
W
W
W
W
12" X 8" TEE AND
(2)VALVES
8"X6" TEE AND VALVE
WITH FIRE HYDRANT
ASSEMBLY
3" RPZ BACKFLOW
PREVENTER IN
HEATED ENCLOSURE
8" DI WATER MAIN
W
W
W
W
W
W
TEMPORARY BLOWOFF ASSEMBLY
PRIVATE GRINDER
PUMP STATION
(REFER TO PUMP
STATION PLANS ON
C3.8)
6" RPDA BACKFLOW
PREVENTER IN
HEATED ENCLOSURE
W/ MOUNTED FDC
8"X6"
REDUCER
SA
N
SANITARY SEWER LATERALS
AND OIL WATER SEPARATOR
(REFER TO PLUMBING PLANS)
APPROXIMATE LOCATION OF GAS METER,
CONTRACTOR RESPONSIBLE FOR
CONNECTING TO AVAILABLE GAS LINE AND
COORDINATING WITH GAS COMPANY
REFER TO R-SERIES FOR
DRIVEWAY PLANS
18+47.33
14+0
0
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
12+15
9+
8
0
10
+
0
0
10
+
5
0
11
+
0
0
11
+
5
0
12+00
9+
8
0
10
+
0
0
10
+
5
0
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C3.1
UT
I
L
I
T
Y
P
L
A
N
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND
SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY CONFLICTS
OR DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR
RELOCATION OF ALL OVERHEAD AND UNDERGROUND
COMMUNICATION LINES, ELECTRIC AND GAS SERVICE WITH THE
APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE
CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER PAVED
AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC
AND MAY NOT REPRESENT THE ACTUAL SIZE OF
INFRASTRUCTURE. NOTIFY THE DESIGN ENGINEER IMMEDIATELY
IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF
NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
6.CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT
FROM THE METER BOX. CURB STOPS SHALL BE INSTALLED IN A
CURB STOP BOX AS MANUFACTURED BY FORD, A.Y. McDONALD,
OR TRUMBULL.
7.ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY
THE NEW HANOVER COUNTY UTILITIES DEPARTMENT METERS
DIVISION.
8.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER
METERS.
9.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE
MADE INTO MANHOLES ONLY.
10.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO
THE NEW HANOVER COUNTY STANDARDS.
11.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE,
ASPHALT, BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED
ACCORDING TO THE NEW HANOVER COUNTY AND NCDOT
STANDARDS AND SPECIFICATIONS.
12.ALL CLEANOUTS LOCATED IN PAVED AREAS ARE REQUIRED TO
BE LOCATED IN A TRAFFIC LOAD BEARING MINI MANHOLE.
0
SCALE 1"=20'
40'20'
MATCHLINE
SHEET C3.2
NA
D
8
3
S
H
E
E
T
C
3
.
2
M
A
T
C
H
L
I
N
E
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
8'
'
W
8'
'
W
8'
'
W
GO
R
D
O
N
R
O
A
D
60
'
P
U
B
L
I
C
R
/
W
W
W
W
W
W W W W W W
16" X 12"
TAPPING SLEEVE
w/ GATE VALVES
12" DI WATER MAIN
9+80
10+00
10+5011+0011+5012+0012+5013+00
13+50
14+0
0
14+
5
0
15
+
0
0
W
W
W
W
W
FM FM FM FM FM FM
F
M
F
M
2"
F
O
R
C
E
M
A
I
N
PV
C
S
D
R
2
1
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
1
5
+
5
0
1
6
+
0
0
1
6
+
5
0
Project No.
56398
Date:
Sheet No.
GO
R
D
O
N
R
O
A
D
F
I
R
E
S
T
A
T
I
O
N
NE
W
H
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R
C
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N
T
Y
F
I
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E
D
E
P
A
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T
M
E
N
T
Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C3.2
UT
I
L
I
T
Y
P
L
A
N
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS
SHOULD BE CONSIDERED APPROXIMATE IN LOCATION AND
SHOULD BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY CONFLICTS
OR DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR
RELOCATION OF ALL OVERHEAD AND UNDERGROUND
COMMUNICATION LINES, ELECTRIC AND GAS SERVICE WITH THE
APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE
CONDUITS AS REQUIRED FOR THESE UTILITIES UNDER PAVED
AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC
AND MAY NOT REPRESENT THE ACTUAL SIZE OF
INFRASTRUCTURE. NOTIFY THE DESIGN ENGINEER IMMEDIATELY
IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF
NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
6.CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT
FROM THE METER BOX. CURB STOPS SHALL BE INSTALLED IN A
CURB STOP BOX AS MANUFACTURED BY FORD, A.Y. McDONALD,
OR TRUMBULL.
7.ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY
THE NEW HANOVER COUNTY UTILITIES DEPARTMENT METERS
DIVISION.
8.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER
METERS.
9.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE
MADE INTO MANHOLES ONLY.
10.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO
THE NEW HANOVER COUNTY STANDARDS.
11.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE,
ASPHALT, BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED
ACCORDING TO THE NEW HANOVER COUNTY AND NCDOT
STANDARDS AND SPECIFICATIONS.
12.ALL CLEANOUTS LOCATED IN PAVED AREAS ARE REQUIRED TO
BE LOCATED IN A TRAFFIC LOAD BEARING MINI MANHOLE.
MAT
C
H
L
I
N
E
SHE
E
T
C
3
.
3
NAD 8
3
0
SCALE 1"=30'
60'30'
MA
T
C
H
L
I
N
E
SH
E
E
T
C
3
.
1
SH
E
E
T
C
3
.
1
MA
T
C
H
L
I
N
E
NAD 83
W W W W W W W W W W W W W W W W W W W
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
2" FORCEMAIN PVC
SDR 21
2" FORCEMAIN PVC
SDR 21
15+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+00
S
A
N
S
A
N
S
A
N
W
W W W W W W W W W W W W W W W W W
S
TIE INTO EXISTING
MANHOLE (REFER
TO PROFILE)
S
FMFMFMFMFMFMFMFMFMFMFMFMFM
EXISTING SEWER MAIN
2" FORCEMAIN PVC
SDR 21
2" FORCEMAIN PVC
SDR 21
23+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+00
31+5
0
32+
0
0
Project No.
56398
Date:
Sheet No.
GO
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D
O
N
R
O
A
D
F
I
R
E
S
T
A
T
I
O
N
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
F
I
R
E
D
E
P
A
R
T
M
E
N
T
Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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7
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C3.3
UT
I
L
I
T
Y
P
L
A
N
0
SCALE 1"=30'
60'30'
NAD
8
3
MA
T
C
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TH
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C
3
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2
M
A
T
C
H
L
I
N
E
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE CONSIDERED
APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER IMMEDIATELY IF ANY CONFLICTS OR
DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL OVERHEAD
AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS SERVICE WITH THE
APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED FOR THESE
UTILITIES UNDER PAVED AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW
HANOVER COUNTY AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
6.CURB STOPS ARE REQUIRED AND SHALL BE LOCATED 1 FOOT FROM THE METER BOX.
CURB STOPS SHALL BE INSTALLED IN A CURB STOP BOX AS MANUFACTURED BY FORD,
A.Y. McDONALD, OR TRUMBULL.
7.ALL WATER METERS SHALL BE PROVIDED AND INSTALLED BY THE NEW HANOVER
COUNTY UTILITIES DEPARTMENT METERS DIVISION.
8.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
9.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO MANHOLES
ONLY.
10.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO THE NEW HANOVER
COUNTY STANDARDS.
11.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT, BRICK, TREES,
SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO THE NEW HANOVER COUNTY AND
NCDOT STANDARDS AND SPECIFICATIONS.
12.ALL CLEANOUTS LOCATED IN PAVED AREAS ARE REQUIRED TO BE LOCATED IN A TRAFFIC
LOAD BEARING MINI MANHOLE.
30
35
40
45
50
30
35
40
45
50
43
.
2
41
.
8
40
.
8
40
.
5
40
.
2
40
.
7
41
.
0
40
.
7
40
.
0
40
.
4
40
.
3
40
.
0
40
.
5
41
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3
8
.
5
40
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9
41
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40
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9
40
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6
41
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0
41
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0
41
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5
41
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8
42
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41
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9
41
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5
41
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6
42
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2
43
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8
44
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7
45
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2
44
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9
44
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3
44
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2
4
4
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1
4
4
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1
43
.
2
2
41
.
7
7
40
.
8
3
40
.
5
1
40
.
2
2
40
.
7
2
41
.
0
0
40
.
7
0
40
.
0
0
40
.
4
1
40
.
2
9
40
.
0
0
40
.
4
9
41
.
0
0
38
.
4
6
40
.
8
7
41
.
0
0
40
.
8
8
40
.
5
7
41
.
0
2
41
.
0
4
41
.
5
0
41
.
7
8
41
.
9
9
41
.
9
1
41
.
5
1
41
.
5
8
42
.
1
6
43
.
7
7
44
.
7
3
45
.
2
4
44
.
8
9
44
.
2
7
44
.
1
9
44
.
1
2
44
.
0
7
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+47.33
16" X 12" TEE
12" GATE VALVE
12" X 8" TEE12" GATE VALVE3' MIN. COVER
PROPOSED GRADEEXISTING GRADE
8" DUCTILE IRON
VERTICAL BEND
TEMPORARY
BLOWOFF ASSEMBLY
BEND15" RCP CROSSING
12" MIN. COVER
30
35
40
45
50
30
35
40
45
50
4
1
.
3
4
1
.
9
4
0
.
5
4
0
.
6
4
0
.
8
4
1
.
4
4
2
.
5
4
4
.
2
4
5
.
9
4
6
.
5
4
6
.
3
41
.
3
5
41
.
8
6
40
.
5
1
40
.
5
5
40
.
7
9
41
.
3
9
42
.
5
2
44
.
2
4
45
.
9
1
46
.
4
9
46
.
2
9
9+80 10+00 10+50 11+00 11+50 12+00 12+15
6" X 2" TEE
6" GATE VALVE
BEND
BEND
8" X 6" TEE
FIRE HYDRANT ASSEMBLY
12" X 8" TEE
PROPOSED GRADE
EXISTING GRADE
8" X 6" REDUCER
15" RCP CROSSING
12" MIN. COVER
BEND
8" GATE VALVE
Project No.
56398
Date:
Sheet No.
GO
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D
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N
R
O
A
D
F
I
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E
S
T
A
T
I
O
N
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
F
I
R
E
D
E
P
A
R
T
M
E
N
T
Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
PROFILE SCALE
0
0
30
3
C3.4
UT
I
L
I
T
Y
P
R
O
F
I
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E
S
30
35
40
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50
30
35
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47
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9
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42
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9
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41
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5
41
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40
.
3
39
.
7
39
.
0
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.
0
38
.
8
38
.
4
37
.
9
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
EXISTING GRADE
3' MIN. COVER
2" PVC
SDR 21
PUMP STATION
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
PROFILE SCALE
0
0
30
3
C3.5
UT
I
L
I
T
Y
P
R
O
F
I
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E
S
20
25
30
35
40
20
25
30
35
40
3
8
.
8
3
8
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4
3
7
.
9
3
7
.
5
3
7
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2
3
6
.
5
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9
3
5
.
5
3
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3
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.
8
3
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3
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9
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7
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38
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36
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31
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30
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3
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29
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9
2
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3
0
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2
3
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.
0
0
26
.
7
4
26
.
2
2
26
.
6
7
26
.
6
3
26
.
6
2
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+5024+60
EXISTING GRADE
2" PVC
SDR 21
3' MIN. COVER
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
PROFILE SCALE
0
0
30
3
C3.6
UT
I
L
I
T
Y
P
R
O
F
I
L
E
S
5
10
15
20
25
30
35
5
10
15
20
25
30
35
3' MIN. COVER
2
6
.
6
2
6
.
7
2
6
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6
2
6
.
7
2
6
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0
2
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3
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4
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1
2
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6
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0
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7
2
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0
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0
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1
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8
1
9
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2
1
8
.
5
1
7
.
8
1
7
.
2
1
7
.
0
1
7
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1
7
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0
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7
1
7
.
5
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7
.
6
1
8
.
0
1
8
.
0
26
.
6
0
26
.
6
7
26
.
6
3
26
.
7
0
26
.
0
0
27
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0
4
27
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3
4
28
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2
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29
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3
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0
6
22
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6
2
22
.
0
0
22
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0
1
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4
0
20
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6
7
20
.
0
0
20
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0
0
19
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8
5
19
.
1
9
18
.
4
9
17
.
8
5
17
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1
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17
.
0
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17
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17
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0
2
17
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7
3
17
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5
4
17
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6
3
18
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0
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18
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0
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24+10 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 31+84.51
M
H
1
S
T
A
3
1
+
8
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4
1
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.
7
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8
.
2
7
(
P
I
P
E
1
)
2" PVC
SDR 21
EXISTING GRADE
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
PROFILE SCALE
0
0
30
3
C3.7
UT
I
L
I
T
Y
P
R
O
F
I
L
E
S
TO PUMP
STATION
AS REQUIRED TO FIT PANELS CAP (TYP)
3"Ø GALVANIZED
STEEL POSTS (TYP)
PUMP STATION CONTROL
PANEL WITH ALARM LIGHT,
HORN, AUTO DIALER, &
MANUAL TRANSFER SWITCH
FROM
BUILDING
1'-0"
3'-0"
5'-0"
GALVANIZED STEEL
UNISTRUT (TYP)
JUNCTION BOX
THREADED METAL
CONDUIT (TYP)
3,000 PSI MIN
CONC (TYP)
FINISHED GRADE
EXPLOSION PROOF
CONDUIT SEAL
LOCAL
DISCONNECT
EMERGENCY
GENERATOR
CONNECTION
W
WWW
W
WWW
SA
N
SA
N
SA
N
SA
N
FM
FM
NEW 5' Ø BARNES MODEL XZSGV
GRINDER PUMP STATION
TOP = 48.00'
INV. IN (4" PVC) = 42.00'
INV. OUT (1.5" SS) = 40.29'
NEW CONTROL PANEL FROM PUMP
MANUFACTURER (SEE DETAIL)
NEW 2" PVC-SDR21 FORCE MAIN
4" PVC LATERAL FROM
BUILDING
TRANSITION FROM 1.5" SS TO 2"
PVC SDR 21
TRANSFORMER
(BY OTHERS)
GENERATOR
(BY OTHERS)
PROPERTY LINE
N: 191783.93
E: 2346365.28
3' MIN
CONTROL PANEL MOUNTING DETAIL
SCALE: NOT TO SCALE
GENERAL NOTES:
DESIGN CRITERIA:
1.PUMP STATION IS NOT LOCATED WITHIN 100-YR FLOODPLAIN ACCORDING TO FEMA FIRM MAP 3720314900K DATED 08/28/2018.
PUMP STATION NOTES:
1.ALL PUMP STATION COMPONENTS SHALL BE SUPPLIED BY BARNES (OR APPROVED EQUIVALENT).
2.CONTRACTOR TO MAINTAIN A DRY EXCAVATION UNTIL ALL BACKFILLING IS COMPLETED.
3.148.08 FT3 OF CONCRETE REQUIRED FOR PUMP STATION BALLAST.
ELECTRICAL NOTES:
1.ALL ABOVE-GRADE ENCLOSURES INSTALLED UNDER THIS CONTRACT SHALL BE PAD LOCKABLE AND NEMA 4X.
2.ALL WIRE INSTALLED UNDER THIS CONTRACT SHALL BE COPPER.
3.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT
MANUFACTURERS.
4.NO ELECTRICAL SPLICES ALLOWED IN WET WELL.
5.ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 & TABLE 300-50 AND ARTICLE 300-6 (PROTECTION AGAINST CORROSION).
6.ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT.
7.ONSITE GENERATOR SHALL BE SIZED TO HANDLE THE ELECTRICAL LOAD OF THE PUMP STATION IN THE EVENT OF POWER-LOSS.
GRINDER PUMP SECTION
SCALE: NOT TO SCALE
GRINDER PUMP CURVE
SCALE: NOT TO SCALE
GRINDER PUMP DETAIL
SCALE: NOT TO SCALE
LIFT STATION SITE PLAN
SCALE: 1"=10'0
SCALE 1"=10'
20'10'
Project No.
56398
Date:
Sheet No.
GO
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F
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Y
F
I
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D
E
P
A
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T
M
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N
T
Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
05/23/2024
G RHODES
A CUTRIGHT
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6
5
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0
0
4
6
5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
PROPOSED BUILDING (BY OTHERS)
C3.8
PS
S
I
T
E
P
L
A
N
BARNES CD95133-RAZOR PROFILE VIEW
SCALE: NOT TO SCALE
Project No.
56398
Date:
Sheet No.
GO
R
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
05/23/2024
G RHODES
A CUTRIGHT
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
BARNES CD95133-RAZOR PLAN VIEW
SCALE: NOT TO SCALE
C3.9
PS
D
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A
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Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
05/23/2024
G RHODES
A CUTRIGHT
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
CONTROL PANEL DETAILS
SCALE: NOT TO SCALE
C3.10
PS
D
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PROPOSED BUILDING
14,461 SF
REFER TO R-SERIES FOR
DRIVEWAY PLANS
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SA
N
CB 2
DI 1
CB 1
CB 3
CB 4
CB 5
DI 2
FFE: 49.50
DOWNSPOUT NOTES
1.TIE ALL DOWNSPOUTS UNDERGROUND WITH BOOT
AND CLEANOUT 2' BELOW FFE
2.ALL ROOF DRAINS SHALL BE 6" PVC PIPE @ 1.04%
MIN SLOPE UNLESS OTHERWISE SPECIFIED
3.CLEANOUTS TO BE ADDED EVERY 100' ON ALL ROOF
DRAINS
4.REFER TO PLUMBING PLANS. TIE ALL ROOF DRAINS,
FLOOR DRAINS, AND DOWNSPOUTS TO CLOSEST
OUTLET
48
47
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44 45 46
47
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4848
40
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43
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4244
48
45 48
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49
49
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49
49
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48
47
46
46
45
44
43 41
4
0
4
3
45
46
4
7
4
6
47
4443
BIO-RETENTION
(3) 6" PERFORATED
UNDER DRAINS
(REFER TO BIO
RETENTION DETAIL)
REFER TO R-SERIES FOR
DRIVEWAY PLANS
RISER
RIP RAP
(TYP)
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C4.0
GR
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SCALE 1"=20'
40'20'
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12 BUSINESS
DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
2.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY
RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
3.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE
PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
4.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE LOCATIONS SHOWN
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR
REPORTING ANY DISCREPANCIES IN THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE
SLOPES TO THE ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY
OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
5.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
LAND-DISTURBING ACTIVITIES.
6.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES, CLEANOUTS,
ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.
7.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNER'S
INDEPENDENT TESTING LABORATORY.
8.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED OTHERWISE. ALL
ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY WORK, GRADING OR
INSTALLATION OF EROSION CONTROL MEASURES.
10.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO HAVE NO
MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO MORE
THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50
(2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK.
11.CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION LOCATIONS AND INSTALL
TO ENSURE POSITIVE DRAINAGE TO STORM STRUCTURES.
12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE REQUIREMENTS, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNER PRIOR TO POURING ANY
CONCRETE SO THAT A SOLUTION CAN BE FOUND.
13.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS BUT IT
SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO
SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE
TAKEN INTO CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED
TO PROVIDE POSITIVE DRAINAGE.
14.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN UNDISTURBED
UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING AND EXISTING TREES AND SHRUBS
TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. THE GRADING CONTRACTOR SHALL
MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED
BY THE EROSION CONTROL INSPECTOR OR THE ENGINEER.
16.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR
OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS.
17.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO STREAM" OR
EQUIVALENT.
35
40
45
50
55
35
40
45
50
55
46
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5
47
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47
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9
47
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8
47
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3
47
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9
48
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7
48
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5
43
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6
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43
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0
0
9+80 10+00 10+50 11+00 11+50 12+00 12+48.13
CB
1
TO
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4
6
.
4
9
IN
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4
3
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6
5
(
C
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-
D
I
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FE
S
1
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4
4
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4
4
IN
V
I
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4
3
.
0
0
(
C
B
2
-
F
E
S
1
)
CB 1 - DI 1
104.48' OF
15" RCP
@ 0.20%
DI 1 - CB 2
101.01' OF
15" RCP
@ 0.20%
CB 2 - FES 1
18.65' OF
15" RCP
@ 0.20%
40
45
50
55
40
45
50
55
42
.
9
42
.
9
42
.
6
42
.
7
42
.
9
43
.
0
43
.
3
43
.
6
44
.
5
45
.
6
46
.
7
47
.
5
47
.
9
46
.
5
42
.
9
3
42
.
8
8
42
.
6
1
42
.
7
3
42
.
8
6
43
.
0
5
43
.
3
4
43
.
6
2
44
.
4
9
45
.
6
3
46
.
6
8
47
.
4
6
47
.
9
3
46
.
4
5
9+80 10+00 10+50 11+00 11+50 12+00 12+50 12+95
40
45
50
55
40
45
50
55
45
.
8
45
.
9
46
.
2
46
.
9
47
.
2
47
.
7
47
.
8
45
.
7
9
45
.
8
8
46
.
1
5
46
.
8
6
47
.
1
9
47
.
6
6
47
.
8
5
9+80 10+00 10+50 11+0011+05.09
DI 2 - CB 5
85.09' OF
15" RCP
@ 0.51%
FE
S
2
TO
P
4
4
.
7
1
IN
V
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4
3
.
0
0
(
C
B
5
-
F
E
S
2
)
CB 5 - FES 2
33.39' OF
18" RCP
@ 0.81%
CB
5
TO
P
4
6
.
7
8
IN
V
I
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4
3
.
4
5
(
C
B
4
-
C
B
5
)
IN
V
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3
.
6
0
(
D
I
2
-
C
B
5
)
IN
V
O
U
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4
3
.
2
7
(
C
B
5
-
F
E
S
2
)
CB 4 - CB 5
145.25' OF
15" RCP
@ 0.50%
CB
4
TO
P
4
7
.
8
3
IN
V
I
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4
4
.
2
8
(
C
B
3
-
C
B
4
)
IN
V
O
U
T
4
4
.
1
7
(
C
B
4
-
C
B
5
)
CB 3 - CB 4
95.29' OF
15" RCP
@ 0.50%
CB
3
TO
P
4
7
.
7
6
IN
V
O
U
T
4
4
.
7
6
(
C
B
3
-
C
B
4
)
DI
2
TO
P
4
8
.
3
3
IN
V
O
U
T
4
4
.
0
3
(
D
I
2
-
C
B
5
)
IN
V
O
U
T
4
4
.
0
3
(
D
I
2
-
C
B
5
)
CB
5
TO
P
4
6
.
7
8
IN
V
I
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4
3
.
4
5
(
C
B
4
-
C
B
5
)
IN
V
I
N
4
3
.
6
0
(
D
I
2
-
C
B
5
)
IN
V
O
U
T
4
3
.
2
7
(
C
B
5
-
F
E
S
2
)
DI
1
TO
P
4
7
.
2
0
IN
V
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4
3
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4
4
(
C
B
1
-
D
I
1
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IN
V
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4
3
.
3
4
(
D
I
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-
C
B
2
)
CB
2
TO
P
4
7
.
4
2
IN
V
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4
3
.
1
4
(
D
I
1
-
C
B
2
)
IN
V
O
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4
3
.
0
4
(
C
B
2
-
F
E
S
1
)
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
8" DUCTILE IRON
18" MIN SEPARATION
STORMWATER PROFILE
CB 1 - FES 1
STORMWATER PROFILE
CB 3 - FES 2
STORMWATER PROFILE
DI 2 - CB 5
STORM STRUCTURE TABLE
STRUCTURE #
CB 1
CB 2
CB 3
CB 4
CB 5
DI 1
DI 2
FES 1
FES 2
TOP
46.49
47.42
47.76
47.83
46.78
47.20
48.33
44.44
44.71
STRUCTURE HEIGHT
2.84'
4.39'
3.00'
3.66'
3.51'
3.86'
4.30'
0.00'
6.25'
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
24 x 24 inch Rectangular Structure
ES-1 for 15 inch Pipe
NCDOT ES-1 for 18 inch Pipe
STORM PIPE TABLE
PIPE #
CB 1 - DI 1
CB 2 - FES 1
CB 3 - CB 4
CB 4 - CB 5
CB 5 - FES 2
DI 1 - CB 2
DI 2 - CB 5
DIA
15"
15"
15"
15"
18"
15"
15"
FROM - TO
CB 1 - DI 1
CB 2 - FES 1
CB 3 - CB 4
CB 4 - CB 5
CB 5 - FES 2
DI 1 - CB 2
DI 2 - CB 5
UPSTREAM
INVERT
43.65
43.04
44.76
44.17
43.27
43.34
44.03
DOWNSTREAM
INVERT
43.44
43.00
44.28
43.45
43.00
43.14
43.60
SLOPE
0.20%
0.20%
0.50%
0.50%
0.81%
0.20%
0.51%
LENGTH
104.48 LF
18.65 LF
95.29 LF
145.25 LF
33.39 LF
101.01 LF
85.09 LF
DESCRIPTION
15 inch RCP
15 inch RCP
15 inch RCP
15 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
CB IS UNDER 3' IN
HEIGHT AND MUST BE
HAND CONSTRUCTED
Project No.
56398
Date:
Sheet No.
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Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C4.1
ST
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P
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BIORETENTION MEDIA SPECIFICATIONS:
THE MEDIA SHOULD BE A HOMOGENEOUS MIX OF THE FOLLOWING:
A.75% - 85% MEDIUM TO COARSE WASHED SAND
B.8% - 10% FINES (SILT & CLAY; CLAY CONTENT NOT TO EXCEED 8%)
C.5% - 10% ORGANIC MATTER (SUCH AS PINE BARK FINES)
D.PHOSPHORUS INDEX NOT TO EXCEED 25
E.HYDRAULIC CONDUCTIVITY IS TO BE 1 INCH/HOUR
BIORETENTION MEDIA TO BE TOPPED WITH GRASS SOD. THE SOD
MUST NOT BE GROWN IN SOIL WITH AN IMPERMEABLE (CLAY) LAYER.
UNDERDRAIN NOTES:
UNDERDRAIN SYSTEMS: OTHER TYPES OF UNDERDRAIN PIPE CAN BE
UTILIZED AS LONG AS THE PIPE HAS AN EQUIVALENT OR GREATER
AREA OF OPENINGS (0.884 IN²/FT). THE OPENINGS ARE SIZED
SUFFICIENTLY TO PREVENT THE ADHERENCE OF MINERALS AND
BACTERIA WHICH WILL RESTRICT FREE FLOW, AND THE STRUCTURAL
INTEGRITY WILL HANDLE ALL ANTICIPATED LOADING CONDITIONS.
FILTER FABRIC AND PIPE SOCKS ARE NOT ALLOWED ON UNDERDRAINS.
UNDERDRAIN PERFORATION PATTERN: A MINIMUM OF 4 ROWS OF
PERORATIONS SHOULD BE PROVIDED AROUND THE DIAMETER OF THE
PIPE, AND THE PERFORATIONS SHOULD BE 6 INCHES ON CENTER
WITHIN EACH ROW FOR THE ENTIRE LENGTH OF PIPE. PERFORATIONS
SHALL BE 38 INCH DIAMETER HOLES.
UNDERDRAIN PIPES: SMOOTH WALL SCH 40 OR SDR-35 PVC.
CLEANOUTS: NON-PERFORATED 6" PVC, WATER-TIGHT WITH GLUED
JOINTS AND SCREW ON CAP ELEVATED 8" ABOVE SURFACE OF MEDIA.
CONSTRUCTION NOTES:
1.PRIOR TO PLACEMENT OF BIORETENTION STONE, SAND, AND
MEDIA, ALL AREAS DRAINING TOWARD THE BIORETENTION SHALL
BE PERMANENTLY STABILIZED WITH PAVEMENT, GRASS, MULCH,
AND/OR LANDSCAPING, AND THE STORM PIPE SYSTEM AND
UNDERGROUND DETENTION SHALL BE COMPLETELY INSTALLED.
2.CONTRACTOR SHALL WATER ALL PLANTS, GRASS AND SOD AS
NEEDED UNTIL AFTER PROJECT CONSTRUCTION IS COMPLETE,
AND AFTER THE SCM HAS BEEN AS-BUILT SURVEYED, PE
CERTIFIED AND ACCEPTED BY THE CITY.
3.CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC SURVEY
PERFORMED BY A PROFESSIONAL LAND SURVEYOR CERTIFYING
STORMWATER SCM AREA DIMENSIONS, ELEVATIONS, OUTLET
STRUCTURE INVERTS, ORIFICE DIAMETER, PIPE SIZES AND
CLEANOUT LOCATIONS. TOPOGRAPHY SHALL EXTEND 20 FEET
OUTSIDE LIMITS OF SCM.
TOP OF DAM
2' MIN.
6"
12"
MIN.
Do
12"2'
3xDo
2'
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
#57 STONE
TOP OF DRAINAGE DIAPHRAGM
ASTM C-33 CONCRETE SAND
NOTE:
1.4" DRAIN OUTLETS FOR DIAPHRAGM SHALL BE PROTECTED BY AN APPROPRIATE RODENT GUARD:
12" X 12" STAINLESS STEEL MESH SECURED WITH STAINLESS STEEL CLAMP OR APPROVED EQUAL.
2.JOINTS WRAPPED WITH DOUBLE LAYER OF NON-WOVEN GEOTEXTILE FILTER FABRIC ON OUTSIDE
OF PIPE SHALL COVER 2 FEET OF PIPE CENTERED ON JOINT.
A
A
EMERGENCY SPILLWAY TYPICAL SECTION
N.T.S.
EMERGENCY SPILLWAY
ELEV. = 45.00
20' WIDE EMERGENCY SPILLWAY
LINE EMERGENCY SPILLWAY W/ NORTH
AMERICAN GREEN C125, OR EQV., AND
SOD.
100-YR WSEL = SEE PROFILE
5:1 5:1
TOP OF DAM
ELEV.= 46.00
N.T.S.
TOP OF RISER EL. = 44.50'
5.0'
4.0'
6" MIN. WALL
THICKNESS
3000 PSI CONC.
(TYP.)
O-RING RCP
OUTLET PIPE
8" MIN. BASE
THICKNESS (TYP.)
5.08'
7.08'
15" Ø O-RING RCP
FLOW
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
INV. SEE PROFILE SHEET
OUTLET PIPE
FLOW
5.0'
CONTRACTOR TO
CONSTRUCT CONCRETE
COLLAR IN THE FIELD
5.0'
NOTES:
1.MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE
REINFORCEMENT TO SUPPORT WEIGHT OF ANTI-FLOTATATION BALLAST.
2.CONCRETE ANTI-FLOTATION BALLAST SHALL BE A MINIMUM OF 140 PCF.
3.TRASH RACK FOR RISER NOT SHOWN FOR CLARITY.
4.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
5.0' W X 5.0' L X 2.00' H
CONCRETE ANTI-FLOTATION BALLAST
WRAP OUTSIDE OF PIPE JOINTS WITH
DOUBLE LAYER OF NON-WOVEN
GEOTEXTILE FILTER, COVER 2 FT. OF
PIPE CENTERED ON JOINT.
4" PVC FOR TEMPORARY
SKIMMER. REMOVE AT
COMPLETION
N.T.S.
RISER JOINT CONNECTION
DETAIL
3.0"
6"
1/2"Ø GRADE 8
STAINLESS STEEL
CONCRETE LAG SCREW
12" x 4" x 1/2" STAINLESS
STEEL STRAP (4 PER
RISER JOINT)
2" LAYER OF #8 CHOKING STONE
BETWEEN SAND AND GRAVEL
5' x 5' (O.D.) PERMANENT REINFORCED CONCRETE
OUTLET STRUCTURE DETAILS
6" PVC FOR UNDERDRAIN
CONNECTION.
PVC TEE WITH WATER-TIGHT
SCREW-ON CAP
UP-TURNED 6" NON-PERF. SCH 40
PVC PIPE
OPEN PVC PIPE END ELEV. = 883.50'
TOP OF DAM
TOP OF DRAINAGE DIAPHRAGM
EMERGENCY
SPILLWAY
2' MIN.
2' MIN.
3:1 TYP
.
3:1 T
Y
P
.
RCP WRAPPED IN DOUBLE LAYER OF
NON-WOVEN GEOTEXTILE FILTER
FABRIC AT PIPE JOINTS. COVER 2 FT.
OF PIPE CENTERED ON JOINT.
(2) NON-PERFORATED
4" SCH 40 PVC
(2) PERFORATED 4" SCH 40
PVC THROUGH WIDTH OF
STONE IN DIAPHRAGM
2'
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM DETAIL
CAPPED (TYP.)
N.T.S.
BIORETENTION PROFILE VIEW
NTS
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
2 INCHES MIN. OF #57 WASHED STONE OVER PIPE
WATER-TIGHT SCREW-ON CAP
PVC TEE
UP-TURNED 4" NON-PERF.
SCH 40 PVC PIPE
30" OF BIORETENTION MEDIA
SEE SPECIFICATION
SET TOP OF UPTURNED PVC
PIPE 18" MIN. BELOW GRADE
(TYP.)
MAX WATER PONDING ELEVATION
DO NOT DRIVE HEAVY EQUIPMENT OVER
BIORETENTION. DO NOT MECHANICALLY
COMPACT THE BIORETENTION MEDIA. DO
NOT WATER OR WALK ON THE MEDIA AS IT
IS PLACED.
2" WASHED SAND
2" #8 OR #89 WASHED CHOKING STONE
24"
RISER STEPS
INTERNAL WATER STORAGE ZONE
WATER-TIGHT CLEANOUT WITH
WATER-TIGHT SCREW-ON CAP
ELEVATED 27" MIN. ABOVE GRADE
ELEV 41.50
OPEN PVC PIPE END
ELEV = 40.50
RISER; SEE DETAIL
15" RCP @ 0.5% MIN.
WATER-TIGHT CLEANOUT WITH
WATER-TIGHT SCREW-ON CAP
ELEVATED 27" MIN. ABOVE GRADE
TOP OF BIORETENTION MEDIA ELEV = 43.00
100 YEAR WSE = 45.30
WATER QUALITY ELEVATION = 43.81
RISER TOP ELEV = 44.50
INV = 39.42
INV = 39.42
FINISHED GRADE
FINISHED GRADE
BOTTOM OF #57 WASHED
STONE ELEV = 39.42
5'L X 5'W X 2'TH CONCRETE
FOOTING
6" SCH 40 PVC
UNDERDRAIN
INV = 39.42
SPILLWAY ELEV = 45.00 (REFER TO DETAIL)
FILTER DIAGRAM
(SEE DETAIL)
BOTTOM OF MEDIA ELEV = 40.50
BOTTOM OF SAND ELEV = 40.33
BOTTOM OF CHOKING STONE ELEV = 40.17
BOTTOM OF #57 WASHED STONE ELEV = 39.42
TRASH RACK
C4.2
SC
M
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A
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S
N.T.S.
RISER TRASH RACK DETAIL
5.0" (TYP.)
7.0'
2.0'4.0'7.0'
1.0'
5"
0.7'
2.0'
10"
(TYP.)
10"
(TYP.)
PRO
P
O
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E
D
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F
W
A
Y
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
8''
W
8''
W
8''
W
W
W
W
W
W
W
G
O
R
D
O
N
R
O
A
D
60'
P
U
B
L
I
C
R
/
W
42
424242
42
42
4243
4343
41
41
41
41
41
41 41
40
40
404041
40
40
4040
40
40
40
41414243
43 42
44
404243444344
44
44
44
45
39
39
39
39
39
3939
39
3940
40
40
40
40
40
40
41
41
41
41
41
4242
39
39
39
39
39
39
39
3939
39
38
38
38
3838
38
38
44
PROPOSED BUILDING
14,461 SF
REFER TO R-SERIES FORDRIVEWAY PLANS
B
C
48
47
49
46
45
44
44 45 46 4748
48 48
47
44
45
44
43
43
44
45
46
47
48
4848
40414346
44434244
484548
46
49
49
49
48
49
49
48
48
49
48
47
46
46
45
44
4341
40
4
3
45
46
4
7
4
6 47
4443
A
PRO
P
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S
E
D
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H
T
O
F
W
A
Y
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
8''
W
8''
W
8''
W
W
W
W
W
W
W
G
O
R
D
O
N
R
O
A
D
60'
P
U
B
L
I
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R
/
W
B
C
A
A1
B
LOW DENSITY
DRAINAGE AREA
HIGH DENSITY
DRAINAGE AREA
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
NA
D
8
3
NA
D
8
3
0
SCALE 1"=80'
160'80'0
SCALE 1"=80'
160'80'
PRE-DEVELOPED SITE
LEGEND
IMPERVIOUS
AREA
PRE DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 0.00 ACRES
POST DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 1.27 ACRES
IMPERVIOUS AREA BEING TREATED: BIORETENTION = 1.20 ACRES
AREA OUTSIDE RIGHT OF WAY = 0.52 ACRES
STORMWATER QUALITY CALCULATIONS
POST-DEVELOPED SITE
C4.3
SW
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NOTE:
1.VERIFY WITH SITE PLANS FOR NON-TYPICAL
ACCESSIBLE SPACES.
2.FOR SPACES LABELED 'VAN' PROVIDE MUTCD
R7-8 SIGN AND ADDITIONAL R7-8a.
RESERVED
PARKING
RESERVED
PARKING
RESERVED
PARKING
VAN
ACCESSIBLE
"REGULAR
SPACE"
REFER TO DETAIL BELOW AND LAYOUT PLAN
FOR PLACEMENT OF ACCESSIBLE SIGN AND
VAN ACCESSIBLE SIGNS
5'8'9'
6'
MOUNTING
HEIGHT
ABOVE
FINISHED
GRADE
(TYP.)
MUTCD
R7-8a
MUTCD R7-8
GREEN REFLECTIVE
LEGEND
BLUE REFELCTIVE
BACKGROUND
WHITE REFLECTIVE SYMBOL
WHITE BACKGROUND
RESERVED PARKING
SIGN (R7-8)
(ARROW ON SIGN
FACING "<-")
6"
12"
12"
18"
RESERVED
PARKING
4'
FRANGIBLE
BASE UNIT
ACCESSIBLE OR
PREFERRED
PARKING SIGN
(TYP.)
60"
ACCESSIBLE & PREFERRED
PARKING SIGN FOUNDATION
N.T.S.
SQUARE
TUBULAR POST
ACCESSIBLE PARKING SPACE MARKINGS AND SIGNAGE
NO SCALE
18'
4"
5'
8'8'8'8'
TYPICAL ACCESSIBLE VAN ACCESSIBLE
5'
TYPICAL ACCESSIBLE SPACE LAYOUT
RESERVED PARKING SIGN (R7-8)
(ARROW ON SIGN FACING "->") AT
BEGINNING ACCESSIBLE SPACE
(TYP)
FACE OF CURB
RESERVED PARKING
SIGN (R7-8)
(NO ARROWS IN ON
SIGN)
VAN ACCESSIBLE SIGN
(R7-8a)
REMOVABLE
CONCRETE
WHEEL STOP
5"2-7/16"
8-3/4"
SECTION
GROUT
PRECAST CONCRETE WHEEL STOP
PAVING
3/4" X 10" GALVANIZED
STEEL ANCHOR RODS
8 1/2"
8 1/2"
6'-0"
ISOMETRIC
WHEEL STOP POSITION WITHIN PARKING STALL
PARKING
SPACE
2'-6"
MIN
18' SPACE
END OF SPACE /
FACE OF CURB
SIGN WITH
CONCRETE
BOLLARD
(REFER TO
PLAN FOR
LOCATION)
6' PRE-CAST
CONCRETE WHEEL
STOP (CENTERED
WITHIN STALL)
PAINT STRIPING
SEE PLANS
FOR
WIDTH
PRE-CAST CONCRETE WHEELSTOP
NO SCALE
SECTION C-C
SECTION A-A
C
B B
C
DETECTABLE WARNING DOMES
RAMP WIDTH AREA
IS VARIABLE
2'-0" LENGTH
0.45"R
0.02"R
2"
0.9"0.4"2.35"0.20"
DIRECTIONAL RAMP TERMINAL RAMP
A A
C
C
24"24"5'-0"
6" CURB
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
NOTES:
1.NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/1' (1:12) IN RELATIONSHIP
TO THE GRADE OF THE STREET.
2.IN NO CASE SHALL THE WIDTH OF THE ACCESS RAMP BE LESS THAN 48" (4'-0")
3.DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP
FLOOR AS SHOWN.
SECTION B-B
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
VARIES
1/4" PER FT
PARALLEL RAMP
D
D
RA
M
P
RA
M
P
2%
SECTION D-D
6'-0" RAMP (1:12 MAX.)6'-0" RAMP (1:12 MAX.)5'-0" LANDING (MIN)
DETECTABLE
WARNING
DOMES
SIDE FLARE CURB &
GUTTER
DETECTABLE
WARNING
DOMES
SIDE FLARE
TRANSITION
LANDING (1/4"
PER FT SLOPE)
CURB & GUTTER
DETECTABLE WARNING DOMES
DETECTABLE WARNING DOMES
1:4 SLOPED CURB TRANSITION
6:1 RAMPED SIDEWALK RAMP SIDE FLARE
DETECTABLE WARNING DOMES
PRECAST CLASS "B"
CONCRETE PAVERS
ACCESSIBLE CURB RAMPS
NO SCALE
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.0
NO
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8" ABC STONE
DENOTES ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT
NO SCALE
SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
DENOTES LIGHT-DUTY ASPHALT PAVEMENT ON PLANS
LIGHT-DUTY ASPHALT
NO SCALE
2" ASPHALT
SURFACE COURSE
COMPACTED SUBGRADE
6" ABC STONE
LIGHT DUTY PAVEMENT
TO BE USED IN PARKING
STALLS.
HEAVY DUTY PAVEMENT TO BE
USED IN DRIVE AISLES.
3" ASPHALT
SURFACE COURSE
NOTE:
COATED GROUND SLEEVE: FABRICATED FROM 16
GAGE GALVANIZED STEEL, WITH A STEEL BASE
PLATE WHOSE DIAMETER IS 4" LARGER THAN THE
SLEEVE BASE. A SETTING PLATE 6" SQUARE SHALL
BE SECURELY WELDED TO THE GROUND SPIKE AT
LEAST 9" BELOW THE BASE PLATE. THE GROUND
SPIKE SHALL BE 3/4" DIAMETER, AND NOT LESS
THAN 18" LONG.
8'-0"
2"
3"
PROVIDE 3 FLAG POLES
30'-0" FOR U.S. FLAG
25'-0" FOR STATE FLAG
ALUMINUM BALL
REVOLVING TRUCK
CONCRETE
FOUNDATION
(3) #3 TIES IN TOP 5",
BALANCE @ 12" ON CENTER
6 #6 VERTICALS
3/16" STEEL SETTING
PLATE, 6"x6" MIN 9"
BELOW BASE PLATE
2'-0"
3/4" DIA. GROUNDING SPIKE
SEAMLESS TAPERED ONE PIECE CLEAR
ANODIZED ALUMINUM FLAGPOLE WITH (2)
PULL STRINGS INSIDE EACH POLE.
MULTIPLE INTERNAL HALYARD
CLEAT WITH LOCKABLE COVER
COLLAR, COLOR TO MATCH
TYPE AND COLOR OF POLE
CAULK /
SEALANT
COATED GROUND SLEEVE, SIZE AND DEPTH PER
MANUFACTURER'S RECOMMENDATIONS
CENTERING WEDGES
GROUT OR DRY SAND. VERIFY WITH POLE
MANUFACTURER 1/2"x12"x 12" MIN. WELDED
STEEL BASE PLATE
FINISHED GRADE
FLAG POLE
NO SCALE
TYPICAL CONSTRUCTION JOINT
CONC SLAB THICKNESS = 8"
ABC THICKNESS = 6"
REINFORCEMENT = #4 rebar @ 16" O.C.E.W.
TYPICAL THICKENED EDGE
12"6"
14"
MIN
6"
CONCRETE PAVEMENT DIMENSIONS
1/4"
3"
8"8"
6"
TYPICAL CONTRACTION
JOINT
1/4"
JOINT
3"
4"
TYPICAL ISOLATION (EXPANSION) JOINT
1/2"
JOINT
FULL
DEPTH
8"DOWEL RODS = 18" #5 SMOOTH BARS
GREASED BOTH SIDES
NOTES:
1.THE REINFORCEMENT ONLY NEEDS TO BE INCLUDED IN ODD-SHAPED SLABS
AND SLABS CONTAINING STRUCTURES (LIGHTS, BOLLARDS, ETC.).
2.THE CONTRACTOR SHALL SUBMIT A WRITTEN PLAN BEFORE PLACEMENT OF
CONCRETE TO OUTLINE HIS/HER PLAN FOR INSTALLATION OF JOINTS AND
DOWELS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
3.ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH
OF 4,000 PSI MIN. (ASTM C39).
4.CONTRACTION JOINTS: SHALL BE SPACED AT 10' O.C.E.W. MAX. OR AS
INDICATED ON THE PLAN, EXCEPT WHERE EXPANSION AND CONSTRUCTION
JOINTS ARE LOCATED. REFER TO SPECIFICATION 321313 FOR ADDITIONAL
INFORMATION.
5.ISOLATION (EXPANSION) JOINTS: FORM ISOLATION JOINTS OF PREFORMED
JOINT FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS,
MANHOLES, INLETS, STRUCTURES, WALKS, OTHER FIXED OBJECTS, AND
WHERE INDICATED. INSTALL DOWEL RODS IN ISOLATION JOINTS WHEREVER
ABUTTING TO CONCRETE PAVEMENT SLABS.
6.CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END
TERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS
ARE STOPPED FOR MORE THAN 1/2 HOUR, UNLESS PAVING TERMINATES AT
ISOLATION JOINTS. INSTALL DOWEL RODS 18-IN ON CENTER ALONG
CONSTRUCTION JOINTS.
7.DOWEL RODS: DOWEL RODS SHALL BE EPOXY COATED AND PLACED 18" O.C.
EPOXY COATED DOWEL BASKETS ARE AN ACCEPTABLE ALTERNATIVE.
SUBMIT FOR SHOP DRAWING REVIEW.
8.FABRIC JOINT FILLER AND CAULK SEALANT: INSTALL AT ALL ISOLATION
JOINTS AND THICKENED EDGES.
9.INSTALL THICKENED EDGES ALONG ALL EDGES / SIDES OF CONCRETE
PAVEMENT.
INSERT FABRIC JOINT
FILLER FULL DEPTH
REINFORCEMENT
SHALL NOT PASS
THRU JOINT
REINFORCEMENT
SHALL NOT
PASS THRU
JOINT
1/4" WIDE x 3" DEEP
JOINT W/ 1/8" RADII.
SEAL WITH PAVEMENT
CAULK TO 1/8" BELOW
PAVEMENT ELEV
DOWEL ROD: 18" #5 SMOOTH BAR
18" O.C. GREASED BOTH SIDES.
ABC
AGGREGATE
BASE
COMPACTED
SUBGRADE
CONCRETE PAVEMENT
SLAB
SLAB REINFORCING
1/4" WIDE x 3" DEEP
JOINT W/ 1/8" RADII
CAULK 3/8" DEPTH.
RECESSED 1/8" BELOW
TOP OF PAVEMENT
THICKENED EDGE
13"
INSTALL DOWEL RODS
IN ISOLATION JOINTS
WHEREVER ABUTTING
TO CONCRETE
PAVEMENT SLABS.
6"
6"
6"
HEAVY DUTY CONCRETE PAVEMENT
NO SCALE
SEE SITE PLAN
SEE SITE PLAN
8"
6"
4"
4"
1/4" PER FT CROSS SLOPE
1/4" PER FT CROSS SLOPE
TYPICAL CONTROL JOINTTYPICAL EXPANSION JOINT
PAVEMENT
RI
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TYPICAL SECTION
TYPICAL SECTION AT PAVEMENT
NOTES:
1.PROVIDE GROOVE CONTROL JOINT 1" DEEP WITH 1/8" RADII IN SIDEWALK AT
5' INTERVALS UNLESS INDICATED OTHERWISE.
2.PROVIDE 1/2" WIDE EXPANSION JOINT AT 30' INTERVALS.
3.PROVIDE 1/2" WIDE EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANY
RIGID STRUCTURE.
4.SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
5.ALL CONCRETE SIDEWALKS SHALL BE 4,000 P.S.I. MIN. WITH BROOM FINISH.
6.INSTALL SIDEWALK OVER 4" OF ABC STONE.
7.WHERE SIDEWALK ABUTS GRASS OR MULCH, THERE SHALL BE 1.5" OF
RELIEF FROM THE TOP OF SIDEWALK TO THE GROUND.
4"
1/2"
JOINT
FULL
DEPTH
COMPACTED
ABC STONE
1/2" EXPANSION
JOINT W/ FIBER
JOINT FILLER AND
CAULK AT ALL
RIGID OBJECTS
1/2" EXPANSION JOINT W/
FIBER JOINT FILLER AND
CAULK AT ASPHALT AND
CONCRETE PAVEMENTS
PROVIDE 6"X8"
THICKENED EDGE
WHEN LEVEL WITH
ANY PAVEMENTS
(INCLUDING
GRAVEL) AND 1/2"
EXPANSION JOINT
W/ JOINT FILLER
COMPACTED
ABC STONE
INSERT FIBER JOINT
FILLER FULL DEPTH 1/4" WIDE x 1.5" DEEP
GROOVED JOINT
W/ 1/8" RADII
8"
6"
6"
4"
4"
SEE PLAN
CONCRETE SIDEWALK
NO SCALE
12"
6"
6"7"
R3"
6"12"R12"
R18"
18" CURB & GUTTER
NO SCALE
18"12"
6"
NOTE:
CONTRACTION JOINTS SHALL CONFORM TO NCDOT STANDARDS
3000 PSI CLASS A CONCRETE
6" CABC STONE
6"
R=10"
4" MIN
ROLLED FACE CURB & GUTTER (SECTION)
R=10"
FINISH GRADE
(REFER TO PLAN)
INSTALL 4" MIN. DEPTH OF
ABC STONE UNDER CURB
CONCRETE TO BE 4,000
PSI MIN.
TOP OF ASPHALT
6"
18"
MATCH TO
EXISTING
CURB
NO SCALE
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.1
NO
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SHUT
6" DIA.
30
"
36
-
3
/
4
"
TR
E
N
C
H
DE
P
T
H
5-
1
/
8
"
12" DIA.
TO RISER ROOM
FIELD ADJUSTMENT INSTRUCTIONS
1.REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY.
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM OF THE STANDPIPE FOR THE
GROUND LINE TO
MATCH UP WITH STANDPIPE GROUND LINE MARK.
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9" ABOVE THE TOP OF THE
STANDPIPE.
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE APPROPRIATE VALVE SIZE.
5. RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY.
6. ALL PIV(s) SHALL BE INSTALLED WITH AN ELECTRONICALLY CONTROLLED
TAMPER SWITCH.
POST INDICATOR VALVE & TAPPING SLEEVE
1 1/4" SQ.
BODY
WATER PROOF PIV
TAMPER
1/2" GALV CONDUIT
FOR PIV TAMPER TO
ALARM PANEL.
STANDPIPE
(PAINTED RED)
CONCRETE PAD
3' X 3'
GROUND LINE
NO SCALE
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.2
NO
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FIRE DEPARTMENT CONNECTION AND WATER MANHOLE
ROADWAYFINISHED GRADE
30" TO
42"
FIRE DEPARTMENT
CONNECTION (5" STORZ)
3'-6"
MINIMUM
FLOOR
WALL
NOTES:
1. STORZ FIRE DEPARTMENT CONNECTION MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
2. TWO 3/4 INCH STAINLESS STEEL RODS ON EACH PIPE SEGMENT MAY BE SUBSTITUTED FOR WEDGE ACTION
RESTRAINTS.
3. SPRING LOADED BALL DRIP VALVE SHALL BE INSTALLED VERTICALLY IN FRONT OF CHECK VALVE DISC. AN
ADDITIONAL FITTING MAY BE REQUIRED SO THAT DRIP VALVE IS VERTICAL.
THRUST BLOCK
(TYPICAL)
6"x 18"
CONCRETE
SLEEVE
STANDARD 4-FT MANHOLE
RING AND COVER.
NOTE: COVER SHOULD BE
LABELED WATER.
AWWA C 508
SWING CHECK
VALVE WITH
SPRING LOADED
BALL DRIP VALVE
FLANGE
JOINT
(TYPICAL)
TO SPRINKLER
RISER
12" OF #57 WASHED STONE
12"MIN.
36" UNOBSTRUCTED CLEARANCE
2'-0" MINIMUM, 15'-0"
MAXIMUM FROM CURB
OR EDGE OF PAVEMENT
(REFER TO PLANS)
CMU SUPPORT
OR PIPE STAND
NO SCALE
WATER MAIN
WATER VALVE
RODDING (TYP)
RPZ
R/
W
O.S.& Y. RISING STEM
OR INDICATING
BUTTERFLY VALVE
9.5' MIN.
THRUST
BLOCKING
REFER TO
W-8
DIP
DI
P
DI
P
FDC
OUTSIDE
ENCLOSURE
IF THE TAP IS TO A PUBLIC
MAIN, A SERVICE VALVE
MUST BE PLACED BEHIND
THE RIGHT OF WAY PRIOR
TO THE BFP. 2 POSSIBLE
LOCATIONS ARE SHOWN.
VALVE BOX
(TYP) REFER
TO W-19
12" MIN
ALL
SIDES
12" MIN
ALL SIDES
60" MAX
1. ALL ABOVE GROUND ENCLOSURES MUST HAVE ADEQUATE DRAINAGE (TWICE THE
DIAMETER OF THE SUPPLY PIPE) TO DAYLIGHT ABOVE GRADE.
2. REDUCED PRESSURE BACKFLOW PRESENTERS MAY BE LOCATED IN A BUILDING PROVIDED
THERE ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING.
DRAINAGE IN A BUILDING MUST BE TWICE THE DIAMETER OF THE SUPPY PIPE.
3. ABOVE GROUND INSULATED VAULTS MUST BE ASSE 1060 APPROVED ABOVE GROUND
ENCLOSURES. SEE CROSS CONNECTION MANUAL FOR ENCLOSURE FREEZE PROTECTION AND
CERTIFICATION REQUIREMENTS.
4. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES THAT ARE REMOVED TO PREVENT
FREEZING IN THE WINTER MONTHS MUST BE CAPPED OFF. ALL ABOVE GROUND ASSEMBLIES,
EXCEPT RESIDENTIAL LAWN IRRIGATION ASSEMBLIES, MUST BE PROTECTED FROM FROST.
6. FOR ENCLOSURE DIMENSIONS SEE DETAIL W-34.
7. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
8. ALL ASSEMBLIES MUST BE ON THE CURRENT APPROVAL LIST.
4" THICK
CONCRETE
PAD
NOT TO SCALE
TYPICAL REDUCED PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY
BALL DRIP
QUARTER TURN
BALL VALVE
MAX.4"
LAY FROM HYDRANT TO FDC
3)-FDC TO FACE FIRE APPARATUS ACCESS LOCATION (DRIVEWAY)
BRASS, STAINLESS STEEL, OR ALUMINIUM
1)-ALL PIPING AND FITTINGS TO BE DUCTILE IORN, GALVANIZED
2)-40' MAX. FROM FDC TO APPARATUS ACCESS LOCATION
4)-DO NOT BLOCK APPARATUS ACCESS TO BUILDING WITH HOSE
TYPICAL NOTES:
FDC
5)-MINIMUM DISTANCE 3 FEET BEHIND CURB, PROTECT FROM VEHICLES
6)-PROVIDE HEAT AND ALARM SUPERVISION TO HOT BOX (2 CONDUITS)
7)-COMPLY WITH PUBLIC UTILITIES HANDBOOK REQUIREMENTS
12" Minimum
F
E
B
F
E
B
C
O
ESOLCNPOEESOEPOLCN
MODEL 6628 RAL (6") OR EQUAL
GUARDIAN MODEL 6625 RAL (4")
W/ CAP SECURED W/ CHAIN
30 DEGREE FIXED (NON-SWIVEL)
5" STORZ CONNECTION
FI
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D
AB
O
V
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36
"
T
O
4
2
"
GR
A
D
E
MINIMUM 4' DRY PIPE TO FDC
HEATER WITH THERMOSTAT
FIRE ALARM SUPERVISORY CKT.
HEATER ELECTRICAL CKT.
PIPE STAND
END1
END3
PIPE STAND
FROM CITY WATER SUPPLY
TO FIRE SYSTEM
12" Minimum
MODEL 6628 RAL (6") OR EQUAL
GUARDIAN MODEL 6625 RAL (4")
W/ CAP SECURED W/ CHAIN
30 DEGREE FIXED (NON-SWIVEL)
5" STORZ CONNECTION
FI
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AB
O
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E
36
"
T
O
4
2
"
GR
A
D
E
MINIMUM 4' DRY PIPE TO FDC
NOT TO SCALE
HOTBOX BACKFLOW W/ FDC MOUNTED
Ball Drip @
Low Point
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.3
NO
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SEWER PIPE BEDDING
CLL18"
C
6"
12"
O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
CLASS D
SPRING LINE
MINIMUM SIDE CLEARANCE
MAXIMUM SIDE CLEARANCE
6"
12"O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
HDPE & PVC PIPE
CLASS B
6"
12"
DIP, CIP AND RCP
6"
12"
NOTES
1.FOR TRENCHES REQUIRING SHORING AND BRACING,
DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF
THE SHORING AND BRACING.
2.NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN
INITIAL BACKFILL.
3.ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE
MATERIAL.
4.BACKFILL SHALL BE TAMPED IN 6" LAYERS.
5.IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER
EXCAVATE ROCK A MIN. OF 6" AND BACK FILL WITH NO. 57
STONE TO THE BOTTOM OF PIPE.
6"
FINAL
BACKFILL
(SEE
SPECIFICATIONS)
INITIAL BACKFILL
COMPACTED IN
6" MAX. LIFTS AS
SPECIFIED
METALLIC LOCATOR TAPE SHALL BE INSTALLED
FOR ALL DIP PIPE 18" BELOW FINISHED GRADE
FINISHED
GRADE
FINISHED
GRADE
No 57 STONE
WORK WELL
UNDER BOTTOM
OF PIPE.
12"12"
NO SCALE
ENCAPSULATED STEEL STEP
9"
M
I
N
.
x
x
x
x
x
2"
12" M
I
N
.
SECTION
x
x
x
x
x
CORROSION RESISTANT
MATERIAL
1/2" DIAMETER
STEEL ROD
NOTES:
1. VERTICAL SPACING = 16"
O.C., ON VERTICAL WALL
ONLY.
2. STEPS TO PROTRUDE 5"
FROM FACE OF STRUCTURE
WALL,
AND SHALL WITHSTAND A
VERTICAL LOAD OF 400 LBS.
AND A
HORIZONTAL PULL-OUT
LOAD OF 1000 LBS. WHEN
INSTALLED.
3. ALL STEPS SHALL BE
VERTICALLY ALIGNED IN A
STRAIGHT LINE.
MANHOLE STEPS
NO SCALE
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.4
NO
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COVER BOTTOM VIEW
MINIMUM WEIGHTS
TOTAL
COVER
RING
120
300
180
COVER TOP VIEW
SECTION "B-B"
ALL FILLETS
@ R 1/4"
23 1/2"
2 1/8"
3"
4"
3"
1"
24 3/4" MIN.
33 1/4"
1"
7
1
/
2
"
25 1/4"
23 3/4"3/4" MIN.
A
RING TOP VIEW
SECTION "A-A"
SPECIFICATIONS:
1.CASTINGS TO BE GREY IRON MEETING ASTM A48 CLASS 30.
2.CASTINGS TO BE PAINTED IN BLACK ENAMEL PAINT.
3.ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE.
4.DOMESTICALLY MADE & MANUFACTURED IN THE USA.
ALTERNATE LETTERING
1 1/4" RAISED LETTERING
(RECESSED FLUSH)
11
/
1
6
"
MI
N
.
(2) OPEN PICKHOLES
1" DIAMETER
A
B B
1/2" MINIMUM
1/2"
SEWE R
SA N I TA
R
Y
WAT ER SEWERS
T OR
M
STANDARD MANHOLE RING AND COVER
NO SCALE
Project No.
56398
Date:
Sheet No.
GO
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.5
NO
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CLL6-24"
C
6"
12"
O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
CLASS D
SPRING LINE
MINIMUM SIDE CLEARANCE
MAXIMUM SIDE CLEARANCE
6"
12"O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
HDPE & PVC PIPE
CLASS B
6"
12"
DIP, CIP AND RCP
6"
12"
NOTES
1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL
BE TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2.NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3.ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4.BACKFILL SHALL BE TAMPED IN 6" LAYERS.
5.IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK
A MIN. OF 6"CHS AND BACK FILL WITH NO. 67 STONE TO THE BOTTOM OF
PIPE.
6"
FINAL
BACKFILL (SEE
SPECIFICATIONS)
INITIAL BACKFILL
COMPACTED IN
6" MAX. LIFTS AS
SPECIFIED
METALLIC LOCATOR TAPE SHALL BE
INSTALLED FOR ALL PIPE 6-24" BELOW
FINISHED GRADE
FINISHED
GRADE
FINISHED
GRADE
No 57 STONE
WORK WELL
UNDER BOTTOM
OF PIPE.
12"12"
STORM SEWER TRENCHES
12"
MIN.
10"SQ. x 4"THICK
3000 PSI CONCRETE SLAB
(IF NOT IN PVMT.)
CLEANOUT
4" - RECESSED
REMOVABLE
THREADED PLUG
4" SCH 40 PVC
WYE WATERTIGHT
CONNECTION
1% MIN.
S
L
O
P
E
SEE NOTE #7
ON DOWNSPOUT
COLLECTOR NOTES
(THIS DRAWING)
SEE NOTE #8
ON DOWNSPOUT
COLLECTOR NOTES
(THIS DRAWING)
REFER TO PLUMBING
DRAWINGS FOR DRAIN
CONNECTION
45° BEND
(SCH 40
PVC) SEE
NOTE #9
45° WYE
ROOF DRAIN COLLECTOR
NO SCALE
DOWNSPOUT COLLECTOR NOTES:
1.CONNECT ALL BUILDING DOWNSPOUTS INTO THE ROOF DRAIN COLLECTOR SYSTEM OR DIRECTLY INTO
THE STORM SEWER SYSTEM.
2.THE ROOF DRAIN COLLECTOR SYSTEM IS SMOOTH-LINED, CORRUGATED POLYETHYLENE PIPE LAID AT
MINIMUM SLOPES AS INDICATED.
3.PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS ARE 6" PROVIDE MINIMUM 6" PIPE SIZE 5' OUTSIDE
BUILDING. ALL OTHER DRAIN PIPES ARE SIZED AS INDICATED INCREASING IN SIZE FROM UPSTREAM TO
DOWNSTREAM.
4.PROVIDE CLEANOUTS AS INDICATED AND AS REQUIRED BY LOCAL BUILDING CODE.
5.MAKE CONNECTIONS INTO CONCRETE PIPES WITH A FLEXIBLE WATERTIGHT TEE CONNECTOR THAT IS
MECHANICALLY EXPANDED INTO A CORDED OPENING. CONNECTOR SHALL BE KOR-N-TEE OR APPROVED
EQUAL.
6.MAINTAIN ADEQUATE OUTFALL FOR ROOF DRAIN DURING AND AFTER THE COMPLETION OF
CONSTRUCTION.
7.MINIMUM DEPTH OF COVER SHALL BE ONE (1) FOOT. FOR ALL DEPTHS OF COVER LESS THAN TWO (2)
FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE
PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.
8.MAINTAIN A WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS BELOW GRADE.
9.INSTALL THE DOWNSPOUT COLLECTOR DRAIN BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE
BUILDING. THE SITE WORK CONTRACTOR IS RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE 45°
BEND. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DOWNSPOUTS ON BUILDING
EXTERIOR WALLS.
DOWNSPOUT COLLECTOR
NO SCALE FLARED END SECTION
D
12"
15"
DIMENSIONS FOR END SECTIONS
18"
24"
30"
36"
42"
48"
54"
60"
T
1 7
8"
1 7
8"
2"
2 1
2"
2 34"
3"
3 12"
4"
5 1
2"
6"
A B C E F
6'-1"
6'-1"
H:V
3:1
WT.
730
730
1190
1770
2380
5320
5920
7470
8810
11180
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
6'-1"
6'-2"
6'-2"
8'-2"
8'-2"
8'-2"
8'-5"
8'-5"
2'-0"
2'-6"
3'-0"
4'-0"
5'-0"
6'-0"
6'-6"
7'-0"
8'-0"
8'-6"
4'-1"
3'-10"
3'-10"
2'-6"
1'-8"
2'-11"
2'-11"
2'-2"
3'-2"
3'-5"
2'-0"
2'-3"
2'-3"
3'-8"
4'-6"
5'-3"
5'-3"
6'-0"
5'-3"
5'-0"
"
6"
9"
10"
1'-0"
1'-3"
1'-10"
2'-1"
2'-4"
2'-7"
D
12"
15"
FLARED END SECTIONS - REINFORCEMENT
18"
24"
30"
36"
42"
48"
QTY. & DIM. OF RODS STEEL #'S
3.0
3.0
3.0
4.5
8.0
10.7
(2) #3X4'-0" SIDE RODS
(2) #3X4'-0" SIDE RODS
(2) #3X4'-0" SIDE RODS
(2) #3X6'-0" SIDE RODS
(2) #4X6'-0" SIDE RODS
(2) #4X8'-0" SIDE RODS
(2) #4X8'-0" SIDE RODS
(2) #4X6'-0" SIDE RODS
10.7
10.7
FABRIC
18" 2X8 - X2.1 X X1.7
18" 2X8 - X2.1 X X1.7
18" 2X8 - X2.1 X X1.7
24" 2X8 - X2.9 X X2.9
30" 2X8 - X4.0 X X2.9
42" 2X8 - X4.0 X X2.9
48" 2X8 - X4.5 X X2.9
48" 2X8 - X4.5 X X2.9
GENERAL NOTES:
1.END SECTIONS TO BE USED AS
SHOWN BY PLANS OR AS DIRECTED
BY THE ENGINEER.
2.CHAMFER ALL EXTERIOR CORNERS 1"
3.FLARED END SECTIONS ARE
NORMALLY USED ON PIPES WITH
SKEW ANGLES FROM 75' TO 105'.
4.FLARED END SECTIONS - END
CONFIGURATION
5.INLET LOCATION - TONGUE
6.OUTLET LOCATION - GROOVE
SIDEBAR
BAR AND/OR
STEEL FABRIC
REINFORCEMENT
6"
AT
PLAN
SECTION
END VIEW
D
T
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T
TBC
BACKRODS
2'
1'-6"
3:1
D
T
T
D
NO SCALE
NO SCALE
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.6
NO
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CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN VIEW
35' MIN.
ROADWAYEXISTING
50' MIN.
GREATER.
NEW CONSTRUCTION15' MIN.
12" MIN.
2"-3" STONE TO BE USED(SURGE STONE OR RAILROADBALLAST)
BUT SUFFICIENT TO KEEPSEDIMENT ON SITE
FABRIC UNDER STONE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER
THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE
WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING CONSTRUCTION SITE.
ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF
SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH
STONE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
EXISTING
6" MIN.
35' MIN.
NEW CONSTRUCTION15' MIN.
12" MIN.
FABRIC UNDER STONE ENTRANCE GRADE
GREATER
THAN 2%6" TO 8" STONE RIDGE
ROADWAY
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIAMETER
WASHED STONE
NOTES:
1.INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2.LOCATE REINFORCED OUTLET AT LOW POINTS OF
SILT FENCE BARRIER.
3.PLACE RIP RAP WITH CARE. DO NOT TEAR SILT
FENCE FABRIC.
MAINTENANCE NOTES:
1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE
STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.
2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
BURY WIRE FENCE AND
HARDWARE CLOTH
BURY 6" OF UPPER
EDGE OF FILTER
FABRIC IN TRENCH
3' FILTER FABRIC
ON GROUND
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
18" MINIMUM
HEIGHT OF
STONE
4' MIN.SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE
POST SET MAX 2'
APART MIN. 18"
INTO SOLID
GROUND
SECTION VIEW
FRONT VIEW
HARDWARE CLOTH
GRASS SPECIES BLEND PLANTING RATE
85%1%
GRASS SPECIES BLEND PLANTING RATE MIN. % PURE
SEED
MAX. % WEED
SEED
50-LBS PER
1-ACRE 85%
TEMPORARY SEED SCHEDULE (Jan 1 - May 1)
ANNUAL RYE GRASS 1%
TEMPORARY SEED SCHEDULE (May 1 - Sept 30)
MIN. % PURE
SEED
MAX. % WEED
SEED
30-LBS PER
1-ACRE
GERMAN MILLET
TEMPORARY SEEDING SPECIFICATIONS
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, AND
BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME
COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
SEEDBED PREPARATIONS
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM.
WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES.
·LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND
AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE-TEXTURED SOILS IS
USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED
NOT BE LIMED.
·FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,00 LB/ACRE.
BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND
FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
·SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING
(REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.03, SURFACE ROUGHENING).
PLANT SELECTION
·SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR
SUMMER, AND TABLE 6.10C FOR FALL.
·IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDING HAVE POOR CHANCES OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE
RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH.
SEEDING
·EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES
6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEL SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND
BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
·SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE
COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE
A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER
HARSH SITE CONDITIONS (REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.14, MULCHING). HARSH
SITE CONDITIONS INCLUDE:
·SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE),
·SLOPES STEEPER THAN 3:1,
·EXCESSIVELY HOT OR DRY WEATHER,
·ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND
·AREAS RECEIVING CONCENTRATED FLOW.
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AND IN CHANNELS, ANCHOR MULCH WITH NETTING (REFER TO THE NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.14, MULCHING).
TEMPORARY SEEDING MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM
TRAFFIC AS MUCH AS POSSIBLE.
GRASS SPECIES BLEND PLANTING RATE
98% 1%
PERMANENT SEED SCHEDULE (MAY 1-AUGUST 15)
MIN. % PURE
SEED
MAX. % WEED
SEED
200-LBS PER
1-ACRE
HULLED SUNSTAR OR RIVIERA
BERMUDA
NOTES:
1.PERMANENT SEEDING FOR THIS PROJECT
SHALL OCCUR BETWEEN MAY 1-AUGUST 15.
ADJUSTED AS NECESSARY FOR ADEQUATE
GROUND TEMPERATURES. GROUND
TEMPERATURES SHALL BE IN THE RANGE OF
60-80 DEGREES FOR GERMINATION.
2.REFER TO SPECIFICATION SECTION 329200
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GRASS SPECIES BLEND PLANTING RATE MIN. % PURE
SEED
MAX. % WEED
SEED
50-LBS PER
1-ACRE 85%
TEMPORARY SEED SCHEDULE (Oct 1 - Dec 30)
ANNUAL RYE GRASS 1%
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGES AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REINFORCED SILT FENCE OUTLET
NO SCALE
TEMPORARY/PERMANENT SEEDING
NO SCALE
4'
M
A
X
.
STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
10' MAX
TREE PROTECTION FENCING N.T.S.
SIGNS SPACED 75' O.C.
Prohibido Entrar
los arboles/
Zona Protectora para
No TrespassingTree Protection Area/
TREE PROTECTION FENCE
NO SCALE
FRONT VIEW
SIDE VIEW
8" DOWN AND 4" FORWARD
ALONG TRENCH
8" MINIMUM COVER OVER
SKIRT *
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32
"
M
I
N
.
W
I
D
T
H
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
MINIMUM 10 GAUGE
LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
3'-0"
2'-0"
24"
8'-0" MAXIMUM
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE
NO SCALE
FIL
L
S
L
O
P
E
WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCHVAR.
2' - 10'
VAR.
0' - 2'
CROSS SECTIONAL VIEW
2:1
M
A
X
.
2:1 M
A
X
.
12"
NOTES:
2' MIN.
12"
1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
2:1
M
A
X
.
2:
1
M
A
X
.
TEMPORARY DIVERSIONS
DIVERSION DITCH
NO SCALE
GRAVEL CONSTRUCTION ENTRANCE
NO SCALE
DITCH BOTTOM WIDTHRIGHT SLOPE LEFT SLOPEFLOW DEPTH(FT)(H:V)(H:V)(FT)SLOPE(%)TOTAL FLOW(CFS)
A 2.04 0.5 0 3:1 3:1 1.00
TEMPORARY LINER
JUTE NET
B 1.70 0.5 0 3:1 3:1 1.00 JUTE NET
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.7
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
CROSS SECTION
PROPOSED STREET,
25' OR WIDTH OF
WHICHEVER IS
EXISTING ROADWAY
6" MIN.
PLAN VIEW
35' MIN.
ROADWAYEXISTING
50' MIN.
GREATER.
NEW CONSTRUCTION15' MIN.
12" MIN.
2"-3" STONE TO BE USED(SURGE STONE OR RAILROADBALLAST)
BUT SUFFICIENT TO KEEPSEDIMENT ON SITE
FABRIC UNDER STONE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE
MUD IS NOT REMOVED BY THE VEHICLE TRAVELING OVER
THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE
WASHED BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD
OR SEDIMENT FROM LEAVING CONSTRUCTION SITE.
ENTRANCE WILL REQUIRE PERIODIC REMOVAL OF
SEDIMENT-LADEN STONE AND REPLACEMENT WITH FRESH
STONE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
TWO-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
EXISTING
6" MIN.
35' MIN.
NEW CONSTRUCTION15' MIN.
12" MIN.
FABRIC UNDER STONE ENTRANCE GRADE
GREATER
THAN 2%6" TO 8" STONE RIDGE
ROADWAY
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIAMETER
WASHED STONE
NOTES:
1.INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2.LOCATE REINFORCED OUTLET AT LOW POINTS OF
SILT FENCE BARRIER.
3.PLACE RIP RAP WITH CARE. DO NOT TEAR SILT
FENCE FABRIC.
MAINTENANCE NOTES:
1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE
STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.
2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
BURY WIRE FENCE AND
HARDWARE CLOTH
BURY 6" OF UPPER
EDGE OF FILTER
FABRIC IN TRENCH
3' FILTER FABRIC
ON GROUND
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE.
18" MINIMUM
HEIGHT OF
STONE
4' MIN.SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE
POST SET MAX 2'
APART MIN. 18"
INTO SOLID
GROUND
SECTION VIEW
FRONT VIEW
HARDWARE CLOTH
GRASS SPECIES BLEND PLANTING RATE
85%1%
GRASS SPECIES BLEND PLANTING RATE MIN. % PURE
SEED
MAX. % WEED
SEED
50-LBS PER
1-ACRE 85%
TEMPORARY SEED SCHEDULE (Jan 1 - May 1)
ANNUAL RYE GRASS 1%
TEMPORARY SEED SCHEDULE (May 1 - Sept 30)
MIN. % PURE
SEED
MAX. % WEED
SEED
30-LBS PER
1-ACRE
GERMAN MILLET
TEMPORARY SEEDING SPECIFICATIONS
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS, DIKES, WATERWAYS, AND
BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. IF SOILS BECOME
COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW.
SEEDBED PREPARATIONS
GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM.
WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES.
·LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND
AGRICULTURAL LIMESTONE AT THE RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINE-TEXTURED SOILS IS
USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED
NOT BE LIMED.
·FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,00 LB/ACRE.
BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND
FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION.
·SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED,
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING
(REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.03, SURFACE ROUGHENING).
PLANT SELECTION
·SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM TABLE 6.10A FOR SEEDING IN LATE WINTER AND EARLY SPRING, TABLE 6.10B FOR
SUMMER, AND TABLE 6.10C FOR FALL.
·IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDING HAVE POOR CHANCES OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE
RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH.
SEEDING
·EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES
6.10A-6.10C. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEL SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND
BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION.
·SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE
COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE
A WOOD FIBER (CELLULOSE) MULCH.
MULCHING
THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS, AND IS ESSENTIAL TO SEEDING SUCCESS UNDER
HARSH SITE CONDITIONS (REFER TO THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.14, MULCHING). HARSH
SITE CONDITIONS INCLUDE:
·SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE),
·SLOPES STEEPER THAN 3:1,
·EXCESSIVELY HOT OR DRY WEATHER,
·ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND
·AREAS RECEIVING CONCENTRATED FLOW.
IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AND IN CHANNELS, ANCHOR MULCH WITH NETTING (REFER TO THE NCDEQ
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, PRACTICE 6.14, MULCHING).
TEMPORARY SEEDING MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM
TRAFFIC AS MUCH AS POSSIBLE.
GRASS SPECIES BLEND PLANTING RATE
98% 1%
PERMANENT SEED SCHEDULE (MAY 1-AUGUST 15)
MIN. % PURE
SEED
MAX. % WEED
SEED
200-LBS PER
1-ACRE
HULLED SUNSTAR OR RIVIERA
BERMUDA
NOTES:
1.PERMANENT SEEDING FOR THIS PROJECT
SHALL OCCUR BETWEEN MAY 1-AUGUST 15.
ADJUSTED AS NECESSARY FOR ADEQUATE
GROUND TEMPERATURES. GROUND
TEMPERATURES SHALL BE IN THE RANGE OF
60-80 DEGREES FOR GERMINATION.
2.REFER TO SPECIFICATION SECTION 329200
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GRASS SPECIES BLEND PLANTING RATE MIN. % PURE
SEED
MAX. % WEED
SEED
50-LBS PER
1-ACRE 85%
TEMPORARY SEED SCHEDULE (Oct 1 - Dec 30)
ANNUAL RYE GRASS 1%
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGES AREAS IMMEDIATELY. TOPDRESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REINFORCED SILT FENCE OUTLET
NO SCALE
TEMPORARY/PERMANENT SEEDING
NO SCALE
4'
M
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STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
10' MAX
TREE PROTECTION FENCING N.T.S.
SIGNS SPACED 75' O.C.
Prohibido Entrar
los arboles/
Zona Protectora para
No TrespassingTree Protection Area/
TREE PROTECTION FENCE
NO SCALE
FRONT VIEW
SIDE VIEW
8" DOWN AND 4" FORWARD
ALONG TRENCH
8" MINIMUM COVER OVER
SKIRT *
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32
"
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USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
NEVER IN AREAS OF CONCENTRATED FLOW.
MINIMUM 10 GAUGE
LINE WIRES
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
3'-0"
2'-0"
24"
8'-0" MAXIMUM
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE
CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE
NO SCALE
FIL
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WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCHVAR.
2' - 10'
VAR.
0' - 2'
CROSS SECTIONAL VIEW
2:1
M
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.
2:1 M
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.
12"
NOTES:
2' MIN.
12"
1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
2:1
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2:
1
M
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TEMPORARY DIVERSIONS
DIVERSION DITCH
NO SCALE
GRAVEL CONSTRUCTION ENTRANCE
NO SCALE
DITCH BOTTOM WIDTHRIGHT SLOPE LEFT SLOPEFLOW DEPTH(FT)(H:V)(H:V)(FT)SLOPE(%)TOTAL FLOW(CFS)
A 2.04 0.5 0 3:1 3:1 1.00
TEMPORARY LINER
JUTE NET
B 1.70 0.5 0 3:1 3:1 1.00 JUTE NET
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.7
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SILT FENCE DOWNSTREAM OF
WASHOUT AREA
HAY BAILS DOWNSTREAM OF
WASHOUT AREA
IMPERVIOUS LINER
UNDER ENTIRE WASHOUT AREA
NOTES:
1.LOCATE WASH-OUT AREA AT LEAST 50' FROM
OPEN WATERS AND DRAINAGE INLETS.
2.LINE LIMITS OF TEMP CONCRETE WASH OUT
AREA WITH IMPERVIOUS LINER OF 8-MIL
LAMINATED PLASTIC GEOTEXTILE FABRIC
(DURA-SKRIM 8BW OR APPROVED EQUAL).
3.ADD STRAW BAILS ON DOWN-GRADIENT END OF
LINER.
4.PROPERLY DISPOSE OF DRIED CONCRETE AND
RESTORE AREA TO FINAL GRADES AND
SURFACES AT COMPLETION OF CONSTRUCTION.
FLOW
PIN/KEY IN LINER TO
SECURE TO GROUND PIN/KEY IN LINER TO
SECURE TO
GROUND
EXIS
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SECTION
PLAN
MAINTENANCE NOTES:
1.INSPECT AREA REGULARLY AND AFTER EACH RAIN EVENT
AND MAKE REPAIRS PROMPTLY.
2.ENSURE CONCRETE IS BEING CAPTURED AND IS NOT
FLOWING THROUGH OR AROUND BARRIERS.
3.REPLACE HAY BALES AND SILT FENCE THAT NO LONGER
DRAIN OR FILTER EFFICIENTLY.
4.REPLACE OR PATCH IMPERVIOUS LINER THAT IS
BECOMES DAMAGED. RE-ANCHOR LINER AS NEEDED.
5.REMOVE ACCUMULATED DRIED CONCRETE THAT IS
IMPEDING DRAINAGE OR REDUCING STORAGE VOLUME.
DISPOSE OF WASTE CONCRETE PROPERLY.
EXTEND LINER OVER HAY BALES
AND STAPLE IN
IMPERVIOUS
LINER
SLOPE
SLO
P
E
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
4. MAINTAIN ENERGY DISSIPATERS INSTALLED
DURING EARLY SITE WORK THROUGHOUT THE
CONSTRUCTION AREA.
A A
I.D.
3 TIMES I.D. (W2)
PLAN VIEW
SECTION 'A-A'FILTER
FABRIC
d
LPIPE
PIPE
MAINTENANCE
RIP RAP SHOULD BE
INSPECTED PERIODICALLY FOR
SCOUR OR DISLODGED
STONES. CONTROL OF WEED
AND BRUSH GROWTH MAY BE
NEEDED IN SOME LOCATIONS.W1
ENERGY DISSIPATER SCHEDULE
PIPE SIZEW1 (FT)W2 (FT)LENGTH
(FT)
THICKNESS
(IN). (d)
STONE
CLASS
D50 SIZE
(IN.)
CONCRETE WASHOUT AREA
NO SCALE RIPRAP OUTLET PROTECTION
NO SCALE
BAFFLES
TETHER TO BERM W/ ROPE
TOP OF DAM
DITCH AND BURY TARP
EDGE (MIN. 12")
WEIR LENGTH
10' MIN
TARP PROTECTION
BAFFLES EMERGENCY
SPILLWAY
ELEVATION
HDPE OUTLET
PIPE
TOP OF BERM
SKIMMER
CROSS SECTION
SECTION THRU SPILLWAY
SEDIMENT
STORAGE
ZONE
VENT
SCREEN
ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
ROCK PAD AT
SKIMMER BASE
(FILL TO TOP OF
SEDIMENT
STORAGE)
ROCK PAD AT
SKIMMER BASE
5' MIN. WIDTH
EMBANKMENT
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
FLEXIBLE JOINT
(RADIATOR HOSE)
PROPOSED STORM
STRUCTURE
IMPERMEABLE
LINER TO BE
INSALLED
CONSTRUCTION SEQUENCEMAINTENANCE NOTES:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (ONEHALF INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONEHALF THE HEIGHT OF THE
FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN
THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. REANCHOR THE
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER
IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE
SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER
OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.
ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE
CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE
ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL
WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT
THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.
SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
1.CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT.
REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR
DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL
AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2.ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION,
ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED
9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR
SETTLEMENT.
3.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING
INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT
UNDER THE SKIMMER OF STONE OR TIMBER.
4.PLACE THE BARREL (TYPICALLY 4INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE
AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4INCH
LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE
ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT
WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH
OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH
CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A
TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE
INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE
SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER
AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE
FOR MAINTENANCE.
7.EARTHEN SPILLWAYSINSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT
POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE
AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE
SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE
FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO
THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8INCH
STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT
ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED;
OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT
FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH,
MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A
TRENCH WITH STAPLES OR PINS. (ADAPTED FROM “A MANUAL FOR DESIGNING, INSTALLING AND
MAINTAINING SKIMMER SEDIMENT BASINS.” FEBRUARY, 1999. J. W. FAIRCLOTH & SON.).
8.INLETSDISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT LADEN WATER TO
THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF
CONTROL MEASURES AND OUTLET PROTECTION).
9.EROSION CONTROLCONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE
AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED
AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION
(REFERENCES: SURFACE STABILIZATION).
10.INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65
11.AFTER ALL THE SEDIMENTPRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING
AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
FAIRCLOTH SKIMMED ( OR
APPROVED EQUAL)
SEDIMENT BASIN WITH STANDARD SKIMMER
NO SCALE
1' MIN
FREEBOARD
TETHER TO BERM W/ ROPE
SKIMMER
DEWATERING
DEVICE
CROSS SECTIONAL VIEW
2:1
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TEMPORARY SOIL STOCKPILE
SILT FENCESILT FENCE
NOTES:
1.SEDIMENT BARRIERS: USE SEDIMENT FENCES OR OTHER BARRIERS WHERE NECESSARY TO RETAIN SEDIMENT.
2.TEMPORARY SEEDING: PROTECT TOPSOIL STOCKPILES BY TEMPORARILY SEEDING AS SOON AS POSSIBLE, NO MORE THAN
7 CALENDAR DAYS AFTER THE FORMATION OF THE STOCKPILE (NCG01 GROUND STABILIZATION).
3.PERMANENT VEGETATION: IF STOCKPILES WILL NOT BE USED WITHIN 90 DAYS THEY MUST BE STABILIZED WITH
PERMANENT VEGETATION TO CONTROL EROSION AND WEED GROWTH (PRACTICE 6.11, PERMANENT SEEDING).
4.INSTALL SILT FENCE OUTLETS AT LOW POINTS AS NEEDED.
5.HEIGHT OF STOCKPILE CAN BE NO MORE THAN 10' MAX
TEMPORARY SOIL STOCKPILE
10' MAX STOCKPILE
HEIGHT
NOT TO SCALE
BASIN
NAME
DRAIN
AREA(ACRES)
DISTB.
AREA(ACRES)
PEAK
FLOW(CFS)
BASIN SURFACE
AREA(SF)
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME (CF)REQUIRED BASIN
VOLUME (CF)
SPILLWAY LENGTH
(FT)
SKIMMER ORIFICE
DIAMETER (IN.)
TOP OF BERM
ELEV.
EMERGENCY SPILLWAY
ELEV.
BOTTOM OF BASIN
ELEV.
BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 2:1 OR FLATTER. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
SIDE SLOPES DEWATERING
TIME (DAYS)
A 1.49 1.49 5.06 12,609 1,114 29,964 1,818 6 1 46 45 43 2.013:1
Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.8
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Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 02
5/10/2024
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
C5.10
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PROPOSED BUILDING
14,461 SF
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4848
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TYPE A OPAQUE BUFFER
OPTION 1
TYPE 1 OPAQUE BUFFER
OPTION 3
(1) MS
(1) CA
(3) GI(1) CA
(30) AAB
(25) VOM
MULCH BED TYP
6' OPAQUE FENCE
(8) IVL(1) QB (18) HQ
(10) IVL (3) QB
(1) JV
(1) QB
(3) PV
(3) MS
(2) JV
(11) MA
(11) AP
(1) JV
(2) CA
(2) PC
(1) IO
(3) QB
(1) JV
(1) IO
(1) JV
(1) IO
(1) JV
(1) JV
(1) JV
(11) PM
(7) MA
(12) AP
(2) CA
(2) PC
(3) MS
(2) PV
(2) QB
(7) MA
(11) PM
(1) JV
(1) JV
(2) IO
(7) AP
(2) CA (1) QB
(6) PM (11) AP
(7) MA(1) IO (3) PV (3) MS (2) CA (3) QB(2) PC (3) IO (3) PV (3) MS
(1) JV
(1) JV (1) JV (1) JV (1) JV (1) JV
(1) JV
(1) JV(17) PM
(7) MA
(11) AP
(7) MA
(12) PM (4) PM(1) JV
(1) JV
(1) MA
(1) IO(1) QB
(2) CA
(1) PC
(1) JV
(2) PC (2) CA (2) PC
(2) CA (2) PC
(5) MA
(2) PC
(7) AG
(1) GI
(5) IVL
(5) IVL
(5) VOM
(5) IVL(4) VOM(4) IVL
(4) VOM
(4) IVL
(4) VOM
(3) GI
(2) GI(1) GI
(1) CF
(2) GI
(1) GI
(1) GI
CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE TYPE
TREES
AG 7 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
CA 16 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL., 6` HT. MIN.B&B OR CONTAINER CANOPY TREE NATIVE
CF 1 CORNUS FLORIDA FLOWERING DOGWOOD 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
GI 14 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEY LOCUST 2" CAL., 6` HT. MIN.B&B OR CONTAINER CANOPY TREE NATIVE
IO 10 ILEX OPACA AMERICAN HOLLY 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
JV 22 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
MS 13 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
PV 11 PINUS VIRGINIANA VIRGINIA PINE 2" CAL., 6` HT. MIN.B&B OR CONTAINER CANOPY TREE NATIVE
PC 15 PRUNUS CAROLINIANA CAROLINA CHERRY LAUREL 6` HT. MIN.B&B OR CONTAINER UNDERSTORY TREE NATIVE
QB 15 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL., 6` HT. MIN.B&B OR CONTAINER CANOPY TREE NATIVE
PLANT SCHEDULE
CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE TYPE SPACING
SHRUBS
AP 52 AGARISTA POPULIFOLIA PIPESTEM 24" HT./SPRD.CONTAINER EVERGREEN NATIVE 60" o.c.
AAB 30 ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA'BRILLIANT RED CHOKEBERRY 18" HT./SPRD.CONTAINER DECIDUOUS NATIVE 60" o.c.
HQ 18 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" HT./SPRD.CONTAINER DECIDUOUS NATIVE 60" o.c.
IVL 41 ITEA VIRGINICA 'LITTLE HENRY'VIRGINIA SWEETSPIRE 18" HT./SPRD.CONTAINER DECIDUOUS NATIVE 48" o.c.
MA 52 MYRICA CERIFERA SOUTHERN WAX MYRTLE 60" HT.B&B OR CONTAINER EVERGREEN NATIVE 72" o.c.
PM 61 PODOCARPUS MACROPHYLLUS YEW PODOCARPUS 60" HT.B&B OR CONTAINER EVERGREEN 48" o.c.
VOM 42 VIBURNUM OBOVATUM 'MRS. SCHILLER'S DELIGHT'MRS. SCHILLERS DELIGHT WALTER'S VIBURNUM 18" HT./SPRD.CONTAINER EVERGREEN NATIVE 48" o.c.
PLANT SCHEDULE Project No.
56398
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
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5410 Trinity Road, Suite 102Raleigh, NC 27607TEL 919.866.4951FAX 919.859.5663www.timmons.com
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA NORTH CAROLINA
Site Development Residential Infrastructure Technology
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
56398-333
North Carolina License No. C-1652
LANDSCAPE CALCULATIONS
TRANSITIONAL BUFFER
SEC. 5.4.3
·INSTALLED ALONG STREETS SANS AREAS USED FOR DRIVEWAYS, INGRESS, AND EGRESS.
·WIDTH OF BUFFER IN PARTICULAR LOCATIONS MAY BE REDUCED BY UP TO 50 PERCENT AS LONG AS TOTAL
AREA OF LANDSCAPE BUFFER PROVIDED IS THE SAME AS IF THE WIDTH WERE NOT REDUCED
TYPE A OPAQUE BUFFER REQUIREMENTS :
OPTION 1: VEGETATION ONLY
·MIN. DEPTH: 20 FEET
·MINIMUM OF THREE ROWS OF PLANTED MATERIAL
·PLANTED MATERIALS SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND PROVIDE APPROXIMATELY FULL
OPACITY WITHIN ONE YEAR OF PLANTING
OPTION 3: COMBINATION FENCING AND VEGETATION
·MIN. DEPTH: 50 PERCENT OF MINIMUM REQUIRED SETBACK (12 FEET)
·FENCING SHALL BE BETWEEN 6 AND 10 FEET IN HEIGHT
·PLANTED MATERIALS SHALL BE LOCATED BETWEEN THE FENCE AND COMMON PROPERTY LINE
·IF SOLID FENCING IS USED, PLANTED MATERIAL SHALL BE A MINIMUM OF THREE FEET IN HEIGHT AND
PROVIDE A MINIMUM OF 50 PERCENT VISUAL OPACITY AT INSTALLATION
STREET YARD
SEC.5.4.6
·STREET YARD LANDSCAPING SHALL BE REQUIRED ALONG ALL STREET FRONTAGES
·ONLY THE PRIMARY STREET FRONTAGE SHALL BE REQUIRED TO CONTAIN THE FULL AMOUNT; SECONDARY
STREET FRONTAGES ARE REQUIRED TO CONTAIN 50 PERCENT OF STREET YARD AREA
·AREAS OF DRIVEWAYS, WALKWAYS, AND PEDESTRIAN FACILITIES ARE NOT INCLUDED IN LINEAR STREET
FRONTAGE
·MIN WIDTH : 8 FEET
·MAX WIDTH : 18 FEET
REQUIREMENTS :
12 SQUARE FEET FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE
CANOPY TREES PER 600 SF:1 OR 3 UNDERSTORY TREES IF UNDER POWER LINES
SHRUBS REQUIRED PER 600 SF:6
RD FRONTAGE (374 LF) - DRIVEWAYS (45 + 30 LF) = 298 LF
REQUIRED:PROVIDED:
6 CANOPY TREES 6 CANOPY TREES
36 SHRUBS 36 SHRUBS
PARKING LOT - SCREENING
SEC.5.4.5
·A LANDSCAPED STRIP SHALL BE REQUIRED ALONG ANY SIDE OF A PARKING LOT ABUTTING LAND IN A
RESIDENTIAL ZONING DISTRICT
·THE PERIMETER LANDSCAPING STRIP SHALL BE A MINIMUM OF TEN FEET IN WIDTH
·MINIMUM OF ONE TREE FOR EVERY 20 LINEAR FEET OF PLANTING STRIP
·PERIMETER LANDSCAPE STRIP MAY BE USED AS PART OF A TRANSITIONAL BUFFER
PARKING LOT - INTERIOR AREA LANDSCAPING
·LANDSCAPED AREA IN THE INTERIOR OF PARKING LOTS SHALL BE EQUAL TO 8 PERCENT OF TOTAL AREA
TO BE USED FOR VEHICULAR USE
·LANDSCAPE ISLANDS SHALL BE A MINIMUM OF 12 FEET BACK OF CURB TO BACK OF CURB
·INTERIOR LANDSCAPED AREAS SHALL BE EQUAL TO 8 PERCENT OF TOTAL VEHICULAR USE AREA
·ONE TREE SHALL BE REQUIRED PER EVERY 144 SQUARE FEET, WITH A MINIMUM OF ONE TREE PER ISLAND
VEHICULAR AREA USE = 34,620 SF 34,620 X .08 = 2,769.6 SF INTERIOR LANDSCAPED AREA
2,769.6 / 144 = 19 TREES REQUIRED
FOUNDATION PLANTINGS
SEC.5.4.7
·FOUNDATION PLANTING AREA SHALL BE MINIMUM OF 12 PERCENT OF THE BUILDING FACE ADJACENT TO
THE PARKING AREA OR INTERNAL DRIVE
SOUTHERN FACE = 3,383 SF EASTERN FACE = 2,354 SF TOTAL = 5,958 SF
5,737 X 0.12 = 688 SF FOUNDATION PLANTING AREA REQUIRED
700 SF PROVIDED
0
SCALE 1"=20'
40'20'
NA
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GENERAL PLANTING NOTES
1.ALL PLANT MATERIALS TO COMPLY WITH AMERICAN STANDARD FOR NURSERY STOCK ANSI.Z60.
2.CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR LICENSED IN THE STATE OF NORTH CAROLINA.
3.LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD PRIOR TO PLANT INSTALLATION.
4.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT.
5.LANDSCAPE ARCHITECT RESERVES RIGHT TO REJECT ANY PLANT MATERIAL THAT DOES NOT MEET THE SPECIFICATIONS.
6.PREPARE PLANT BEDS PER SPECIFICATIONS.
7.INSTALL PLANTS AND MULCH BEDS WITH 3" OF TRIPLE-SHREDDED HARDWOOD MULCH EXCEPT WHERE SPECIFIED DIFFERENTLY.
8.MULCH SHALL NOT EXCEED 3" IN DEPTH NOR COME INTO CONTACT WITH TREE TRUNK.
9.LANDSCAPE CONTRACTOR TO GUARANTEE PLANT MATERIALS FOR A ONE YEAR PERIOD FOLLOWING SUBSTANTIAL COMPLETION PER SPECIFICATIONS.
10.CONTRACTOR TO MAINTAIN PLANT MATERIAL PER SPECIFICATIONS.
11.AREAS DAMAGED BY LANDSCAPE CONTRACTOR TO BE REPAIRED AT NO ADDITIONAL COST TO OWNER.
12.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION.
13.PLANT LOCATIONS TO BE APPROVED IN FIELD PRIOR TO INSTALLATION. NO TREES MAY BE INSTALLED BETWEEN APRIL 1ST AND OCTOBER 1ST.
14.PREPARE PLANT BEDS PER SPECIFICATIONS.
15.ALL AREAS DISTURBED AND NOT NOTED FOR IMPROVEMENTS, PLANT BEDS OR SOD SHALL BE SEEDED AND STRAWED WITH AN APPROVED TALL FESCUE SEED MIX.
16.AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE
OWNER.
17.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
18.CONTRACTOR IS RESPONSIBLE FOR IMPORTING, TESTING, AND PREPARING THE SOIL ON SITE PER THE SPECIFICATIONS
19.REMOVE (EITHER MANUALLY OR WITH PESTICIDE TREATMENT) ALL WEEDS IN MULCH AREAS, PLANT BEDS, TREE RINGS, AND HARDSCAPE AREAS: INCLUDING BUT NOT LIMITED
TO NUTSEDGE, GRASSES, INVASIVE PLANTS, AND ANY NON-DESIRABLE PLANT MATERIAL. THIS TREATMENT SHALL OCCUR MONTHLY UNTIL THE END OF THE WARRANTY /
MAINTENANCE PERIOD.
L1.0
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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
0.0
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
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
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0.0
0.0
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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
0.0
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
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0.0
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0.0
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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
0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
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OFSht.
Scale
DUKE ENERGY PROGRESS LIGHTING SOLUTIONS
Drawing No.
Designed by
Date
Reviewed by
Description
Size Drawing size "D"
PROPRIETARY & CONFIDENTIAL
DATENO.REVISION BY
LIGHTING DESIGN TOLERANCE GORDON ROAD FIRE STATION
Wilmington, NC
SITE LIGHTING ARRANGEMENT
N. Johnson
03/28/2024
LED Shoebox
24-0128A
1" = 30'
1 1
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 1.3 fc 2.8 fc 0.4 fc 7.0:1 3.3:1
Schedule
Symbol Label Quantity Description Number
Lamps Lumens Per Lamp Light Loss Factor
A
6 LED 150w Shoebox - Type IV - 3000K 48 337 0.85
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 1.3 fc 2.8 fc 0.4 fc 7.0:1 3.3:1
Schedule
Symbol Label Quantity Description Number
Lamps Lumens Per Lamp Light Loss Factor
A
6 LED 150w Shoebox - Type IV - 3000K 48 337 0.85