20230301 Ver 1_Final Appendices_20230223

APPENDICES
1. Impacts Map
2. Plans Set
3. NCHPO HPOWEB Map
4. Riparian Buffer Map
S. IPAC Consultation Package/NCNHP Database Search
6. Preliminary Jurisdictional Determination (PJD)

APPENDIX 1
Impacts Map

Impacts Table
Permanent
Impact - wi
0.0501
(Wetland A)
Acres
Permanent
Impact - S1
0.0025
(UT-1 To
Acres
Buffalo Creek)
A-ze � V �e ..' . 0
Vio
IV.
Permanent Impact - W1
0.0501 Acres
Permanent Impact - S1
0.0025 Acres
r
L
Legend
Limits of 4"'1
Disturbance
Wetland
Limits
Stream Limits
up
Permanent
Impacts xr "It
X/
DATE PROJECT # FIGURE
2/6/2023 21.01721 HOLLYBROOK PARK 110 0 55 110 220
1240 19th Street Lane NW OFFICE MANAGER DESIGNER I I I I
M gill Hickory, NC 28601 DC AL IIIIIIIIIIIIIL IMPACTS MAP
828.328.2024 TOWN OF WENDELL GRAPHIC SCALE ISIONVALUE 110FEET
NC Firm License # C-0459 PROJECT MANAGER REVIEWER
mcgillassociates.com MN is WAKE COUNTY, NORTH CAROLINA

APPENDIX 2
Plans Set

HOLLYBROOK PARK
WAKE COUNTY, NORTH CAROLINA
SCHEDULE OF DRAWINGS
G-001 .....
COVER SHEET
L-101 .....
LANDSCAPE PLAN - A
S-801 .....
STRUCTURAL TYPICAL DETAILS
G-002 .....
GENERAL NOTES AND LEGENDS
L-102 .....
LANDSCAPE PLAN - B
A-200 .....
FLOOR PLANS - RESTROOM BUILDING
G-003 .....
EROSION CONTROL NOTES
C-501 .....
DETAILS
A-300 .....
BUILDING ELEVATIONS
00
CD-101 ....
EXISTING CONDITIONS AND DEMOLITION
C-502 .....
DETAILS
A-301 .....
BUILDING SECTION
C-101 .....
SITE PLAN - OVERALL
C-503 .....
DETAILS
A-400 .....
WALL TYPES
31
C-102 .....
SITE PLAN - A
C-504 .....
DETAILS
A-601 .....
OVERALL REFLECTED CEILING PLAN LEVEL 1
C-103 .....
SITE PLAN - B
C-505 .....
DETAILS
A-700 .....
GENERAL TYP. FIXTURE AND ACCESS. HEIGHTS AND
LEGENDS (ADA)
SITE
C-104 .....
SITE PLAN - C
C-506 .....
DETAILS
A-701 .....
ACCESSORY FLOOR PLAN AND INTERIOR
S HOL YBROOK RD
C-201 .....
GRADING AND DRAINAGE - A
C-507 .....
DETAILS
ELEVATIONS
31
C-202 .....
GRADING AND DRAINAGE - B
C-508 .....
DETAILS
A-800 .....
SECTION DETAILS
C-203 .....
GRADING AND DRAINAGE - C
C-509 .....
DETAILS
A-801 .....
PLAN DETAILS
IZD
C-204 .....
HOLLYBROOK ROAD CROSS SECTIONS
C-510 .....
DETAILS
A-900 .....
DOOR PANELS, FRAME TYPES & SCHEDULES
N
�
r
o
C-205 .....
HOLLYBROOK ROAD CROSS SECTIONS
AG-000 ....
ARCHITECTURAL COVER
H-000 .....
HVAC SYMBOLS LEGEND AND CONTRACTOR NOTES
C-301 .....
EROSION CONTROL PLAN - PHASE 1
AG-101 ....
NORTH CAROLINA - 2018 APPENDIX
H-200 .....
LEVEL - 1 HVAC FLOOR PLAN
B - BUILDING CODE SUMMARY
VICINITY MAP
NOT TO SCALE
C-302 .....
EROSION CONTROL PLAN - PHASE 2
P-000 .....
PLUMBING LEGEND, NOTES, & SYSTEM DIAGRAMS
AG-102 ....
LIFE SAFETY
C-303 .....
EROSION CONTROL PLAN - PHASE 3
P-200 .....
PLUMBING PLAN
S-200 ..... FOUNDATION PLAN
C-401 ..... UTILITY PLAN E-000 ..... ELECTRICAL SYMBOLS LEGEND, NOTES, & SYSTEM
S-201 ..... ROOF FRAMING PLAN DIAGRAMS
w
S-800 ..... STRUCTURAL TYPICAL NOTES E-200 ..... ELECTRICAL PLANS
5400 Trinity Road ASEEIAL
FINAL DRAWING
Suite 107 � FOR REVIEW
1PURPOSES ONLY
Raleigh, NC 27607 = �. o459 = 5os r:
• 919.378.9111 - = NOT RELEASED
�9��'�GINEF • ��\ FOR
NC Firm License # C-0459 � ( CONSTRUCTION
m cg i l l associ ates . co m
FEBRUARY2023

GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG,
NORTH CAROLINA ONE CALL (1-800-632-4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
QUALITY.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR WILL BE
RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS.
7. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 48 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING
BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND THE
COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
8. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL IN A WORKMANLIKE MANNER AND IN ACCORDANCE
WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER
REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT
WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS A PROTECTIVE
BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER CONSTRUCTION.
10. THE PROJECT SITE IS NOT IN A FLOOD ZONE.
11. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER/ENGINEER/DESIGNER PRIOR TO PROCEEDING
WITH ANY WORK.
12. HATCHING OF HARD SURFACE MATERIALS SUCH AS CONCRETE ARE FOR GENERAL INFORMATION PURPOSES. IN NO INSTANCE IS A UTILITY LID,
COVER OR ACCESS POINT TO BE COVERED OVER AND CONCEALED BY THE PROPOSED SURFACE MATERIAL. ANY HIDDEN UTILITY BOXES, COVERS,
ETC DISCOVERED DURING CONSTRUCTION SHALL BE ADJUSTED TO MATCH PROPOSED GRADE ELEVATIONS.
13. THE ENGINEER MAY MAKE MINOR GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE LUMP SUM PRICE FOR UNCLASSIFIED
EXCAVATION.
14. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS WITH WATER ADDED OR SOIL
CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A
COMPACTION EQUAL TO OR GREATER THAN 95% OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
THE STANDARD PROCTOR METHOD OF MOISTURE DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
15. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED OR GRUBBED.
16. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE INSTALLED PRIOR TO GRADING, CLEARING OR GRUBBING.
ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING, IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH
GRADES OR CREATES "GULLIES" AND "WASHED AREAS". THESE SHALL BE REPAIRED AT NO ADDITIONAL COST AND ALL SILT WASHED OFF OF
THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR
SHALL ADHERE TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER SEPARATE COVER.
17. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS
EXPENSE, UNLESS SPECIFIED OTHERWISE
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE DISPOSED OF OFF SITE AND IN A
RESPONSIBLE MANNER AND IN ACCORDANCE WITH ALL APPLICABLE LAWS, BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE
THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT THEIR OWN EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL
BE THE PROPERTY OF THE SPECIFIED UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN
REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE
OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
5400 Trinity Road
® Suite 107
Raleigh, NC 27607
919.378.9111
Mcgill NC Firm License # C-0459
m cg i I lassociates. com
eEAL
041598 -
;�.
'.F
I N
�i�FIND.Io2�
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
NO. I DATE I BY
18. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL
INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
SPECIFIED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER
HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
19. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS
WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN
ACCORDANCE WITH THE SPECIFICATIONS.
20. ALL DISTURBED AREAS TO RECEIVE PERMANENT SEEDING. FINISHED SURFACES SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 2", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH
OF t2"-3" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S
APPROVAL OF THE GRADED SURFACE.
21. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE STANDARDS. ALL IMPROVEMENTS SHALL
COMPLY WITH THE TOWN OF WENDELL DEVELOPMENT STANDARDS.
22. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT OF WAYS, PUBLIC OR PRIVATE, PRIOR TO
WORKING IN THESE AREAS.
23. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND SHALL BE PROTECTED BY THE
CONTRACTOR DURING CONSTRUCTION AND REMAIN IN WORKING ORDER.
24. ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR
INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE DETERMINED UNTIL
DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM
THAT INDICATED, OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ENGINEER BEFORE REMOVAL.
25. ANY EXISTING ASPHALT, DESIGNATED TO REMAIN, THAT IS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE REPAIRED AT NO COST
TO THE OWNER.
26. ANY NOTE, OR REFERENCE TO AN ELEMENT, WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION
ON LY.
27. THE GENERAL CONTRACTOR IS TO CONTACT AND COORDINATE WITH ALL APPROPRIATE PUBLIC AND PRIVATE UTILITY COMPANIES PRIOR TO ANY
DEMOLITION OR RELOCATION OF EXISTING UTILITIES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL UTILITIES HAVE
BEEN PROPERLY CAPPED OFF OR RELOCATED.
28. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL THE OWNER'S FACILITIES FROM DAMAGE. THE CONTRACTOR SHALL REPAIR
ANY DAMAGE IMMEDIATELY AND SHALL MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE.
29. CONTRACTOR SHALL HOLD HARMLESS THE OWNER FOR DAMAGES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES.
30. TREES AND LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.
31. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.
32. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS GOVERNING THE CONSTRUCTION INDUSTRY, INCLUDING BUT
NOT LIMITED TOO THOSE PERTAINING TO TRAVELING OPERATIONS AND OSHA.
33. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ENGINEER PRIOR TO ANY LOCATION/ADJUSTMENTS OF EXISTING VAULTS (REGARDLESS OF
FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES, ETC.
34. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS.
UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.
35. THE CONTRACTOR SHALL PREPARE TEMPORARY TRAFFIC CONTROL PLANS FOR WORK ALONG HOLLYBROOK ROAD MEETING MUTCD REQUIREMENTS
FOR APPROVAL BY NCDOT. AT LEAST ONE LANE OF HOLLYBROOK ROAD SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES DURING CONSTRUCTION.
NO WORK SHALL OCCUR ALONG HOLLYBROOK ROAD PRIOR TO OBTAINING TRAFFIC CONTROL PLAN APPROVAL FROM NCDOT AND INSTALLATION OF
TEMPORARY TRAFFIC CONTROL MEASURES.
36. ALL WORK IN THE STREAM SHALL BE PERFORMED IN DRY CONDITIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE DIVERSION OR
PUMP -AROUND TO MAINTAIN A DRY WORK AREA.
DESCRIPTION
HOLLYBROOK PARK
TOWN OF WENDELL
WAKE COUNTY, NORTH CAROLINA
HATCH LEGEND
CONCRETE
PAVEMENT
o�.
GRAVEL
BUILDING
NOT TO SCALE
OFFICE MANAGER DESIGNER
D. CHAPMAN K. DURRANT
PROJECT MANAGER REVIEWER
M. NORRIS J. HERMAN
DATE
SYMBOL LEGEND
•
PROPERTY CORNER FOUND
A
COMPUTED POINT (NO IRON FOUND)
(�
DATUM CONTROL POINT
SIGN
®
GRATED INLET
CURB INLET
X
LIGHT POLE
90,
UTILITY POLE
`Z,
UTILITY POLE WITH DROP
UTILITY POLE WITH LIGHT
GUY WIRE / ANCHOR
SD
SEWER MANHOLE
TELEPHONE PEDESTAL
❑T
TELEPHONE HANDHOLE
FIBEROPTIC HANDHOLE
FIRE HYDRANT
OW
WATER MANHOLE
e
WATER VALVE
EVERGREEN TREE
0
DECIDUOUS TREE
®
FWAMILBOX
LINE LEGEND
PROPERTY LINE (PL)
- - - - - -
PL NOT SURVEYED
- - - - - - - - - - -
- EASEMENT
...... ...... ­- -
- SETBACK/ BUFFER LINE
- - - - - - - - - - -
- EDGE OF GRAVEL
EDGE OF RIPRAP
CURB & GUTTER
CREEK CENTERLINE
TREE LINE
CHAIN -LINK FENCE
-x x x x x-
WIRE FENCE
WOOD FENCE
WALL
OVERHEAD UTILITY WIRES
STORM DRAINAGE PIPE
SS_SS_ ss
GRAVITY SEWER
r r r
U/G TELEPHONE
Fo Fo Fo
U/G FIBER OPTIC
---W----- W----- W---
U/G WATER LINE (DATUR)
CONTOUR MAJOR
CONTOUR MINOR
---1B-----re----- 1B---
TOP OF BANK
GENERAL NOTES AND LEGENDS
FEBRUARY 2023
PROJECT #
21.01721
FUNDING #
SHEET
G=002

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE NTH LINER
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BELOW GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
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MU
ARO%E GRADE WASHOUT STRUCTURE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground
NC GO 1 GROUND STABILIZATION AND MATERIALS HANDLING
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
CONSTRUCTION SEQUENCE:
GENERAL: ALL
EROSION CONTROL MEASURES ARE
TO
BE PERFORMED IN STRICT ACCORDANCE WITH
REQUIREMENTS
OF THE NORTH CAROLINA DIVISION
OF
ENERGY, MINERAL, AND LAND RESOURCES (NCDEMLR).
THE FOLLOWING
CONSTRUCTION SEQUENCE SHALL
BE
COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER AND
KEEP AT THE JOB SITE THE FOLLOWING:
A. A POSTED COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" ISSUED BY NCDEQ DEMLR.
B. A COPY OF THE APPROVED PLANS.
THE APPROVAL NOTICES MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVIITES.
2. CONTACT NCDEQ DEMLR REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND
DISTURBING ACTIVITY.
3. CONTRACTOR SHALL ATTEND THE PRE -CONSTRUCTION MEETING WITH THE CIVIL ENGINEER (OR LOCAL
JURISDICTION) PRIOR TO BEGINNING CONSTRUCTION.
4. FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL RECORDS REQUIRED BY NCDEQ DEMLR FOR
THE INSTALLATION AND MAINTENANCE OF THE SITE EROSION CONTROL.
6. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
7. INSTALL SILT FENCE AS SHOWN ON PLANS FOR THE ENTIRE SITE, CLEARING ONLY WHAT IS NECESSARY
TO INSTALL THE SILT FENCE.
8. STOCKPILE CLEAN TOPSOIL FOR REDISTRIBUTION IN LANDSCAPE AREAS. PROVIDE SILT FENCE AROUND
LOW SIDE OF STOCKPILE.
9. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON SHEETS C-301 TO C-303 AND AS REQUIRED
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL AND
LAND RESOURCES, LAND QUALITY SECTION. FOR THE ASPHALT TRAIL WHERE THERE IS NO OTHER ACTIVE
CONSTRUCTION THE CONTRACTOR MAY INSTALL SILT FENCE AND WATTLE AT TIME OF INSTALLATION. NO
CLEARING AND GRUBBING ALONG TRAIL SEGMENTS WITHOUT EROSION MEASURES BEING IN PLACE IS
ALLOWED.
10. ALL EROSION CONTROL DEVICES ARE TO BE MAINTAINED IN WORKING ORDER UNTIL SITE IS STABILIZED.
11. PROCEED WITH GRADING, CLEARING AND GRUBBING. DIRECT RUNOFF TO APPROPRIATE DEVICE. NOTE: NO
OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION
CONTROL PLAN.
EFFECTIVE: 04/01/19
12. SEED/GRASS WITHIN 7 CALENDAR DAYS AFTER FINAL GRADE IS ACHIEVED.
13. INSTALL STORM DRAINAGE PIPES, INLETS AND INLET PROTECTION.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall he recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall he made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
a offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
14. SEED AND PLACE EROSION CONTROL MATTING AS NOTED ON CUT AND FILL SLOPES UPON COMPLETION OF ACTIVE
GRADING.
15. ONCE SUBGRADE IS REACHED ON THE AREAS TO BE PAVED, PLACE GRAVEL BASE COURSE IMMEDIATELY FOR
STABILIZATION.
16. UPON SITE STABILIZATION, THE CONTRACTOR SHALL NOTIFY THE NCDEQ AND ENGINEER FOR INSPECTION AND
COORDINATION OF THE REMOVAL OF EROSION CONTROL MEASURES. ALL AREAS WHERE EROSION CONTROL MEASURE ARE
REMOVED SHALL BE WORKED TO FINISH GRADE AND STABILIZED.
17. AFTER APPROVAL FROM THE NCDEQ INSPECTOR, CONTRACTOR TO CLEAN OUT SEDIMENT TRAPS AND BASINS AND
COMPACT FILL TO 85% STANDARD PROCTOR IN AREAS TO REMAIN NATURAL VEGETATION.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE NOT LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE SILT FENCE.
THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED, AND STRAW APPLIED IN ACCORDING THE SPECIFICATIONS TO
MAINTAIN A STABLE AND DENSE VEGETATIVE COVER.
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACED. CHECK FOR GOOD GROUND CONTACT AND FOR THE OCCURRENCE OF
ANY EROSION UNDER THE MATTING. MONITOR, REPAIR AND REPLACE AS NECESSARY.
5. CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SEDIMENT BASINS AND SKIMMERS WHEN SEDIMENT ACCUMULATED
TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE BACK TO THE ORIGINAL DIMENSIONS. REPAIR
ANY DAMAGED BAFFLES.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/191
BORROW OR WASTE MATERIAL
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION
CONTROL PLAN. A SITE REGULATED
UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF
SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES
OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED
OF AT A FACILITY
REGULATED BY THE DIVISION OF SOLID
WASTE MANAGEMENT OR PER
DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER
TEMPORARY SEEDING SPECIFICATION
RESOURCES RULES
TEMPORARY SEEDING
AND REGULATIONS. (PER NC 15A NCAC
SPECIFICATION
046.0110).
TEMPORARY SEEDING SPECIFICATION
FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
FOR SUMMER:
SEEDING MIXTURE:
FOR FALL:
SEEDING MIXTURE:
SPECIES RATE (Ib/acre)
SPECIES
RATE (Ib/acre)
SPECIES RATE (Ib/acre)
RYE (grain) 120
GERMAN MILLET
40
RYE (GRAIN)
ANNUAL LESPEDEZA (KOBE 50
IN PIEDOMONT AND COASTAL
IN THE PIEDMONT
AND MOUNTAINS, A SMALL STEMMED
SEEDING DATES:
PLAIN, KOREAN IN
SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50
MOUNTAINS)
LB/ACRE.
MOUNTAINS: AUGUST 15 TO DECEMBER 15
PIEDMONT: AUGUST 15 TO DECEMBER 30
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
SEEDING DATES:
COASTAL PLAIN: AUGUST 15 TO DECEMBER 30
COVER IS NOT TO EXTEND BEYOND JUNE.
MOUNTAINS. MAY 15 TO AUGUST 15
PIEDMONT: MAY 1 TO AUGUST 15
SEEDING DATES:
COASTAL PLAIN: APRIL 15 TO AUGUST 15
MOUNTAINS - ABOVE 2,500 FEET: FEB-15 TO MAY 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS
BELOW 2,500 FEET: FEB 1 TO MAY 1
OR APPLY 2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
PIEDMONT - JAN 1 TO MAY 1
750 Ib/ac 10-10-10 FERTILIZER.
COASTAL PLAIN - DEC 1 TO APRIL 15
MULCH: APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS
w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH
OR APPLY 2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
ANCHORING TOOL.
750 Ib/ac 10-10-10 FERTILIZER.
MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY
MULCH: APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
ADEQUATE, RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK
FOLLOWING EROSION OR OTHER DAMAGE.
w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
MAINTENANCE: RE -FERTILIZE IF GROWTH IS NOT FULLY
ADEQUATE, RE -SEED, RE -FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING
SITE SEEDING: 7 LBS/1000 SF FESCUE BLEND MIN. OF 2
(FALCON, REBEL, JAGUAR)
SOIL AMENDMENTS: FOLLOW
RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL
LIMESTONE AND 750 Ib/ac 10-10-10
FERTILIZER.
MULCH: APPLY 4000lb/ac STRAW. ANCHOR
STRAW BY TACKING w/ ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK w/
BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE: RE -FERTILIZE IF GROWTH IS
NOT FULLY ADEQUATE. RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
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) LESPEDEA IN LATE FEBRUARY
OR EARLY MARCH.
PECE
FINAL DRAWING SHEET
HOLLYBROOK PARKNOT TO SCALE5400 Trinity Road .� FOR REVIEW EROSION CONTROL NOTES
Suite 107 _ A L
041598 PURPOSES ONLY
Raleigh, NC 27607 '. .'� NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNER -
cglll 919.378.9111 GIN��_. ���� D. CHAPMAN C. BROWN
J l G003
NC Firm License #_ '%,TtiFW p pE ��` FOR
/i�j1a�2� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721

GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR,
DATED JUNE 1, 2022.
\ \ \ \\\ \
2. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN. ALL
STRUCTURES/UTILITIES TO REMAIN OR FOR MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING
285—�� CONSTRUCTION AND REMAIN IN WORKING ORDER.
284 — / I I N n1 N N N n ff 3. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE SO AS TO PREVENT THE ARBITRARY
\ \ / - DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF
--283
/ / J I I 1 1 IIII I / \ �� \ WHICH COULD NOT BE DETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE
.% DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED, OR ARE UNIDENTIFIED, SHALL BE
/ I I I \ _ \ \. REPORTED TO THE ENGINEER BEFORE REMOVAL.
28,-� / I I I I I I 4. ANY EXISTING ASPHALT, DESIGNATED TO REMAIN THAT IS DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE
/
l I I I REPAIRED AT NO COST TO THE OWNER.
\ - / 50,p�'QGRpV '� I // tiro 1g'/' // // I I I \\\�� \ \\/ I \\\\�\\
5. ANY NOTE, OR REFERENCE TO AN ELEMENT, WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE
B�2p 8p �Ty,4'q/< I II �1 / I I I\ \\ \\ ( \�� 50I \\� m
\ c� CONSTRUED AS INFORMATION ONLY.
6. THE GENERAL CONTRACTOR IS TO CONTACT AND COORDINATE WITH ALL APPROPRIATE PUBLIC AND PRIVATE UTILITY
n� I / / / ti h / I \ \ I I \ ��\ 1�\ \,� \\� \. COMPANIES PRIOR TO ANY DEMOLITION OR RELOCATION OF EXISTING UTILITIES. IT IS THE GENERAL CONTRACTOR'S
\ I \\� \� \ RESPONSIBILITY TO ENSURE THAT ALL UTILITIES HAVE BEEN PROPERLY CAPPED OFF OR RELOCATED.
r / • II I ^� / / / / / \ �9�\ \ \\\ \ 7. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL THE OWNER'S FACILITIES FROM DAMAGE. THE
CONTRACTOR SHALL REPAIR ANY DAMAGE IMMEDIATELY AND SHALL MAKE REPAIRS AT THE CONTRACTOR'S EXPENSE.
/ � I B
\ / s /Z
Ica I N 8. CONTRACTOR SHALL HOLD HARMLESS THE OWNER FOR DAMAGES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
I CONSTRUCTION ACTIVITIES.
e'�i?o� �,�A�c ► - , it ti � r / // / / // // / ��g � / ,� I I I���II I
9. TREES AND LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES
AT THE JOB SITE.
11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS GOVERNING THE CONSTRUCTION
INDUSTRY, INCLUDING BUT NOT LIMITED TO THOSE PERTAINING TO TRAVELING OPERATIONS AND OSHA.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION/ADJUSTMENTS OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION),
I I I I /I // // ✓ �1 �1ti 1/ // // // - -/ - =• /// _ / METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES, ETC. TO MATCH FINISHED GRADES AND SITE PLAN.
I / •1 /
`ti 13. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING
_ / -WORKING HOURS. UTILIZE SIGNS, BARRICADES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.
DUKE ENERGY POWER NON
LINE EASEMENT (BM 200 P6 G 614)
W 7�
I II I I I ► \
16 � — — �• � . / / ! ! // ll %�l l' l KEY NOTES:
I I / / / / / --- //
EXISTING UTILITY/STRUCTURE TO BE REMOVED.
10 11 12 13 14 15 I � �' � // / ,� l Jl / r/ ,/ •�.. -`l //� — — /
EXISTING UTILITY STRUCTURE TO REMAIN AND BE PROTECTED.
SAWCUT EXISTING PAVEMENT, CONCRETE, CURB AND GUTTER TO PROVIDE A STRAIGHT AND UNIFORM EDGE.
I
EXISTING TREE TO BE REMOVED, INCLUDING STUMPS AND ROOTS.
6'WOOD FENCE » »
ENCROACHES 0.1'-0.2' _ - - - - �- - �- / / / / / MATCHLINE Ci /
----=--�—�/ _.=- 1•:� • L ) l /--- ---- -- ——L---�--- -- ------1-- — ----------- ----------------
-� -- - • �� •-�/.. \ / r ,� T T / / - /' / / o" / » OE TREE PROTECTION FENCING. SEE DETAIL SHEET C-504.
MATCHLINE B . % /
283
_ �J' / O
/ // •�. / / / I I I I / zz�_—� I ,��^a / �� 11, #/ I / / I /I /' F EXISTING STONE DRIVEWAY TO BE REMOVED.
2g4E > >
/ ••� / // // // / I I I I I ( .y••„••"'/�"/ ,•� o " EXISTING SIGN TO BE REMOVED AND RETURNED TO OWNER.
I / / I
rl H EXISTING STONE HEADWALL TO BE REMOVED AND EXISTING PIPE TO BE EXTENDED. SEE GRADING SHEETS FOR PIPE EXTENSION.
to
/�; J/ / �� // \ \ \ I N� N I I , I I / / �i•___-- I \\ \ I I / / I //, OI EXISTING 10" PVC SEWER FORCE MAIN TO REMAIN AND BE PROTECTED
All�, � `\ I I 1 I I I - �• ��� ---- � I \ II I I / ! / I >/�
OJ EXISTING UTILITY/STRUCTURE/POLE TO BE RELOCATED BY UTILITY PROVIDER
\ \\ II I I` \\ \\ \ \\ \\ I I\ \ \ ���.`•• \ \I \ \\ , I // / / ,,�/'r LEGEND
' / / 2g1 \ \ \ I 1 `\ \ \ \\ \1 \\ \\ I\ \ \\ \N Na i �.•— O N loo tz Lo
to to
0
FIREWOOD ROOF
OVERHANG & FENCE
ENCROACHES 2.8'
1 STORY I
WOOD
SHED
0
Ee
INV=281.24'
30"MAPLE
INV=280.90'
\2 \ \
\\ I\\ \\ \\ \\ \ \ \ \ \ \\ \ \\ ••�°••.-.._..�.• i N I ry I �/ / _.._.._.._ PROPERTY LINE
/// / \ 1 \ \ \ ' \ \ \\ \ �� \ \ \ \\ \\ \ ■ / I I 11 \ \ \\ 1 - LIMITS OF DISTURBANCE
EXISTING VEGETATION TO BE CLEARED AND GRUBBED.
\\ \\ \ \\ \\ \\ \\ `'�'�\ \\ l\ \ / I I '1/ �/ 22 EXISTING ASPHALT CONCRETE CURB AND GUTTER TO BE DEMOLISHED AND REMOVED TO SUBGRADE.
0"-1.5" VARIABLE DEPTH ASPHALT MILL
\ \ �FLSF 1.5 ASPHALT MILL
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FINAL DRAWING
5400 Trinity Road �'•.� : FOR REVIEW
® Suite 107 _ SEAL _ PURPOSES ONLY
Raleigh, NC 27607 ., 041598
NOT RELEASED
919.378.9111 4GINE�Q S_
FOR
NC Firm License # C-0459 " " E
jti /5I� iZ CONSTRUCTION
m cg i I lassociates. com
_12"PVC
_ 60' PUBLIC WIDTH ( _ — — — _ \ x ` V�
BM2020PG617 — W
INV=270.80' ---- --- - -- _----------- - _ -W--=
INV=271.30'
' I INV=251. 00(;\\\\ rCOLLAPSING
\ STONE HEADWALL
FLARED END SECTION _
' O O INV=264.73'
CURB INLI
GRATE ELEV=269.:
60 0 30 60 120
HOLLYBROOK PARK
GRAPHIC SCALE DIVISION VALUE = 60 FEET
TOWN OF WENDELLOFFICE MANAGER DESIGNER
D. CHAPMAN K. DURRANT
WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN
EXISTING CONDITIONS
AND DEMOLITION
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
SHEET
CD=1 01
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LOT 60 LOT 62 LOT 95 I LOT C „
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NO
LOT 98
PROP. (4) PICKLEBALL COURTS
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GENERAL NOTES:
1.
EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR,
DATED JUNE 1, 2022.
2.
ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF WENDELL DEVELOPMENT ORDINANCE.
3.
SITE SIGNAGE SHALL CONFORM WITH APPLICABLE CODES AND ORDINANCES.
`%\
\
4.
ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE LATEST "MANUAL ON UNIFORM TRAFFIC
\ \ ;e;�\`
\.\
CONTROL DEVICES" AND NCDOT STANDARDS.
\ \
\
5.
ALL DIMENSIONS ARE FACE OF CURB, EDGE OF PAVEMENT AND FACE OF WALL, UNLESS OTHERWISE NOTED.
6.
THIS SITE IS NOT LOCATED IN ANY FLOOD ZONE.
22
\
7.
ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE STANDARDS. ALL
50
\
IMPROVEMENTS SHALL COMPLY WITH THE TOWN OF WENDELL STANDARDS FOR STORM DRAINAGE, SIGNAGE, LANDSCAPE,
\\
PLANTING, UTILITY AND PARKING REQUIREMENTS.
8.
ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER/ENGINEER/DESIGNER PRIOR
•
\ v
TO PROCEEDING WITH ANY WORK.
9.
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT OF WAYS, PUBLIC OR
PRIVATE, PRIOR TO WORKING IN THESE AREAS.
®'•1i
���'\
��\
10.
ALL PAVEMENT MARKINGS ARE TO BE PAINT IN COLOR AS SPECIFIED.
11.
HATCHING OF HARD SURFACE MATERIALS SUCH AS BRICK AND CONCRETE ARE FOR GENERAL INFORMATION PURPOSES. IN
•
I
NO INSTANCE IS A UTILITY LID, COVER OR ACCESS POINT TO BE COVERED OVER AND CONCEALED BY THE PROPOSED
SURFACE MATERIAL. ANY HIDDEN UTILITY BOXES, COVERS, ETC DISCOVERED DURING CONSTRUCTION SHALL BE ADJUSTED TO
MATCH PROPOSED GRADE ELEVATIONS.
.`
12.
PROVIDE CONSTRUCTION JOINTS AT ALL INTERFACES BETWEEN PROPOSED SURFACES/BUILDINGS. ALL CONSTRUCTION JOINTS
I;
ARE TO BE SEALED.
/ ADJOINING PROPERTIES:
TOWN OF WENDELL MURIEL J BALDWIN
PIN 1783-93-0137 REVOCABLE LIVING TRUST
I I 100' DUKE ENERGY POWER LINE EASEMENT (BM 2006 PG 614) PIN 17$3-73-9$49
% �: / ZONE R4—CD O
l ZONE RA
ADKINS, VINCENT E
PIN 1783-83-7217 JOSEPH SCHILLIZZI
/ ZONE RA AMY SCHILLIZZI
/ 10 PIN 1783-84-0024
REBECCA H & CURLIE B ZONE R3
MOZINGO
PIN 1783-83-6226 LUIS GONZALO GUTIERREZ
ZONE RA 11 LORENA TREVINO
PIN 1783-84-0096
VANESSA V & PATRICK A ZONE R3
:::::::::< <:.. MA LINE »0. ,t , ,% O TOWELL
-- �r. - - - -: r: — - -----------------------�;�/— ------ — — — — — — PIN 1783-83-4225 LOYOTA JONES
1000, :'''''''''''''''':. M LINE "B" '� ; / / ZONE RA 1 2 R PIN MELTON JR 068
/...............................................
VANESSA V & PATRICK A ZONE R3
.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.'*'*'*' TOWELL
r PIN 1783-83-3301 JAMES HENRY CODY
i^. -'-'-'-'-'-'-'-'-'-'-'-'-'-'-'' , ZONE RA O ETHEL CODY
/ /
13 PIN 1783-84-2037
HOWARD E JR & PHYLLIS ZONE R3
.....
" ' " " " " T EDWARDS
PRO * ADVENTURE = ;O PIN 1783-83-0507 KELVIN HOLLOWAY
P GROUND / J / ZONE RA O NATALIE HOLLOWAY
/ 14 PIN 1783-84-3005
FEDA & DAVID J VALLETTE ZONE R3
/ m' /
O PIN 1783-73-9750
I
•�•.�. ; / ZONE RA TERESA TONYA WILLIAMS
•� .....
,:. :. ' I ( 15 GEORGE WILLIAMS JR
RAY E & GRACE YOUNG O PIN 1783-84-3091
ARKING PIN 1783-73-9840 ZONE R3
ZONE RA
PROP. SHELTER a :.::::;::::;::
PROP. PLAYGROUND...................................................... 2 2
......:.... ?ii?: iiiFi:i i?:::: iri::................ l l
0 O
0) S.)0 !`-�
0 0
Q+;Q+
co-
FINAL DRAWING
5400 Trinity Road �'•.� : FOR REVIEW
® Suite 107 _ SEAL _ PURPOSES ONLY
Raleigh, NC 27607 041598
NOT RELEASED
919.378.9111 �?'9j4GINE�Q• S ��\�
NC Firm License # C-0459 FOR
'� 'S'F " " E
''ji��pZ'�
m cg i I lassociates. com CONSTRUCTION
60 0 30 60 120
HOLLYBROOK PARK
GRAPHIC SCALE DIVISION VALUE = 60 FEET
TOWN OF WENDELLOFFICE MANAGER DESIGNER
D. CHAPMAN K. DURRANT
WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN
16
RODNEY ANTHONY LEE
PIN 1783-84-4085
ZONE R3
UNITED REALTY &
CONSTRUCTION CO INC
17
PIN 1783-84-6171
ZONE R3
LEROY JUSTIN COBB
NICOLE PATRICE KEARNEY
18
PIN 1783-84-7369
ZONE R3
JEFFREY B HOUCK
1 g
SABINA MARIE LOPEZ
PIN 1783-84-8534
ZONE R3
GEOFFREY K NGUMO
20
MARGARET W MWANGI
PIN 1783-84-9523
ZONE R3
JONES, LUCIUS S
21
PIN 1783-95-8396
ZONE RA
22
SMITH EDWARDS LLC
PIN 1793-04-0073
ZONE R4—CD
SITE DATA
PARCEL ID NO. 1783-83-7861
PARCEL ADDRESS: 1201 S. HOLLYBROOK ROAD
WENDELL, NC 27591
OWNER TOWN OF WENDELL
CURRENT ZONING RA (RURAL AGRICULTURAL)
R4—CD (HIGH DENSITY RESIDENTIAL
CONDITIONAL)
PROPOSED USE: PUBLIC PARK
TRACT ACREAGE t 19.0 ACRES
SETBACKS (R4 ZONE):
FRONT
SIDE
REAR
MAX. BLDG. HEIGHT
PARKING SPACES PROVIDED:
25 FEET
20% OF LOT WIDTH
20 FEET
3 STORIES
STANDARD 97
ACCESSIBLE 2
VAN ACCESSIBLE 2
TOTAL 101
EXISTING IMPERVIOUS AREA 0 SF (0%)
PROPOSED IMPERVIOUS AREA 107,500 SF (13%)
FLOOD ZONE: ZONE X (OUTSIDE 0.2%
ANNUAL CHANCE FLOODPLAIN)
MAP NO. 3720178300L
EFFECTIVE JULY 19, 2022
SHEET
SITE PLAN - OVERALL
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
C=1 01
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GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022.
2. ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF WENDELL DEVELOPMENT ORDINANCE.
3. SITE SIGNAGE SHALL CONFORM WITH APPLICABLE CODES AND ORDINANCES.
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE LATEST "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND NCDOT
STANDARDS.
5. ALL DIMENSIONS ARE FACE OF CURB, EDGE OF PAVEMENT AND FACE OF WALL, UNLESS OTHERWISE NOTED.
6. THIS SITE IS NOT LOCATED IN ANY FLOOD ZONE.
7. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE STANDARDS. ALL IMPROVEMENTS SHALL COMPLY WITH THE
TOWN OF WENDELL STANDARDS FOR STORM DRAINAGE, SIGNAGE, LANDSCAPE, PLANTING, UTILITY AND PARKING REQUIREMENTS.
8. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER/ENGINEER/DESIGNER PRIOR TO PROCEEDING WITH ANY WORK.
9. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT OF WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
AREAS.
10. ALL PAVEMENT MARKINGS ARE TO BE PAINT IN COLOR AS SPECIFIED.
11. HATCHING OF HARD SURFACE MATERIALS SUCH AS BRICK AND CONCRETE ARE FOR GENERAL INFORMATION PURPOSES. IN NO INSTANCE IS A UTILITY LID, COVER
OR ACCESS POINT TO BE COVERED OVER AND CONCEALED BY THE PROPOSED SURFACE MATERIAL. ANY HIDDEN UTILITY BOXES, COVERS, ETC DISCOVERED
DURING CONSTRUCTION SHALL BE ADJUSTED TO MATCH PROPOSED GRADE ELEVATIONS.
12. PROVIDE CONSTRUCTION JOINTS AT ALL INTERFACES BETWEEN PROPOSED SURFACES/BUILDINGS. ALL CONSTRUCTION JOINTS ARE TO BE SEALED.
KEY NOTES LEGEND
O 4" CONCRETE SIDEWALK (TYP). SEE DETAIL SHEET C-501.-••-••-••- PROPERTY LINE
© ASPHALT TRAIL (TYP). SEE DETAIL SHEET C-501. ---- •--- LIMITS OF DISTURBANCE
© NATURAL SURFACE TRAIL. TRAIL BY OTHERS. NOT IN CONTRACT. ASPHALT TRAIL PAVING
© ASPHALT PARKING LOT. SEE DETAIL SHEET C-501. ASPHALT PARKING LOT PAVING
O 2'-6" CONCRETE CURB AND GUTTER (TYP). SEE DETAIL SHEET C-501. NCDOT ROAD WIDENING FULL DEPTH
OF CONCRETE FLOW THRU. SEE DETAIL SHEET C-505. VARIABLE DEPTH ASPHALT OVERLAY
© HC PARKING SPACE (TYP) SEE DETAIL SHEET C-501 1.5" ASPHALT OVERLAY
O
HC PARKING SIGN. SEE DETAIL SHEET C-501.
O
DETECTABLE WARNING PLATE, BLACK POWDERCOAT FINISH. SEE DETAIL SHEET C-501.
OJ
HC RAMP. SEE DETAIL SHEET C-501.
OK
4" WHITE PAINT STRIPE (TYP).
©
HI -VISIBILITY CROSSWALK. SEE DETAIL SHEET C-502.
O
MATCH EXISTING GRADE WITH SMOOTH TRANSITION. USE CONSTRUCTION JOINT AT INTERFACE
OF EXISTING AND PROPOSED SURFACES.
ON
STOP SIGN. SEE DETAIL SHEET C-502.
OO
BIKE RACK. OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR TO COORDINATE WITH OWNER.
©
PARK ENTRY SIGN. SEE DETAIL SHEET C-504.
®
PARK BENCH (TYP). OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR TO COORDINATE WITH OWNER. LOCATION OF FINAL PLACEMENT TO BE
DETERMINED BY OWNER.
®
TRASH RECEPTACLE (TYP). OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR
TO COORDINATE WITH OWNER. LOCATION OF FINAL PLACEMENT
TO BE DETERMINED BY OWNER.
O
FLAG POLE. SEE DETAIL SHEET C-502.
OT
DOG WASTE STATION. WASTE STATION TO BE GREEN TERRABOUND DOG WASTE STATION WITH
ONEPUL BAGS MODEL 44-DOGSTATION OR APPROVED EQUAL.
LOCATION OF FINAL PLACEMENT TO BE DETERMINED BY OWNER. SEE DETAIL SHEET C-504.
O
DRINKING FOUNTAIN. SEE DETAIL SHEET C-504.
OV
HINGED BOLLARD. SEE DETAIL SHEET C-503.
O
PLAYGROUND AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
O
ADVENTURE PLAY AREA. PLAY AREA BY OTHERS. NOT IN CONTRACT.
0 8" 120 MIL YELLOW THERMOPLASTIC DIAGONAL PAVEMENT
OY
PICNIC SHELTER. SEE DETAIL SHEET C-504.
STRIPING ON 35' SPACING. SEE DETAIL SHEET C-507.
Z
CONCRETE CORNHOLE. SEE DETAIL SHEET C-503.
04" 120 MIL WHITE THERMOPLASTIC PAVEMENT STRIPING. SEE
DETAIL SHEET C-507.
AD
BOCCE COURT. SEE DETAIL SHEET C-503.
© 4" 120 MIL WHITE THERMOPLASTIC 2'-6'/SP MINI -SKIP
PICKLEBALL COURT. SEE DETAIL SHEET C-503.
PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
V1 CURB RAMP WITH DETECTABLE WARNING DOMES PER NCDOT
C1
BASKETBALL COURT. SEE DETAIL SHEET C-503.
STANDARD DRAWING 848.05.
6' CHAINLINK FENCE. SEE DETAIL SHEET C-502.
© WHITE PAINTED 24" STOP BAR
E1
6' SINGLE CHAINLINK GATE. SEE DETAIL SHEET C-502
X1 4" DOUBLE YELLOW PAINT STRIPE
F1
10' CHAINLINK FENCE. SEE DETAIL SHEET C-502.
G1
10' SINGLE CHAINLINK GATE. SEE DETAIL C-502.
©
RESTROOM BUILDING. SEE ARCHITECTURAL SHEETS.
11
PROPOSED LIGHT FIXTURE. SEE ELECTRICAL SHEETS.
J1
LANDSCAPE/GREEN AREA (TYP).
©1
FITNESS STATION AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
L1
WHITE PAINTED NON -DOT TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET C-505.
©
SPLIT RAIL FENCE. SEE DETAIL SHEET C-501.
T
©
ASPHALT OVERLAY. SEE DETAIL SHEET C-507.
FULL DEPTH ASPHALT. SEE DETAIL SHEET C-507.
THERMOPLASTIC WHITE TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET C-507.
®
4" 120 MIL DOUBLE YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
4" 120 MIL YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
C'' 30 0 15 30 60 SHEET
FINAL DRAWING
5400 Trinity Road _ CAL :� FOR REVIEW HOLLYBROOK PARK SITE PLAN - A
® Suite 107 = C. � _P ' _ GRAPHIC SCALE DIVISION VALUE = 30 FEET
041598 PURPOSES ONLY
Raleigh, NC 27607 ��'. .'� \ NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNER C=1
919.378.9111 :�9�JyNG�NE�`'��'�� FOR D. CHAPMAN K. DURRANT
NC Firm License # C-0459 �,/ Fw'p ' o
m cg i I lassociates. com
//�1�2� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721

T4W
T--- i%++++++++++++++++++++++++++++ MAT H LI N E » C„
+ ++ +� .+.+.+.+' /� `� ' SEE GENERAL NOTES ON SHEET C-102
r +++ ++++++++++++++++ M CHLINE "B"
�. ♦♦ +•+ + + + + + + + + + + + + + + + + + +
+++++++++++++++++++++++++++++++++++++++ C Q I +++++++++++++++++++++++++++++++++++++++++
/ 1� KEY NOTES
♦ f + + + + + + + + + + + + + + + + + + + + + + + m I A 4" CONCRETE SIDEWALK TYP . SEE DETAIL SHEET C-501. O ADVENTURE PLAY AREA. PLAY AREA BY OTHERS. NOT IN CONTRACT.
+ + + + + + + + + + + + + + + + + + + + + + + + +
Z Z w +++++++++++++++++++++++++++ Y PICNIC SHELTER. SEE DETAIL SHEET C-504.
JJ / / - / , ■ ■ ®■ ■ ®■ 0000.+++++++++++++++++++++++++++++++++...................++++++++++ �/ �� ©ASPHALT TRAIL (TYP). SEE DETAIL SHEET C-5fl1. 0
= I = ■,.� + + +♦+ + + + + + + + + + + + + + + + + +O Z CONCRETE CORNHOLE. SEE DETAIL SHEET C-503.
U� U + +,+ + + + + + + + + + + + + + + + + + + + + + + + + + + NATURAL SURFACE TRAIL. TRAIL BY OTHERS. NOT IN CONTRACT.
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,`
F- F- + + +♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + A BOCCE COURT. SEE DETAIL SHEET C-503.
+ +++++++++++++++++++++++++++ +++++ / / OD ASPHALT PARKING LOT.SEEDETAILSHEETC-501. 0
Q Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / /
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
r++++++++++++++++++++++++++ +++++++++ PICKLEBALL COURT. SEE DETAIL SHEET C-503.
p ++++++++++++++++++++++++++ +++++++++ O2'-6" CONCRETE CURB AND GUTTER (TYP).SEE DETAIL SHEET C-501.
+++++++++++++++++++++++++ ++++++++++++ m C1 BASKETBALL COURT.SEEDETAILSHEETC-503.
qy � • � t,, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / � / OF CONCRETE FLOW THRU. SEE DETAIL SHEET C-505. O
cti + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /
o +++++++++++++++++++++++ +++++++++++++
++++++++++++++++++++++ ++++++++++++++ I ©HCPARKING SPACE (TYP). SEE DETAIL SHEETC-501. �1 6 CHAINLINK FENCE. SEE DETAIL SHEET C-502.
B t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
T++++++++++++++++++++++ ++++++++++++++ /
` +++++++++++++++++++++ +++++++++++++++ E1 6'SINGLECHAINLINKGATE.SEEDETAILSHEETC-502
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + m O HC PARKING SIGN. SEE DETAIL SHEET C-501. 0
♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /
R++++++++++ +++++++++ +++++++++++++++++ m
+++++ +++ + +++++++ +++ ++:+++++++++++ / F1 10' CHAINLINK FENCE. SEE DETAIL SHEET C-502.
o ♦ +++ ++++++++ + +++ ++ +++++++++++++ / OI DETECTABLE WARNING PLATE, BLACKPOWDERCOATFINISH.SEEDETAILSHEET 0
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / / C- 501.
+++++++++++++++++ + +++++ +++++++++++++ / / /©10'SINGLECHAINLINKGATE.SEEDETAILC-502.
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
♦ ++++++++++++++++++ +++++++++++++++++++ / / OJ HCRAMP.SEEDETAILSHEETC-501.
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
++++++++++++++++ + ++++++++++++++++ / 43 BUILDING. SEE ARCHITECTURAL SHEETS.
+ + + + + + + + + + + + ....... + + + + + + + + + + + + + + + + +
+++++++++++++++ +++++++++++++++...... / / 4" WHITE PAINT STRIPE(TYP). 11 PROPOSED LIGHT FIXTURE. SEE ELECTRICAL SHEETS.
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+++++++++++++ +++++++++++++++++
+++++++++++++ ++++++++++++++++++ I / / L WHITE PAINTED HI -VISIBILITY CROSSWALK.SEEDETAILSHEETC-502.
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
■ ■ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / / J1 LANDSCAPE/GREEN AREA (TYP).
■ ■ - + ++++++++++++++++++++++++++++++++++++++++++++++++++++ m Jm 0 MATCH EXISTING GRADE WITH SMOOTH TRANSITION. USE CONSTRUCTION JOINT
+ + + + + + + o+ + + + + + + + + + + + + + + + + I ,- 1 AT INTERFACE OF EXISTING AND PROPOSED SURFACES. © FITNESS STATION AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
J1 +++ +++++++++++++++ I 1
+++ + +++++++++++++++
+ + + + + + + + + + + + \ O STOP SIGN. SEE DETAIL SHEET C-502. L1 WHITE PAINTED NON -DOT TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET
p 0 \\ C-505.
BIKE RACK. OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR
TO COORDINATE WITH OWNER. © SPLIT RAIL FENCE. SEE DETAIL SHEET C-501.
90.0'
1
�p © PARK ENTRY SIGN. SEE DETAIL SHEET C-504. © ASPHALT OVERLAY. SEE DETAIL SHEET C-507.
10 / j Q PARK BENCH TYP . OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. 0 FULL DEPTH ASPHALT. SEE DETAIL SHEET C-507.
a.
Q { ) 0
m CONTRACTOR TO COORDINATE WITH OWNER. LOCATION OF FINAL PLACEMENT
TO BE DETERMINED BY OWNER. THERMOPLASTIC WHITE TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET
• /
.......................................p / / C- 5 07.
o. R ® TRASH RECEPTACLE (TYP). OWNER TO PROVIDE AND CONTRACTOR TO
},q' ' ' ' ' ' ' ' ' ' ■ INSTALL. CONTRACTOR TO COORDINATE WITH OWNER. LOCATION OF FINAL ® 4" 120 MIL DOUBLE YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL
a .. ... i PLACEMENT TO BE DETERMINED BY OWNER. SHEET C-507.
s.. ............ .......... \ \
�•1. a `ram s . "' \ S FLAG POLE. SEE DETAIL SHEET C-502. 1 4" 120 MIL YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL SHEET
O ® C-507.
■ a,
M 1.3... E .. .. .. . \ a�
0
\ \ DOG WASTE STATION. WASTE STATION TO BE GREEN TERRABOUND DOG WASTE
F. \ \ STATION WITH ONEPUL BAGS MODEL 44-DOGSTATION OR APPROVED EQUAL. SD 8" 120 MIL YELLOW THERMOPLASTIC DIAGONAL PAVEMENT STRIPING ON 35'
�g �s 10 ■ \ \ LOCATION OF FINAL PLACEMENT TO BE DETERMINED BY OWNER. SEE DETAIL SPACING. SEE DETAIL SHEET C-507.
Q... 10............... 14 0 ■ ��� SHEET C-504.
s: t7) 0, 0 �, N T1 4" 120 MIL WHITE THERMOPLASTIC PAVEMENT STRIPING. SEE ETAIL SHEET
10.0' E / O DRINKING FOUNTAIN. SEE DETAIL SHEET C-504. C-507.
,a
15;0. 2.,0'......18. ' ■ O HINGED BOLLARD. SEE DETAIL SHEET C-503. 4" 120 MIL WHITE THERMOPLASTIC 2'-6'/SP MINI -SKIP PAVEMENT STRIPING.
' T © SEE DETAIL SHEET C-507.
s .. . . 18..... 24.0' J. �g:0' �� ��
s \�� O PLAYGROUND AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
J1 •. �� ....... H ■ C ��
:. '. :a1 0, • r1 ■ ®. V1 CURB RAMP WITH DETECTABLE WARNING DOMES PER NCDOT STANDARD
..... T8 DRAWING 848.05.
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5400 Trinity Road
® Suite 107
Raleigh, NC 27607
919.378.9111
q1Cg I I INC Firm License # C-0459
m cg i I lassociates. com
\� C I (
FINAL DRAWING
.� FOR REVIEW
SEAL �:
= 041598 - PURPOSES ONLY
NOT RELEASED
9�.�tiGiNFOR
Ty�W .D , o� \ \�
; �Lr3,,a 2� CONSTRUCTION
NO. I DATE I BY
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MAT HLINE
M CH LI N E "B" '! /
DESCRIPTION
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022.
2. ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF WENDELL DEVELOPMENT ORDINANCE.
3. SITE SIGNAGE SHALL CONFORM WITH APPLICABLE CODES AND ORDINANCES.
4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE LATEST "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND NCDOT
STANDARDS.
5. ALL DIMENSIONS ARE FACE OF CURB, EDGE OF PAVEMENT AND FACE OF WALL, UNLESS OTHERWISE NOTED.
6. THIS SITE IS NOT LOCATED IN ANY FLOOD ZONE.
7. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE STANDARDS. ALL IMPROVEMENTS SHALL COMPLY WITH THE
TOWN OF WENDELL STANDARDS FOR STORM DRAINAGE, SIGNAGE, LANDSCAPE, PLANTING, UTILITY AND PARKING REQUIREMENTS.
8. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER/ENGINEER/DESIGNER PRIOR TO PROCEEDING WITH ANY WORK.
9. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT OF WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
AREAS.
10. ALL PAVEMENT MARKINGS ARE TO BE PAINT IN COLOR AS SPECIFIED.
11. HATCHING OF HARD SURFACE MATERIALS SUCH AS BRICK AND CONCRETE ARE FOR GENERAL INFORMATION PURPOSES. IN NO INSTANCE IS A UTILITY LID, COVER
OR ACCESS POINT TO BE COVERED OVER AND CONCEALED BY THE PROPOSED SURFACE MATERIAL. ANY HIDDEN UTILITY BOXES, COVERS, ETC DISCOVERED
DURING CONSTRUCTION SHALL BE ADJUSTED TO MATCH PROPOSED GRADE ELEVATIONS.
12. PROVIDE CONSTRUCTION JOINTS AT ALL INTERFACES BETWEEN PROPOSED SURFACES/BUILDINGS. ALL CONSTRUCTION JOINTS ARE TO BE SEALED.
KEY NOTES LEGEND
0 4" CONCRETE SIDEWALK (TYP). SEE DETAIL SHEET C-501.-••-••-••- PROPERTY LINE
© ASPHALT TRAIL (TYP). SEE DETAIL SHEET C-501.LIMITS OF DISTURBANCE
© NATURAL SURFACE TRAIL. TRAIL BY OTHERS. NOT IN CONTRACT. ASPHALT TRAIL PAVING
O ASPHALT PARKING LOT. SEE DETAIL SHEET C-501. ASPHALT PARKING LOT PAVING
0 2'-6" CONCRETE CURB AND GUTTER (TYP). SEE DETAIL SHEET C-501. NCDOT ROAD WIDENING FULL DEPTH
' VARIABLE DEPTH ASPHALT OVERLAY
O CONCRETE FLOW THRU. SEE DETAIL SHEET C-505.
© HC PARKING SPACE (TYP) SEE DETAIL SHEET C-501 1.5" ASPHALT OVERLAY
O HC PARKING SIGN. SEE DETAIL SHEET C-501.
O DETECTABLE WARNING PLATE, BLACK POWDERCOAT FINISH. SEE DETAIL SHEET C-501.
(D HC RAMP. SEE DETAIL SHEET C-501.
OK 4" WHITE PAINT STRIPE (TYP).
© HI -VISIBILITY CROSSWALK. SEE DETAIL SHEET C-502.
O MATCH EXISTING GRADE WITH SMOOTH TRANSITION. USE CONSTRUCTION JOINT AT INTERFACE
OF
EXISTING AND PROPOSED SURFACES.
ON STOP SIGN. SEE DETAIL SHEET C-502.
O BIKE RACK. OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR TO COORDINATE WITH OWNER.
© PARK ENTRY SIGN. SEE DETAIL SHEET C-504.
® PARK BENCH (TYP). OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR TO COORDINATE WITH OWNER. LOCATION OF FINAL PLACEMENT TO BE
DETERMINED BY OWNER.
® TRASH RECEPTACLE (TYP). OWNER TO PROVIDE AND CONTRACTOR TO INSTALL. CONTRACTOR
TO
COORDINATE WITH OWNER. LOCATION OF FINAL PLACEMENT
TO BE DETERMINED BY OWNER.
OS FLAG POLE. SEE DETAIL SHEET C-502.
O DOG WASTE STATION. WASTE STATION TO BE GREEN TERRABOUND DOG WASTE STATION WITH
ONEPUL
BAGS MODEL 44-DOGSTATION OR APPROVED EQUAL.
LOCATION OF FINAL PLACEMENT TO BE DETERMINED BY OWNER. SEE DETAIL SHEET C-504.
O DRINKING FOUNTAIN. SEE DETAIL SHEET C-504.
OV HINGED BOLLARD. SEE DETAIL SHEET C-503.
O PLAYGROUND AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
O ADVENTURE PLAY AREA. PLAY AREA BY OTHERS. NOT IN CONTRACT.
S1
8" 120 MIL YELLOW THERMOPLASTIC DIAGONAL PAVEMENT
OY PICNIC SHELTER. SEE DETAIL SHEET C-504.
STRIPING ON 35' SPACING. SEE DETAIL SHEET C-507.
Z CONCRETE CORNHOLE. SEE DETAIL SHEET C-503.
0
T1
4" 120 MIL WHITE THERMOPLASTIC PAVEMENT STRIPING. SEE
DETAIL SHEET C-507.
AD BOCCE COURT. SEE DETAIL SHEET C-503.
©
4" 120 MIL WHITE THERMOPLASTIC 2'-6'/SP MINI -SKIP
® PICKLEBALL COURT. SEE DETAIL SHEET C-503.
PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
V1
CURB RAMP WITH DETECTABLE WARNING DOMES PER NCDOT
C1 BASKETBALL COURT. SEE DETAIL SHEET C-503.
STANDARD DRAWING 848.05.
® 6' CHAINLINK FENCE. SEE DETAIL SHEET C-502.
©
WHITE PAINTED 24" STOP BAR
E1 6' SINGLE CHAINLINK GATE. SEE DETAIL SHEET C-502
X1
4" DOUBLE YELLOW PAINT STRIPE
F1 10' CHAINLINK FENCE. SEE DETAIL SHEET C-502.
© 10' SINGLE CHAINLINK GATE. SEE DETAIL C-502.
® RESTROOM BUILDING. SEE ARCHITECTURAL SHEETS.
11 PROPOSED LIGHT FIXTURE. SEE ELECTRICAL SHEETS.
J1 LANDSCAPE/GREEN AREA (TYP).
® FITNESS STATION AREA. EQUIPMENT BY OTHERS. NOT IN CONTRACT.
L1 WHITE PAINTED NON -DOT TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET C-505.
© SPLIT RAIL FENCE. SEE DETAIL SHEET C-501.
r
® ASPHALT OVERLAY. SEE DETAIL SHEET C-507.
00 FULL DEPTH ASPHALT. SEE DETAIL SHEET C-507.
® THERMOPLASTIC WHITE TRAFFIC ARROWS AND SYMBOLS. SEE DETAIL SHEET C-507.
® 4" 120 MIL DOUBLE YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
® 4" 120 MIL YELLOW THERMOPLASTIC PAVEMENT STRIPING. SEE DETAIL SHEET C-507.
HOLLYBROOK PARK
TOWN OF WENDELL
WAKE COUNTY, NORTH CAROLINA
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
D.CHAPMAN
PROJECT MANAGER
M. NORRIS
DESIGNER
K. DURRANT
REVIEWER
J. HERMAN
DATE
FEBRUARY 2023
SITE PLAN - C
PROJECT #
21.01721
FUNDING #
SHEET
C=1 04

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I I I
6'WOOD FENCE
ENCROACHES 0.1'-0.2' _ -
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1
1
GENERAL NOTES:
1
1.
EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND LOCAL CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND
OFF SITE.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE OWNER.
4.
CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF
SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL REQUIRED
APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE EROSION CONTROL AUTHORITIES.
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5.
THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING LABRATORY (ITL) TO PROVIDE TESTING
OPERATIONS ALL FILL MATERIALS SHALL BE APPROVED FOR SUITABILITY BY THE ITL
OF EARTHEN MATERIALS DURING EXCAVATION AND FILL
/ __ 284�
U 6. SEED ALL DISTURBED AREAS UTILIZING A FESCUE BLEND (MIN. 2 REBEL, JAGUAR, FALCON). APPLICATION RATE OF SEED PER AAN STANDARDS. ALL
FERTILIZER AND LIME AS RECOMMENDED BY SOIL TEST.
< 7. ALL SPOT ELEVATIONS AT CURB ARE AT TOP BACK OF CURB. ALL OTHER SPOT ELEVATIONS ARE AT SLAB GRADE OR AS INDICATED.
I
8. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAILS SHEET C-505.
9. CONTRACTOR TO ENSURE POSITIVE DRAINAGE ON ALL SURFACES. NOTIFY ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF ANY
PAVING/SURFACES IF ON SITE CONDITIONS ARE FIELD DETERMINED NOT TO PROVIDE POSITIVE DRAINAGE.
10. CONTRACTOR TO INSTALL SILT SAK EROSION PROTECTION ON ANY STRUCTURE RECEIVING RUNOFF FROM THE ACTIVE CONSTRUCTION AREA, NOT ALREADY
PROTECTED BY AN EROSION CONTROL DEVICE. UNDER NO CIRCUMSTANCE IS UNTREATED WATER TO BE RELEASED FROM THE WORK AREA WITHOUT PASSING
THROUGH AN EROSION CONTROL DEVICE.
/
KEY NOTES:
PROPOSED MANHOLE. SEE DETAIL SHEET C-509.
\ \ \ \ © PROPOSED DROP INLET WITH FRAME AND GRATE. SEE DETAIL SHEET C-505.
/
FIREWOOD ROOF / \ I \ \ © PROPOSED FLARED END SECTION -MATERIAL TO MATCH PIPE. SEE DETAIL SHEET C-509.
OVERHANG & FENCE /
ENCROACHES 2.8' / \
PROPOSED CONCRETE CATCH BASIN WITH FRAME, GRATE, AND HOOD PER NCDOT
STANDARD DRAWING 840.02
E PROPOSED ROCK DISSIPATER SEE DETAIL SHEET C 506
1 STORY
WOOD
SHED
/
SHED
GATE
P
-
/ MATCH EXISTING GRADE WITH SMOOTH TRANSITION.
CONCRETE PIPE COLLAR. SEE DETAIL SHEET C-XXX
CUT AND REMOVE 11' OF EXISTING ARCH CMP AND EXTEND 26' USING
71"x47" ARCH CMP HAVING 2-2/3"x1/2" CORRUGATIONS AND A WALL THICKNESS
/
OF 0.138". MATCH SLOPE OF EXISTING ARCH CMP. ALL WORK IN THE STREAM SHALL
00 BE PERFORMED IN DRY CONDITIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE
DIVERSION OR PUMP -AROUND TO MAINTAIN A DRY WORK AREA. SEE DETAIL SHEET C-507.
Q PROVIDE FABRICATED JOINT TO CONNECT STORM DRAIN PIPE TO ARCH CMP. USE
PIPE CONCRETE PIPE COLLAR TO CONNECT STORM DRAIN PIPE TO FABRICATED JOINT.
J PROPOSED CLASS IV RCP STORM DRAIN PIPE
PROPOSED HDPE STORM DRAIN PIPE
_ 1
PROPOSED CONCRETE TRAFFIC BEARING JUNCTION BOX WITH MANHOLE FRAME AND COVER
PER NCDOT STANDARD DRAWINGS 840.34 AND 840.46.
286
\ I
/ 284.53 I
/ 285 .30
284.53 \
1
2800 3
/ _ /
N 0% SLOPE -1.07- SLOP 282.77
/ 283 L0 I 1
INV=281.24' d / -
N / I N \ I 283.50
/ N \ 0 I\ 282.77
30"MAPLE CN
/ ap I 1.OE 1.0% 1
\ EX 282.88 SLOPE
I
INV=280.90' / 2-1 1
B / -0 \ I N r-j
- I N
\ / Za'284.53 � 285.30 \ - I-
\ 282.52 / / - - _ 282.21 _ 28 3 I B N I \ I
\ 282.01 � � 1
- - - 282.7 - _ I
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J 283
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1-3 D J 281.71 / K 1-4
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EX 282.99 lEX 282.68 EX 282.36 EX 281.79 X 281.31 11-6 L r/
EX 281.03 EX 280 76 EX 280 47
Pipe Characteristics
Upstream
Structure ID
Downstream
Structure ID
Upstream
Structure Rim
Elevation
Length
(FT)
Inv. In
Inv. Out
Diameter (IN)
FES
1-2
282.85
62
281.00
278.40
18
1-2
1-3
282.05
60
278.20
277.70
18
1-3
1-3A
281.50
46
277.50
277.10
18
1-3A
1-4
281.35
60
276.90
276.40
18
1-4
1-5
280.90
175
275.90
274.30
24
1-5
1-6
279.35
140
274.10
273.00
24
1-6
1-7
277.80
169
272.80
268.50
24
1-7
1-8
273.00
132
268.30
260.50
24
1-8
1-9
267.70
198
263.50
255.50
24
1-9
1-10
259.45
107
255.30
253.70
24
1-10
Arch CMP
257.90
5
253.50
253.40
24
2-1
1-4
282.50
69
279.50
278.15
12
3-1
1-5A
281.00
55
278.00
276.80
12
4-1
Arch CMP
257.90
5
254.50
254.40
15
5-1
1-8
272.90
46
269.00
264.25
15
6-1
FES
272.90
50
268.00
267.50
15
7-1
FES
275.50
40
271.50
271.00
15
8-1
FES
277.00
53
274.00
271.00
15
1-5A
1-5
279.35
6
276.60
276.50
12
1-6A
1-6
277.45
11
274.70
274.50
12
1-7A
1-7
273.00
11
270.25
270.10
12
1-8A
1 1-8
1 267.40
1 9
1 264.75
264.60
1 12
i 15 RCP �
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FINAL DRAWING
5400 Trinity Road 2•.� : FOR REVIEW HOLLYBROOK PARK
Suite 107 _ SEAL
® - 041598 . - PURPOSES ONLY
Raleigh, NC 27607 - = NOT RELEASED
919.378.9111 '� �'�
TOWN OF WENDELL
NC Firm License # C-0459 i, FW Io �oc\ FOR
mcgillassociates.com�!��CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
30 0 15 30 60
GRAPHIC SCALE DIVISION VALUE = 30 FEET GRADING AND DRAINAGE - A
OFFICE MANAGER DESIGNER
D. CHAPMAN M. OETTING
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
SHEET
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\ + ■ ♦ �� + + + + + + + ++. + + + N + + + + + � + + +a+ + I �� O PROPOSED MANHOLE. SEE DETAIL SHEET C-509.
+ + + + •+ + + +1 + + + + + + + +� + + 1 I
+ ++++++ +++ +++++ ++++++ ++++ +++ / " �\ \ �� © PROPOSED DROP INLET WITH FRAME AND GRATE. SEE DETAIL SHEET C-505.
+ + + + + +
GENERAL NOTES:
1.
EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND
OFF SITE.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR
AS DIRECTED BY LOCAL
AUTHORITIES OR THE OWNER.
4.
CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL
INCLUDE ALL REQUIRED
APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE EROSION CONTROL AUTHORITIES.
5.
THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING LABRATORY (ITL) TO PROVIDE TESTING OF EARTHEN MATERIALS DURING
EXCAVATION AND FILL
OPERATIONS. ALL FILL MATERIALS SHALL BE APPROVED FOR SUITABILITY BY THE ITL.
6.
SEED ALL DISTURBED AREAS UTILIZING A FESCUE BLEND (MIN. 2 REBEL, JAGUAR, FALCON). APPLICATION RATE OF SEED PER AAN
STANDARDS. ALL
FERTILIZER AND LIME AS RECOMMENDED BY SOIL TEST.
7.
ALL SPOT ELEVATIONS AT CURB ARE AT TOP BACK OF CURB. ALL OTHER SPOT ELEVATIONS ARE AT SLAB GRADE OR AS INDICATED.
8.
ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE
DETAILS SHEET C-505.
9.
CONTRACTOR TO ENSURE POSITIVE DRAINAGE ON ALL SURFACES. NOTIFY ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION
OF ANY
PAVING/SURFACES IF ON SITE CONDITIONS ARE FIELD DETERMINED NOT TO PROVIDE POSITIVE DRAINAGE.
10.
CONTRACTOR TO INSTALL SILT SAK EROSION PROTECTION ON ANY STRUCTURE RECEIVING RUNOFF FROM THE ACTIVE CONSTRUCTION
AREA, NOT ALREADY
PROTECTED BY AN EROSION CONTROL DEVICE. UNDER NO CIRCUMSTANCE IS UNTREATED WATER TO BE RELEASED FROM THE WORK
AREA WITHOUT PASSING
THROUGH AN EROSION CONTROL DEVICE.
\ �� 8
\
279 \
\
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\
\
\ 280
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\
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PROPOSED FLARED END SECTION -MATERIAL TO MATCH PIPE. SEE DETAIL SHEET C-509.
■ qo
C I ■ / / 1 \ \� OD PROPOSED CONCRETE CATCH BASIN WITH FRAME, GRATE, AND HOOD PER NCDOT
STANDARD DRAWING 840.02
K I I I I \ \ �� �� EO PROPOSED ROCK DISSIPATER. SEE DETAIL SHEET C-506.
MATCH EXISTING GRADE WITH SMOOTH TRANSITION.
CONCRETE PIPE COLLAR. SEE DETAIL SHEET C-XXX
CUT AND REMOVE 11' OF EXISTING ARCH CMP AND EXTEND 26' USING
d \ \ \ \ \ \ \\\ \\ 71 "x47" ARCH CMP HAVING 2-2/3"x1 /2" CORRUGATIONS AND A WALL THICKNESS
OF 0.138". MATCH SLOPE OF EXISTING ARCH CMP. ALL WORK IN THE STREAM SHALL
i \ ♦ `� BE PERFORMED IN DRY CONDITIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE
\ \ \ \ \ \ \\ \\\\ DIVERSION OR PUMP -AROUND TO MAINTAIN A DRY WORK AREA. SEE DETAIL SHEET C-507.
PROVIDE FABRICATED JOINT TO CONNECT STORM DRAIN PIPE TO ARCH CMP. USE
•40 \ I I 1 \ \ PIPE CONCRETE PIPE COLLAR TO CONNECT STORM DRAIN PIPE TO FABRICATED JOINT.
PROPOSED CLASS IV RCP STORM DRAIN PIPE
PROPOSED HDPE STORM DRAIN PIPE
\ \ \ \ \ I I\ \ \ \ © PROPOSED CONCRETE TRAFFIC BEARING JUNCTION BOX WITH MANHOLE FRAME AND COVER
PER NCDOT STANDARD DRAWINGS 840.34 AND 840.46.
_j
/LARGE
ROCK
Pipe Characteristics
Upstream
Structure ID
Downstream
Structure ID
Upstrea m
Structure Rim
Elevation
Length
(FT)
Inv. In
Inv. Out
Diameter (IN)
FES
1-2
282.85
62
281.00
278.40
18
1-2
1-3
282.05
60
278.20
277.70
18
1-3
1-3A
281.50
46
277.50
277.10
18
1-3A
1-4
281.35
60
276.90
276-40
18
1-4
1-5
280.90
175
275.90
274.30
24
1-5
1-6
279.35
140
274.10
273.00
24
1-6
1-7
277.80
169
272.80
268- 50
24
1-7
1-8
273.00
132
268-30
260-50
24
1-8
1-9
267.70
198
263.50
255.50
24
1-9
1-10
259.45
107
255.30
253.70
24
1-10
Arch CMP
257.90
5
253.50
253.40
24
2-1
1-4
282.50
69
279.50
278.15
12
3-1
1-5A
281.00
55
278.00
276.80
12
4-1
Arch CMP
257.90
5
254.50
254.40
15
5-1
1-8
272.90
46
269-00
264-25
15
6-1
FE5
272.90
50
268.00
267.50
15
7-1
FES
275.50
40
271.50
271-00
15
8-1
FES
277.00
53
274.00
271.00
15
1-5A
1-5
279.35
6
276.60
276.50
12
1-6A
1-6
277.45
11
274.70
274.50
12
1-7A
1-7
273.00
11
270.25
270.10
12
1-8A
1-8
267.40
1 9
1 264.75
264.60
12
/ J / 13
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1 INV=270.80' _ _ -
--ARCH-CARP -0- 1.%-
INV=271.30'
\\\\ It/
FINAL DRAWING
5400 Trinity Road FOR REVIEW
® Suite 107 _ LEAI_ _ PURPOSES ONLY
Raleigh, NC 27607 = 041598 _
NOT RELEASED
919.378.9111 �9�`�4G/NE�e
FOR
NC Firm License #_ '%;S"F►%v'o.`��. CONSTRUCTION
mcgillassociates.com -�
L
• a
d .
- 1
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\
Z
30 0 15 30 60
HOLLYBROOK PARK 111111
GRADING AND DRAINAGE - B
GRAPHIC SCALE DIVISION VALUE = 30 FEET
' e T I V.d
e .
d
�`X�NN
�1U
TOWN OF WENDELLOFFICE MANAGER DESIGNER
D. CHAPMAN M. OETTING
1 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
SHEET
C=202
a

/
/
LOT 312 LOT 313
/ I \
/ I \
21
19 20
6' PLASTIC FENCE
\�� \
_ 284
/ \ \
/ 283
LOT 305
co
100' DUKE ENERGY POWER LINE EASEMENT (BM 2006
6 PG 614
/ �
1 I / ry ry�� / / / '�
U / Y
LL
SILT FENCE
ENCROACHES / + +
UP TO 1.75 + + + + + + + + + + +� + + + + ... .... � + + + + + + + +
+ + + + + + +
GENERAL NOTES:
1.
EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR, DATED JUNE 1, 2022.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND
OFF SITE.
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR
AS DIRECTED BY LOCAL
AUTHORITIES OR THE OWNER.
4.
CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL
INCLUDE ALL REQUIRED
APPROVALS AND CONDITIONS DICTATED BY LOCAL OR STATE EROSION CONTROL AUTHORITIES.
5.
THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT TESTING LABRATORY (ITL) TO PROVIDE TESTING OF EARTHEN MATERIALS DURING
EXCAVATION AND FILL
OPERATIONS. ALL FILL MATERIALS SHALL BE APPROVED FOR SUITABILITY BY THE ITL.
6.
SEED ALL DISTURBED AREAS UTILIZING A FESCUE BLEND (MIN. 2 REBEL, JAGUAR, FALCON). APPLICATION RATE OF SEED PER AAN
STANDARDS. ALL
FERTILIZER AND LIME AS RECOMMENDED BY SOIL TEST.
7.
ALL SPOT ELEVATIONS AT CURB ARE AT TOP BACK OF CURB. ALL OTHER SPOT ELEVATIONS ARE AT SLAB GRADE OR AS INDICATED.
8.
ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE
DETAILS SHEET C-505.
9.
CONTRACTOR TO ENSURE POSITIVE DRAINAGE ON ALL SURFACES. NOTIFY ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION
OF ANY
PAVING/SURFACES IF ON SITE CONDITIONS ARE FIELD DETERMINED NOT TO PROVIDE POSITIVE DRAINAGE.
10.
CONTRACTOR TO INSTALL SILT SAK EROSION PROTECTION ON ANY STRUCTURE RECEIVING RUNOFF FROM THE ACTIVE CONSTRUCTION
AREA, NOT ALREADY
PROTECTED BY AN EROSION CONTROL DEVICE. UNDER NO CIRCUMSTANCE IS UNTREATED WATER TO BE RELEASED FROM THE WORK
AREA WITHOUT PASSING
THROUGH AN EROSION CONTROL DEVICE.
KEY NOTES:
O PROPOSED MANHOLE. SEE DETAIL SHEET C-509.
© PROPOSED DROP INLET WITH FRAME AND GRATE. SEE DETAIL SHEET C-505.
© PROPOSED FLARED END SECTION —MATERIAL TO MATCH PIPE. SEE DETAIL SHEET C-509.
DO PROPOSED CONCRETE CATCH BASIN WITH FRAME, GRATE, AND HOOD PER NCDOT
STANDARD DRAWING 840.02
EO PROPOSED ROCK DISSIPATER. SEE DETAIL SHEET C-506.
FO MATCH EXISTING GRADE WITH SMOOTH TRANSITION.
© CONCRETE PIPE COLLAR. SEE DETAIL SHEET C—XXX
HO CUT AND REMOVE 11' OF EXISTING ARCH CMP AND EXTEND 26' USING
71"x47" ARCH CMP HAVING 2-2/3"x1/2" CORRUGATIONS AND A WALL THICKNESS
OF 0.138". MATCH SLOPE OF EXISTING ARCH CMP. ALL WORK IN THE STREAM SHALL
BE PERFORMED IN DRY CONDITIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE
DIVERSION OR PUMP —AROUND TO MAINTAIN A DRY WORK AREA. SEE DETAIL SHEET C-507.
ID PROVIDE FABRICATED JOINT TO CONNECT STORM DRAIN PIPE TO ARCH CMP. USE
PIPE CONCRETE PIPE COLLAR TO CONNECT STORM DRAIN PIPE TO FABRICATED JOINT.
JO PROPOSED CLASS IV RCP STORM DRAIN PIPE
KO PROPOSED HDPE STORM DRAIN PIPE
© PROPOSED CONCRETE TRAFFIC BEARING JUNCTION BOX WITH MANHOLE FRAME AND COVER
PER NCDOT STANDARD DRAWINGS 840.34 AND 840.46.
+ + + + + + + + + + + + +
/ ++++++++++++ / i MAT HLINE
++++++ +++++ +++
% / / /� / �,�,, ++++++++++++++++++++ / ry N " M CHLINE "B"
+++++++++++++++++ +++
/ +++ +++++1++++/+++ +++ /
++++++++++++ ++ ++
30 0 15 30 60
c1/ SHEET
FINAL DRAWING
5400 Trinity Road _ �''.� : FOR REVIEW H O LLYB ROO K PARK GRAPHIC SCALE DIVISION VALUE = 30 FEET GRADING AND DRAINAGE - C
® Suite 107 _ 4
041598 19 _ PURPOSES ONLY
Raleigh, NC 27607 =
�?�'. ; NOT RELEASED TOWN OF WENDELL OFFICE MANAGER DESIGNER
919.378.9111 :�9�jyNcirvE�.�'\� C=203
FOR D. CHAPMAN M. OETTING
NC Firm License # C-0459 FW'p0, \
mcgillassociates.com ��4 CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
Y
fY
Q
11
Y
0
0
IY
Ib
J
J
0
J
J
W
0
z
W
U_
0
0
N

Y
Q
d
Y
O
O
Ir
m
J
J
O
J
J
W
0
Z
W
16+75 17+00 17+25 17+50 17+75 0
288 288 288 288 284 284 284 284 284 284 �
O
284 284 284 284 280 280 280 280 280 280
280 \ 280 280 280 276 0'7% 276 276 — 276 276 _ 2 0% 2.2% 276 "
276 Z.U° — — 276 276 2.0% 276 272 272 272 \ 272 272 — — — — — 272
272 272 272 272 268 268 268 268 268 1 1 1268
268 40 20 0 20 40 268 268 40 20 0 20 40 268 264 40 20 0 20 40 264 264 40 20 0 20 40 I I I Er=1264 264 40 20 0 20 40 264
15+50 15+75 16+00 16+25 16+50
288 288 288 288 288 288 288 288 288 288
284 284 284 284 284 284 284 284 284 284
—
280 \ 0 280 280 \ 2.0% �_ 280 280----, 2.0% 280 280 \ 1.5% 280 280 280
2.0% 1.3%
276 276 276 276 276 — 276 276 --- — 276 276 — --- — — 276
272 272 272 272 272 272 272 272 272 272
268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268
14+25 14+50 14+75 15+00 15+25
288 288 288 288 288 288 288 288 288 288
284 284 284 284 284 284 284 284 284 284
2.0° 1.2% — — — — — —
1.3
280 — \ 280 280 --- _ 280 280 2'0 _1_2% _ 280 280 _1_1% 280 280 -- % 280
276 276 276 \ 276 276 276 276 276 276 276
272 272 272 272 272 272 272 272 272 272
268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 40 20 0 20 40 268
13+50 13+75 14+00
13+00 13+25 288 288 288 288 288 288
288 288 288 288 284 284 284 284 284 284
4.5 3.3%
° f-
284 ° 284 284 5.11% 284 280 _ 280 280--- — _ — --- 280 280 — — --- 280
280 280 280------ 280 276 276 276 276 276 276
276 276 276 276 272 272 272 272 272 272
272 40 20 0 20 40 272 272 40 20 0 20 40 272 268 40 20 0 20 40 268 268 40 20 0 20 40 268 268 268
40 20 0 20 40
11 +75
292 292 12+00 12+25 12+50 12+75
288 288 288 288 288 288 288 288 288 288
284-----6.a% — — 7.3% — _ — _ —
284 284 — ° 284 284 — 4% 284 284 .4% — — — _ 284 284 .5� ° — 284
280 280 280 280 280 280 280 _ 280 280 280
276 276 276 276 276 276 276 276 276 276
272 40 20 0 20 40 272 272140 20 0 20 40 272 272140 20 0 20 40 272 272 40 20 0 20 40 272 272 40 20 0 20 40 272
10+75 11 +00 11 +25 11 +50
10+ 45 292 292 292 292 292 292 292 292
292 292 288 288 288 288 288 288 288 288
288 288 284 4% 1� — 284 284 ' — — 284 284 a.1 ° — — — 284 284 — 6_4% - 284
284 35% — 284 280 280 280 280 280 280 280 280
280 280 276 276 276 276 276 276 276 276
276 40 20 0 20 40 276 272 40 20 0 20 40 272 272 40 20 0 20 40 272 272 40 20 0 20 40 272 272 272
40 20 0 20 40
C20 0 10 20 40 SHEET
FINAL DRAWING
5400 Trinity Road �'.� FOR REVIEW HOLLYBROOK PARK HOLLYBROOK ROAD
Suite 107 c F y • GRAPHIC SCALE DIVISION VALUE = 20 FEET
04EAL PURPOSES ONLY CROSS SECTIONS
R OFFICE MANAGER DESIGNER
Raleigh, NC 27607 ��. �, NOT RELEASEDTOWN OF WENDELLM III919.378.9111 �9� •' GiNEF� ���� D. CHAPMAN M. OETTING
C=204
NC Firm License # C-0459 %,tiFw p pE��` F R
�,�2�C9 CONSTRUCTION WAKE COUNTY, NORTH CARO LI NA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721

Y
Q
d
Y
O
O
Ir
m
J
J
O
24+25 24+75 w
0
z
Uj
268 268 24+50 272 272 25+13.13 �
O
264 264 268 268 268 268 272 272 �
0
260 260 264 264 264 __ 264 268 268
256 — 256 260 , 260 260 _ 260 264 264 "
252 252 256 256 256 256 260 260
248 40 20 0 20 40 248 252 40 20 0 20 40 252 252 40 20 0 20 40 252 256 40 20 0 20 40 256
23+75 24+00
23+00 23+25 23+50 268 268 268 268
264 264 264 264 264 264 264 264 264 264
260 260 260 260 260 260 260 ---1 1260 260 --- --- 260
256 256 256 256 256 256 256 256 256 256
252 252 252 252 252 252 252 252 252 252
E1
248 40 20 0 20 40 248 248 40 20 0 20 40 248 248 40 20 0 20 40 248 248 40 20 0 20 40 248 248 248
40 20 0 20 40
22+25 22+50 22+75
21 +75 22+00 264 264 264 264 264 264
264 264 264 264 260 260 260 260 260 260
260 260 260 260 256 _ , 256 256 _ 256 256 256
256 — 256 256 256 252 252 252 252 252 252
252 252 252 252 248 248 248 248 248 248
248 40 20 0 20 40 248 248 40 20 0 20 40 248 244 40 20 0 20 40 244 244 40 20 0 20 40 244 244 244
40 20 0 20 40
20+50 20+75 21 +00
268 268 268 268 268 268 21 +25 21 +50
264 264 264 264 264 264 264 264 264 264
260 _ _ — 260 260 --- --- 260 260 260 260 260 260 260
256 256 256 \ 256 256 — 256 256 256 256 — 256
252 252 252 252 252 252 252 252 252 252
248 40 20 0 20 40 248 248 40 20 0 20 40 248 248 40 20 0 20 40 248 248 40 20 0 20 40 248 2248
48 40 20 0 20 40
19+25 19+50 19+75 20+00
276 276 276 276 276 276 272 272 20+ 25
272 272 272 272 272 272 268 268 268 268
268 _--1 1268 268 1268 26811, 1 1 1 1268 264 264 264 - _ 264
264 264 264 264 264 — ff - 264 260 \ 260 260 260
260 260 260 260 260 260 256 256 256 256
256 256 256 256 256 256 252 252 252 252
252 248
40 20 0 20 40 252 252 40 20 0 20 40 252 252 40 20 0 20 40 252 248 40 20 0 20 40 248 248 40 20 0 20 40
18+25 18+50 18+75 19+00
18+ 00 280 280 280 280 280 280 276 276
280 280 276 276 276 276 276 276 272 272
276 _ 276 272 — 272 272 272 272 272 268 - 268
272 - --- _ 272 268 268 268 — 268 268 - - _ 268 264 264
268 268 264 264 264 264 264 264 260 260
E]
264 40 20 0 20 40 264 260 40 20 0 20 40 260 260 40 20 0 20 40 260 260 40 20 0 20 40 260 256 40 20 0 20 40 256
OSEAL
'20 0 10 20 40 SHEET
FINAL DRAWING5400 Trinity Road � FOR REVIEW HOLLYBROOK PARK HOLLYBROOK ROAD
Suite 107 y •GRAPHICSCALE DIVISIONVALUE = 20 FEET
04PURPOSES ONLY CROSS SECTIONS
R OFFICE MANAGER DESIGNER
Raleigh, NC 27607 ��. �, NOT RELEASEDTOWN OF WENDELL919.378.9111 �9�''GiNEF� ���� D. CHAPMAN M. OETTING
C=205
NC Firm License # C-0459 %,tiFw p pE��` F R
//�,�2�C9 CONSTRUCTION WAKE COUNTY, NORTH CARO LI NA PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721

I
/ - 285 —
\ /
/ \
--254- \ / I I N NNNNNNNN N
— \
� --2ss —
LOT 305
_282-
`QC, 22
50' \ N�
ao 810 OT Rq/� I II / / /\'/ 50' \\\�\ \\ \ v�
/ / �.•®• \ II I ry „; / // / / \\ If
'-vim\ \\ \\\ \ \
NNC9 I \ / / I i ti
CIAI / / / J 1 / ti
9
L60
V1
EROSION CONTROL LEGEND
/ _ / / I %/� / ■������ PROJECT LIMITS
LOT 61 . 100 DUKE ENERGY POWER LINE EASEMENT (BM 200 P6 G 614) /
LOT 60 LOT 62 LOT 95 1 LOT 96 LOT 98 1 % I / / I�/ // ti �� / //------- LIMITS OF DISTURBANCE (11.1 ACRES)
p
•.. / • / / / / i ti° _ / ////, / SEDIMENT WATTLE
16 SILT FENCE
10 11 12 13 I 14 15 \ I � j // /// :� � / �/ � // /// � • /• J a /� l /i/� — — �
SILT FENCE OUTLET
INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE
6'WOODFENCE
ENCROACHES 0.1'-0.2'
/ // •/ r _ �! 1 •..L..^l,•` \� j// S75BN EROSION MATTING
-' / RIP RAP OUTLET PROTECTION
wow
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN CO CASE NOT LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES APPROX. 0.5 FEET
DEEP AT THE SILT FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
3. ALL SEEDED AREA SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS AND DENSE VEGETATIVE
COVER.
4. MAINTAIN ALL MATTING THAT HAS BEEN PLACE ON SLOPES AND IN DITCHES. CHECK FOR GOOD
GROUND CONTACT AND FOR THE OCCURRENCE OF ANY EROSION UNDER THE MATTING. MONITOR AND
REPAIR OR REPLACE AS NECESSARY.
5. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED BY NCDEQ AND THE
NPDES CONSTRUCTION STORMWATER PERMIT. SELF INSPECTIONS ARE TO BE CONDUCTED AFTER EACH
PHASE OF THE PROJECT FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION
CONTROL MEASURERS.
6. SEDIMENT SHALL BE REMOVED FROM THE TEMPORARY SKIMMER AND SEDIMENT BASINS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. CLEAN OUT AND RESHAPE
BASIN BACK TO THEIR ORIGINAL DIMENSIONS. SKIMMERS SHALL BE CHECK FOR CLOGGING AND
CLEANED OUT. REPAIR OR REPLACE ANY DAMAGED BAFFLES.
EC MAINTENANCE PLAN
45 UPDATED MARCH, 2017
N
O
FIREWOOD ROOF
OVERHANG & FENCE
ENCROACHES 2.8'
1 STORYI
WOOD
SHED
0
Ee
-284
/
TEMPORARY DIVERSION DITCH
TEMPORARY SLOPE DRAIN
r400011/
�'��''' // \ �� I \ \\ \\ \\ \ 1\ l I � I \ �'• \\ \\ \ �\ I / ./ / ` /�% / / PIPE INLET PROTECTION
. 9�� / \ `\� I \ \ \ \ \ Leo `�� \\ \�\ \
/ 2 \
--
,0\\RIPq
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INSTALLATION PHASING
OF THE EROSION AND SEDIMENT CONTROL MEASURES
PHASE
1. FLAG WORK AREA.
2. LOCATE ALL EXISTING UTILITIES WITHIN THE PROJECT AREA.
3. CLEAR ONLY THE AREAS NECESSARY TO INSTALL PERIMETER EROSION CONTROL
MEASURES SUCH AS THOSE LISTED IN #4 AND #5.
4. INSTALL CONSTRUCTION ENTRANCE.
5. INSTALL TREE PROTECTION, FENCING, PROTECTION FOR EXISTING INLETS, SILT
FENCING AND SILT FENCE OUTLETS AS SHOW ON PLANS. ADD OR ADJUST SILT FENCE
OUTLET LOCATIONS AS DICTATED PER FIELD CONDITIONS.
6. INSTALL SKIMMER BASINS, RELATED DIVERSION DITCHES, AND WATTLES.
7. SEED ALL AREAS DISTURBED BY THE INSTALLATION OF THESE DEVICES IMMEDIATELY.
8. CLEAR, GRUB AND PROCEED WITH DEMOLITION WORK.
9. KEEP NPDES SELF -INSPECTION AND SELF -MONITORING RECORDS ON SITE AT THE
CONTRACTOR'S FIELD OFFICE. FORMS CAN BE DOWNLOADED FROM NCDEQ WEBSITE:
https:Hdeg. nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-
control/forms
66
\ C I/ / 60 0 30 60 120 SHEET
FINAL DRAWING
5400 Trinity Road _ 2•.� : FOR REVIEW HOLLYBROOK PARK EROSION CONTROL PLAN
Suite 107 SEAL �: = GRAPHIC SCALE DIVISION VALUE = 60 FEET
Raleigh, NC 27607 = 041598 PURPOSES ONLY PHASE 1
NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNER C=301
919.378.9111 �?'9j�`�N�INE�? ��'\ D. CHAPMAN C. BROWN
NC Firm License # C-0459 %,yFW'p ' p� \ FOR 2 1/31/2023 COB REVISED PER NCDEQ EC COMMENTS (1/26/23)
m cg i I lassociates. com tiS vc CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721

\ Sod Ue GROV14
FT
ce83�v I I / / / � 11, / / I I I \ I \ Ir \.�� 50 \�\\\� � \'\�
oz \ �\ ��\\\ \� EROSION CONTROL LEGEND
\ / \ ~I •�`•�• / I I I / I \ \\ LI LI \ �cN�\I \\ \�\\ \\\� \ ■������ PROJECT LIMITS
LIMITS OF DISTURBANCE (11.1 ACRES)
\ / / ®�•1' \\ II " " ^ti // / / I\ I �O \ \ \\ \�\ \ SEDIMENT WATTLE
/ / ( I \ \. ll I SILT FENCE
soA�a�
/ e� � � �,�A \ I L / • / / / l / /
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SILT FENCE OUTLET
INLET PROTECTION
/ti / 1 // // / IIII. TEMPORARY CONSTRUCTION ENTRANCE
/ I / / /`• / / / / / / / / ��6 / I Ilj I I
LPNE S75BN EROSION MATTING
RENIIDTN RIB RIP RAP OUTLET PROTECTION
IG pG52 \ —
lob
I ( I ( I — / // // // ; /�� ��� � // // / // // _ . _ • • _/ _ _ �/j/�/ — /• TEMPORARY DIVERSION DITCH
o / // // \�j/;///,� / TEMPORARY SLOPE DRAIN
I
/ / • 100' DUKE ENERGY POWER LINE EASEMENT / / ✓I / / /
• ICl/
/ o / (BM 200 P6 G 614) / /i� /
PIPE INLET PROTECTION
O OqDO
12
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INSTALLATION PHASING
6'WooD FENCE — / % / / / / TF/7­7
// / //� / / / / / / // / / / / I // I OF THE EROSION AND SEDIMENT CONTROL MEASURES
ENCROACHES 0.1'-0.2' —
i ✓ ® • s� '®..L..�l,• \� /l ' / I // PHASE II
/ / / �% •- • ® — / ®•• / / / \ I / / / / : / / ;, I / / / / /�/ �/ / 1. PROCEED WITH GRADING WORK. ALL HAULING AND STORAGE OF SOIL MATERIAL SHALL
/ ��•���\ \ \I . / ti I BE KEPT WITHIN THE DISTURBED LIMITS. MATERIAL STOCKPILES SHALL BE PLACED UP
SLOPE OF PREVIOUSLY INSTALLED EC MEASURES. HAVE EROSION AND SEDIMENT
_284 �.�/ / / ( I '�•• •. ^ •�.--+`■ �•/ ••® / : ^� /ti/ l I / ,j%� CONTROL MEASURES PREVIOUSLY INSTALLED FOR PROTECTION.
2. INSTALL SLOPE DRAINS AND RIP -RAP DISSIPATORS TO CONTROL DISCHARGE
VELOCITIES. SLOPES / ''- — I ® C I I \ I I I / 3. CONTRACTOR SHALL PLAN ACCORDINGLY FOR CONTROLLED RUNOFF ON DISTURBED
\ \ I / —
®\ �•'�/ I I \\ ( I / / AREAS (SUCH AS LIMITING SIZE OF CLEARED AREAS, KEEPING EROSION CONTROL
/ 1 r / / / / / ���/ / / \ \ \\ \ \ N j �I L \ ®••y '-_ = J \ \ \ MEASURES MAINTAINED, CONSTRUCTION TRAFFIC PLANNING AND PROTECTING
■ / / / \ \ ( I / — _ — — — — _ _ — \ I \ I ( I / I �/ / SLOPES).
/ / / ti�9 / \ \ I I �, \ \ �• _ I \ I I I / / I �/ 4. DURING INSTALLATION OF UTILITIES AND STORM DRAINAGE, INLET PROTECTION SHALL
400'/ \ N \ \ \ I I V .� \ \ I I / I/ / / BE INSTALLED AROUND NEW CATCH BASINS AND DROP INLETS IMMEDIATELY. ALL
DRAINAGE SHALL BE DIRECTED TO THE SKIMMER BASINS.
// / // \ ��� I I \ \ \ \ \\ I •� \I \\ 1 \ I / / / `�j�// / 5. STABILIZE GRADED AREAS ACCORDING TO THE STABILIZATION TIMEFRAMES OF THE
// \ \\ I I I` \ \ \ \ \\ `.♦ ^ \ \ \ \ I / / / / / / NPDES CONSTRUCTION STORMWATER PERMIT (NCG01). PROVIDE SLOPE MATTING AS
29` ` �\\ I I \ \\ \\ \ \ \ \ :�■.—• \ O \ I ) / I / �/. / / SHOWN ON PLAN.
/ / 1 ` \ \ \ \ \ \ \ \ •�•• N N N �a I / / 6. ANY DEBRIS OR SEDIMENT DEPOSITED ON ADJACENT ROADWAYS SHALL BE CLEANED
■ _ / \ \ \ \ \ ^ \ \ •�•...�.'�. I ry N ( IMMEDIATELY BY SWEEPING, WASHING OR OTHER METHOD.
7. STABILIZE PARKING AREAS WITH STONE BASE AS SOON AS POSSIBLE UPON REACHING
FINISH GRADES.
FIREWOOD ROOF / \ ■ I I
8. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE
OVERHANG & FENCE
O \ � I \ \ 1 \ \ \ \ I II I 1 \ \ � \\ 1 WEEKLY, AND AFTER EACH RAINFALL OF 1 INCH OR MORE INSPECT WITHIN 24 HOURS.
ENCROACHES 2.' \ I \ 79 I \ \ \ ) \
— 8' CLEAN OUT AND REBUILD ANY MEASURES AS REQUIRED, ACCORDING TO THEIR
1 STORY I /. I 22 MAINTENANCE PLAN.
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C1I' 50 0 25 50 100 SHEET
FINAL DRAWING
5400 Trinity Road _ �•.� : FOR REVIEW HOLLYBROOK PARK EROSION CONTROL PLAN
Suite 107 SEAL �: = GRAPHIC SCALE DIVISION VALUE = 50 FEET
Raleigh, NC 27607 = 041598 PURPOSES ONLY PHASE 2
NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNER C=302
919.378.9111 �?'9 �NGINE�Q ��\ D. CHAPMAN C. BROWN
NC Firm License # C-0459 %,yFW p •off FOR 2 1/31/2023 cob REVISED PER NCDEQ EC COMMENTS (1/26/23)
//���� CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
Ail

\ \ SO�UBGROVFT
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V`� EROSION CONTROL LEGEND
\ / \ •� •�•• / I I / I \ \ II II \ ��N�\I \\ \�\\ \\\� \ ■���� PROJECT LIMITS
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\ / / 1�■ ®�•� \\ \ l ry ti / / / \ I \ \\\ \�\ SEDIMENT WATTLE
co
/ / I00 \. 11 I SILT FENCE
SILT FENCE OUTLET
INLET PROTECTION
/ .ti TEMPORARY CONSTRUCTION ENTRANCE
/`. / / / / / / / / ��6 / Ilj I I
S75BN EROSION MATTING
RENIIDTN RIB RIP RAP OUTLET PROTECTION
IC 5214 \ —
/ / / ti� : / / / / / — • • _ _ ,//./�/ —� —% lob
TEMPORARY DIVERSION DITCH
■ / • / / TEMPORARY SLOPE DRAIN
/ / • 100' DUKE ENERGY POWER LINE EASEMENT (BM / 2006 PG 614)
INLET PROTECTION
I � OPIPE I/ /: ti p
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ENCROACHES 0.1'-0.2' / �/ I INSTALLATION PHASING
/ / / // / ��/ ■: , ® ® — �'•� / / ■®� L"�••®�• / / % �\ I/ // // // / % ry^� / I / // // ry ti ti / �� / OF THE EROSION AND SEDIMENT CONTROL MEASURES
283
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�, PHASE III
—2/ / �• I I \S� 44
` — �i ^L.. /�� //•.® �� 2�•' I / /% / / li / g4 '• / I ' I \�■ �" ' �/ / / I j/� 1. PROCEED WITH GRADING WORK AND SITE STABILIZATION.
O /i• $6� // / \ I I I \ Cry I <\ / / I / j / 2. BUILDING CONSTRUCTION MAY BEGIN UPON COMPLETION OF THE BUILDING PAD.
U �� �' / / / / / \ \ I \ \ / / / — ®• I I ( J r I % 3. RECONSTRUCT OUTLET DISSIPATORS TO FINAL SIZES.
/ / / // // / \ \\ \ I N �.•� I I ` I I / / l I �� / 4. ONCE SWALE A IS GRADED, MAT WITH STRAW -COCONUT EROSION CONTROL MATTING.
5. ONCE SITE IS STABILIZED THE CONTRACTOR SHALL CONTACT THE ENGINEER AND
NCDEQ FOR THE REMOVAL OF THE SKIMMER BASINS. KEEP SILT FENCE IN PLACE UNTIL
THESE AREAS ARE STABILIZED.
400'/ I I ^\•• I I / 6. AFTER PROPER STABILIZATION THE EROSION CONTROL MEASURES SHALL ALL BE
\\ N \ \ \ \ I I \�• \\ \ I\ / I ,�/�/ / REMOVED. BLEND GRADING AND VEGETATE ALL AREAS DISTURBED BY REMOVAL OF
EROSION CONTROL MEASURES.
X.A.
FIREWOOD ROOF
OVERHANG & FENCE r(� • \ \ \ 1 \ \ I II I \ \ n \\ I�
ENCROACHES 2.8'
1 STORY 1 / / \ \ �' 80 \ \ ` \ I I ll: III 2 2
\ l \ o \ \ \ \ �• \ \ \ l
Sccp
00 50,
RIPgRIAN gUF
■ / /// ��i / �/\ \\— \ \ \ \ \\ \ •\ �\ \ \ \ \ \ I \� \\� \� \ ��� STREAM FLOOR \.
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C1'' 50 0 25 50 100 SHEET
FINAL DRAWING
5400 Trinity Road _ �•.� : FOR REVIEW HOLLYBROOK PARK EROSION CONTROL PLAN
Suite 107 C E A L
041598 = GRAPHIC SCALE DIVISION VALUE = 50 FEET
` PURPOSES ONLY PHASE 3
R r
Raleigh, NC 27607 �. NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNER C=303
919.378.9111 �9JT!NG�NE�Q �\� D. CHAPMAN C. BROWN
NC Firm License # C-0459 %,yFW D o� �� FOR 2 1/31/2023 cob REVISED PER NCDEQ EC COMMENTS (1/26/23)
m cg i I lassociates. com tiS vc CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
90

GENERAL NOTES:
/ / • / / / / / /i� Jl 1. EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PROVIDED BY TAYLOR WISEMAN & TAYLOR,
1 / • / • / / / // /� DATED JUNE 1, 2022.
MAT HLINE »C» ��/ // I 2. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY. REFER TO THE GRADING, DRAINAGE, AND EROSION CONTROL PLANS
r������� ������������� �� �E"�� ���■������������������ / �������► FOR STORM DRAINAGE INFORMATION.
% M CHLINE »B» / � /
I / / / / 3. ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL AND STATE STANDARDS.
Q m — / \ / / • / / / I/� /� / 4. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING ANY CONSTRUCTION ON ANY SANITARY SEWER SYSTEM
■- ■• \\ \ \I / / / •• / I / / // EXTENSIONS OR MODIFICATIONS, SHALL BE LICENSED BY THE STATE OF NORTH CAROLINA.
LLI LL / �� I► /
Z Z \ `�.� / ■ / / / —. , I / / �A, �/ 5. THE SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR SITE UTILITY INSTALLATION TO A POINT 5.0 OUTSIDE THE
_ _ ■ w ■ ■ ■ •i � ■ ■ ' � I I //� ( BUILDING. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL SEWER CLEANOUTS WITH THE MEP PLANS.
C) C) 6. ALL PIPE LENGTHS ARE APPROXIMATE. CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES
NECESSARY FOR THE COMPLETE INSTALLATION OF THE WATER AND SEWER SYSTEMS. ALL PIPE, FITTINGS, AND
APPURTENANCES SHALL BE INSPECTED BY THE UTILITY INSPECTOR PRIOR TO BEING COVERED. PIPE BEDDING SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR GUILFORD COUNTY STANDARDS, WHICHEVER IS MORE
1 ` J / ••� I I /// STRINGENT.
1 / I 271 y�''—�' 7. THE CONTRACTOR SHALL MAINTAIN A SET OF "REDLINE", "RECORD," OR AS —BUILT DRAWINGS DURING CONSTRUCTION, AND
• — — — — \ 11 I �/ PROVIDE THEM TO THE ENGINEER UPON CONSTRUCTION COMPLETION. SANITARY SEWER AS—BUILTS SHALL CONTAIN
1 I \ \\ — I INVERTS, BOX LOCATIONS, AND LATERAL LOCATIONS AS APPLICABLE. WATER AS—BUILTS SHALL CONTAIN PIPE LOCATIONS
AND DISTANCES, METERS, AND BACKFLOW TYPES AND LOCATIONS.
Ip
1 I I I I I I / I / / 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF FINAL TESTING OF ALL LINES INACCORDANCE WITH STATE AND
• I LOCAL STANDARDS. ANY DEFICIENCIES NOTED SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR
SHALL PROVIDE CERTIFICATIONS OF ALL PRESSURE, LEAKAGE, AND CHLORINATION TESTS.
1 I I \ I • 1 I / / �/� /, 9. SITE IS UNCLASSIFIED.
\ Cal \ \ \ N/F
1 \ \ \ \ \ \ \ 1 SMITH EDWARDS LLC
PIN 1793-04-0073
ZONE R4-CD
\ \ \ 0 I ■ / ' \ \ 1 1 DB 12538 PG 1623
MB 2021 PG 365
\ 279 I \ II
\
22
00
CN
I DRINKING FOUNTAIN CONNECTION. SEE \ \ \ • \ \ \ \ I \ \ �� \� T�� \
\I DETAIL SHEET C-504 I ■ \ ��
CO
1/ cuM I - WATERUNE
1 NIE
CDI
L
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ISANITARY SEWER CONNECTION. SEE v CD
1 ARCH. DRAWINGS WATER NE CONNEC N. SEE / /
AR DRAWL / / / � / /
Ss
I i PROP. GRINDER / �A�`
/ PUMP STATION
SANITARY R LINE co ■ / // / / I I I / \ I \
2�8 1 / 2"► j 2 FM F / /// / PROP. 2" PVC (SCH 40)
W ETER // � // PRESSURE SEWER
— / \ SERVICE LINE -1 1 / \ / �:_ TB �x / / / / <EXIST. SEWER M.H.
— — ■ ■/ ■ T_ ■ ■ ■ ■ ( - ■ �I■ ■ % //� WETLAND LIMITS �B / / TOP = 272.50
— _ — 1 FM l �' ■ ■ ■ ■ - - / / ! �/ I / CONNECT PRESSURE SEWER INV. IN = 264.85
_1 — _ — — _ _ -- ■ / _ SERVICE LINE TO EXIST. M.H.
_ _i 7■■�■■ ��'//� — I / INV. OUT =263.12 N
/ . . . . . . . . ■ ■ - 1
\ \ PROP. 2" WATER \ — — /� T ■ .� ■ �� ■ ■ c1�
SERVICE LINE — — — — —
01
■ • ■
/ — — W! ■ ■ - PROP. 2" WATER TAP \ \ \ 6) \ — — — — — — _ _ — — — — _ / I ■
S 15"RCP = % ■ ■ ■ ■� S_ HOLLYBROOKROAD (SR 2357)
j _-� J-■ ■ - 60' PUBLIC
. C r 1�"PVC / / -� IA/ BM 2020 PG 617 / `V
C'' 30 0 15 30 60 SHEET
FINAL DRAWING
5400 Trinity Road - �:_ " FOR REVIEW HOLLYBROOK PARK UTILITY PLAN
EEAL
® Suite 107 - 98 = PURPOSES ONLY GRAPHIC SCALE DIVISION VALUE = 30 FEET
Raleigh, NC 27607 = 0415
�?�'. ; NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNERC=401
919.378.9111 :�9�jyNcIN' O-O � FOR D. CHAPMAN M. GETTING
NC Firm License # C-0459 %, Fw'o.��.��
mcgillassociates.com CONSTRUCTION WAKE COUNTY, NORTH CAROLINA
PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
��)i
NO. DATE BY DESCRIPTION M. NORRIS J. HERMAN FEBRUARY 2023 21.01721
Q
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N/F I
JOSEPH SCHILLIZZI
LUIS GONZALO GUTIERREZ
N/F
LOTOYA JONES I
JAMES HENRY CODY
AMY SCHILLIZZI I
LORENA TREVINO
ROBERT MELTON JR
ETHEL CODY
PIN 1783-84-0024
PIN 1783-84-0096 I
PIN 1783-84-1068
PIN 1783-84-2037
ZONE R3
ZONE R3
DB PG 23
ZONE R3
17227 PG 504
ZONE R3
BM2014 PG 5
DB 16735 PG 839
B2 M2014PG52
DB 16712 PG 2530
BM2014PG52
BM2014PG52
6'WOOD FENCE
ENCROACHES 0.1'-0.2'
—
(4) EB 15' O.C. / ♦� "
(42) IV 4' O.C. ® /
(4) EB 15' O.C.
MURIEL J BALDWIN • / / /
REVOCABLE
LIVING TRUST
PIN 1783-73-9849
ZONE RA /
DB 15290 PG 2362 /
RAY E & GRACE YOUNG
PIN 1783-73-9840 /
ZONE RA /
DB 12376 PG 1833
/
/
/
FIREWOOD ROOF ^
OVERHANG &FENCE l� mil( ■
ENCROACHES 2.8' ■
I
■
1 STORY ■ /
WOOD I /
SHED
/
\ ZONE R3
0
LOT 97 DB 16593 PG1026
N/F BM 2014 PG 52
'
GENERAL NOTES:
KELVIN HOLLOWAY
TERESA TONYA WILLIAMS
GEORGE WILLIAMS JR
NATALIE HOLLOWAY
1. LANDSCAPE CONTRACTOR TO VISIT THE SITE AND ACCEPT THE CONDITIONS PRIOR TO BIDDING AND PLANT MATERIAL INSTALLATION.
PIN 1783-84-3005
PIN 1783-84-3091
ZONE
'
ZONE
DB 16697 PGG 2783
2. LANDSCAPE CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. UTILITY LINES SHOWN ON DRAWINGS ARE
DB 16712 PGG 1572
BM 2014 PG 52
BM 2014 PG 52 ����
'
FOR GENERAL REFERENCE AND MAY NOT BE ALL INCLUSIVE.
3. LANDSCAPE CONTRACTOR TO PROTECT ALL EXISTING STRUCTURES DURING INSTALLATION OF PLANT MATERIAL.
® ®� so -on ■ ■ ® ■ ® 0 ■ L ■ ■ ww0ft / \� / / 4. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING OF LAWN AND PLANTING AREAS DISTURBED DURING CONSTRUCTION. REMOVE ALL TEMPORARY
�' �•' ®� • SEEDING/STABILIZATION, STONES, GRAVEL, AND ALL EXTRANEOUS DEBRIS INCLUDING ROOTS AND LIMBS.
/ ♦`� Q ' 3 5. ALL PLANT BEDS TO BE TILLED AND AMENDED TO A DEPTH OF 12". THE ENTIRE AREA IS TO BE COVERED WITH 3" CLEAN TRIPLE SHRED HARDWOOD MULCH
®: ■ a'n^ IMMEDIATELY AFTER PLANTING.
w LL
/ Z Z - 6. ALL BEDS TO CONSIST OF 1 PART EXISTING SOIL, 1 PART FRIABLE SOIL, AND 1 PART SOIL CONDITIONER. ALL PLANT BEDS SHOULD BE TILLED IN THEIR
I J J ENTIRETY. NO PIT PLANTING OF BEDS WILL BE ACCEPTED.
I U ' U 7. LANDSCAPE CONTRACTOR SHALL FURNISH ALL QUANTITIES NECESSARY TO COMPLETE PLANTINGS AS SHOWN/LOCATED ON DRAWINGS. QUANTITIES SHOWN ON
I PLANT LIST ARE FOR CONVENIENCE OF CONTRACTORS AND ARE BELIEVED TO BE SUBSTANTIALLY CORRECT, BUT ACCURACY OF QUANTITIES IN LIST IS NOT
GUARANTEED.
8. LANDSCAPE CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL AND WORK FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE OF WORK BY OWNER.
` I I 9. ANY PLANT MATERIAL SUBSTITUTIONS OR ADJUSTMENTS ARE TO BE REQUESTED IN WRITING TO THE OWNER. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT
\ \ \ I WRITTEN NOTICE BY THE OWNER.
10. ALL PLANT MATERIAL TO CONFORM TO THE CURRENT EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK".
11. ALL TREES PLANTED IN GRASS AREAS SHALL HAVE A 4' DIAMETER MULCH RING.
12. ALL GRASS TO PLANT BED BORDERS ARE TO BE NEATLY EDGED WITH A VERTICAL EDGE.
13. ALL TREES SHALL BE SPECIMEN QUALITY AND WELL SHAPED.
I I \ \ 14. ALL TREES OF THE SAME VARIETY SHALL MATCH IN SHAPE, FORM, AND SIZE WHERE THEY ARE TO BE INSTALLED IN GROUPS, ROWS, OR AS STREET TREES.
15. MINOR SHIFTING AND ADJUSTING OF PROPOSED TREE LOCATIONS MAY BE REQUIRED DUE TO EXACT LOCATION OF UNDERGROUND UTILITIES. LANDSCAPE
I CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO RELOCATION.
\ \ \ \ 16. PRIOR TO SEEDING, LANDSCAPE CONTRACTOR IS TO CONTACT GENERAL CONTRACTOR FOR VERIFICATION THAT ALL LAND DISTURBING ACTIVITY HAS BEEN
\ \ COMPLETED.
17. LANDSCAPE CONTRACTOR TO SEED ALL AREAS PER SPECIFICATIONS. ADD FERTILIZER AND LIME AS RECOMMENDED BY SOIL TEST. ALL NEWLY SEEDED AREAS
SHOULD BE STAKED OFF FROM PEDESTRIANS AND VEHICLES FOR A PERIOD OF THREE WEEKS.
18. LANDSCAPE CONTRACTOR TO OBTAIN GRADING PLAN FOR COORDINATION OF FINAL GRADES.
(4) NOTE: r NOTES:
II 1. ALL SHRUB BEDS SHALL BE RAISED 3" — 6" ABOVE ADJACENT GRADE AND TILLED WITH SOIL CONDITIONER. y� 1. REMOVE BURLAP FROM TOP OF ROOT
\ BALL BEFORE BACKALLING AROUND
I I \ II 2. "V"—CHANNEL EDGE TO BE LOCATED ALONG OUTER PERIMETER OF SHRUB PLANTING AREAS WHERE SHRUBS ARE Y BALL IS COMPLETED.
I \ PLANTED ADJACENT TO TURF AREAS. 2. TOP OF ROOT BALL SHALL BE 2"
\ ABOVE FINISHED GRADE WHEN
TYPICAL "V"—CHANNEL EDGE FOR ALL
�>~ PLANTED.
MULCHED PLANTING AREAS
■ � / / � \ \ O o ovo o `
■-� / N/F I \ ' N FINISHED LAWN SHRUB PLANTING BED
TOWN OF WENDELL
PIN 1783-83-7861 u 3" MULCH
c� "1rr _rr r rrrrr r rrr rrrrrr
ZONE R4-CD rrr ICI a " UNDISTURBED SOIL
■ DB 18131 PG 285 � I 1 i iii. I _iii Iil .II .II„i li-
/ BM 2020 PG 617
N/F / / / / _III II II I�Fllk 3' MULCH
FEDA & DAVID J 4" WATER DETENTION
VALLETTE / / / — — — — SAUCER AROUND TREE
PIN 1783-73-9750 � ■ / / �� � ��
ZONE RA TYP. V-CHANNEL EDGE DETAIL , `, ., I FINISHED GRADE
DB 12355 PG 1759 / / / COMPACTED TOPSOIL
BACKFILL
■ / /
NOTES: PRUNE PROPORTIONATELY I UNDISTURBED SOIL
/ 1. ALL SHRUB BEDS SHALL BE RAISED REDUCTION of ROOTS TYP. TREE PLANTING DETAIL
/ / - — — yl TO COMPENSATE FOR
285 \ \ \ \ 6" — 8" ABOVE ADJACENT GRADE, _ - -',i AND TO PROMOTE NATURAL
AND TILLED WITH SOIL CONDITIONER. 1J CHARACTER OF GROWTH NOT TO SCALE
SHED / / \ I 2. ALL SHRUB BEDS IN PARKING 3" MULCH
286 cb� ISLANDS ONLY SHALL BE RAISED 12" r "
R & GATE / / / \ ABOVE ADJACENT GRADE AND TILLED r 4 WATER DETENTION
ARDS WITH SOIL CONDITIONER SAUCER AROUND SHRUB PLANTING REQUIREMENTS:
507 FINISHED GRADE
a \ COMPACTED TOPSOIL 1,190 LINEAR FEET TYPE B BUFFER YARD: 60 TREES 199 SHRUBS
92 • / REQUIRED; 1,017 LINEAR FEET WITH EXISTING WOODLAND COVER, 9 TREES
• / , I �— I BACKFILL
� 42 SHRUBS PROVIDED
I �
I I 8,3 28� ' UNDISTURBED SOIL STREET TREE PLANTINGS: 14 CANOPY TREES PROVIDED
■ (11) CC 85' O.C. CO TYP. SHRUB PLANTING DETAIL
2B3 / NOT TO SCALE 98 SPACE PARKING LOT LANDSCAPING: 9 TREES, 33 SHRUBS REQUIRED;
I _ 10 TREES 49 SHRUBS PROVIDED
N , 00 I
30"MAPLE
-�0fjI I I
-9—
• (1) NS I.......... I —
\
CO
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\ RKER,
(10) NS 40' O.C.
\ \
I^' — Vv \ \ TWC FO a '
— —
��\ MARKER—
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\ — — _ _ _ ■ \ \ \ SANITARY FORCE MAIN TO BE — — � �V — \
I / — — — W — — — W — — — _ �Lf jD P_ ER SC�TAKING EVIDENCE) \ — — — — — —
TWC FO -- w — N A 0rrT wEggI ■ ■
\ MARKER BELLSOUTH" VV— W= = V/1_-- — VVLBELLSOUTH — — — O —
\ / MARKER — -- — — —
11
PLANTING SCHEDULE
SYM.IQTY.1
BOTANICAL NAME
ICOMMON NAME
I SIZE
J*CALIPERI
HEIGHT
ISPREAD
I NOTES
TREES
CC
15
Cercis conadensis
Eastern Redbud
B&B
2" MIN.
8' Min.
4' Min.
--
EB
8
Ilex x 'Emily Bruner'
Emily Bruner Holly
B&B
--
10' Min.
5' Min.
--
GB
4
Ginkgo biloba
Maidenhair Tree
B&B
2" MIN.
10' Min.
6' Min.
Matching
NS
15
Nyssa sylvatica 'Wildfire'
Wildfire Black Gum
B&B
2" MIN.
10' Min.
6' Min.
--
PH
1
Cercis conadensis 'Pink Heartbreaker'
Pink Heartbreaker Redbud
20 Gal.
1" MIN.
5' Min.
30" Mind
Specimen
ecimen
UAP
8
Ulmus americans 'Princeton'
jPrinceton Elm
B&B
1 2" MIN.
10' Min.
4' Min.
--
SHRUBS
AF
10
Cornus stolonifera 'Arctic Fire'
Arctic Fire Redtwig Dogwood
3 Gal.
--
24" Min.
12" Min.
--
CA
3
Clethra alnifolia 'Sixteen Candles'
Sixteen Candles Clethra
3 Gal.
--
18" Min.
10" Min.
--
IV
42
Itea virginica 'Henry's Garnet'
Henry's Garnet Sweetspire
3 Gal.
--
18" Min.
10" Min.
--
ND
36
Nandina domestica 'Flirt'
Flirt Nandina
1 Gal.
--
8" Min.
8" Min.
--
VD
49
Viburnum davidii
jDavid Viburnum
3 Gal.
--
24" Min.
10" Min.
--
ORNAMENTAL GRASSES PERENNIALS
DL
71
Hemorocallis 'Pardon Me'
Pardon Me Daylily
1 Gal.
--
--
--
MC
12
Muhlenbergia capillaris
Pink Muhly Gross
1 Gal.
--
--
--
--
PV
49
Panicum virgatum 'Shenandoah'
Shenandoah Switchgrass
1 Gal.
--
--
--
--
RB
125
Rudbeckia 'Little Goldstar'
Little Goldstar Blackeyed Susan
4"
--
--
--
--
SS
40
Schizachyrium scoparium 'Prairie Blues'
Prairie Blues Switchgrass
1 Gal.
--
--
--
--
GROUNDCOVERS
HC
1 10
Hypericum calycinum
Aaron's Beard
4"
--
--
--
--
FINAL DRAWING
5400 Trinity Road FOR REVIEW HOLLYBROOK PARK
® Suite 107 PURPOSES ONLY
Raleigh, NC 27607 NOT RELEASED
919.378.9111 FOR
TOWN OF WENDELL
NC Firm License # C-0459 CONSTRUCTION
mcgillassociates.com WAKE COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
30 0
15 30 60
GRAPHIC SCALE
DIVISION VALUE = 30 FEET
OFFICE MANAGER
DESIGNER
D. CHAPMAN
K. DURRANT
PROJECT MANAGER
REVIEWER
M. NORRIS
J. HERMAN
LANDSCAPE PLAN - A
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
SHEET
L=1 01
Df
Q
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Df
m
J
J
O
J
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0
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N
0
90

• / / �� �cb GENERAL NOTES:
SILT FENCE , / / / / / r
1 ENCROACHES / � / � ( 1. LANDSCAPE CONTRACTOR TO VISIT THE SITE AND ACCEPT THE CONDITIONS PRIOR TO BIDDING AND PLANT MATERIAL INSTALLATION.
UP TO 1.75
♦ ♦ / // // 2. LANDSCAPE CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. UTILITY LINES
MAT H LI N E »C» ��/ �� I SHOWN ON DRAWINGS ARE FOR GENERAL REFERENCE AND MAY NOT BE ALL INCLUSIVE.
/�♦ �� / , / / / M CHLINE »B» r� �� / 3. LANDSCAPE CONTRACTOR TO PROTECT ALL EXISTING STRUCTURES DURING INSTALLATION OF PLANT MATERIAL.
Q / / ♦ J I 4. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL FINE GRADING OF LAWN AND PLANTING AREAS DISTURBED DURING CONSTRUCTION.
REMOVE ALL TEMPORARY SEEDING/STABILIZATION, STONES, GRAVEL, AND ALL EXTRANEOUS DEBRIS INCLUDING ROOTS AND LIMBS.
Z Z _ t►\�\ — —� I / / ♦ J J� 5. ALL PLANT BEDS TO BE TILLED AND AMENDED TO A DEPTH OF 12". THE ENTIRE AREA IS TO BE COVERED WITH 3 CLEAN TRIPLE SHRED
I �\
� J ♦ I � / � J , ��, �/ HARDWOOD MULCH IMMEDIATELY AFTER PLANTING.
♦
2 1 = ■ ■ ■ ■ ♦ / /� �,� 6. ALL BEDS TO CONSIST OF 1 PART EXISTING SOIL, 1 PART FRIABLE SOIL, AND 1 PART SOIL CONDITIONER. ALL PLANT BEDS SHOULD BE
CU CC) I — , `� //' TILLED IN THEIR ENTIRETY. NO PIT PLANTING OF BEDS WILL BE ACCEPTED.
�■ 7. LANDSCAPE CONTRACTOR SHALL FURNISH ALL QUANTITIES NECESSARY TO COMPLETE PLANTINGS AS SHOWN/LOCATED ON DRAWINGS.
QUANTITIES SHOWN ON PLANT LIST ARE FOR CONVENIENCE OF CONTRACTORS AND ARE BELIEVED TO BE SUBSTANTIALLY CORRECT, BUT
♦�� I I /// ACCURACY OF QUANTITIES IN LIST IS NOT GUARANTEED.
1 I I 271 �y�''—_ 1 i� 8. LANDSCAPE CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL AND WORK FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE OF WORK
I � l _ �� • _ — — — — � I /�/ , /,� BY OWNER.
9. ANY PLANT MATERIAL SUBSTITUTIONS OR ADJUSTMENTS ARE TO BE REQUESTED IN WRITING TO THE OWNER. NO SUBSTITUTIONS WILL BE
PERMITTED WITHOUT WRITTEN NOTICE BY THE OWNER.
1 I♦♦ I I I / / I / / / / 10. ALL PLANT MATERIAL TO CONFORM TO THE CURRENT EDITION OF "AMERICAN STANDARD FOR NURSERY STOCK".
\ • �♦ \ �1 11. ALL TREES PLANTED IN GRASS AREAS SHALL HAVE A 4' DIAMETER MULCH RING.
\ cA I (2) CC 85 O.C. ` I / / / / 12. ALL GRASS TO PLANT BED BORDERS ARE TO BE NEATLY EDGED WITH A VERTICAL EDGE.
\ 1 \ l 6 ♦Now 13. ALL TREES SHALL BE SPECIMEN QUALITY AND WELL SHAPED.
14. ALL TREES OF THE SAME VARIETY SHALL MATCH IN SHAPE, FORM, AND SIZE WHERE THEY ARE TO BE INSTALLED IN GROUPS, ROWS, OR
\ \ \ \ \ \ AS STREET TREES.
15. MINOR SHIFTING AND ADJUSTING OF PROPOSED TREE LOCATIONS MAY BE REQUIRED DUE TO EXACT LOCATION OF UNDERGROUND
SMITH EDWARDS LLC UTILITIES. LANDSCAPE CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO RELOCATION.
PIN 1793-04-0073 \ 16. PRIOR TO SEEDING, LANDSCAPE CONTRACTOR IS TO CONTACT GENERAL CONTRACTOR FOR VERIFICATION THAT ALL LAND DISTURBING \ ■ / ZONE R4-CD
\ �o J �� \ 1 DB 12538 PG 1623 ACTIVITY HAS BEEN COMPLETED.
MB 2021 PG 365
\ 1 17. LANDSCAPE CONTRACTOR TO SEED ALL AREAS PER SPECIFICATIONS. ADD FERTILIZER AND LIME AS RECOMMENDED BY SOIL TEST. ALL
(4) GB 48' O.C. \ 279 \ 10 J I J \ �,���� ' NEWLY SEEDED AREAS SHOULD BE STAKED OFF FROM PEDESTRIANS AND VEHICLES FOR A PERIOD OF THREE WEEKS.
II \ \ 280 \ (1) UAP,\ (1) UAP \ \ . I� 18. LANDSCAPE CONTRACTOR TO OBTAIN GRADING PLAN FOR COORDINATION OF FINAL GRADES.
NOTE: NOTES:
\ \ \ 1. ALL SHRUB BEDS SHALL BE RAISED 3" 6" ABOVE ADJACENT GRADE AND 1. REMOVE BURLAP FROM TOP
i r \ TILLED WITH SOIL CONDITIONER. OF ROOT BALL BEFORE
\ 1 O \ 2 \ I \ \ \ \ \ \ \ \ \ BACKFILLING AROUND BALL
O i \ \ 2. "V"-CHANNEL EDGE TO BE LOCATED ALONG OUTER PERIMETER OF SHRUB IS COMPLETED.
\ 13 \ •
N \
,� \ PLANTING AREAS WHERE SHRUBS ARE PLANTED ADJACENT TO TURF AREAS.
1 \ \
2. TOP OF ROOT BALL SHALL
� \ � (2) UAP 30 O.C. \ \ \ \ \ \ � \ \ \
'�� BE 2" ABOVE FINISHED
N \ \ \ \ " / \ \ \ \ \ \\� \\ \ EDGE TYPICAL
FOR ALL MULCHED o �\ GRADE WHEN PLANTED.
\ \ \ 1 (24) VD 42 O.C. . \ o
24 PV 42 O.C.
\ 0
1 O ( ) T ■ \ I \ I I \� \\\ \ PLANTING AREAS ..., o
Q
FINISHED LAWN o 0 o�`r �� �r� �� SHRUB PLANTING BED
3" MULCH
\ \ \\ \ \ \ \ \ \ J \I \\ \N� rrrr r r rrrrrr r rrr r rrrr
o r
\�� h UNDISTURBED SOIL
\ \ (34) SS 24" O.C. ' \ \ \ \ \ \ I\ \ \,\ 3" MULCH
(21) DL 18 O.C. ■ \ \ \ \ \ \ I \ �\ �� T� 4" WATER DETENTION
■ (36) ND 18" O.C. ■ \ \ \ \ \ �\ „
�. SAUCER AROUND TREE
1 (10) AF 3' O.C. a • (1) UAP \ \ \ \� \ IS ROCK "''"''' "".'..''
\ \ \ \ \ \\ STREAM TYP. "V—CHANNEL EDGE DETAIL °'°'' °''""' %° ' ° FINISHED GRADE
2 CC \ \ \ \\ AREA NOT TO SCALE - COMPACTED TOPSOIL
1 \ \ \ 16' )O.C. ■ \ \ \ \ \ \ \ �Te�\ �B — — — — BACKFILL
NOTES:
PRUNE PROPORTIONATELY UNDISTURBED SOIL
—�TB 1. ALL SHRUB BEDS SHALL BE RAISED TO ISATE FOR
-� REDUCTION OF ROOTS TYP. TREE PLANTING DETAIL 6" - 8" ABOVE ADJACENT GRADE, _ �% AND TO PROMOTE NATURAL
AND TILLED WITH SOIL CONDITIONER. i J CHARACTER OF GROWTH NOT TO SCALE
\•' �� (5) HC 18" O.C. I I /
1 / � y \ � : ■ I 2. ALL SHRUB BEDS IN PARKING � 3" MULCH
■ I \ ISLANDS ONLY SHALL BE RAISED 12"
(5) HC 18" O.C. I I I I J / / \I \ ABOVE ADJACENT GRADE AND TILLED r T4" WATER
DETENTION
1 GUM 12AUCER AROUNDSHRUB
MC 3' O.C.o.C. ' J WITH SOIL CONDITIONER PLANTING REQUIREMENTS:
� '''''''''''''''''' FINISHED GRADE
i J \ 11 _ 1,190 LINEAR FEET TYPE B BUFFER YARD: 60
" / % / / \ 1 COMPACTED TOPSOIL TREES 199 SHRUBS REQUIRED; 1,017 LINEAR FEET
1 (25) VD 42 O.C. / / /
/ /I / / / / / I I , BACKFILL
' (25) PV 42" O.C. / /
WITH EXISTING WOODLAND COVER, 9 TREES 30
1 g 10 10 / / I SHRUBS PROVIDED
�� O (� / / / UNDISTURBED SOIL STREET TREE PLANTINGS: 14 CANOPY TREES
280 i ,� �' TYP. SHRUB PLANTING DETAIL PROVIDED
I 1 o I / (1) UAP / / / / ■ / / / / / / / / / / \ NOT To SCALE 98 SPACE PARKING LOT LANDSCAPING: 9 CANOPY
1 N / / / v / / / / / / / / / I TREES, 33 SHRUBS REQUIRED; 10 TREES 33
SHRUBS PROVIDED
1 _ (32) DL 18- O.C.
I1 (1) PH
N (76) RB 18" O.C. / (2) UAP
I(3) SS 24" O.C. S 30' O.C. LARGE
_ r
1 (3) CA 36" O.C. � � ( / / � ROCK
(3) SS 24" O.C. - � A \ / / 1 / //
(3) NS 40' O.C. �(49) RB 18" O.C. / ■ /
+ 30 —42 BOULDERS. CONTRACTOR
�� / TO COORDINATE WITH OWNER FOR
BOULDER SELECTION
1-------- / (18) DL 18" O.C. i p �� ♦ / // / /
V 4
FM
- - - /� '� E■ // ■ / ■
AA Ji SSFM
■ ■ ■ 1 / /
7-1
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' — IVI i
\ \ o T:.
---W---- Vp �—
VV
112"PVC — — U
FINAL DRAWING
5400 Trinity Road FOR REVIEW HOLLYBROOK PARK
® Suite 107 PURPOSES ONLY
Raleigh, NC 27607 NOT RELEASED
919.378.9111 FOR
TOWN OF WENDELL
NC Firm License # C-0459 CONSTRUCTION
mcgillassociates.com WAKE COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
PLANTING SCHEDULE
SYM.IQTY.1
BOTANICAL NAME
ICOMMON NAME
I SIZE
I*CALIPERI
HEIGHT
ISPREAD
I NOTES
TREES
CC
15
Cercis canadensis
Eastern Redbud
B&B
2" MIN.
8' Min.
4' Min.
--
EB
8
Ilex x 'Emily Bruner'
Emily Bruner Holly
B&B
--
10' Min.
5' Min.
--
GB
4
Ginkgo biloba
Maidenhair Tree
B&B
2" MIN.
10' Min.
6' Min.
Matching
NS
15
Nyssa sylvatica 'Wildfire'
Wildfire Black Gum
B&B
2" MIN.
10' Min.
6' Min.
--
PH
1
Cercis canadensis 'Pink Heartbreaker'
1pink Heartbreaker Redbud
120 Gal.
1" MIN.
1 5' Min.
30" Min.
S ecimen
HAPI
8
Ulmus americana 'Princeton'
jPrinceton Elm
B&B
1 2" MIN.
10' Min.
4' Min.
--
SHRUBS
AF
10
Cornus stolonifera 'Arctic Fire'
Arctic Fire Redtwig Dogwood
3 Gal.
--
24" Min.
12" Min.
--
CA
3
Clethra alnifolia 'Sixteen Candles'
Sixteen Candles Clethra
3 Gal.
--
18" Min.
10" Min.
--
IV
42
Itea virginica 'Henry's Garnet'
Henry's Garnet Sweetspire
3 Gal.
--
18" Min.
10" Min.
--
ND
36
Nandina domestica 'Flirt'
Flirt Nandina
1 Gal.
--
8" Min.
8" Min.
--
VD
49
Viburnum davidii
David Viburnum
3 Gal.
--
24" Min.
10" Min.
--
ORNAMENTAL GRASSES PERENNIALS
DL
71
Hemoracallis 'Pardon Me'
Pardon Me Daylily
1 Gal.
--
--
--
MC
12
Muhlenbergia capillaris
Pink Muhly Grass
1 Gal.
--
--
--
--
PV
49
Panicum virgatum 'Shenandoah'
Shenandoah Switchgrass
1 Gal.
--
--
--
--
RB
125
Rudbeckia 'Little Goldstar'
Little Goldstar Blackeyed Susan
4"
--
--
--
--
SS
40
Schizachyrium scoparium 'Prairie Blues'
Prairie Blues Switchgrass
1 Gal.
--
--
--
--
GROUNDCOVERS
.HCj
10
1 Hypericum calycinum
Aaron's Beard
4"
--
--
--
--
30 0
15 30 60
GRAPHIC SCALE
DIVISION VALUE = 30 FEET
OFFICE MANAGER
DESIGNER
D. CHAPMAN
K. DURRANT
PROJECT MANAGER
REVIEWER
M. NORRIS
J. HERMAN
LANDSCAPE PLAN - B
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
N
SHEET
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PLAN
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V-SHAPED
TOOLED JOINT
1/8" TO 1/4"
JOINT SEALER 1 /8" RADIUS 1
7.
� •. tea.... ..
i 1 /2" JOINT FILLER 1 /2"
EXPANSION JOINTS ® SIDEWALK V-SHAPED
30' O.C. & ADJACENT TOOLED JOINTS SPACING
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
SECTION A -A
WIDTH VARIES. SEE SITE PLAN
4" MIN. COMPACTED ABC
SECTION B-B
CONSTRUCTION NOTES:
1. SIDEWALK SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE TRAFFIC.
CONCRETE SIDEWALK
UPDATED MARCH, 2017
NOT TO SCALE
12"
VAN ACCESSIBLE
o
SIGN R7-8P
(AS REQUIRED)
0
RESERVED
PARKING
0
ao
0
SIGN
R7-8
r�
R7-8
SIGN APPROVED FOR USE
UNDER GENERAL STATUTES
20-37.6 AND 136-30
BOTTOM OF SIGNSA
o SIGN
o R7-8D
COLORS: (ALL SIGNS)
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
I-
BACKGROUND - WHITE
O
ARROW - GREEN
m
18�� R = 1-1/2"
w
U)
(TYPICAL)
O
Uj
Q
VAN
ACCESSIBLE 3 8"
Z
(TYPICAL)
z
3 8"
cO
a
R7-8P (TYPICAL)
12" R = 1-1/2"
(TYPICAL)
00
nNISHED GRADE
Pi SLTY 3/8"
(TYPICAL)
3 L8"
R7-81D (TYPICAL)
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVE -GROUND SIGNS ONLY. (SEE
N.C.G.S.) SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
2. SEE SIGN DETAIL ON SHEET C-502 FOR
FOOTING INFORMATION.
HANDICAP PARKING SIGNAGE
UPDATED MARCH, 2017
NOT TO SCALE
PROPOSED PAVEMENT 2'-6"
2'-0" 6" 1/2" RAD.
FINISH GRADE
2" RAD.
o
1
\i
. • v .a v
JOINT
SEALE
rA GUTTER
SURFACE
\\�\�\ \jy
//.\/�\\\� TOOLED CONTRACTION JOINTS ®10' O.C.
�/\\//
6" MIN. COMPACTED ABC
4" MIN. COMPACTED ABC
COMPACTED SUBGRADE
SECTION A -A ELEVATION
DETAIL WITH PROPOSED PAVEMENT
PROPOSED PAVEMENT 2'-6"
REPLACEMENT
2'-0" 6" 1/2" RAD.
SAW CUT EXISTING FINISH GRADE
ASPHALT 2" RAD.
EXISTING
ASPHALT
(0
O
e � 1
FINISH GRADE \i
6" MIN. COMPACTED ABCJ
4" MIN. COMPACTED ABC
COMPACTED SUBGRADE
SECTION A -A
4'-0" MIN.
TOP OF CURB
COpE LOP GUTTER
SECTION TAPER CURB
WALK FLUSH IN 2.0
6" CONCRETE CURE
FACE OF
CURB/WALK
6'-0"
TRUNCATED DOMES
PER SITE LAYOUT
SHEET.
1:12
SLOPE MIN.
w
JOINT
SEALE
rA GUTTER
SURFACE
TOOLED CONTRACTION JOINTS ® 10' O.C.
L-► A
ELEVATION
DETAIL WITH EXISTING PAVEMENT
1 /8" RAD.--A
FILLER
I
EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
1 /8" RAD.,
FILLER 1/2
I
EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846-3.
CONCRETE CURB & GUTTER (21-611)
UPDATED MARCH, 2017
NOT TO SCALE
NOTE: 6"
1. ASPHALT TO MATCH TYP
SURROUNDING GRADE TO FINISHED GRADE
ALLOW SHEET FLOW OF y\/\y
DRAINAGE AND PREVENT /\//\//\/
ANY PONDING.
10' 2" TYPE S9.5B ASPHALT
SURFACE COURSE
FINISHED GRADE
COMPACTED SUBGRADE
ASPHALT GREENWAY TRAIL
2" S9.5C ASPHALT
SURFACE COURSE
8" COMPACTED AGGREGATE
BASE COURSE
2'-0" SUBGRADE
(COMPACTED 100% OF
STANDARD PROCTOR IN 8"
LIFTS)
FOR VARIABLE DEPTH FILL
AREAS IF NEEDED - 95% IN
8" LIFTS (COMPACTED TO
100% OF STANDARD
PROCTOR IN 8" LIFTS)
ORIGINAL GROUND
AFTER CLEARING
AND GRUBBING
PARKING LOT
ASPHALT PROFILE
4 UPDATED MARCH, 2017
NOT TO SCALE
UPDATED MAY, 2018
NOT TO SCALE
4" WIDE WHITE
PAINTED STRIPES \
HANDICAP PARKING SIGN
(R7-8E)
a
J
HC
o
HC
ao
Q
I' 8'
$'
'l
5' STANDARD
8' VAN
NOTE:
PARKING SPACE
TO SLOPE
MAXIMUM 2% IN
ANY DIRECTION
GENERAL NOTES:
1. WHERE ACCESSIBLE PARKING IS REQUIRED, THE NUMBER OF PARKING
SPACES SHALL BE IN ACCORDANCE WITH THE CURRENT ADA STANDARDS.
A MINIMUM OF 1 VAN ACCESSIBLE SPACE SHALL BE PROVIDED.
2. WHERE FEASIBLE, THE VAN ACCESSIBLE SPACES SHOULD BE PLACED ON
THE LEFT SIDE OF THE ACCESS ISLE TO ACCOMMODATE SIDE ENTRY.
3. PARKING SPACE(S) AND ISLE(S) ARE TO SLOPE MAXIMUM 2% IN ANY
DIRECTION.
4. DIMENSIONS SHOWN ARE MINIMUMS, LOCAL CODES MAY BE DIFFERENT.
5. ACCESSIBLE ISLES ARE TO BE STRIPED OFF TO PROHIBIT PARKING. BLUE
STRIPING COLOR IS NOT REQUIRED. FOR NCDOT, STRIPING TO BE WHITE ON
DARK PAVEMENT AND BLACK ON LIGHT PAVEMENT.
6. RAMP DIMENSIONS BASED ON 6" CURB HEIGHT.
7. DETECTIBLE WARNING PLATES ARE NOT REQUIRED UNLESS ISLES ARE
PART OF A STREET CROSSING.
ACCESSIBLE STRIPING
K��
DETAIL
5 REVISED FOR THIS PROJECT
NOT TO SCALE
TRUNCATED DOMES PER
SITE LAYOUT SHEET.
1" 2" 1"
30" CONCRETE 1�1
CURB AND GUTTER I I NOTES:
1:12 MAX ADJACENT SIDEWALK 1) ALL WOOD FOR SPLIT RAIL FENCE TO BE PRESSURE TREATED.
SLOPE SEE SITE PLAN 2) END POST SHALL BE TERMINAL POST.
3) STAIN WITH ONE COAT OF TWP CALIFORNIA CEDAR.
- - - - 4) FENCE LOCATIONS TO BE STAKED AND APPROVED BY ENGINEER
PRIOR TO INSTALLATION. A 10 FOOT SECTION OF FENCE SHALL
BE ERECTED FOR ENGINEERS APPROVAL PRIOR TO INSTALLATION.
)NTROL JOINT
)SED SIDEWALK
J
a NOTES
1/2" EXPANSION N 6'-0" 1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND
JOINT - TYPICAL FULL WIDTH OF THE RAMP FLOOR AS SHOWN ON THE PLANS.
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH
ADJOINING SURFACE, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT
SEQUENCE COVERING THE ENTIRE RAMP.
3. FOR ADDITIONAL NOTES AND INFORMATION, SEE NCDOT STD
848.05
CONTROL JOINT 4. DETECTABLE WARNING DOMES TO BE BLACK CAST -IN -PLACE
TYP EACH SIDE PLAN TACTILE PANELS
HANDICAP RAMP W/ TACITLE DOMES
REVISED FOR THIS PROJECT
NOT TO SCALE
- ACCESSIBLE RAMP
1:12 MAX. SLOPE
SECTION
RAMP WIDTH - AREA VARIES
1.6" TO 2.4"
Oo Oo 0 0
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WARNING DOME SPACING c00
0
0.9" R. o
1. 4" R.
to ►
WARNING DOME SECTION
Q3OST
END N
'OST
I1 I�I 4.51RAIL
0
4
PERSPECTIVE VIEW
of 10' x 3.5" x 1.5" RAILS WITH 6'
�n4 5TAPERED TIPS TO MEET SLOTS 3.5"
10" 3'-10"
"x4" POST (TYPICAL)
W V. EXISTING GRADE
EXISTING SOIL)
CONCRETE FOOTING
FRONT VIEW
WOOD FENCE - SPLIT RAIL
UPDATED MARCH, 2017
NOT TO SCALE
�/�
�•
1'-6"
\\\�z��
yid
�I
1'-3"
I�
cI/ SHEET
FINAL DRAWING
5400 Trinity Road _ G 1%. : FOR REVIEW HOLLYBROOK PARK AS NOTED
® Suite 107 _ SEAL _ PURPOSES ONLY DETAILS
Raleigh, NC 27607 = 041598
�?�'. 'Z NOT RELEASED TOWN OF WENDELLOFFICE MANAGER DESIGNERC=501
919.378.9111 :�9�jyNcirvE�.�'\� FOR D. CHAPMAN K. DURRANT
NC Firm License # C-0459 // FW o. 0� • CONSTRUCTION
m cg i I lassociates. com WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS M. OETTING FEBRUARY 2023 21.01721
0
90

1 7/8" O.D.
LINE POST
I
10' M
10"
MIN.
(TYP.)
12"
TERMINAL
POST
BALL CAP WITH SET SCREW OR
SPOT WELDED (TYP.)
KNUCKLED SELVAGE AT TOP,
BOTTOM, AND EDGES (TYP.)
1-5/8" O.D. TOP RAIL
CORNER POSTS 2 3/8"
O.D. SCH. 40 PIPE.
-NO. 9 CORE
WIRE GAUGE CLASS 2B
2" MESH CHAINLINK
TRUSS ROD WITH TURNBUCKLE
AT LAST SECTION ONLY.
TENSION BAR WITH
BANDS/CLIPS 0 12'O.C.
SLOPE TO DRAIN (TYP.)
WL fJ:T2k12ff21i1fJ1 [el
COMPACTED SUBGRADE 95%
STD. PROCTOR (TYP.)
NOTES:
1. POSTS, RAILS, MESH, AND FITTINGS SHALL BE BLACK VINYL COATED CLASS 2B
THERMALLY FUSED AND BONDED.
2. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND INSTALLATION REQUIREMENTS
6' CHAIN LINK FENCE w/3" TERMINAL POST
TENSION BARS
BRACE
1 J"
WELDEI
OUTER FE
I s
FORK LAT(
o �
I
i�
TENSION BA
BANDS
18"O.C.
NOT TO SCALE
OPENING WIDTH MUST
HAVE 4' CLEAN WHEN
(IPFN
TOP, MIDDLE & BOTTOM RAILS
1-5/8"O.D. SCH.40 STEEL PIPE
J"Xj" DRAW BAR
NO. 9 CORE
WIRE GAUGE CLASS 2B
2" MESH CHAINLINK
FABRIC TIES ® 12"O.C. TYP.
GATE FRAME:
2" O.D. PIPE
SOLID GATE FRAME
HEAVY DUTY HINGE (TYP.)
NOTES:
00
1.
POSTS, RAILS, MESH,
CONC. FOOTING
AND FITTINGS SHALL
v .
: ►
3000 PSI
BE BLACK VINYL
COATED CLASS 2B
; '
' :
�.►•
THERMALLY FUSED
•tip
AND BONDED
COMPACTED SUBGRADE
2.
GATE SHALL BE
95% STD. PROCTOR
COMPLETE WITH BALL
16
16"
AND SOCKET HINGES
OR APPROVED EQUAL
3.
ALL GATES SHALL BE
DOUBLE ACTING
4.
SEE SPECIFICATIONS
FOR FURTHER
10' CHAIN LINK SINGLE GATE
NS ARLI ATIOND
REQUIREMENTS
MODIFIED FOR THIS PROJECT
NOT TO SCALE
1" BEVEL (TYP.)
2'-6" f
•i a
a
O° < d °
6'-0"
DOME STYLE
P(
GATE POST'
O.D. SCH.
SURFACE
SEE SITE
I Tr.) I I J MIN.
r 12" (TYP.)
MIN.
(TYP.)
NOTES:
1. POSTS, RAILS, MESH, AND FITTINGS SHALL BE BLACK VINYL COATED CLASS 2B
THERMALLY FUSED AND BONDED
2. GATE SHALL BE COMPLETE WITH BALL AND SOCKET HINGES OR APPROVED EQUAL
3. ALL GATES SHALL BE DOUBLE ACTING
4. SEE SPECIFICATIONS FOR FURTHER MATERIAL AND INSTALLATION REQUIREMENTS
BALL CAP WI'
SET SCREW 0
SPOT WELDED
(TYP.)
No.9 GAUGE
CLASS 2B BL
VINYL COATE[
MESH (TYP.)
1-5/8" O.D.
INTERMEDIATE
RAIL (TYP.)
SLOPE TO DR
3000 PSI PRECAST CONCRETE
d
.e e Q
d e Q d
'd "4 a d a °: d'
i .a <.. a' � 'd a
18" LONG #14 REBAR FOR PINNING WHEEL
STOP TO PAVEMENT CENTERED IN
PARKING STALL
WHEEL STOP DETAIL
7 REVISED FOR THIS PROJECT
NOT TO SCALE
6' CHAIN LINK SINGLE GATE
2 MODIFIED FOR THIS PROJECT
NOT TO SCALE
MIN. (TYP.)
(TYP.)
NOTES:
1. BEYOND THE BOTTOM
GRADE BREAK, A CLEAR
SPACE OF 4'X4' MIN.
SHALL BE PROVIDED
WITHIN THE MARKINGS.
Q
(TYP.)
NOTE:
COUNTERWEIGHT CONTRACTOR TO PROVIDE DRAWINGS
WHITE PVC OUTER SIGNED AND SEALED BY A NORTH SIGN TO MEET MUTCD REQUIREMENTS
SLEEVE FILLED CAROLINA LICENSED STRUCTURAL SIGN TO MEET MUTCD
ZINC PLATED WITH SAND
BRASS SNAP HOOK ENGINEER. REQUIREMENTS
n I n
SADDLE AND BALL TOP
BALL AND ROD
TOP OF TRUCK
INTERNAL
HALYARD
FIBREGLASS POLE TOP
INTERNAL
HALYARD DOOR
FLASH COLLAR
GROUND
SLEEVE
WHITE POWDER COATED DOOR UNIT
ALUM. DOOR BRASS HALYARD
/ ,GUIDE
SPRING LOADED —
SNAP CLEAT
H AL'
BRACKET
FG135
FG140
ABOVE GROUND HEIGHT (ft.)
A
35
40
BUTT DIAMETER (INCHES)
7
7
TOP DIAMETER (INCHES)
3
3
WALL THICKNESS
1 /5"
1 /5"
WEIGHT OF SHAFT ONLY Ibs
89
DIAMETER OF TOP BALL (INCHES)
6
GROUND COLLAR - DIAMETER (INCHES)
17.5FLAG
R17.5
SIZE
6 x 10
FOOTING PER NOTE:
STRUCTURAL
ENGINEER 1. CONTRACTOR TO COORDINATE WITH CITY FOR FLAGS.
2. FLAG POLE STRUCTURES AND ELEMENTS SHALL BE
DESIGNED ACCORDING TO 2018 NORTH CAROLINA
BUILDING CODE REQUIREMENTS.
3. UNITED STATES FLAG TO USE 40' POLE. ALL OTHER
FLAGS TO USE 35' POLE
FLAG POLE DETAIL
3 MODIFIED FOR THIS PROJECT
NOT TO SCALE
10' CHAIN LINK FENCE w/ 3" TERMINAL POST
MODIFIED FOR THIS PROJECT
NOT TO SCALE
24" MAX
WIDTH
24" MAX
WIDTH
KNUCKLED SELVAGE
TOP, BOTTOM, AND
EDGES (TYP.)
BALL CAP WITH SET
SCREW OR SPOT WELDED
(TYP.)
1-5/8" O.D. TOP RAIL
CORNER POSTS 3" O.D.
SCH. 40 STEEL PIPE.
No.9 CORE WIRE GAUGE
CLASS 2B BLACK VINYL
COATED MESH CHAIN
LINK FABRIC AS NOTED.
TRUSS ROD WITH
TURNBUCKLE AT LAST
SECTION ONLY.
TENSION BAR WITH
BANDS/CLIPS ® 12-O.C.
SLOPE TO DRAIN (TYP.)
1-5/8" O.D. BOTTOM
RAIL (TYP.)
COMPACTED SUBGRADE
(TYP.)
6' MIN.
WIDTH
NOTES:
1. POSTS, RAILS, MESH,
AND FITTINGS SHALL BE
BLACK VINYL COATED
CLASS 2B THERMALLY
FUSED AND BONDED.
2. SEE SPECIFICATIONS FOR
FURTHER MATERIAL AND
INSTALLATION
REQUIREMENTS
HI -VISIBILITY CROSSWALK
8 NOT TO SCALE
LANDSCAPE
O'l —1 2"—j
SIGN INSTALLATION
4 REVISED FOR THIS PROJECT
NOT TO SCALE
TREE PROTECTION
FENCE
(20'-0" FOR
20" DIA. TREE)
L WOOD CHIP MULCH
RADIUS=1 FOOT PER INCH (6" DEPTH)
OF TRUNK DIAMETER
*AS NEEDED TO PROVIDE NECESSARY WORK SPACE. IF
LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK.
CONSTRUCTION SPECIFICATIONS
)UND SIGN POST.
IE BLACK POWDER
/ANIZED STEEL.
PAVED SURFACE
;RETE FOOTING
BUILDING
WOOD CHIP MULCH AREA
(4"-6" DEPTH)
1. PLACE BARRIERS TO PREVENT THE APPROACH OF EQUIPMENT WITHIN THE DRIP LINE OF TREES TO BE
RETAINED.
2. DO NOT NAIL BOARDS TO TREES DURING BUILDING OPERATIONS.
3. DO NOT CUT TREE ROOTS INSIDE THE TREE DRIP LINE.
4. DO NOT PLACE EQUIPMENT, CONSTRUCTION MATERIALS, TOPSOIL, OR FILL DIRT WITHIN THE LIMIT OF
THE DRIP LINE OF TREES TO BE SAVED.
5. IF A TREE MARKED FOR PRESERVATION IS DAMAGED, REMOVE IT AND REPLACE IT WITH A TREE OF
THE SAME OR SIMILAR SPECIES, 2—INCH CALIPER OR LARGER, FROM BALLED AND BURLAPED NURSERY
STOCK WHEN ACTIVITY IN THE AREA IS COMPLETE.
6. DURING FINAL SITE CLEANUP, REMOVE BARRIERS AROUND TREES.
MAINTENANCE
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES, REPAIR
ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT. SPREAD
PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE CUT TO PROVIDE
DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE
THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE.
TREE PROTECTION DETAIL
MODIFIED FOR THIS PROJECT
NOT TO SCALE
CI I
� • ''- FINAL DRAWING AS NOTED
SHEET
HOLLYBROOK PARK e
5400 Trinity Road _ �A�•.� _ FOR REVIEW DETAILS
® Suite 107 - L = PURPOSES ONLY
Raleigh, NC27607 = 041598 _ OFFICE MANAGER DESIGNER
919.378.9111
NOT RELEASEDTOWN OF WENDELL
D. CHAPMAN K. DURRANT
mcgill /�� C=502
NC Firm License # C-0459 �,tiFw �p pE���FOR
//�IIa�2� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS M. GETTING FEBRUARY 2023 21.01721
le
ry
Q
0
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0
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0
90

ACRYLIC COURT SURFACE PAINT PER
MANUFACTURERS SPECIFICATIONS. COLOR
TO BE APPROVED BY OWNER
2" S9.5B ASPHALT SURFACE COURSE
6" COMPACTED AGGREGATE
BASE COURSE
2'-0" SUBGRADE
\/\ (COMPACTED 100% OF STANDARD
/ / PROCTOR IN 8" LIFTS)
8'-0"
15'-0"
7'-0"
7'-0"
15'-0"
I'-o 0'-01.
6' BLACK VINYL COATED
CHAIN —LINK FENCE. SEE
DETAIL SHEET C-502
2" WHITE PAINTED
LINES (T)
STAINLESS STEEL NET POST
WITH WINDER MECHANISM
0'-0" i 16'-0
4' SINGLE PEDESTRIAN
GATE. SEE SITE PLAN FOR
GATE LOCATIONS.
SEE DETAIL SHEET C-508
42" HANDICAP
ACCESS
PICKLEBALL NET. his
E WITH 2" BINDING.
1" MESH
PICKLEBALL COURTS
1 NOT TO SCALE
NET TENSIONER
OUTDOOR PICKLEBALL NET
3" BLACK POWDER COATED
STEEL PICKLEBALL POSTS
STAINLESS STEEL SLEEVE
3000 PSI CONCRETE FOOTING
4' WIDE SINGLE PEDESTRIAN GATE.
SEE SITE PLAN FOR GATE LOCATIONS.
SEE DETAIL SHEET C-502
BALL HOLDER
EA END, TYP.
w
z
w
CL
w
z
J
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J
0
N
CD
z
w
z
o
z
o
Ld
4" ASTM #57 STONE
SUBGRADE: EXCAVATE UNSUITABLE
SOILS AND REPLACE WITH SELECT
FILL AS REQUIRED TO ACHIEVE
MINIMUM DESIGN INFILTRATION RATE
OF 2.11 IN/HR.
FINISHED SURFACE
VARIES. SEE SITE PLAN
4X4 PRESSUE
TREATED POD
BOARD'r6 BOARD
SYNTHETIC SURFACE -
XGRASS (PERFORATED
PERFORMX PRO OR
APPROVED EQUAL)
Y" - 1" #89 STONE
10" ASTM #2 STONE
COURT SURFACE
1X6 TRECK BOARD
WEEP HOLE
0 8'OC.0 PERMEABLE SYNTHETIC
2X SURFACE
SECTION
Mcg
5400 Trinity Road
® Suite 107
11 Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
m cg i I lassociates. com
HANDLE
1X6 TRECK
BOARD 42"
LONG
HANDICAP ACCESS
REMOVABLE BOARD
ELEVATION
ALL FASTENERS TO
BE STAINLESS STEEL
(TYP)
4X4 PRESSURE
TREATED POSTS
(TYP)
BOCCE BALL COURT
NOT TO SCALE
OSEAL
I1
FINAL DRAWING
�FOR REVIEW
- PURPOSES ONLY
041598
NOT RELEASED
��i9 • FN �Q' .• (D
.clrvE .��z- FOR
'''y�W °,°�Z� CONSTRUCTION
0
MI
x
0
I
N
1"0 STEEL POD HIN(
3/4"0 STEEL POD LOCI
HOLE, DRILLED FOR PADI
1/
/-D38- BASE F
RILLEDS ORLANCHOR
a
4
a
d
d'
n
DIRECTION OF
GREENWAY TRAFFIC
IN WELDED CAP
2"x4"x1/4" CHAN
F1 STEEL BOX (PAII
HI -VISIBILITY YELL
n�
2"
3/8.0 ANCHOR B(
-D.12"
CAST IN PLACE
)NCRETE FOOTIP
NOTES:
1. BOLLARD POST AT INTERSECTIONS TO BE REFLECTORIZED.
2. BOLLARD PLACEMENT OFFSET FROM INTERSECTIONS IS A
MINIMUM OF 5'.
3. BOLLARDS AND SIGNS TO BE INSTALLED BY THE
CONTRACTOR.
4. ALL METAL TO BE HOT DIPPED GALVANIZED STEEL.
5. PADLOCK SUPPLIED BY CONTRACTOR.
NOTE: 1 /4" STEEL PLATE FOR ALL HINGE AND LOCK PIECES
a � C:2o
1" S9.513 ASPHALT
SURFACE COURSE
6" COMPACTED
AGGREGATE
BASE COURSE
2'-0" SUBGRADE
(COMPACTED
100% OF
STANDARD
PROCTOR IN 8"
LIFTS)
BOLLARD - HINGED
2 UPDATED MARCH, 2017
NOT TO SCALE
4'-0"
2'-0"
CORNHOLE PLAN
BAG RETRIEVAL TO BE SLOPED.
ENSURE SLOPE DOESN'T INTERFERE
WITH BAGS ENTRANCE INTO HOLE
SMOOTH CONCRETE TOP
4"
BACK VIEW
SIDE VIEW
0
CONCRETE PLATFORM
35'
4' 27' 4'
z_ o PITCHER'S BOX
c
3'-0" J r
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33' O PRECAST CONCRETE
2'-0" CORNHOLE BOARD
z O
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A A A
10' TALL CHAINLINK FENCE. SEE DETAIL SHEET C-502
4' WIDE SINGLE PEDESTRIAN GATE.
SEE SITE PLAN FOR GATE LOCATIONS.
SEE DETAIL SHEET C-502
BASKETBALL COURT
NOT TO SCALE
HOLLYBROOK PARK
TOWN OF WENDELL
WAKE COUNTY, NORTH CAROLINA
DESCRIPTION
ASPHALT COURT
AS NOTED
OFFICE MANAGER
D.CHAPMAN
PROJECT MANAGER
M. NORRIS
DESIGNER
K. DURRANT
REVIEWER
M. OETTING
COURT LAYOUT
CORNHOLE COURT
3 NOT TO SCALE
I�
J L DIM.0
TOP VIEW
FRONT MOUNT
FRONT MOUNT GOAL
MODEL
DIM "A"
FT. -IN. (METERS)FT.-IN.
DIM "B"
(METERS)FT.-IN.
DIM "C"
(METERS)
GNA 60F
9'-6.5" (2.91M)
70.5" (1.79M)
5.56" (141MM)
NOTES:
1. CORNHOLE BOARD TO BE DOTY & SONS
CONCRETE PRODUCTS BY085531, KAY PARK
CONCRETE CORNHOLE, OUTDOOR CREATIONS 1510
CORNHOLE, OR APPROVED EQUAL.
GARED
9220 EAST 146TH ST, BLDG A
NOBLESVILLE, IN 46060
TOLL FREE: 1-800-325-2682
PHONE: [phone]
FAX: [phone]
www.garedsports.com
LDIM.B-
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3-0" (0.91M)
MIN.
REAR MOUNT
Q
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PLAYING SURFACE
REAR MOUNT GOAL
MODEL
DIM "A"
FT. -IN. (METERS)FT.-IN.
DIM "B"
(METERS)FT.-IN.
DIM "C"
(METERS)
GNA 60R
9'-81/2" (2.96M)
70.5" (1.79M)
5.56" (141MM)
MANUFACTURE NOTES:
1. DIMENSION "A" IS FROM THE UNDERSIDE OF THE POST ARM TO THE PLAYING SURFACE.
2. DIMENSION "B" FROM THE FACE OF THE MOUNTING PLATE TO THE EDGE OF THE POST.
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER 21.01721_Hollybrook Park details
OUTDOOR UNITS
GNA60: GOOSENECK SYSTEM WITHOUT BRACES
21.01721_Hollybrook Park details REVISION DATE
PROTECTED BY COPYRIGHT ©2023 CADDETAILS.COM LTD. CAC
SHEET
DETAILS
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
C=503
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MOST DEPENDABLE FOUNTAINS, INC.
5705 COMMANDER DR. P.O. BOX 587
ARLINGTON, TN 38002-0587
EM)F
PHONE: [phone]
5'-0"
www. mostdepeInd able. Corn
MOST DEPENDABLE
FOUNTAIINS,INC.
TOWN LOGO. GRAPHICS TO BE
COORDINATED WITH OWNER
REMOVABLE A A
SS CAP
V-6"
PRODUCT
ASSEMBLY INSTRUCT• D006/DO22 DOG WASTE
STATIONPUSH
BUTTON FOR 10" SS PIPE
PET FOUNTAIN ON
D006 A,DOG WASTE STATION ASSEMBLY ON REVERSE
PARTS LIST: rreasecreanur _ •
aheryourdoy I
NUTS & BOLTS LIST:
3" Bolt (2)
A
OPPOSITE SIDE
ADULT ARM
�I
BLUE BORDER STRIPE. SIZE AND
SHADE TO BE APPROVED BY OWNER
8
• Can (1)
®� �
' 2" Bolt (3)
� ADA ARM BY M.D.F
4" GREEN POWDER
-Post(l)
_
B �`�"
-•'�'
�-
COAT STEEL POST
HOLLYBROOK
' 1" Bolt (2)
• Dispenser (1)
C """"°"�"'"""•"'"
SIGN(1) + BRACKET(1)
• Sign/Sign Bracket (1) CAN (1) DISPENSER (1) HARDWARE (1)
' Flat Washers (6)
ACCESS DOOR
"
GREEN POWDER COATED STEEL
6'-8"
3'-0"
PARK
• Dispenser Keys
(2) i` f
D
BOLT IS CENTERED PET FOUNTAIN ON
UNDER "ADA ARM" OPPOSITE SIDE
SIGN. COLOR TO BE APPROVED
Q �
BY OWNER. THICKNESS OF STEEL
• 600 Waste Bags
600 WASTE BAGS
' Split -Lock Washer (6)
OPTIONAL TEMPLATE ANCHORED INSIDE
PER STRUCTURAL ENGINEER
PROVIDED BY SIGNAGE COMPANY
• 50 Can Liners
E
OFPEDESTAL
1201 S. HOLLYBROOK RD, WENDELL, NC 27591
jb
• Hardware Pack POST* (1)
'Hex Nuts (6)
.. .'d : a, ° d : a° °
*2 Post Sections45" Each 50 CAN LINERS
F
IF TYING INTO A SANITARY SEWER, A P TRAP WILL °. RECOMMEND A 2" 3"
VTEXT,
BE NECESSARY OR 4" OPEN HUB DRAIN
ITEM# D006 DOG WASTE STATION ASSEMBLY INSTRUCTIONS
72"
*See REVERSE
far Sign&
FRONT VIEW 6 5/8" SLEEVE
FONT, AND COLOR TO
BE APPROVED BY OWNER
72"
1. ASSEMBLE POST: overlap post one tapered -end 6" onto the flat end of post two.
Thread 2 bolts (C) with 2 flat washers (D) to connect. Tighten with nuts and lock washers (E, F). 0
62" 2. Mark Assembled Post 18" from tapered end: bury the post in concrete level to 18" mark. o
SPACE 62"
58„
Bracket
)
PET
FOUNTAIN REMOVE DOG BOWL
o o IN ORDER TO INSTALL
BOLT IS CENTERED O 3RD TORX BOLT
UNDER °ADA ARM" o o WATER
V-6­'
®®
PI..W.—P
a y
58
3. ATTACH CAN: Install 6" above ground; thread the 2 bolts (A) with 2 flat washers (D) through the 0
40°
\\
/
can from the inside. Line up the bolts with holes in the post (6" above ground) and thread
through. Tighten with nuts and lock washers (E, F).
SPACE
30"
Step 4: Attach Dispenser
O
/
c
thread
40 4. ATTACH DISPENSER: Open the DISPENSER. Align the SIGN BRACKET'S long slot with the top 2 holes s wo bolts
z
2", 3" OR 4" OPEN
HUB DRAIN °
�/
°
30" of the dispenser and use 2 bolts (B) & flat washers (D) from the INSIDE of the dispenser to bolt thru o
the bracket, thru the and secure in the back of the with lock washer (E) and nuts (F).
BOTTLE
FILLER
\
\\\\\//\\\\\\\\\\\\\\\\\\\\\\ \\�/1
past post
(see diagram)
8"
�
NOTES: TOP VIEW
\
\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\
Use a third bolt (B), flat washer (D), &lock washer (E) &nut (F) at the bottom hole of the dispenser o
Step 3: Attach Can
2. INSTALLATION
TO ARCHITECT,OOCALE DRAWING N AUDTOCAD MODELIMANUFACTURER'S SPECIFICATIONS.//j
//j //j //j //j //j //j //j //j / a
t0 attach t0 post.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
j�XKN/\\j/ j\\j/
B
18'of concrete
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
j\j/\\j/\\ j\j/�\��\\j
\j
5. ATTACH SIGN: Bolt sign to the top of the SIGN BRACKET and secure with washers, lock washerso
a /
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
<
and nuts.
�IiorNo EVE '
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
6. Fill Dispenser with bags, and Install Can finer.
"
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
Step I: Assemble Post Step 2: Set Post in Concrete
`�
REFERENCE NUMBER 21.01721_Holl brook Park details
y
MODEL 10145 SM
SHOWN W/ OPTIONAL PET FOUNTAIN ('100%
NOTES:
1. ENTRY SIGN TO MATCH TOWN OF WENDELL
SIGN DESIGN STANDARDS. CONTRACTOR TO
FOOTING PER STRUCTURAL ENGINEER
COORDINATE WITH OWNER FOR COLORS
NOTE:
AND GRAPHICS OF ENTRY SIGN.
CONTRACTOR TO
21.01721_Hollybrook Park details CADdetailsPLUSTM REVISION DATE 03/02/2023
PROVIDE DRAWINGS
PROTECTED BY COPYRIGHT ©2023 CADDETAILS.COM LTD. CADdetails.com
SIGNED AND SEALED
DOG WASTE STATION
DRINKING FOUNTAIN
BY A
PARK ENTRY SIGN CAROLNAR LICENSED
1
2
STRUCTURAL ENGINEER
3
MODIFIED FOR PROJECT
MODIFIED FOR PROJECT
MODIFIED FOR PROJECT OBTAINED FROM SIGN
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE MANUFACTURER
NOTES:
1. METAL ROOFING TO BE 24 GAUGE
NOTE:
GALVALUME COATED.
CONTRACTOR TO PROVIDE DRAWINGS
2. METAL ROOFING TO BE KYNAR 500
TO COORDINATE
SIGNED AND SEALED BY A NORTH
WITH OWNER FOR COLOR.
CAROLINA LICENSED STRUCTURAL
ENGINEER.
3. POSTS TO HAVE POWDER COAT FINISH.
CONTRACTOR TO COORDINATE WITH OWNER
FOR COLOR.
360 ———————————————————————————————————————
ol
528
12
4
STOP H
NOT FOR CONSTRUCTION
151
REF
90
CLEAR
USE FOR PRELIMINARY
PLANNING AND ESTIMATING
ONLY
\\--FINISH
DRAWING:
ARCHITECTURAL ELEVATIONS
FINISH GRADE.
MOUNTING VARIES
BASED ON ENGINEERING
GRADE.
MOUNTING VARIES
BASED ON ENGINEERING
SCALE: REV LEVEL:
1:96 A
O ( ) 3 SHEET
www.poligon.com
www.poligon.com
PCOPYRIGHT2016
REQUIREMENTS.
REQUIREMENTS.
byPORTERoRP
PATENTED OR PATENTS PENDING
PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424
5400 Trinity Road
� C
_ PAL �•.� _
FINAL DRAWING
FOR REVIEW
HOLLYBROOK PARK
AS NOTED
DETAILS
SHEET
®
Suite 107
Raleigh, NC27607
- r : =
= 041598 _
PURPOSES ONLY
919.378.9111
NC Firm License # C-0459
' '
'!D �o'
NOT RELEASED
FOR
TOWN OF WENDELLOFFICE
D.
MANAGER
CHAPMAN
DESIGNER
K. DURRANT
C=504
WAKE COUNTY, NORTH CAROLINA
PROJECT
MANAGER
REVIEWER
DATE
PROJECT #
FUNDING #
mcgillassociates.com
CONSTRUCTION
NO.
DATE
BY
DESCRIPTION
M.
NORRIS
M. OETTING
FEBRUARY 2023
21.01721

INLET
INSTALL 19C
HARDWARE
AND STONE
NC DOT #5 Of
WASHED STON
19 GA. HARDWARE
CLOTH WITH Y4' MESH
OPENINGS
NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
SEE CATCH BASIN SCHEDULE
(VERIFY TRAFFIC LOAD
REQUIREMENT FOR EACH TOP)
JOINT SEALANT
INTERIOR JOINTS PLASTERED
WITH MORTAR
CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(3) No. 4 RE[
KNOCKOUT P/
(TYP. EACH S
INLET
CONCRETE INVERT INSTAI
AT A CONSTANT SLOPE
FROM INLET TO OUTLET
(SEE CATCH BASIN SCHEDULE) JOINT SEALANT
INTERIOR JOINTS PLASTERED
WITH MORTAR
PRE —CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION; KNOCKOUT PANEL
SEE CATCH BASIN SCHEDULE AND (TYP. EACH SIDE)
VERIFY WITH SUPPLIER
5"-8" WALL THICKNESS
WITH KNOCKOUT PANEL
NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
PLAN
NOTES:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1:25 POUND PER L.F.
5. REF: NCDENR 6.51.
A
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
6"
VARIES
6"
OUTLET
SECTION A (PLAN I
CATCH BASIN TOP
(SEE SCHEDULE FOR TYPE)
s-
BASIN RISER
HEIGHT VARIES
'! �(2) No. 4 REBAR 1
CATCH BASIN HEIGHT
APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
INLET FOR STRUCTURES OVER AND MANUFACTURER
3'-6" IN DEPTH, 12" O.C.
No. 4 REBAR ® 6" O.C.
EACH DIRECTION
0
o
3000 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET (12" OF #57
SECTION B STONE MAY BE REQUIRED).
FOR POOR SOIL AND/OR WET CONDITIONS;
CONTRACTOR SHALL CONTACT THE
ENGINEER BEFORE PLACING BOX
PRE -CAST CATCH BASIN
UPDATED MARCH, 2017
NOT TO SCALE
5' LONG HEAVY DUTY STEEL
T—POSTS SET 24" MIN. INTO
GROUND (MAX. 4' SPACING)
�NO. 57 WASHED STONE
AREA
FOR SEDIMENT
,—GROUND/-EXCAVATED
STORAGE
5't
32"
INLET PROTECTION
4 UPDATED MARCH, 2017
NOT TO SCALE
STEEL FENCE POST (t)
POSTS TO HAVE PROD
UPSTREAM END
OF STORM DRAIN
#57 WASHED STONE
FILTER ACROSS
PIPE INLET
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24"x24" ("NEENAH R3339A") OR
("U.S. FOUNDRY 4190-6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
GRATES PLACED IN PEDESTRIAN
"FIC AREAS TO SHALL BE
NTED WITH OPEN SLOTS
VING PERPENDICULAR TO
"FIC FLOW (TYP. ALL GRATES)
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL—(FCB)
RIM = TOP EDGE OF GRATE
HEAVY P" ^ °T Ak—
FRAME'
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24"x36" ("NEENAH R3233D") OR
("U.S. FOUNDRY 5181-6420") OR
APPROVED EQUAL CONFORMING TO
N.C.D.O.T. ROADWAY STANDARDS 840.03
WIRE" (14 GUAGE WITH
MESH SPACING = 6")
FILTER FABRIC
)ecifications
for requirements)
NOTES:
1. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED
AFTER STOPPAGE OF WORK EACH DAY AS
ILLUSTRATED.
2. ACCUMULATED SEDIMENT SHALL BE REMOVED AND
PROPERLY DISPOSED OF AND THE TRENCH BOTTOM
REGRADED AND COMPACTED IN ACCORDANCE w/
SPECIFICATIONS PRIOR TO CONTINUANCE OF LAYING
PIPE.
3. ALL STAKES/POSTS TO HAVE PROTECTIVE CAPS.
STONE FILTER INLET
PROTECTION FOR STORM DRAIN
UNDER CONSTRUCTION
REVISED FOR THIS PROJECT
NOT TO SCALE
CURB INLET TOP
CATCH BASIN SCHEDULE SYMBOL —(CI)
RIM=TOP OF GRATE DIRECTLY UNDER
HOOD OPENING
CATCH BASIN TOP DETAILS
OVERFLOW
1 /3 of PIPE
DIAMETER
UPDATED MARCH, 2017
NOT TO SCALE
FINISH GRADE
3'-0"
6" 2'-0" 6"
3" RADIUS (TYP)
VT L
4PSI
C000 ONCRETE
e
f
',a u
a
°'
t�
t�7
TOOLED EDGE (TYP)
o—FINISH GRADE
6" MIN. COMPACTED ABC` COMPACTED SUBGRADE
CONCRETE FLOW THRU
6 UPDATED MARCH, 2017
NOT TO SCALE
PAINTED SOLID Wf "--
NON -DOT TRAFFIC ARROWS
UPDATED MARCH, 2017
NOT TO SCALE
\�� 1 C I I
SHEET
AS NOTED
FINAL DRAWING
HOLLYBROOK PARK e
5400 Trinity Road _ �AL ��.� \ FOR REVIEW DETAILS
®Suite 107 - = PURPOSES ONLY
Ord
Raleigh, NC27607 = 041598 _ TOWN OF WENDELLOFFICE MANAGER DESIGNER
NOT RELEASED D. CHAPMAN K. DURRANT
919.378.9111 �;�
NC Firm License # C-0459� C=505
FOR
//IIa2� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
C9 m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS M. GETTING FEBRUARY 2023 21.01721

APPROVED WARNING TAPE
24" ABOVE PIPE
BACKFILL MATERIAL x
j
COMPACTED IN 6" LIFTS
12" MAXI
12" MAX
���
/
6" MIN
/�\
MIN
BACKFILL MATERIAL
/
COMPACTED IN 3" LIFTS
N o.12 COATED
COPPER TRACING
J
WIRE J
UNDISTURBED
UNDISTURBED 6"
EARTH
NOTE:
EARTH
BELL HOLES NOT SHOWN
BACKFILL MATERIAL -
COMPACTED IN 6" LI
20
WWI -
EXISTING ROAD
APPROVED WARNING TAPE
24" ABOVE PIPE
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY
AND HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW
THEM ACCORDINGLY.
2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL
QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
STORM DRAIN TRENCH DETAIL
UPDATED MARCH, 2017
NOT TO SCALE
10'
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
APO
G�
*\CD
4'
FILTER FABRIC
36' MIN.
v
M
SEDIMENT STORAGE
qOw
FLOOD STORAGE
``0 PLAN VIEW
STABILIZED GROUND
RIP -RAP HEADWALL 1' MIN.
SECTION VIEW
PIPE INLET PROTECTION
UPDATED MARCH, 2017
NOT TO SCALE
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
5' STEEL POST �X
(MIN. 1.25 LB/LF)
i6" 0 MAX. I WIRE -
FENCE
PLAN SYMBOL
PIPE OUTLET TO WELL-DEFINED CHANNEL
PLAN L
a
L
a
SO •
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
2"-3" COARSE AGGREGATE
(RAILROAD BALLAST) �O
FILTER FABRIC
NOTES
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.06.
TEMPORARY CONSTRUCTION ENTRANCE
UPDATED MARCH, 2017
NOT TO SCALE
6" MIN.
INSTALL FILTER I INST
FABRIC SECTION A -A FABRIC
OR
PLAN L
Ia
La
INSTALL FILTER
FABRIC INSTALI
SECTION C-C FABRIC v-u
NOTES
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
5. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.41.
RIPRAP APRON SIZING
OUTLET
PIPE DIAMETER
3 x Do
APRON LENGTH
APRON WIDTH
I RIPRAP SIZE
No.
(Do)
(La)
(W=Do+La)
(d50xTHICKNESS)
ALL PIPES
x"
x'
x'
x'
x"
PIPE OUTLET PROTECTION
6 UPDATED MARCH, 2017
NOT TO SCALE
04
a
WIRE
FENCE
STEEL
POST
04
N
PLASTIC OR
WIRE TIES
EXISTING
GRADE
EXISTING
GROUND
�z=
maw
3:
co o SECTION VIEW
w
.�- FILTER
FABRIC EXISTING
GROUND
BACKFILL TRENCH
AND COMPACT /
THOROUGHLY
UpSLOPE
z (DISTURBED
DISTURBE AD REA)
NOTES;
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
SILT FENCE PLAN
SYMBOL
3 UPDATED MARCH, 2017
NOT TO SCALE
2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES COIR FIBER WATTLE,
MIN. 12" DIA.
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL.
SEE OTHER DETAILS FOR MATTING.
WATTLE SECTION
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM.
SEE OTHER DETAILS FOR MATTING.
J�
wr �-.�wvvwvvv�
UPDATED MARCH, 2017
NOT TO SCALE
2'X2"X2" WOODEN STAKES
W/ MIN. OF 4 DOWNSTREAM
STAKES AND 2 UPSTREAM
STAKES ANGLED TO HOLE
COIR LOG IN PLACE
L�
STAKE DETAILS
MINIMUM OF 2 UPSTREAM
STAKES EVENLY SPACED
BETWEEN DOWNSTREAM STAKES
MAT WITH DOUBLE
NET STRAW COCONUT LINING
6'-0" MIN.
MIN BOTTOM.
PERMANENT DRAINAGE SWALE
UPDATED MARCH, 2017
NOT TO SCALE
12"
1(7.5cm )
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"
APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND
FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.
ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING AND SPACING STAPLES/STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP.
STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE RECP'S WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE
RECP'S.
7. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
8. SEE GRADING PLAN FOR LOCATIONS 0 CUT AND FILL SLOPES.
9. MATTING SHALL BE : NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR EROSION CONTROL BLANKET, OR EQUAL. INSTALL ON ALL
DISTURBED SLOPES (CHOSEN PRODUCT MUST BE RATED FOR SLOPES OF 2:1 OR 1:1). SEE PLAN FOR PRODUCT TYPE THAT MAY BE SPECIFIED
10. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
11. BURY THE TOP OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE TRENCH FULL SOIL. SECURE WITH ROW OF STAPLES, 10"
SPACING, 4" DOWN FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
...........\ EROSION 10„
CONTROL \I�
BLANKET
........... .,\ I1-1/2"
�\\ .:::........... EXCAVATED CUT �W �W W W METAL STAPLE
\\\ .... .. ......... \ SLOPE
\ ..� ...................... . .
EROSION CONTROL BLANKET
...........
{............. COMPACTED FILL
...............\ I I SLOPE
EROSION
�/%/%\�/%/%\///%//\ CONTROL
\///\\/%\/%\/%\/%\/%\/%\/%�/\\\/%\/%\/%\/%\/%\\Q�\//%\/%\/%\% .......... I ?•' BLANKET
/ \ 3 \ /
\ M q 3 \ \ \ \ \ \ \ \ \ \ \ \ k
S
vo
I I I \
SLOPE MATTING INSTALLATION
UPDATED MARCH, 2017
NOT TO SCALE
CII/ SHEET
FINAL DRAWING
5400 Trinity Road _ :� : FOR REVIEW HOLLYBROOK PARK AS NOTED
Suite 107 _ SEAL = DETAILS
Raleigh, NC 27607 = 441598 _ PURPOSES ONLY OFFICE MANAGER DESIGNER
.F �, NOT RELEASEDTOWN OF WENDELL919.378.9111 :,9��yNcrvE�.�'\� FOR D. CHAPMAN K. DURRANT
NC Firm License # C-0459 FW'p''oE
m cg i I lassociates. com /���1L� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
NO. DATE BY DESCRIPTION M. NORRIS M. OETTING FEBRUARY 2023 21.01721
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INFLOW
STRUCTURE
RIPRAP
SEED OR MAT SLOPES
OF SKIMMER BASIN
FOR STABILIZATION
BAFFLES
PLAN
RIP RAP LEVELING PAD
UNDER SKIMMER
TURN SILT FENCE
INTO DAM SECTION
EMBANKMENT
EXTEND SKIMMER
OUTLET BEYOND OF SILT
FENCE
EMERGENCY SPILLW Y
TO INCLUDE IMPER OUS
LINER
U
2
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EMERGENCY SPILLWAY TO
INCLUDE IMPERVIOUS LINER LINER TO EXTEND UP SIDES OF
PROP DESIGN
SURFACE AREA ELEV
TO EXISTING GRADE WEIR MIN 12" - TYP. BOTH SIDES
BAFFLES TO BE 6" EMBANKMENT
fill MIN. FROM DEPTH
INFLOW
HIGHER THAN BASIN TO SPILLWAY WEIR MIN. 5' WIDE
STRUCTURE
DEPTH INDICATED
PLAN
ON 1' MIN. FREEBOARD
ELEV.
\ri\ WATER
SURFACE
Q
R) WATER DEPTH
\\ \\
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//\//j�j
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ACROSS SPILLWAY
CARDOWN TO
//%\/%\/%\/
w
=_ EXISTWGINER GRADE (EDGE
OF DISTURBANCE)
FILTER
FABRIC
\\\\\��\\��\//�/�
SKIMMER TO EXIT AT POND
SEDIMENT
INVERT ELEVATION OR LOWER TURN EDGES OF
STORAGE DE -WATERING
IF POSSIBLE FABRIC DOWN MIN. 12"
ZONE ZONE
INTO GROUND -
TAMP AND COMPACT
NOTE:
RIP RAP LEVELING PAD
UNDER SKIMMER TO PREVENT
ALL EMERGENCY SPILLWAYS SHALL BE SEE EROSION CONTROL
GROUNDING OUT
LINED IN ACCORDANCE W/ NCDEQ STDS. PLAN FOR DISCHARGE
SECTION
FABRIC SHALL BE TERRATEX GS -INSTALL PIPING SIZE & LENGTH
PER MANUFACTURER'S RECOMMENDATIONS
ARM ASSEMBLY
TOP VIEW
AFTER SKIMMER IS INSTALLED
CONTRACTOR SHALL NOTE SKIMMER
SIZE OF ORIFICE INSTALLED W/ A
PERMANENT MARKER - NOTATION TO
BE VISIBLE OUTSIDE OF BASIN
L�
o'
"C"
N ENCLOSURE
WATER
ENTRY UNIT
n.in 111 elr Mnr en
END VIEW FRONT VIEW
TEMPORARY SKIMMER BASIN
UPDATED MARCH, 2017
NOT TO SCALE
5400 Trinity Road
® Suite 107
Raleigh, NC 27607
919.378.9111
NC Firm License # C-0459
m cg i I lassociates. com
C 1 i
FINAL DRAWING
2'.� = FOR REVIEW
ZEAL �; -
441598 PURPOSES ONLY
_
N Iry ��. NOT RELEASED
.� �`,�' FOR
r/'/X, °t i ,° \, CONSTRUCTION
2' MIN.
SEE LAYOUT PLAN
30" CONCRETE CURB & GUTTER
L /�IJ 111\V JV UJVI\1 nVL
ASPHALT REPAIR AND OVERLAY SECTION
REVISED FOR THIS PROJECT
NOT TO SCALE
9 GAUGE HIGH STRENGTH TENSION WIRE
STRAND - SECURE TO EACH POST
TEE POST SUPPORT OR 9 GAUGE WIRE
STAKE TO TO SIDE OF BASIN - SECURE TO
"
SUPPORT WIRE VERTICAL POST
4'-0MAX.
LLLL_ LLLLL_ LLLLLL LLLLL I _LLL LLLL ///. TOP OF FABRIC
\\ \ \ SHOULD BE 6"
\\\ L_LL_ LLLLL_ LLLLLL_ LLLLL_ 2-LLL LLL /j\\\\� HIGHER THAN
LL LLLLL LLLLLL LLLLL = _LLL LI_ //��j SPILLWAY INVERT.
L LLLLL LLLLLL LLLLL o_LLL L /N, 2'-0" TOP OF BAFFLES
-LLLLL LLL\ LLLLL LLLLLL LLLLL L_LLL j\\\/ LOWERDTHAN2TOP
/ /I OF THE BERM.
SUPPORT POSTS, 24" MIN.
BURY INTO BOTTOM OR
SIDE
700 g/m2 COIR MESH OR SIMILAR
SECURE BOTTOM OF BAFFLE TO
GROUND w/ 12" STAPLES ® 12" MAX.
SPACING
NOTES:
1. INLET ZONE (A) SHOULD HAVE 25% OF SURFACE AREA. FIRST CELL (B) SHOULD HAVE 25% OF SURFACE AREA, SECOND CELL (C) SHOULD HAVE 25% OF
SURFACE AREA AND THE OUTLET ZONE (D) SHOULD HAVE 25% OF SURFACE AREA.
2. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART.
4. DO NOT SPLICE FABRIC. USE ONE CONTINUOUS PIECE ACROSS BASIN.
5. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
HALF FULL.
6. REFERENCE NCDEQ LAND QUALITY SECTION DESIGN MANUAL: 6.65.
BAFFLE r \j\\/\\/\ :• \\/\% v
TYPICAL
IX
EARTHEN
EMBANKMENT
ZZ
INLET ZONE
25% OF SURFACE
AREA (A)
// XN
FIRST CHAMBER
25% OF SURFACE
AREA (B)
/ /\/\/\/\ /\ SECOND CHAMBER
CLASS TRIP -RAP % //\//\//\//\//\/\ /\//\//\//\//\//\/� 25% OF SURFACE
OUTLET \\
/ /\\/\\/\ /\\/\\/\\/\\/\\/\\% AREA C
/( )
\\ \ \\ / \\/\\/ \\ \\ \\ \\ \\ \\ \\ \\ \\r
NO
OUTLET ZONE BAFFLE SPACING OF 25%
�/j��/j\ /j\�/j�/jam/j�/j�/j 25% OF SURFACE EACH PER NEW NCDEQ
AREA (D) RECOMMENDATIONS
'\//\\/// ;S THAN 2 ' LONG
REQUIRE I WO (2) COIR
BAFFLES
POROUS BAFFLE DETAIL
3. SEE PLANS FOR BAFFLE
UPDATED MARCH, 2017
NOT TO SCALE
SPACING
HOLLYBROOK PARK
TOWN OF WENDELL
WAKE COUNTY, NORTH CAROLINA
NO. DATE BY DESCRIPTION
20"
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12"
MERGE ARROW
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
20"
COMBINATION LEFT AND
RIGHT TURN ARROW
SAME DIMENSIONS APPLY AS FOR
THE LEFT/RIGHT TURN ARROW
COMBINATION LEFT AND STRAIGHT
AND RIGHT TURN ARROW
SAME DIMENSIONS APPLY AS
FOR THE COMBINATION STRAIGHT
AND LEFTIRIGHT TURN ARROW
WRONG -WAY RAMP ARROW
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GENERAL NOTES:
1- USE THE COLOR WHITE FOR ALL PAVEMENT MARKING SYMBOLS.
2- DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH INTO INTERSECTION AREAS.
3- DO NOT PLACE SYMBOLS ACROSS TRANSVERSE EXPANSION JOINTS ON PORTLAND CEMENT
CONCRETE PAVEMENTS, UNLESS APPROVED BY THE ENGINEER. RAMP ARROW
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD HIGHWAY SIGNS" MANUAL WHICH INCLUDES AT EXIT RAMP
PAVEMENT MARKINGS AND STANDARD ALPHABETS (REFER TO SHEETS 6 THRU 9) DIMENSIONS NOTE: r00
CAN VARY AMONG MANUFACTURERS, THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE.
HOWEVER, ALL SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT. 1- WHEN INSTALLING COLD APPLIED PLASTIC ON CONCRETE IT IS RECOMMENDED SHEET 1 OF 9
TO USE COLD APPLIED PLASTIC WITH A BLACK CONTRASTING BOLDER. 11205 . 08
CONTINUOUS LINES 10'-30'/SP SKIP LINE 2'-6'/SP MINI -SKIP LINE a CO
UNLESKIPSLANEHLINESEANDHSKIP CENTER,L LINES. SKIPS FOR UNLESS
LINEHEXTENSIONS TTSHOWN,
HROUGH INTERSECTIONS, EDGELINE FOR
¢ Q
EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS ¢ 3
EDGE LINE 1 USED FOR BICYCLE LANE LINES. H � = O
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YELLOW OR WHITE O 1= x = -
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LL 2
YELLOW OR WHITE C9
LANE LINE 0 0�4"/6" F-H~ow
4"/8" YELLOW OR WHITE LL 0 Q
WHITE
Z H �
3'-3'/SP MINI -SKIP LINE 3'-9'/SP MINI -SKIP LINE I-"
r W ❑
CENTER LINE UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR UNLESS oTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR r ❑
4"I6„ THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS. MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW t
3' 3' 31 91
GORE LINE
O O 4"/6"
B rr112" gx11211 WHITE
R=40"J L
R=28"
ELONGATED STRAIGHT ARROW
20"
r
12"
WHITE
DIAGONAL LINE
J 12" 45 MPH OR HIGHER
YELLOW OR WHITE 8" LESS THAN 45 MPH
WHITE
CROSSWALK LINE
8" TRANSVERSE
24" LONGITUDINAL
WHITE
RxR LINE
16"
WHITE
STOP OR TRANSVERSE BA j GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24" AS DIRECTED BY THE ENGINEER.
WHITE 2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
OF THE NORMAL LINE
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SEE LINE
EDGE LINE OFFSET DETAIL OFFSETGDETAIL TWO-WAY UNDIVIDED ROADWAY
�2" MAX., REFER ALSO TO TABLE 1
E.O.T. W
�-� --�-- -- -- -- ---
CENTER LINE OFFSET DETAIL
rt—
LANE LINE OFFSET DETAIL
AS NOTED
OFFICE MANAGER
D.CHAPMAN
PROJECT MANAGER
M. NORRIS
TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
RAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH W
18' - 18'
2"
8' - 9'
19,
4"
9'
20'
fill
9.5'
21'
ell10'
22'
10"
10'
23'
loll
10.5'
24'
26'
2'
ill
28'
2'
12'
30'
3'
12
32'
1 4'
1 12'
3rr
311 fill
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
« DIRECTION OF
0 TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
DESIGNER
K. DURRANT
REVIEWER
M. OETTING
w »
SEE EDGE LINE SEE CENTER LINE
OFFSET DETAIL OFFSET DETAIL
SEE EDGE LINE -WAY UNDIVIDED ROADWAY
OFFSET DETAIL WITH TWO-WAY LEFT TURN LANE
SEE EDGE LINE
OFFSET DETAIL
SEE EDGE LINE
OFFSET DETAIL
W
— w
SEE EDGE LINE
OFFSET DETAIL
DETAILS
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FEBRUARY 2023 21.01721
SEE LANE LINE
OFFSET DETAIL
SHEET 2 OF 2
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NOTES: NCDEQ GENERAL CONSTRUCTION CONDITIONS
♦ �OOOOp�� �
Sta ger pinta Install wattles snugly into trench.
typical) Abut tightly to adjacent wattle, and
to and, without overlapping the ends
Existing ground
g man
\\\\\\ \\\\\\\\` ...........
_ FLOW
�/i m i n. o r a s
.. specified In plans .O�
/ / / / N - / / / / o F
FOUNDATION STONE FOR UNDERCUT »ri N
EXCAVATION ONLY AS DIRECTED
\
\ \ \ \ \ \ \ Sediment wattle
\ \ \ \ \ \ \
BY THE ENGINEER /,/i,/i,/i, a /,/i,/i,/i„ 1 ri>»»
PIPE BEDDING SHAPE
WITH A TEMPLATE '
FIT BOTTOM OF AR(
PIf
FOUNDATION ST
UNDERCUT EXCA
6" DEPTH INCF
ONLY AS DIP
BY THE ENC
GEOTE)...__ ........ ..
OF UNDERCUT EXCAVATIONONLY
AS DIRECTED BY THE
ENGINEER
ARCH PIPE
1. STRUCTURAL BACKFILL SHALL BE COMPACTED #67 STONE OR COMPACTED
NATIVE SOILS, NOT CONTAINING FROZEN LUMPS AND MEETING THE
REQUIREMENTS OF SOIL GROUPS GW, GP, GM, SW, AND SP AS DESCRIBED
IN ASTM METHOD D2487. STRUCTURAL BACKFILL SHALL BE PLACED IN
LEVEL 6" LAYERS AND COMPACTED TO 95% STD. PROCTOR EQUALLY ON
BOTH SIDES OF THE PIPE.
2. CRITICAL STRUCTURAL BACKFILL SHALL CONSIST OF COMPACTED NCDOT
#67 STONE.
3. BEDDING SHALL CONSIST OF NCDOT #67 STONE OR APPROVED EQUAL
4. FOUNDATION STONE SHALL CONSIST OF NCDOT #57 OR #67 STONE.
CMP PIPE INSTALLATION
REVISED FOR THIS PROJECT
NOT TO SCALE
)N
TH
TEMPORARY BYPASS NOTES
1. Install all erosion control measures
as shown on Erosion Control Plan and
in this detail.
2. Construct impervious dike
(recommend sand bags or other easily
removable material) on upstream side
TOP OF BANK
of existing channel and install
temporary bypass pump to divert water
around construction area. All material
must be completely removed following
construction.
3. Construct impervious dike
PROPOSED SILT
m
ro EXISTING STREAM
(recommend sand bags or other easily
FENCE
removable material) on downstream side
of existing channel to prevent backing
up of stream water into the
PROPOSED TEMPORARY
WORK AREA
construction area.
PUMP AROUND
X
4. Dewater the construction area using
X
another temporary pump and discharge
water into a dewatering basin or
I
sediment bag until sediment has settled
IMPERVIOUS DIKE
and water can be discharged back into
r
TO BE INSTALLED
stream. Dewatering basin must be
IN CHANNEL
outside of any restricted buffer areas,
I
use wattles instead of earth berm if
reasonable.
X
5. Begin construction of cross -culvert.
shall inspect system daily
IContractor
PROPOSED SILT
before beginning any construction. No
_
.......... X
FENCE
construction shall continue if system is
not fully operational.
............................
...........................
..... ............
6. Any wash material removed from
bypass area should be stoned outside
the flood zone or regulated buffer area
......................
..
.. ..............................................
........
until construction is complete.
...................
....
..
. .. .
..............................................
.......
7. Upon completion of culvert
... .. ..
....
...
.. ... ....
construction, remove bypass system m
YP Y
within (2) two calendar days.
PRQPOSEfl
8. Stabilize all areas disturbed during
......................
...
...................
.... ............. RQADWA.Y ........................
construction. Stream bed and banks
.............
...
............. .. ...............................................
must be returned to pre -construction
..
.....................
. .................
conditions.
X
9. Contractor shall receive prior
approval from engineer if choosing to
.........................
X X X
use another method in lieu of bypass
X
channel.
PROPOSED PIPE
I
I PUMP INSTALL E THEN
BERM TO PROTECT
x STREAM IF DEVICE
x
WERE TO FAIL
I DEWATERING DEVI
GRAVITY -BASED
x
GEOTEXTILE FILT BAG
PLACED ON NO. 57 STONE
X PAD
ENERGY DISSIPATOR
k
18" THICK
IMPERVIOUS
CLASS B STONE I
DIKE -SAND
� BAGS 3' HEIG
X
g X
PROPOSED SILT
FENCE
I
I
PROPOSED SILT
FENCE
TEMPORARY STREAM BYPASS
2
REVISED FOR THIS PROJECT
NOT TO SCALE
Install wattles
Runoff from along contours
disturbed areas
PLAN
INSTALLATION BEYOND TOE OF SLOPE
Provide sufficient length to prevent
water from slowing around the wattle
ELEVATION
INSTALLATION ALONG SLOPES
NOTE :
1. Drive states at each end and at 4' spacing
until wattle is secured to slope. Do not crush
wattle while staking. Live stakes may be used
for permanent installations.
2. Use drainage ditch installation only in low flow
conditions.
`Excavate trench 2"
S. to 5" larger than wattle
STEP 1: EXCAVATE TRENCH
AND INSTALL WATTLES
ackfilled and compacted
soil to ground level
' lrection of runoff
tD�bed areas
STEP 2: BACKFILL SOIL AGAINST WATTLES
PROPERLY STAKED AND ENTRENCHED WATTLE
DRAINAGE DITCH INSTALLATION
WATTLE INSTALLATION AND
MAINTENANCE NOTES
1. STRAW ROLL INSTALLATION REQUIRES PLACEMENT
AND SECURE STAKING OF THE ROLL ALONG THE
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND THE ROLL.
2. IF WOODEN STAKES CAN NOT BE USED BECAUSE OF
ROCK, THEN RE -BAR MAY BE USED. BE SURE TO
REMOVED RE -BAR WHEN WATTLES ARE REMOVED.
3. ABUT ADJACENT ROLL TIGHTLY END TO END (DO NOT
OVERLAP).
4. DO NOT CRUSH WATTLE WHILE STAKING.
5. REPLACE WATTLE ONCE SATURATED WITH SEDIMENT.
CLASS A OR B
EROSION CONTROL STONE
12" WASHED STONE
FLOW
PLAN
P�
STAKES REQUIRED
Wattle length Stakes required
ft. for each wattle
25
a
20
6
12
4
WATTLE SPACING
Slope
pacing
ft.
1:4 of Hatt
40
1:3
30
1:2
20
1:1
10
U�1"X1" Wood stake
WATTSTAKING DETAIL
NOTE : DETAIL OBTAINED BY
INTERNET U.S.D.O.T.
SEDIMENT WATTLE DETAIL
FILTER FABRIC' SECTION A- A
FACE VIEW
STONE CHECK DAM:
UPDATED MARCH, 2017
NOT TO SCALE
24" MAX.
AT CENTER
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER
FROM CUTTING AROUND THE DAM. L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES.
- KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM.
- KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
THE OUTER EDGES AT NATURAL GROUND ELEVATION.
- KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION
CAUSED BY CHECK DAMS.
RIP RAP CHECK DAM
UPDATED MARCH, 2017
NOT TO SCALE
1. THE CONTRACTOR SHALL MINIMIZE CLEARING WITHIN WETLANDS AND ACROSS
STREAMS TO THE GREATEST EXTENT PRACTICABLE AND SHALL NOT EXCEED
50' WIDE FOR GAS UTILITY LINES AND 40' WIDE FOR ALL OTHER UTILITY
LINES. EXCEPTIONS TO THIS CONDITION WILL REQUIRE WRITTEN APPROVAL
FROM THE PROJECT ENGINEER. FOR CONSTRUCTION CORRIDORS IN
WETLANDS AND ACROSS STREAM CHANNELS, STUMPS SHALL BE GRUBBED
ONLY AS NEEDED TO INSTALL THE UTILITY AND REMAINING STUMPS SHALL
BE CUT OFF AT GRADE LEVEL. THE GENERAL STRIPPING OF TOPSOIL WITHIN
WETLANDS ALONG THE CONSTRUCTION CORRIDOR IS NOT PERMITTED.
2. PERMANENT MAINTAINED ACCESS CORRIDORS IN WETLANDS AND ACROSS
STREAM CHANNELS SHALL BE RESTRICTED TO THE MINIMUM WIDTH
PRACTICABLE AND SHALL NOT EXCEED 30' WIDE FOR GAS UTILITY LINES
AND 20' WIDE FOR ALL OTHER UTILITY LINES EXCEPT AT MANHOLE
LOCATIONS. 15' X 15' PERPENDICULAR VEHICLE TURN-AROUNDS ARE
ALLOWED IN ACCESS CORRIDORS BUT MUST BE SPACED AT LEAST 500'
APART. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM
THE PROJECT ENGINEER.
3. THE CONTRACTOR SHALL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND
CONTOURS. ANY EXCESS MATERIAL SHALL BE REMOVED TO A HIGH GROUND
DISPOSAL AREA. THE MIXING OF TOPSOIL AND SUBSOILS WITHIN WETLANDS
ALONG UTILITY CORRIDORS SHALL BE MINIMIZED TO THE GREATEST EXTENT
PRACTICABLE DURING EXCAVATION. THE SOILS SHALL BE PLACED ON FABRIC
TO MINIMIZE IMPACTS WHENEVER POSSIBLE. TOPSOIL EXCAVATED FROM
UTILITY TRENCHES SHALL BE PILED SEPARATELY FROM SUBSOILS AND
BACKFILLED INTO THE TRENCH ONLY AFTER THE SUBSOILS HAVE BEEN
PLACED AND COMPACTED.
4. NO WASTE, SPOIL, SOLIDS, OR FILL OF ANY KIND CAN OCCUR IN WETLANDS
OR WATERS BEYOND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING
TEMPORARY IMPACTS) OR BEYOND THE PERMITTED THRESHOLDS WITHOUT
WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER. NO REMOVAL OF
VEGETATION OR OTHER IMPACTS OF ANY KIND CAN OCCUR TO STATE
REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF IMPACTS
APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS LISTED AS AN
EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
5. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED ON ALL
CONSTRUCTION SITES, BORROW SITES, AND WASTE PILE (SPOIL) SITES,
INCLUDING CONTRACTOR OWNED OR LEASED BORROW PITS ASSOCIATED WITH
THE PROJECT. SUFFICIENT MATERIALS REQUIRED FOR STABILIZATION AND/OR
REPAIR OF EROSION CONTROL MEASURES AND STORMWATER ROUTING AND
TREATMENT SHALL BE ON -SITE AT ALL TIMES.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN
WETLANDS OR WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY OR
PERMANENT IMPACTS AUTHORIZED UNDER THE PERMITS. EXCEPTIONS TO
THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT ENGINEER.
7. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR
PLASTIC TWINE SHALL NOT BE USED ALONG STREAMBANKS OR WITHIN
WETLANDS. EXCEPTIONS TO THIS CONDITION REQUIRE WRITTEN APPROVAL
FROM THE PROJECT ENGINEER.
8. AN NPDES CONSTRUCTION STORMWATER PERMIT (NCGO10000) IS REQUIRED
FOR CONSTRUCTION PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. THE NCGO10000 PERMIT ALLOWS STORMWATER TO BE DISCHARGED
DURING LAND DISTURBING CONSTRUCTION ACTIVITIES AS STIPULATED IN THE
CONDITIONS OF THE PERMIT. IF THE PROJECT IS COVERED BY THE PERMITS,
FULL COMPLIANCE WITH PERMIT CONDITIONS INCLUDING THE EROSION AND
SEDIMENTATION CONTROL PLAN, INSPECTIONS AND MAINTENANCE,
SELF -MONITORING, RECORD KEEPING AND REPORTING REQUIREMENTS IS
REQUIRED.
9. ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED SO THAT
THE FLOWING STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED
AREA. APPROVED BEST MANAGEMENT PRACTICES FROM THE MOST CURRENT
VERSION OF THE NC SEDIMENT AND EROSION CONTROL MANUAL, OR THE NC
REGULATION SIZED MAILBOX
PAINTED, STENCII
SELF-ADHESIVE
(MIN. 3" HEIGHT)
METAL STRAP (2 REQUIRED)
ATTACH TO PROJECT SIGN POST
'AINTED, STENCILED OR
;ELF -ADHESIVE LETTERS
MIN. 3" HEIGHT)
PROJECT
SIGN POST
(SEE DETAIL)
PERMIT BOX, MINIMUM SIZE
21"x27"x4" (DOC-BOX® OR
APPROVED EQUAL)
PAINTED, STENCILED OR
SELF-ADHESIVE LETTERS -
(MIN. 3" HEIGHT)
I POST
THREADED WATERTIGHT
CAP
- 8"0 PVC
SOLID CAP GLUED IN
PLACE
DETAIL
DOC - BOX°
D.E.Q.
WARNING
LOT I JOB
D.E.Q. SELF -INSPECTION REPORT BOX
UPDATED MARCH, 2017
NOT TO SCALE
DOT CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL, SUCH AS
SANDBAGS, ROCK BERMS, COFFERDAMS, AND OTHER DIVERSION STRUCTURES
SHALL BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER. EXCEPTIONS
TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
10. CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL
STREAM PROFILES ARE NOT ALTERED AND ALLOW FOR AQUATIC LIFE
MOVEMENT DURING LOW FLOWS. THE DIMENSION, PATTERN, AND PROFILE OF
THE STREAM ABOVE AND BELOW A PIPE OR CULVERT SHALL NOT BE
MODIFIED BY WIDENING THE STREAM CHANNEL OR BY REDUCING THE DEPTH
OF THE STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY.
11. APPLICATION OF FERTILIZER TO ESTABLISH PLANTED SEEDED VEGETATION
WITHIN DISTURBED RIPARIAN AREAS SHALL COMPLY WITH ALL OTHER
FEDERAL, STATE AND LOCAL REGULATIONS. FERTILIZER APPLICATION SHALL
BE ACCOMPLISHED IN A MANNER THAT MINIMIZES THE RISK OF CONTACT
BETWEEN THE FERTILIZER AND SURFACE WATERS.
12. IF CONCRETE IS USED DURING CONSTRUCTION, THEN ALL NECESSARY
MEASURES SHALL BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN
UNCURED OR CURING CONCRETE AND WATERS OF THE US. WATER THAT
INADVERTENTLY CONTACTS UNCURED CONCRETE SHALL NOT BE DISCHARGED
TO WATERS OF THE US.
13. ALL PROPOSED AND APPROVED TEMPORARY FILL AND CULVERTS SHALL BE
REMOVED AND THE IMPACTED AREA RETURNED TO NATURAL CONDITIONS
WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER
NECESSARY. THE IMPACTED AREAS SHALL BE RETURNED TO ORIGINAL
GRADE, INCLUDING EACH STREAM'S ORIGINAL CROSS SECTIONAL DIMENSIONS,
PLANFORM PATTERN, AND LONGITUDINAL BED PROFILE. ALL TEMPORARY
IMPACTS SHALL BE RESTORED AND STABILIZED WITH NATIVE VEGETATION.
14. ALL PROPOSED AND APPROVED TEMPORARY PIPES/CULVERTS/RIP-RAP
PADS ETC. IN STREAMS SHALL BE INSTALLED AS OUTLINED IN THE MOST
RECENT EDITION OF THE NC SEDIMENT AND EROSION CONTROL PLANNING
AND DESIGN MANUAL OR THE NCDOT BEST MANAGEMENT PRACTICES FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES SO AS NOT TO RESTRICT
STREAM FLOW OR CAUSE DIS-EQUILIBRIUM DURING USE OF THIS
CERTIFICATION.
15. ANY RIP -RAP REQUIRED FOR PROPER CULVERT PLACEMENT, STREAM
STABILIZATION, OR RESTORATION OF TEMPORARILY DISTURBED AREAS SHALL
BE RESTRICTED TO THE AREA DIRECTLY IMPACTED BY THE APPROVED
CONSTRUCTION ACTIVITY. ALL RIP -RAP SHALL BE PLACED SUCH THAT THE
ORIGINAL STREAM ELEVATION AND STREAM BANK CONTOURS ARE RESTORED
AND MAINTAINED, NOT RESULT IN THE DE -STABILIZATION OF STREAM BED
OR BANKS UPSTREAM OR DOWNSTREAM OF THE AREA, AND NOT RESTRICT
AQUATIC LIFE PASSAGE.
16. ANY RIP -RAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE
OF SIZE AND DENSITY TO PREVENT MOVEMENT BY WAVE, CURRENT, OR
STREAM FLOWS, AND WILL CONSIST OF CLEAN ROCK OR MASONRY MATERIAL.
RIP -RAP SHALL NOT BE INSTALLED IN THE STREAMBED EXCEPT IN SPECIFIC
AREAS REQUIRED FOR VELOCITY CONTROL AND TO ENSURE STRUCTURAL
INTEGRITY OF BANK STABILIZATION MEASURES.
17. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE
INSPECTED, FUELED, LUBRICATED, AND MAINTAINED REGULARLY AND
MAINTENANCE PERFORMED IN A MANNER TO PREVENT CONTAMINATION OF
STREAM WATER FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER
TOXIC MATERIALS.
18. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR
OTHER MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
19. THE CONTRACTOR OR OTHER RESPONSIBLE ENTITY SHALL REPORT ANY
PETROLEUM SPILL OF 25 GALLONS OR MORE; ANY SPILL REGARDLESS OF
AMOUNT THAT CAUSES A SHEEN ON SURFACE WATERS; ANY PETROLEUM
SPILL REGARDLESS OF SIZE THAT OCCURS WITHIN 100-FEET OF SURFACE
WATER; AND ANY PETROLEUM SPILL LESS THAN 25 GALLONS THAT CANNOT
BE CLEANED UP WITHIN 24 HOURS.
C I I
SHEET
AS NOTED
FINAL DRAWING
HOLLYBROOK PARK
5400 Trinity Road _ e�AL ��.� _ FOR REVIEW DETAILS
® Suite 107 - = PURPOSES ONLY
Raleigh, NC27607 : 041598 _ OFFICE MANAGER DESIGNER
NOT RELEASED D. CHAPMAN K. DURRANT
C=508
919.378.9111 � ����'�
���I tiG
NC Firm License #_ /,tiFw.D pE�\\`� TOWN OF WENDELL
FOR
//�j1�CONSTRUCTION 1 1/19/2023 COB REVISED PER NCDEQ EC COMMENTS WAKE COUNTYNORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
m cg i I lassociates. com ,
NO. DATE BY DESCRIPTION M. NORRIS M. GETTING FEBRUARY 2023 21.01721

5
1 1 /4
ELEVATION
CONCRETE ANCHOR
BOLTS (4) IN NON —
ROADWAY LOCATIONS
BITUMINOUS GASKET -
(BOLT DOWN ONLY)
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o
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t
U
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w
a RUBBER
a BOOT W/
S.S. CLAM
c
I
END
2'-10" DIA. STANDARD STORM DRAINAGE TOP AS NOTED ON
DRAWINGS (SEE SD2_CATCH BASIN TOP FOR DETAILS)
2'-0" DIA. FLAT STR)
CONNECT[
�ONNMANHO ES SET IN ROADS —SHRINK GROUT WITHIN "
12" MAX.
CONSTRUCT CONCRETE BRICK RISERS AS
NECESSARY TO BRING TOP OF RIM AND COVER
C*4 Q TO GRADE OR USE PRECAST CONCRETE RINGS.
GROUT ALL JOINTS AND PLASTER INSIDE AND
OUTSIDE OF RISERS MINIMUM 1/2" THICK.
U
U d
ECCENTRIC CONE SECTION MAY VARY IN
C° VERTICAL HEIGHT WITH SUPPLIER BUT
SHALL BE 2'-8" MIN. AND 4'-0" MAX.
LIFTING HOLES SHALL BE FILLED
AND PLASTERED ON BOTH EXTERIOR
AND INTERIOR WALLS WITH MORTAR.
WIDTH VARIES
STEPS FULL DEPTH OF
MANHOLE TO BE
INSTALLED IN VERTICAL
ALIGNMENT ON STRAIGHT1.
SIDE OF MANHOLE. (USE
STANDARD STEPS AS 5"
SHOWN THIS SHEET.)
EXTEND PIPE
MIN. 1-1/2"
INTO MANHOLE
oo
WATERTIGHT SEAL WITH APPROVED
a. MATERIAL WATERTIGHT SEAL WITH
9•
APPROVED MATERIAL
RUBBER BOOT WITH
STAINLESS STEEL CLAMP
MANHOLE BASE SHALL BASE FOUNDATION TO BE CONSTRUCTED LEVEL
BE PRECAST. WITH EXISTING MATERIAL OR CONDITIONED WITH
STONE AS REQUIRED BY SPECIFICATIONS
ELEVATION VIEW
PRECAST MANHOLE NOTES:
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION
AND ASTM C-890.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE STRUCTURE AND,
WHEN REQUESTED BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS WHICH
HAVE BEEN SIGNED AND SEALED BY A REGISTERED STRUCTURAL ENGINEER.
4. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
5. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
6. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
PRECAST CONCRETE MANHOLE
5/
3/4"
4'-0" VERTICAL PRECAST MANHOLE
COMPONENTS MAY VARY IN VERTICAL
HEIGHT WITH SUPPLIER BUT SHALL BE
1'-4" MIN. AND 4'-0" MAX.
ALL JOINTS BETWEEN PRECAST SECTIONS
SHALL BE SEALED WITH A DOUBLE ROW
OF AN APPROVED BITUMINOUS SEALANT
OR GASKET. INTERIOR JOINTS PLASTERED
WITH MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
PIPES. FORM TO MATCH 2/3 DIAMETER
OF OUTLET PIPE. SEE INVERT DETAIL
RUBBER BOOT
W/ S.S. CLAMP
A.'-n" RAIN
PRECAST BASE
EXTEND PIPE
MIN. 1-1/2"
INTO MANHOLE
SECTION
.°
RUBBER BOOT
SMOOTH FLOW
<.
W/ S.S. CLAMP
INVERT 2/3
PIPE DIAMETER
4" MIN.
1 /4" m
a:
/4"
SECTION A -A
1 /4" ALL PIPES SET SO THAT CENTERLINE
A�OF PIPE IS RADIAL TO MANHOLE
CENTER.
SIDE ELEVATION
POLYPROPYLENE
PLASTIC
#4 DEFORMED
STEEL ROD
SECTION A -A
CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
FOR THE USE OF SAID STEPS.
MANHOLE STEPS
EXTEND PIPE MIN.
1-1/2" INTO MANHOLE
A
FLOW
HORIZONTAL AND VERTICAL LOCATION
FOR MANHOLE AS SHOWN ON PLANS
IS FOR CENTERLINE OF MANHOLE AND
ALL INTERSECTING PIPES.
CONSTRUCT SMOOTH
FLOW INVERT
PLAN
1 /2" MIN.
A
FLOW
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH —BUILD, EPDXY
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
MANHOLE INVERTS
PRECAST CONCRETE MANHOLE
UPDATED MARCH, 2017
NOT TO SCALE
STRAP
BOLT
PARTIAL PLAN
12" THRU 24"
ALUMINUM DIMENSIONS
PIPE
DIA.
THICKNESS
A
B
H
L
W
12"
0.060
6"
6"
6"
21 "
24"
15"
0.060
7"
8"
6"
26"
30"
18"
0.060
8"
10"
6"
31 "
36"
24"
0.075
10"
13"
6"
41 "
48"
30"
0.075
12"
16"
8"
51"
60"
36"
0.105
14"
19"
9"
60"
72"
42"
0.105
16"
22"
11 "
69"
84"
48"
0.105
18"
27"
12"
78"
90"
STEEL DIMENSIONS
PIPE
DIA.
THICKNESS
A
B
H
L
W
12"
0.064
6"
6"
6"
21 "
24"
15"
0.064
7"
8"
6"
26"
30"
18"
0.064
8"
10"
6"
31 "
36"
24"
0.064
10"
13"
6"
41 "
48"
30"
0.079
12"
16"
8"
51"
60"
36"
0.079
14"
19"
9"
60"
72"
42"
0.109
16"
22"
11"
69"
84"
48"
0.109
18"
27"
12"
78"
90"
2'-6" CURB
AND GUTTER
SEALED CONSTRUCTION JOINT
5' WIDE CONCRETE
SIDEWALK (WHERE
SHOWN ON PLAN)
2% CROSS SLOPE
END OF f
THREADE1
ROD
.L
PIPE TO WHI_"
END SECTIOIN
IS ATTACHE[
THREADED
ROD
PARTIAL PLAN
30" AND 36"
GALVANIZED S
R ALUMINUM
ROLLED ED
ELEVATION
UGGER JOINT
ONNECTOR
EE NOTE FOR
DINING END
ECTI ON
PARTIAL PLAN
42" AND 48"
B
I— A -I— -j— A -1
LAN
J
NOTES:
1. CORRUGATED STEEL AND CORRUGATED ALUMINUM ALLOY FLARED END SECTION SHALL MEET THE
REQUIREMENTS OF THIS DETAIL SHEET OR AN EQUIVALENT DESIGN APPROVED BY THE ENGINEER.
2. THE SKIRT SECTION OF THE FLARED END SECTION FOR 12" THROUGH 24" PIPE SHALL BE JOINED BY
RIVETING, BOLTING, WELDING OR WITH ROD AND LUG BAND CONNECTOR.
3. THE SKIRT SECTION OF THE FLARED END SECTION FOR 30" AND 36" PIPE SHALL BE JOINED BY
RIVETING, BOLTING, WELDING OR WITH THREADED ROD CONNECTOR.
4. THE SKIRT SECTION OF THE FLARED END SECTION FOR 42" AND 48" PIPE SHALL BE JOINED BY
RIVETING, BOLTING, OR WELDING WITH A HUGGER JOINT CONNECTOR.
5. CORRUGATED STEEL FLARED END SECTION — THE ENTIRE ASSEMBLY SHALL BE FABRICATED FROM
GALVANIZED STEEL MEETING THE SAME REQUIREMENTS AS THE PIPE MATERIALS. WHERE THE FLARED
END SECTION IS TO BE CONNECTED TO BITUMINOUS COATED PIPE, THE BITUMINOUS COATING ON THE
PIPE PORTION OF THE FLARED END SECTION SHALL MEET THE SAME COATING REQUIREMENTS AS THE
PIPE TO WHICH IT IS CONNECTED.
6. CORRUGATED ALUMINUM ALLOY FLARED END SECTIONS — THE ENTIRE ASSEMBLY SHALL BE FABRICATED
OF THE SAME MATERIAL REQUIRED FOR THE PIPE.
7. FLARED END SECTIONS ARE NORMALLY USED ON PIPE WITH SKEW ANGLES BETWEEN 75' AND 105'.
3" S9.5C ASPHALT SURFACE
COURSE (2 LIFTS 1.5' )
3" 119.00 ASPHALT
INTERMEDIATE COURSE
5" B25.00 BASE COURSE
2'—O" SUBGRADE
COMPACTED 100% OF
STANDARD PROCTOR IN 6"
LIFTS
OR VARIABLE DEPTH FILL
AREAS IF NEEDED —100%
TP IN 8" LIFTS
ORIGINAL GROUND
N '�§� 'g AFTER CLEARING
AND GRUBBING
FULL DEPTH PAVING SECTION
METAL FLARED END SECTION
UPDATED MARCH, 2017
NOT TO SCALE
EXISTING
PAVEMENT
CENTERLINE
VARIABLE DEPTH MILL
(0"-1.5") AND OVERLAY W/
S9.5C ASPHALT IN 1.5"-2"
LIFTS TO DEVELOP PROPOSED
CROSS SLOPES.
NCDOT ROAD WIDENING
3 UPDATED MARCH, 2017
NOT TO SCALE
MILL 1.5" AND OVERLAY W/
S9.5C ASPHALT SURFACE
EX. 10' WESTBOUND
TRAFFIC LANE
MAINTAIN EXIST.
CROSS SLOPE
/W — 20'
EXISTING ASPHALT PAVEMENT
(UNKNOWN DEPTH)
NOTES:
1. REFER TO SPOT ELEVATIONS AND CROSS SECTIONS FOR CROSS
SLOPE INFORMATION THROUGH SUPERELEVATED CURVE
CI I
FINAL DRAWING AS NOTED
SHEET
HOLLYBROOK PARK e
5400 Trinity Road _ �AL F. _ = FOR REVIEW DETAILS
Fri® Suite 107 - PURPOSES ONLY
Raleigh, NC27607 = 041598 _ TOWN OF WENDELLOFFICE MANAGER DESIGNER
. NOT RELEASED D. CHAPMAN K. DURRANT
919.378.9111 %� �� �;����'—
�� tiG I N E �� C=509
Icg I NC Firm License # C-0459 �,tiFw p pE�� FOR
vi � �/L
�IIa�2� CONSTRUCTION WAKE COUNTY, NORTH CAROLINA PROJECT MANAGER REVIEWER DATE PROJECT# FUNDING#
m cg i I lassociates. com
NO. DATE BY DESCRIPTION M. NORRIS M. GETTING FEBRUARY 2023 21.01721
Q
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90

TEMPORARY BYPASS NOTES
TOP OF SLOPE
PROPOSED SILT
FENCE
PROPOSED TEMPORARY
PUMP AROUND
PROPOSED PIPE
ENERGY DISSIPATOR
18" THICK
CLASS B STONE
PROPOSED SILT
FENCE
FOUNDATION STONE FOR UNDERC
EXCAVATION ONLY AS DIRECTE[
BY THE ENGINEER
PIPE BEDDING SHAPE
WITH A TEMPLATE 1
FIT BOTTOM OF AR(
PIF
FOUNDATION ST
UNDERCUT EXCA
6" DEPTH INCF
ONLY AS DIR
BY HE E G
BID ITEM
Q1 GEOTEX. - . ,....... ,.. .. ,.. ,...
OF UNDERCUT EXCAVATION ONLY
T
ENGINEER (BID ITEM #3)
0
TOP OF BANK
EXISTING STREAM
WORK AREA
IMPERVIOUS DIKE
TO BE INSTALLED
IN CHANNEL
1. Install all erosion control measures
as shown on Erosion Control Plan and
in this detail.
2. Construct impervious dike
(recommend sand bags or other easily
removable material) on upstream side
of existing channel and install
temporary bypass pump to divert water
around construction area. All material
must be completely removed following
construction.
3. Construct impervious dike
(recommend sand bags or other easily
removable material) on downstream side
of existing channel to prevent backing
up of stream water into the
construction area.
4. Dewater the construction area using
another temporary pump and discharge
water into a dewatering basin or
sediment bag until sediment has settled
and water can be discharged back into
stream. Dewatering basin must be
outside of any restricted buffer areas,
use wattles instead of earth berm if
reasonable.
5. Begin construction of cross —culvert.
Contractor shall inspect system daily
before beginning any construction. No
construction shall continue if system is
not fully operational.
6. Any wash material removed from
bypass area should be stoned outside
the flood zone or regulated buffer area
until construction is complete.
7. Upon completion of culvert
construction, remove bypass system
within (2) two calendar days.
8. Stabilize all areas disturbed during
construction. Stream bed and banks
must be returned to pre —construction
conditions.
9. Contractor shall receive prior
approval from engineer if choosing to
use another method in lieu of bypass
channel.
PUMP INSTALL E THEN BERM TO PROTECT
STREAM IF DEVICE WERE TO FAIL
DEWATERING DEVI
GRAVITY —BASED
GEOTEXTILE ALT BAG
PLACED ON NO. 57 STONE
PAD
IMPERVIOUS
DIKE — SAND
BAGS 3' HEIG
PROPOSED SILT
FENCE
M TEMPORARY STREAM BYPASS
77 UPDATED MARCH, 2017
NOT TO SCALE
ARCH PIPE
CMP PIPE INSTALLATION
NOT TO SCALE
NOTES
1. STRUCTURAL BACKFILL SHALL BE COMPACTED #67 STONE OR COMPACTED
NATIVE SOILS, NOT CONTAINING FROZEN LUMPS AND MEETING THE
REQUIREMENTS OF SOIL GROUPS GW, GP, GM, SW, AND SP AS DESCRIBED
IN ASTM METHOD D2487. STRUCTURAL BACKFILL SHALL BE PLACED IN
LEVEL 6" LAYERS AND COMPACTED TO 95% STD. PROCTOR EQUALLY ON
BOTH SIDES OF THE PIPE.
2. CRITICAL STRUCTURAL BACKFILL SHALL CONSIST OF COMPACTED NCDOT
#67 STONE.
3. BEDDING SHALL CONSIST OF NCDOT #67 STONE OR APPROVED EQUAL
4. FOUNDATION STONE SHALL CONSIST OF NCDOT #57 OR #67 STONE.
CI I
5400 Trinity Road .
rim® Suite 107 _ S E A L F
Raleigh, INC 27607 041 598
919.378.9111
Mcg �9� /PG I N EF ����
INC Firm License #_ '�,tiFw D of `�,
mcgillassociates.com ��131� 2<
)N
rH
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
LONG—TERM FULLY BIODEGRADABLE
DOUBLE COCONUT BLANKET MATTING
SEEDED WITH NATIVE NC RIPARIAN
SEED MIX.
NORMAL WATER SURFACE
ELEVATION
v
SECTION VIEW
NOTES:
1. ALL DISTURBED STREAM BED AND BANKS TO BE RETURNED TO ORIGINAL CONTOURS AND
ELEVATIONS.
2. DISTURBED STREAM BEDS TO BE BACKFILLED USING ORIGINAL MATERIAL.
3. DISTURBED STREAM BANKS TO BE STABILIZED WITH COIR MATTING AND NATIVE SEEDING.
4. INSTALL FULLY BIODEGRADEABLE COIR MATTING (NO BACKING) ON ALL DISTURBED AREAS
OF CREEK SIDE SLOPES, OVERLAP MATTING MIN. OF 2' TO ADJACENT NON —DISTURBED
AREAS. DO NOT MAT CREEK BOTTOM.
STREAM BANK STABILIZATION
NOT TO SCALE
NATIVE PLANT SEEDING MIX FOR STREAMBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF
NATIVE GRASSES, NATIVE WETLAND GRASSES, PLANTS AND TREES. NATIVE
PLANT MIX SHALL INCLUDE THE FOLLOWIING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS
(SORGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM).
15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE)
25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM)
25 LBS/ACRE EACH
WETLAND GRASSES - HOP SEDGE (CARER LUPULINA), BLUNT BROOM SEDGE
(CAREX SCOPARIA), FOX SEDGE (CAREX VULPINOIDEA), DEERTONGE (PANICUM
CLANDESTINUM), EASTERN BUR REED (SPARGANIUM AMERICANUM), SOFT RUSH
(JUNCUS EFFUSUS).
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA),
HAZEL ALDER (ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR
RIVER BANK.
MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND
COVER IS ESTABLISHED.
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES, LAND QUALITY SECTION.
REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
NO. 1 DATE I BY
DESCRIPTION
STONE RIP -
RAP ON FILTER F
UPSTREAM C
TOE WALL
HOLLYBROOK PARK
TOWN OF WENDELL
WAKE COUNTY, NORTH CAROLINA
JE RIP-
1LTER FABRIC
OF SLOPE
PLANS
(BOTH WAYS) ON 18" CENTERS
UP -STREAM CROSS
STONE RIP —RAP TO
.._....._. ..... _...._
EARTH
AS NOTED
OFFICE MANAGER
D.CHAPMAN
PROJECT MANAGER
M. NORRIS
SECTION
pRn�ii f=
CONCRETE TOE WALL
NOT TO SCALE
NOTES:
1. TOE WALLS SHALL BE CONSTRUCTED WITH 3000 PSI
CONCRETE.
2. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED
3/4".
3. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED
BILLET STEEL BARS CONFORMING TO AASHTO M 31.
THE MINIMUM CONCRETE COVER TO THE FACE OF ANY
BAR IS 2 INCHES.
4. THE MINIMUM TOE WALL DEPTH SHOWN MAY BE
REDUCED IN SOLID ROCK, PROVIDED THE WALL IS
KEYED INTO THE ROCK AT LEAST 12 INCHES.
5. ANCHOR BOLTS SHALL BE 3/4" GALVANIZED BOLTS AT
LEAST 12 INCHES LONG AND HAVING AT LEAST
2-1/2" OF THREAD. ANCHOR BOLTS SHALL CONFORM
TO ASTM A307-04 AND BE GALVANIZED IN
ACCORDANCE WITH ASTM A153.
6. EPDXY SHALL BE HILTI HY-200 OR EQUAL AS
APPROVED BY ENGINEER.
DESIGNER
K. DURRANT
REVIEWER
M. OETTING
3/4" FLAT
WASHER
NZ
i�
N
z
r
a4
� a a
CHOR BOLT
DETAILS
2-3/4"
NUTS
DATE PROJECT # FUNDING #
FEBRUARY 2023 21.01721
SHEET
C=51 0

APPENDIX 3
NCHPO HPOWEB Map

NCHPO HPOWEB MAP
"Cheri C,
WAKE
S H0FjYbF()0k fRd
2/1/2023, 8:52:05AM 1:9,028
0 0.05 0.1 0.2 mi
LimitsofDisturbancePoly 0 Counties (outline)
0 0.1 0.2 0.4 km
Surveyed Only individual resources & centerpoints Town of Cary, Johnston County, State of North Carolina DOT, Esri, HERE,
Garmin, INCREMENT P, Intermap, NGA, USGS
Surveyed Only Gone
, North Carolina State Historic Preservation Office
Town of Cary, Johnston County, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS I NC OneMap, NC Center for Geographic Information and Analysis, NC 911 Board I NC Center for Geographic Information and Analysis

APPENDIX 4
Riparian Buffer Map

Buffer Impacts
Table
Zone 1 - 1,489 .
Impacts SF
are
OaCe�Ce
Zone 2 - 3,331
Impacts SF
r
T
Ii
ere A
mom
WAt—Ins—et-1
'9q I riparian nurrer cone c -,du
yy .
Legend �� h
Limits ofr
Disturbance
Wetland Limits
Stream Limits
Riparian Buffer Zone 1 - 30' ' Y
Riparian Buffer -
Zone 1 - 30'`
Riparian Buffers
Zone 2 - 20' .
id
Zone 1 -Impacts S Hollybrook Road
e a
Zone 2 -Impacts maim
`e71
,�e
ProUA60L�- Inset 1
DATE PROJECT # FIGURE
2/6/2023 21.01721 HOLLYBROOK PARK 110 0 55 110 220
1240 19th Street Lane NW OFFICE MANAGER DESIGNER
me 'II Hickory, NC28601 DC AL RIPARIAN BUFFER MAP 1
828.328.2024 TOWN OF WENDELL GRAPHIC SCALE DIVISIONVALUE = 110FEET
NC Firm License # C-0459 PROJECT MANAGER REVIEWER
mc9illassociates.com MN is WAKE COUNTY, NORTH CAROLINA

APPENDIX 5
IPAC Consultation Package/NCNHP Database Search

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2023-0035563
Project Name: Hollybrook Park Property
January 19, 2023
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). If your project area
contains suitable habitat for any of the federally -listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species' presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

01/19/2023
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project -related stressors or minimize the exposure of birds and
their resources to the project -related stressors. For more information on avian stressors and
recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/
executive-orders/e0-13186. php.

01/19/2023
3
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
• Official Species List
• Migratory Birds

01/19/2023
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

01/19/2023
Project Summary
Project Code: 2023-0035563
Project Name: Hollybrook Park Property
Project Type: New Constr - Above Ground
Project Description: Wendell, NC proposed park site
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www. google.com/maps/(a)35.764649899999995,-78.36486242821923,14z
Counties: Wake County, North Carolina

01/19/2023 3
Endangered Species Act Species
There is a total of 10 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Tricolored Bat Perimyotis subflavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile: https:Hecos.fws.gov/ecp/species/10515
NAME STATUS
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/7614
Amphibians
NA MF STATUS
Neuse River Waterdog Necturus lewisi Threatened
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/6772
Fishes
NAME
STATUS
Carolina Madtom Noturus furiosus Endangered
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/528

01/19/2023
4
Clams
NAME
STATUS
Atlantic Pigtoe Fusconaia masoni
Threatened
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/5164
Dwarf Wedgemussel Alasmidonta heterodon
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/784
Tar River Spinymussel Parvaspina steinstansana
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1392
Yellow Lance Elliptio lanceolata
Threatened
There is final critical habitat for this species. Your location does not overlap the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/4511
Insects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9743
Flowering Plants
NAME STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

01/19/2023
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treat. Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention Jul 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
Chimney Swift Chaetura pelagica Breeds Mar 15
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA t0 Aug 25
and Alaska.
Prairie Warbler Dendroica discolor Breeds May 1
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Jul 31
and Alaska.

01/19/2023
BREEDING
NAME SEASON
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions elsewhere
(BCRs) in the continental USA
Wood Thrush Hylocichla mustelina Breeds May 10
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA to Aug 31
and Alaska.
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.

01/19/2023 3
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Non -BCC No im im i��"��� III 1111 rt+ —1111111111111111
Vulnerable
Chimney Swift
BCC Rangewide —+++ ++++ + Jilliiii
lim-07' -- —'-- —++— ----
(CON)
Prairie Warbler
BCC Rangewide +++ ++++ ++�+ ++"'= J"""'l +-- —V —+-- —++—
(CON)
1111!11 IIII ����
Prothonotary
Warbler —++—
BCC Rangewide
(CON)
Red-headed W odpeker ��� ���� 11111111 IF—
+++ ++++ ++—+ +—+ + +-- —++—
BCC Rangewide
(CON)
Rusty Blackbird —+++ ++++ +'—+ ++—+ ++—+ ++++ ++-- —+-- —+-- —+-- —++—
BCC-BCR

01/19/2023 4
Wood Thrush —+++ ++++ ++—+ ++—"+—+ ++++'4 - -+-- -+-- -+-- -++-
BCC Rangewide
(CON)
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library
collections/avoidinv--and-minimizinp--incidental-take-mip-ratorv-birds
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.Ddf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, bandim
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?

01/19/2023 5
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.

01/19/2023 6
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

01/19/2023
IPaC User Contact Information
Agency: McGill Associates, P.A.
Name: Alex Lowdermilk
Address: 1240 19th Street Lane NW
City: Hickory
State: NC
Zip: 28601
Email [e-mail]
Phone: [phone]

Roy Cooper, Governor
0■0■0 INC DEPARTMENT OF
■■0■o NATURAL AND CULTURAL RESOURCES
■ ■■■
January 19, 2023
Alex Lowdermilk
McGill Associates, P.A.
1240 19th Street Lane NW
Hickory, NC 28601
RE. Hollybrook Park Project, 21.01721
Dear Alex Lowdermilk:
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-20579
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here.
httl2s //www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPAR71MENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 918.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Hollybrook Park Project
Project No. 21.01721
January 19, 2023
NCNHDE-20579
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID 1[cientific Name Common Name
Group
Observation
Date dhM
Dragonfly or
32043 Coryphaeschna ingens Regal Darner 2004-Pre
Damselfly
Dragonfly or
33753 Somatochlora Coppery Emerald 2004-Pre
Damselfly
georgiana
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Nam Owner
Town of Wendell Open Space Town of Wendell
Town of Wendell Open Space Town of Wendell
Element
Accuracy
Federal State
Occurrence
Status Status
Rank
I
M i
H?
5-Very
--- Significantly
Low
Ra re
H?
5-Very
--- Significantly
Low
Ra re
Owner Type
Local Government
Local Government
Global State
Rank Rank
M
G5 S2?
G3G4 S1?
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/helr). Data query generated on January 19, 2023; source: NCNHP, Q3, October 2022.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

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contributors, and the GIS User in,
Page 3 of 3

APPENDIX 6
Preliminary Jurisdictional Determination (PJD)

rA Shaping Communities Together
meJ ill
February 1, 2023
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
RE: Hollybrook Park
Jurisdictional Determination
Wake County, North Carolina
To Whom It May Concern:
This letter is to request confirmation of a Preliminary Jurisdictional Determination on the
referenced site. The request is based on data, site observations, and a site visit on
January 25, 2023. We are requesting confirmation of the jurisdictional limits of S1 (UT-1
To Buffalo Creek) and Wetland A on the attached Delineation Map. Included in this letter
are the following:
• Agent Authorization Form
• PJD Request Forms
• Location Map
• USGS Topographic Map
• Delineation Map
• Soils Map
• Photo Sheets
• Stream ID Sheet
• Wetland Data Sheets
Please include McGill Associates on the copy list of all correspondence for this project.
If you have any questions regarding this information, please contact me at 828-328-2024.
Sincerely,
MCGILL ASSOCIATES, PA
ALEX LOWDERMILK
Environmental Services Technician / Environmental Services
P:\2021\21.01721-WendellNC-Hollybrook Park Property
MCGILL ASSOCIATES 1240 19`h STREET LANE NW. HICKORY. NC 28601 / 828.328.2024 / MCGILLASSOCIATES.COM

10
� � I Shaping Communities Together
mc
J
AGENT AUTHORIZATION FORM
PROJECT NAME: Holl brook Park
PROPERTY LEGAL DESCRIPTION: DB: 018131 PG: 00285
PIN: 1783837861
STREET ADDRESS: 1217 S Holl brook Road Wendell North Carolina 27591
Property Owner / Representative: Town of Wendell / Marvin E. Collins
(If Representative) Title: Town Manager
The undersigned do hereby authorize:
Alex Lowdermilk of McGill Associates P.A.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
Representative's Address (if different than property above):
15 E Fourth Street
Wendell, North Carolina 27591
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
Authorized Signature
Date: Z! -� 1202—'--�) -
MCGILL ASSOCIATES 1240 191" Street Lane NW, Hickory, NC 28601 1828.328.2024 / MCGILLASSOCiATES COM

urisdictional Determination Reauest
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.aimy.mil/Missions/Re ul�atoiyPermitProi4ram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 1217 S Hollybrook Road
City, State:
Wendell, North Carolina 27591
County: Wake
Parcel Index Number(s) (PIN): 1783837861
B. REQUESTOR INFORMATION
Name: Alex Lowdermilk
Mailing Address: 1240 19th Street Lane NW
Hickory, NC 28601
Telephone Number: 828-328-2024
Electronic Mail Address: [e-mail]
Select one:
❑ I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultanti
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: Town of Wendell - Town Manager (Marvin E. Collins)
Mailing Address: 15 E Fourth Street
Wendell, North Carolina 27591
Telephone Number: [phone]
Electronic Mail Address: [e-mail]
1 Must provide completed Agent Authorization Fonn/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Alex Lowdermilk
Print Name
Capacity: ❑ Owner Z Authorized Agent'
2/1 /2023
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑✓ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑ A Corps JD is required in order obtain my local/state authorization.
❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
' For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E.
a If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERNIINATION (JD) TYPE (Select One)
7 I am requesting that the Corps provide a preliminM JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 11.10 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
35.763773
Longitude: -78.363745
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 1 Ix 17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hM2://www.saw.usace.4rmy.mil/Missions/Regulatoly-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
F4Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDS• please complete an Approved Jurisdictional Determination Form'.
Vicinity Map
Aerial Photograph
USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
hJ Other Assessment Forms
' www.saw.usace.4rmy.mil/Portals/59/docs/regulatory/readocs/JD/RGL 08-02_App A Prelim _JD_Form fillable.pdf
8 Please see hM2://www.saw.usace.4M.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 9: SAW -
Prepare file folder ❑
1. Project Name [PCN Form A2a]: Hollybrook Park
Begin Date (Date Received):
Assign Action ID Number in ORM ❑
2. Work Type: ❑Private ❑Institutional ❑✓ Government ❑ Commercial
3. Project Description / Purpose [PCN Form B3d and B3e]:
The proposed project is located at 1217 S Hollybrook Road. All proposed work will be conducted within the town owned parcel. Adjoining areas consist of residential
properties and undeveloped land.
4. Property Owner / Applicant [PCN Form A3 or A4]: Town of Wendell -Town Manager (Marvin E. Collins)
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Alex Lowdermilk, McGill Associates, P.A.
6. Related Action ID Number(s) [PCN Form B5b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
35.763773,-78.363745
8. Project Location —Tax Parcel ID [PCN Form Bla]: 1783837861
9. Project Location — County [PCN Form A2b]: Wake
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Wendell, North Carolina
11. Project Information —Nearest Waterbody [PCN Form 132a]: Buffalo Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03020201
Authorization: Section 10 ❑ Section 404 ✓❑
Regulatory Action Type:
❑ Standard Permit
✓ Nationwide Permit 9
Regional General Permit 9
Jurisdictional Determination Request
Section 10 and 404 ❑
❑ Pre -Application Request
::]Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 2/1 /2023
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Alex Lowdermilk, McGill Associates P.A., 124019th Street Lane NW Hickory,NC28601
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Wake City: Wendell
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.763773 Long.:-78.363745
Universal Transverse Mercator: 738332.84, 3960953.78, 17S
Name of nearest waterbody: Buffalo Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
■❑ Office (Desk) Determination. Date: 2/1 /2023
■❑ Field Determination. Date(s): 1/25/2023
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
S1 (UT-1 To
Buffalo Creek)
35.763468
-78.362267
0.0025 Acres
Non -Wetland Waters
404
Wetland
A
35.763468
-78.362101
0.0501 Acres
Wetland Waters
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Location, Soil, USGS, Delineation
❑ Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: Zebulon, NC 1=500'
0 Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ■❑ Aerial (Name & Date): 1/1/2021 - NC OneMap
or ■❑ Other (Name & Date): 1/25/2023
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
2/1 /2023
Signature and date of Signature and date of
Regulatory staff member person requesting PJD
completing PJD (REQUIRED, unless obtaining
the signature is impracticable)'
1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

INS- b
41
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© 2023 Microsoft Corporation © 2022 TornTom
DATE
PROJECT #
FIGURE
2/1/2023
21.01721
HOLLYBROOK PARK
1000 0
500 1000 2000
mcgill
1240 19th Street Lane NW
Hickory, 28601
szs.3zs.20zoz4
OFFICE MANAGER
DC
DESIGNER
AL
TOWN
OF
WE
N
D
E
LL
GRAPHIC SCALE
DIVISION VALUE =1000 FEET
LOCATION MAP
1
NC Firm License # C-0459
mcgillassociates.com
PROJECT MANAGER
MN
REVIEWER
is
WAKE COUNTY, NORTH CAROLINA

3Q61
I Legend �
Limits of
Disturbance
1240 19th Street Lane NW
mcgill NC FirHickory, 28601
8.202024
NC Firm License # C-0459
mcg i I I associ ates. co m
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IMIL
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DATE
PROJECT #
2/1 /2023
21.01721
OFFICE MANAGER
DESIGNER
DC
AL
PROJECT MANAGER
REVIEWER
MN
JS
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HOLLYBROOK PARK 500 0 250 500 1000
TOWN OF WENDELL GRAPHIC SCALE DIVISIONVALUE = 500 FEET
WAKE COUNTY, NORTH CAROLINA
r
USGS MAP
#r
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FIGURE
2

Stream & Wetland
Table
Wetland A 0.0501
Acres
S1 (UT-1 0.0025
To Buffalo
Creek) Acres
� M
PCp.
Legend �
Limits of � � �Y , -:�f' , : •• ` �� , �.� .�
Disturbance
. wr
Wetland ' v S Hollybrook Road
Limits-
2
Stream Limits +;
Data Point
/'JSv 4Ilk „'
WA -OUT
o
Potential Wetland Waters
of the US - Wetland A
i
WA -I N
Potential Non -Wetland
Waters of the US - S1
(UT-1 To Buffalo Creek)
JURISDICTIONAL STREAMS AND WETLANDS IDENTIFIED
ON THIS MAP HAVE BEEN LOCATED WITHIN
SUB —METER ACCURACY UTILIZING AN ARROW 100w
GLOBAL POSITIONING SYSTEM (GPS) AND THE,y+
SUBSEQUENT DIFFERENTIAL CORRECTION OF THAT
DATA, GPS POINTS MAY DEMONSTRATE
UNCORRECTABLE ERRORS DUE TO TOPOGRAPHY,
VEGETATIVE COVER, AND/OR MULTIPATH SIGNAL
ERROR.
NOTE: THE ILLUSTRATED STREAM AND WETLAND
LOCATIONS ARE APPROXIMATE. THESE AREAS HAVE
NOT BEEN FLAGGED IN THE FIELD AND HAVE NOT
BEEN SURVEYED. ALTHOUGH MCGILL ASSOCIATES,
P.A. (MCGILL) IS CONFIDENT IN OUR ASSESSMENT,
THE US ARMY CORPS OF ENGINEERS IS THE ONLY
AGENCY THAT CAN MAKE FINAL DECISIONS
REGARDING JURISDICTIONAL WETLAND AND WATERS
OF THE US DELINEATIONS.
4
THIS MAP WAS PREPARED BY MCGILL USING THE
BEST INFORMATION AVAILABLE TO MCGILL AT THE
TIME OF PRODUCTION. THIS MAP IS FOR
INFORMATIONAL PURPOSES ONLY AND SHOULD NOT
BE USED TO DETERMINE PRECISE BOUNDARIES,
ROADWAYS, PROPERTY BOUNDARY LINES, NOR.
LEGAL DESCRIPTIONS. THIS MAP SHALL NOT BE
CONSTRUED TO BE AN OFFICIAL SURVEY OF ANY
DATA DEPICTED.
SOURCE DATA: WAKE COUNTY GIS. IL
W
Inset 1
1240 19th Street Lane NW
828.828.2024
M gill Hickory, NC28601
NC Firm License # C-0459
mc9illassociates.com
DATE PROJECT#
zizizozs 21.01721
HOLLYBROOK PARK
TOWN OF WENDELL
110 0 55 110 220
DELINEATION MAP
FIGURE
3
OFFICE MANAGER DESIGNER
DC AL
1
GRAPHIC SCALE DIVISIONVALUE = 110FEET
PROJECT MANAGER REVIEWER
MN is
WAKE COUNTY, NORTH CAROLINA

o
738070
35o 45' 58" N
35o 45' 46" N
Soil Map —Wake County, North Carolina
(LimitsofDisturbancePoly)
738130 738190 738250 738310 738370
738070 738130 738190 738250 738310 738370
b
Map Scale: 1:2,580 if printed on A landscape (11" x 8.5") sheet.
Meters N
0 35 70 140 210
Feet
0 100 200 400 E00
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WGS84
usoA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
7384W 738490 738550
7384W 738490 738550
738610
35o 45' 58" N
35o 45' 46" N
738610
2/1 /2023
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
,N
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
�i
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Wake County, North Carolina
(LimitsofDisturbancePoly)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 23, Sep 12, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 24, 2022—May
9, 2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
usoA Natural Resources Web Soil Survey 2/1/2023
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Wake County, North Carolina
Lim itsofDisturbancePoly
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
ChA
Chewacla and Wehadkee
soils, 0 to 2 percent slopes,
frequently flooded
0.5
4.9%
RgC
Rawlings -Rion complex, 6 to
10 percent slopes
6.1
54.6%
RgD
Rawlings -Rion complex, 10 to
15 percent slopes
0.5
4.1 %
WfB
Wedowee -Saw complex, 2 to 6
percent slopes
4.0
36.4%
Totals for Area of Interest
11.1
100.0%
USDA Natural Resources Web Soil Survey 2/1/2023
Conservation Service National Cooperative Soil Survey Page 3 of 3

�
� 4
6
� f
Photo Five: View looking upstream at S1 within
Photo Six: View looking upstream at S1 within
the Limits of Disturbance.
the Limits of Disturbance.
� � V A ! AIL7ltt Y ��i�j Y°:�� W �M'h'✓M k �{yy b ,'t
'
f� j
it tT 3T„
Photo Seven: View looking downstream at S1
with S Hollybrook Road in the background
within the Limits of Disturbance.
DATE
2/1/2023
HOLLYBROOK PARK
SHEET
121/1/11 Street Lane NW
Hickory, NC 28601
TOWN F WENDELL
PHOTOSHEET
PROJECT #
21.01721
NC Finn License#C-0459
1'Y1C NC
mcgillassociates.com
PROJECT MANAGER
MN
2
WAKE COUNTY, NORTH CAROLINA

Date:
Project/Site
Latitude
1/25/2023
Hollybrook Park
35.763468
Evaluator:
County:
Longitude:
Alex Lowdermilk/Jon Swaim
Wake
-78.362267
Stream Determination
Other
Total Points: 33.50
PERENNIAL
S1 (UT-1 To Buffalo Creek)
A. Geomorphology Subtotal = 19.00
Absent
Weak
Moderate
Strong
1. Continuity of bed and bank
-----
-----
2
-----
2. Sinuosity of Channel Along Thalweg
-----
-----
2
-----
3. In -channel structure: ex. Riffle -pool, step -pool,
ripple-pool sequence
-----
-----
4. Particle size of stream substrate
-----
1
-----
-----
5. Active/relic floodplain
-----
-----
-----
3
6. Depositional bars or benches
-----
-----
2
-----
7. Recent alluvial deposits
-----
-----
2
-----
8. Headcuts
-----
1
-----
9. Grade Control
-----
0.5
-----
-----
10. Natural Valley
-----
-----
-----
1.5
11. Second or greater order channel
No= -----
Yes= 3
B. Hydrology Subtotal= 9.00
12. Presence of Baseflow
-----
-----
2
-----
13. Iron oxidizing bacteria
-----
1
-----
-----
14. Leaf litter
-----
1
-----
-----
15. Sediment on plants or debris
-----
-----
1
16. Organic debris lines or piles
-----
1
17. Soil -based evidence of high water table?
No= -----
Yes= 3
C. Biology Subtotal= 5.50
18. Fiborous roots in streambed
-----
2
-----
-----
19. Rooted upland plants in streambed
-----
2
-----
-----
20. Macrobenthos (note diversity and abundance)
0
-----
-----
-----
21. Aquatic mollusks
0
-----
-----
-----
2 2. Fish
0
-----
-----
-----
23. Crayfish
-----
0.5
-----
-----
24. Amphibians
-----
0.5
-----
-----
25. Algae
-----
0.5
-----
-----
26. Wetland plants in streambed
I FACW=
------1
OBL=
----
Other=
0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Note: Sheet sourced from NCDWQ Stream ID Form

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Hollybrook Park City/County: Wake Sampling Date: 1/25/2023
Applicant/Owner: Town of Wendell State: NC Sampling Point: WA -IN
Investigator(s): Alex Lowdermilk/Jon Swaim Section, Township, Range:
Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Concave Slope (%): 0-1
Subregion (LRR or MLRA): LRR P Lat: 35.763468 Long:-78.362101 Datum: WGS84
Soil Map Unit Name: Chewacla and Wehadkee soils, 0 to 2 percent slopes, frequently flooded NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
X Surface Water (Al) _Aquatic
Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) _
Marl Deposits (B15) (LRR U)
X Drainage Patterns (1310)
X Saturation (A3) —Hydrogen
Sulfide Odor (Cl)
—Moss Trim Lines (1316)
—Water Marks (131) —Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Presence
of Reduced Iron (C4)
—Crayfish Burrows (C8)
_ Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (135) _Other
(Explain in Remarks)
_ShallowAquitard (D3)
—Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
X Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 1
Water Table Present? Yes X No
Depth (inches): 0
Saturation Present? Yes X No
Depth (inches): 0
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA -IN
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambarstyraciflua
20
Yes
FAC
Number of Dominant Species
2.
Liriodendron tulipifera
20
Yes
FACU
That Are OBL, FACW, or FAC: 10 (A)
3.
Acerrubrum
30
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 11 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 90.9% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
70
=Total Cover
OBL species 0 x 1 = 0
50% of total cover:
35
20% of total cover:
14
FACW species 70 x 2 = 140
Sapling/Shrub Stratum (Plot size: 15
)
FAC species 145 x 3 = 435
1.
Carpinus caroliniana
20
Yes
FAC
FACU species 20 x 4 = 80
2.
Ligustrum sinense
25
Yes
FAC
UPL species 0 x 5 = 0
3.
Sambucus nigra
15
Yes
FACW
Column Totals: 235 (A) 655 (B)
4.
Alnus serrulata
10
No
FACW
Prevalence Index = B/A = 2.79
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
X 3 - Prevalence Index is !2.0'
70
=Total Cover
-Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
35
20% of total cover:
14
Herb Stratum (Plot size: 5 )
1.
Arundinaria gigantea
30
Yes
FACW
Indicators of hydric soil and wetland hydrology must be
2.
Microstegium vimineum
30
Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Sedge Spp. 15 Yes FACW
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
75
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
38
20% of total cover:
15
height.
Woody Vine Stratum (Plot size: 5 )
1.
Rubus arvensis
10
Yes
FAC
2.
Smilax rotundifolia
10
Yes
FAC
3.
4.
5.
Hydrophytic
20
=Total Cover
Vegetation
50% of total cover:
10
20% of total cover:
4
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain - Version 2.0

SOIL Sampling Point: WA -IN
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-3 10YR 4/1 100
Loamy/Clayey
3-12 10YR 5/1 92
7.5YR 5/6 8
Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 15313, 153D)
—Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4)
—Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5)
—Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
X Depleted Matrix (F3)
(outside MLRA 150A, 15013)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
—Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 15313)
_ Depleted Below Dark Surface (Al 1)
—Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)_Iron-Manganese
Masses (F12) (LRR O, P, T) (outside MLRA 138, 152A in FL, 154)
Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (F17) (MLRA 151)
(MLRA 15313, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 15013) _Other (Explain in Remarks)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
Dark Surface (S7) (LRR P, S, T, U)
Bright Floodplain Soils (F20)
_
_ Polyvalue Below Surface (S8)
_Anomalous
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Atlantic and Gulf Coastal Plain Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a)
Project/Site: Hollybrook Park City/County: Wake Sampling Date: 1/25/2023
Applicant/Owner: Town of Wendell State: NC Sampling Point: WA -OUT
Investigator(s): Alex Lowdermilk/Jon Swaim Section, Township, Range:
Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Slope (%): 0-1
Subregion (LRR or MLRA): LRR P Lat: 35.763462 Long:-78.362363 Datum: WGS84
Soil Map Unit Name: Chewacla and Wehadkee soils, 0 to 2 percent slopes, frequently flooded NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _Aquatic
Fauna (1313)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) _
Marl Deposits (B15) (LRR U)
—Drainage Patterns (1310)
_Saturation (A3) _Hydrogen
Sulfide Odor (Cl)
_Moss Trim Lines (1316)
—Water Marks (131) —Oxidized
Rhizospheres on Living Roots (C3)
_ Dry -Season Water Table (C2)
—Sediment Deposits (132) —Presence
of Reduced Iron (C4)
—Crayfish Burrows (C8)
_ Drift Deposits (133) —Recent
Iron Reduction in Tilled Soils (C6)
—Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Thin
Muck Surface (C7)
_Geomorphic Position (D2)
_Iron Deposits (135) _Other
(Explain in Remarks)
_ShallowAquitard (D3)
—Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
Sphagnum Moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WA -OUT
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Liquidambarstyraciflua
10
No
FAC
Number of Dominant Species
2.
Liriodendron tulipifera
25
Yes
FACU
That Are OBL, FACW, or FAC: 5 (A)
3.
Pinus taeda
25
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 83.3% (A/B)
7.
Prevalence Index worksheet:
8.
Total % Cover of: Multiply by:
60
=Total Cover
OBL species 0 x 1 = 0
50% of total cover:
30
20% of total cover:
12
FACW species 0 x 2 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FAC species 100 x 3 = 300
1.
FACU species 25 x 4 = 100
2.
Ligustrum sinense
25
Yes
FAC
UPL species 0 x 5 = 0
3.
Column Totals: 125 (A) 400 (B)
4.
Prevalence Index = B/A = 3.20
5.
Hydrophytic Vegetation Indicators:
6.
_ 1 - Rapid Test for Hydrophytic Vegetation
7.
X 2 - Dominance Test is >50%
8.
3 - Prevalence Index is !2.0'
25
=Total Cover
-Problematic Hydrophytic Vegetation' (Explain)
50% of total cover:
13
20% of total cover:
5
Herb Stratum (Plot size: 5 )
1.
'Indicators of hydric soil and wetland hydrology must be
2.
Microstegium vimineum
20
Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than 3.28 ft (1 m) tall.
9.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
12.
20
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
10
20% of total cover:
4
height.
Woody Vine Stratum (Plot size: 5 )
1.
Rubus arvensis
10
Yes
FAC
2.
Smilax rotundifolia
10
Yes
FAC
3.
4.
5.
Hydrophytic
20
=Total Cover
Vegetation
50% of total cover:
10
20% of total cover:
4
Present? Yes X No
Remarks: (If observed, list morphological adaptations below.)
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain - Version 2.0

SOIL Sampling Point: WA -OUT
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Types Loc2
Texture Remarks
0-8 10YR 4/2 100
Loamy/Clayey
8-12 10YR 5/3 50
Loamy/Clayey 10YR 5/6 50%
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
—Thin Dark Surface (S9) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
—Barrier Islands 1 cm Muck (S12)
_2 cm Muck (A10) (LRR S)
—Black Histic (A3)
(MLRA 15313, 153D)
—Coast Prairie Redox (A16)
—Hydrogen Sulfide (A4)
—Loamy Mucky Mineral (F1) (LRR O)
(outside MLRA 150A)
—Stratified Layers (A5)
—Loamy Gleyed Matrix (F2)
_ Reduced Vertic (F18)
—Organic Bodies (A6) (LRR P, T, U)
_ Depleted Matrix (F3)
(outside MLRA 150A, 15013)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
_ Redox Dark Surface (F6)
—Piedmont Floodplain Soils (F19) (LRR P, T)
—Muck Presence (A8) (LRR U)
_ Depleted Dark Surface (F7)
_Anomalous Bright Floodplain Soils (F20)
_ 1 cm Muck (A9) (LRR P, T)
_ Redox Depressions (F8)
(MLRA 15313)
_ Depleted Below Dark Surface (Al 1)
—Marl (F10) (LRR U)
—Red Parent Material (F21)
_Thick Dark Surface (Al2)
_Depleted Ochric (F11) (MLRA 151)
_Very Shallow Dark Surface (F22)
_Coast Prairie Redox (A16) (MLRA 150A)_Iron-Manganese
Masses (F12) (LRR O, P, T) (outside MLRA 138, 152A in FL, 154)
Sandy Mucky Mineral (S1) (LRR O, S)
_ Umbric Surface (F13) (LRR P, T, U)
—Barrier Islands Low Chroma Matrix (TS7)
—Sandy Gleyed Matrix (S4)
—Delta Ochric (F17) (MLRA 151)
(MLRA 15313, 153D)
_Sandy Redox (S5)
Reduced Vertic (F18) (MLRA 150A, 15013) _Other (Explain in Remarks)
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) (MLRA 149A)
Dark Surface (S7) (LRR P, S, T, U)
Bright Floodplain Soils (F20)
_
_ Polyvalue Below Surface (S8)
_Anomalous
(MLRA 149A, 153C, 153D)
3Indicators of hydrophytic vegetation and
(LRR S, T, U)
_Very Shallow Dark Surface (F22)
wetland hydrology must be present,
(MLRA 138, 152A in FL, 154)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks
ENG FORM 6116-2-SG, JUL 2018 Atlantic and Gulf Coastal Plain —Version 2.0