06072017 June 7 2017 TRC Agenda PackagePage 1 of 1
TECHNICAL REVIEW COMMITTEE AGENDA
JUNE 7, 2017
New Hanover County’s Technical Review Committee (TRC) will meet next Wednesday, June 7, 2017 at
2:00 p.m. in the Lucie Harrell Conference Room (601), New Hanover County Government Center, 230
Government Center Drive to review the following:
2:00 p.m. Item 1: Myrtle Oaks (Performance Plan) – Request by Withers & Ravenel for Atlantic Land
Partners for TRC to consider preliminary site approval of a 17 lot residential subdivision
located near the 1000 block of Grissom Road, west side.
Myrtle Oaks Site Plan History
None
Project Site Plan Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Lots: 17
Acreage: 7.07
Road Network Designation: Private
TIA: Not required
Primary Access: Grissom Road
Conservation Resources: None
Comp Plan Future Land Use: General Residential (adopted 2016)
Schools: Codington, Bellamy & CRECC Elementary
Myrtle Grove Middle
Ashley High
(All schools are over-capacity)
Staff Recommendations
1) No gates, traffic calming devices or on-street parking unless reviewed by TRC.
2) Road connectivity requirements are not met – waiver requested (see letter).
3) Subdivision and road name approvals.
4) “Passive” rec space needs to be left in natural state.
DISCUSSION ITEMS ONLY (No Vote Needed)
2:30 p.m. Item 2: Myrtle Landing Entrance Gate – Request by Jeff Malpass for Tribute Properties to
discuss the feasibility of providing a gate near the entrance to Myrtle Landing subdivision
and a maintenance building/car wash inside the residential project. The existing project
is located near the 7200 block of Myrtle Grove Road.
2:45 p.m. Item 3: Landing at Lewis Plantation – Request by McAdams Homes, LLC to discuss
proposed site plan consisting of 236 single family lots, 192 apartment units (428 total
units) near the 4600 block of Gordon Road.
WithersRavenel
Our People. Your Success.
219 Station Road, Suite 101 | Wilmington, NC 28405
t: 910.256.9277 | f: 910.256.2584 | www.withersravenel.com | License No. C-0832
Cary | Greensboro | Pittsboro | Raleigh | Wilmington
May 31, 2017
Mr. Sam Burgess
Senior Planner
New Hanover County – Planning and Zoning
230 Government Center Drive, Suite 110
Wilmington, NC 28403
RE: Myrtle Oaks – Updated TRC Submittal
Dear Mr. Burgess:
Please see attached revised preliminary plat for the Myrtle Oaks project for your review and approval. We
have revised the plans per comments emailed to us on March 23, 2017. For clarity, we have broken down all
the comments by stating the staff comment first in italics and are then followed by our responses in bold.
PLANNING STAFF OBSERVATIONS:
1. Label “Performance Residential” in title block of site plan.
• “Performance Residential” has been added in the title block of the preliminary plat.
2. Label the “passive” and “active” rec space with acreage on site plan.
• The passive and active rec space, with respective acreage, has been added to preliminary
plat.
3. Land Classification in notes is “General Residential.”
• The land classification in the site development data table has been updated to read
“General Residential”.
4. Label area between property owners Meredith & Henry (access or drainage/utility easement?)
• The 30’ drainage easement in between the aforementioned properties has been labeled on
the preliminary plat.
5. A multi-use path may be considered at TRC along project road frontage in conjunction with adopted
Greenway Plan.
• Noted. This option has been looked at, and we feel that this multi-use path is not necessary
because it would not provide any meaningful connectivity to surrounding areas as there
are no existing paths or roads to connect to.
6. Links vs Nodes is .67 (1.4 required). May request a waiver front inter-connectivity requirements in writing
prior to TRC meeting.
• Noted. We are submitting a waiver request with this submittal.
7. Note on plan the approximate number of bedroom per lot.
• The approximate number of bedrooms per lot has been added in the site development data
table and in the general notes on the preliminary plat.
8. Planning staff to check subdivision and street names (Townsend).
• Noted.
WithersRavenel
Our People. Your Success.
Page 2 of 2
9. Add a note concerning street lights to site plan.
• Note 16 has been added under general notes to address this comment.
10. Add Private Road cert (unsigned) to plat.
• The private road certification (unsigned) has been added to the plat.
Please find attached with the letter, the Street Connectivity Waiver Request, an updated Preliminary Plat and
the Tree Removal Plan. With this submittal, we feel we have addressed all the concerns and comments from
the County Staff. Please let us know if you have any further comments or concerns and thank you for your
work on this project thus far.
Sincerely
WithersRavenel
Joe Boyd, PE
910-256-9277
jboyd@withersravenel.com
WithersRavenel
Our People. Your Success.
219 Station Road, Suite 101 | Wilmington, NC 28405
t: 910.256.9277 | f: 910.256.2584 | www.withersravenel.com | License No. C-0832
Cary | Greensboro | Pittsboro | Raleigh | Wilmington
May 31, 2017
David Weaver
Technical Review Committee Chairman
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
RE: Myrtle Oaks Subdivision
NHC Subdivision Ordinance - Section 41-1-7-f – Street Connectivity
Waiver Request
Dear Mr. Weaver:
On behalf of the applicant, we would like to formally request a waiver from the Street Connectivity
requirements in the New Hanover County Subdivision Ordinance for the above referenced project. From our
interpretation of the ordinance, this project has a link to node ratio of 1.0 (3 links and 3 nodes), which is below
the requirement of a ratio of 1.4, stated in the ordinance.
Due to the location and site restraints for the project, we are not able to meet the link to node requirements
for New Hanover County. Reasons for not being able to meet the requirement include:
1. Access off of Grissom Road is limited to only one entrance. NCDOT will not allow multiple accesses
to Grissom Road for the project.
2. The project is boxed in by existing development with no access to stub a connection road to.
3. Limited amount of space for the project to successfully develop the land in a means that is beneficial
for the developer and can meet all other local, state and federal regulations.
It would be greatly appreciated if the board would consider this waiver request for the Myrtle Oaks
Subdivision, so that the development can be constructed to not only the high standards of New Hanover
County, but those of the applicant/developer. It is ours and the applicant’s intention to design and construct
a community that is of the highest quality that is both aesthetically pleasing and will last far into the future.
Thank you for your consideration.
Sincerely
WithersRavenel
Joe Boyd, PE
Project Manager
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PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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03160600.00
05/02/2017
AEW
JSB
GRAPHIC SCALE
1 inch = 50 ft.
50 02550100
TYPICAL STREET SECTION
GENERAL NOTES:
OWNER:ATLANTIC LAND PARTNERS
ADDRESS:2030 EASTWOOD ROAD, SUITE 5
WILMINGTON, NC 28403
PHONE:(910) 679-8638
ATTN:JORDY RAWL
NEW HANOVER COUNTY PARCEL NOS.:
R07612-001-002-000
R07612-001-002-001
ALT ID NOS.:
313416.92.2632.000
313416.92.5750.000
TOTAL TRACT AREA: 7.07 AC.±
ZONING DISTRICT: R-15
LAND CLASSIFICATION: GENERAL RESIDENTIAL
DEVELOPMENT DATA:
AREA OF LOTS - 4.78 AC.±
AREA OF R/W - 0.78 AC.±
REC. AREA ACTIVE/PASSIVE - 0.60 AC.±
POND AREA - 0.91 AC
TOTAL TRACT AREA - 7.07 AC.
PERMITTED DENSITY -
7.07 AC. @ 2.5 UNITS/AC. (R-15 - PERFORMANCE RESIDENTIAL)
TOTAL UNITS PERMITTED - 17
TOTAL LOTS PROPOSED - 17
OVERALL DENSITY - 2.41 UNITS/AC.
AVERAGE LOT SIZE - 12,146 S.F.
TOTAL LINEAR FEET IN ROADS - 871 L.F.
TOTAL ROAD SURFACES - 20,904 S.F.
RECREATION SPACE - 17 LOTS @ .03 AC./UNIT = 0.51 AC. REQUIRED
ACTIVE RECREATION AREA - 26,005 S.F. = 0.60 AC.±
PASSIVE RECREATION AREA - 39,861 S.F. = 0.91 AC.±
TOTAL RECREATION AREA - 1.51 AC.
BUILDING SETBACKS:
FRONT - 25 FT
SIDES - 10 FT
REAR - 20 FT
APPROXIMATE # OF ROOMS/LOT = 3
SITE DEVELOPMENT DATA
VICINITY MAP
N
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SiteSite
Masonboro
New Hanover County
NOT TO SCALE
COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2.ALL WORK IS TO BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY, NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA.
3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT
OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,
AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE NEW HANOVER COUNTY INSPECTOR AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE
MEETING. AT A MINIMUM; THE CONTRACTOR, COUNTY INSPECTOR, AND ENGINEER SHALL ATTEND THIS MEETING.
6.CONTRACTOR TO COORDINATE WITH TRAFFIC ENGINEERING FOR THE REMOVAL AND STORAGE OF ANY TRAFFIC EQUIPMENT OR SIGNS DURING DEMOLITION, CONSTRUCTION, AND OPENING
OF THIS DEVELOPMENT.
7.CONTRACTOR TO COORDINATE WITH THE NEW HANOVER COUNTY ABOUT ANY EQUIPMENT REMOVED, RELOCATED, OR DEMOLISHED DURING THE DEMOLITION, CONSTRUCTION AND
OPENING OF THIS DEVELOPMENT.
8.CONTRACTOR TO COORDINATE DIRECTLY WITH ENGINEERING TO DETERMINE IF ANY DRIVEWAY PERMITS/REVISIONS/REVIEW PROCESSES ARE REQUIRED.
9.CONTRACTOR TO COORDINATE WITH TRAFFIC ENGINEERING AT TRAFFIC PLAN FOR THE CLOSURE OF STREETS, SIDEWALKS, OR DRIVEWAYS AND IMPLEMENTATIONS OF THE VEHICLE AND
PEDESTRIAN TRAFFIC PLAN TO BE USED FOR THE DURATION OF THIS PROJECT. THE PLAN MUST INCLUDE LOCATIONS OF SIDEWALKS AND CROSSWALKS THAT WILL BE CLOSED, AS WELL
AS, LOCATION OF CONSTRUCTION FENCING, AND PROTECTION AREAS.
10.A TEMPORARY DETOUR AND CLOSURE PLAN WILL NEED TO BE FILED WITH NHC 911 FOR THE CLOSURE OF ANY PUBLIC STREETS.
GENERAL NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINANCE AND SUBDIVISION REGULATIONS
2.THE BOUNDARY, TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY ATLANTIC COAST SURVEY. THE VERTICAL DATUM FOR THE GROUND SURVEY FOR
THIS PROJECT IS NAVD 88. CONTRACTOR TO VERIFY ALL ELEVATIONS IN THE FIELD.
3.THE TREE SURVEY HAS BEEN PROVIDED BY ATLANTIC COAST SURVEY, LLC.
4.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS
NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND
DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS
TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
5.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE
MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC.
6.CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS
THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
7.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE PROPERLY DISPOSED OF OFF-SITE.
8.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
9.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
10.IF THESE UNITS ARE SOLD AT ANY POINT, THE BUYER MUST RECEIVE A SUBDIVISION STREET DISCLOSURE STATEMENT. PLEASE NOTE THIS ON THE SITE PLAN AND
ADVISE THE PROPERTY OWNER OF THIS REQUIREMENT.
11.THIS PROPERTY IS NOT WITHIN ANY FLOOD HAZARD AREA AS EVIDENCED ON N.C. FLOOD MAP 3701683134J.
12.THERE IS NO EVIDENCE OF JURISDICTIONAL WETLANDS ON SITE.
13.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
14.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
15.THERE WILL BE APPROXIMATELY 3 BEDROOMS PER LOT.
16.WITHERSRAVENEL WILL SUBMIT A LIGHTING PLAN CONFORMING TO ALL NEW HANOVER COUNTY REQUIREMENTS AT A LATER DATE.
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC SYSTEMS. WATER SERVICE AND SANITARY SEWER SERVICE
WILL BE PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
2.ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS, AND TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4.PROJECT SHALL COMPLY WITH CAPE FEAR PUBLIC UTILITY AUTHORITY CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL
ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL". CALL 332-6560 FOR INFORMATION.
5.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY C.F.P.U.A. WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE
COUNTY AND APPROVED BY USCFCCCHR OR ASSE. CALL 332-6560 FOR INFORMATION.
6.WATER AND SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY THE PUBLIC WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY SECTION OF N.C.D.E.N.R.
7.IF CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
8.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED AND STRAPPED TO THE PIPES
WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
9.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
10.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO
FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
11.THE PROCESS FOR TELEPHONE CABLE PLACEMENT:
11.1.FINAL GRADE WILL NEED TO BE ESTABLISHED.
11.2.POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP.
11.3.BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
12.SOLID WASTE DISPOSAL TO BE SERVED BY PRIVATELY CONTRACTED DUMPSTER PICKUP.
PROPERTY BOUNDARY CURVE TABLE
STORMWATER MANAGEMENT NOTES:
1.STORMWATER MANAGEMENT WILL MEET COUNTY AND STATE REQUIREMENTS.
2.SITE DRAINAGE FLOWS TO INTRACOASTAL WATERWAY WITHIN THE WHITE OAK RIVER BASIN CLASS SA WATERS.
PRIVATE ROADS CERTIFICATION:
I (WE) HEREBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT _____________________ HAVE
BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW
HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES OR ASSURANCES
OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CERTIFIED PROFESSIONAL ENGINEER ___________________________DATE ____________________________
SEAL ___________________________
GRAPHIC SCALE
1 inch = 50 ft.
50 02550100
GENERAL TREE MITIGATION NOTES:
1.REGULATED TREES: HARDWOOD TREES AT LEAST 8" DBH, ALL CONIFER TREES AT LEAST 12" DBH,
AND ALL DOGWOODS AND AMERICAN HOLLIES LARGER THAN 4" DBH ANYWHERE ON THE SITE SHALL
BE CONSIDERED PROTECTED AND SHALL BE PRESERVED TO THE GREATEST EXTENT PRACTICAL
AND INCORPORATED INTO REQUIRED LANDSCAPING.
1.1.264 REGULATED TREES SHALL BE REMOVED
2.SIGNIFICANT TREES: HARDWOOD AND CONIFER TREES AT LEAST 24" DBH, AND DOGWOODS,
AMERICAN HOLLIES AND FLOWERING TREES AT LEAST 8" DBH ANYWHERE ON THE SITE SHALL BE
CONSIDERED PROTECTED, AND MUST BE PRESERVED OR THEIR REMOVAL MITIGATED AS
HEREINAFTER PROVIDED, REGARDLESS OF LOCATION ON THE SITE, UNLESS THE TREES ARE
SHOWN TO BE DEAD DYING OR SEVERELY DAMAGED OR DISEASED AS A RESULT OF NATURAL
FACTORS.
2.1.29 SIGNIFICANT TREES SHALL BE REMOVED
3.REASONS FOR CLEARING THE NOTED TREES INCLUDE THE FOLLOWING:
3.1.TREES COVER MORE OF THE SITE AREA THAN IS REQUIRED TO BE LANDSCAPED AND THE
PARCEL WILL BE FULLY USED.
3.2.IT IS IMPOSSIBLE TO POSITION BUILDINGS ON THE PARCEL AND MEET SETBACK
REQUIREMENTS WITHOUT TREE REMOVAL.
4.A MINIMUM OF 15 TREES AT LEAST 2" IN DIAMETER (MEASURED 6: ABOVE THE GROUND) SHALL BE
RETAINED OR PLANTED ON THE PARCEL FOR EACH ACRE OR PROPORTIONATE AREA DISTURBED BY
DEVELOPMENT.
4.1.SITE AREA: 307,720 SF (7.07 AC.) x 15 = 106.05
107 TREES REQUIRED
143 TREES RETAINED
5.PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL
BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. AND NO CONSTRUCTION
WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING.
LEGEND:
REGULATED TREES TO BE REMOVED
SIGNIFICANT TREES TO BE REMOVED
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03. 160600
05.08.17
AEW
JSB
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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C1.1
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